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HomeMy WebLinkAbout1000-106.-6-13.4 1 1 OFFICE LOCATION: O��OF S0UlyOl MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (con Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 • �O ��y�4UNTTV,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: May 18, 2021 Re: Local Waterfront Coastal Consistency Review for STRONG'S WEST MILL, LLC SCTM# 1000-106-6-13.4 ti En-Consultants on behalf of STRONG'S WEST MILL, LLC requests a Wetland Permit to Modify existing haul-out slip dimensions from 24' x 60' to 24' x 72' by welding 12 If extensions to two (2) existing steel travel lift rails over additional piling foundation; remove and replace existing 2' x 59' wood catwalk adjacent to easterly travel lift rail with 2' x 72' wood catwalk, and construct 2' x 25' extension to existing wood catwalk adjacent to westerly travel lift rail; remove and replace (in-place) approximately 216 If of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of-4' MLW, and use approx. 38 cy spoil as backfill; remove 4' x +9' portion of existing 4' x 91' floating dock to accommodate prop. rail extension' (4' x 82' portion of ex. float to remain), and remove and replace (in-kind/in-place) ex. +5',x 9' platform leading to float (ex. 2.5' x 20' aluminum ramp between platform and float to be temporarily removed and reset); and maintenance dredge interior of modified haul-out slip to max. depth of- 5'MLW (with max. 6" overcut), using approx 93 cy spoil as backfill behind reconstructed bulkhead. Located: 5780 West Mill Road, Mattituck. SCTM# 1000-106-6-13.4 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 action is CONSISTENT with policies 10, 10.1(a) and 10.5 of the LWRP. The proposal improves infrastructure for the continued operation of an existing water dependent use (Marina) in an area of focused maritime activity and a maritime center (Mattituck Inlet and Creek). Policy Standards Policy 10 Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations The intent of this policy is to protect existing water-dependent commercial, industrial, and recreational uses and to enhance the economic viability of water-dependent uses by ensuring adequate provision of infrastructure for water-dependent uses and their efficient operation. 10.1 (a) Protect existing water-dependent uses. The term Water-dependent use means a business or other activity which can only be conducted in, on, over, or adjacent to a water body because such activity requires direct access to that water body, and which involves, 'as an integral part of such activity, the use of the water. Existing uses should be maintained and enhanced where possible and appropriate. Strong's West Mill, LLC Marina is a water dependent use. The Town of Southold has identified Mattituck Inlet and Creek, Mill Creek and the Village of Greenport as the focus of its maritime activity. These will be the targets for improvements to existing infrastructure, such as water and sewer lines, maintenance dredging of navigation channels and anchorage basins, docks and piers, bulkheads, boat ramps, and pump out stations. This infrastructure, which is often too expensive for many water-dependent businesses to maintain or provide on their own, is necessary to sustain water-dependent uses. A. Provide adequate navigation infrastructure. Dredging is an essential activity but with costs and impacts that require it to be undertaken only to the extent necessary to meet the current and future needs of water- dependent uses of the Town of Southold. The Town of Southold will work in cooperation with New York State, Suffolk County, the Village of Greenport and private owners of water-dependent uses to: 2. Maintain necessary public and private channels and basins at depths consistent with the needs of water-dependent uses. Discontinue or modify navigation channel or basin maintenance dredging where project depths exceed vessel needs. It is recommended that the Board clarify the vessel depth needs. 4. Provide new or expanded navigation lanes, channels, and basins when necessary to support new, or expansion of existing, water-dependent uses. Dredging may be necessary to support a water-dependent use when: a. an existing use, or a new use in a suitable location, would be generating vessel traffic that requires the navigation infrastructure, b. the amount of dredging, including the project depth, is consistent with shipping needs. 10.5 Provide sufficient infrastructure for water-dependent uses. B. Provide and maintain efficient infrastructure for water-dependent uses. Maintain existing infrastructure and improve or provide new infrastructure, particularly in Mattituck Inlet and Creek, Mill Creek and the Village of Greenport, for commercial and recreational vessels and water-dependent uses. The Town of Southold will work with the federal government, New York State, Suffolk County, the Village of Greenport and private owners of water-dependent uses to: 3. Maintain existing, -and, where necessary for water-dependent uses, construct new, shoreline stabilization and engineering structures such as piers, wharves, jetties, and bulkheads 4. Maintain facilities to meet safety requirements associated with vessel operations. 7. Promote the provision of appropriate vessel services for commercial and recreational vessels, including berthing, repairs, information, and fueling services. In the event the action is approved, turbidity controls are required (Chapter 275 Wetland and Shorelines) to further Policy 6 and protect water quality and surrounding wetlands. 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: Damon Hagan, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *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. ,�, . ED B. DESCRIPTION OF SITE AND PROPOSED ACTION �'� SCTM# 106 - 6 _ 13.4 MAY 2021 PROJECT NAME Strong's West Mill,LLC �PlanninSouthng Town g Board 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: Modify existing haul-out slip dimensions from 24'x 60'to 24'x 72'by welding 121f extensions to two (2)existing steel travel lift rails over additional piling foundation;remove and replace existing 2'x 59'wood catwalk adjacent to easterly travel lift rail with 2'x 72' wood catwalk,and construct 2'x 25'extension to existing wood catwalk adjacent to westerly travel lift rail;remove and replace (in-place)approximately 2161f of timber bulkhead with vinyl bulkhead,incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of-4'MLW,and use approx.38 cy spoil as backfill;remove 4'x+9'portion of existing 4'x 91'floating dock to accommodate prop.rail extension(4'x 82'portion of ex.float to remain),and remove and replace(in-kind/in-place)ex.+5'x 9' platform leading to float(ex.2.5'x 20'aluminum ramp between platform and float to be temporarily removed and reset);and maintenance dredge interior of modified haul-out slip to max.depth of-5'MLW(with max. 6" overcut),using approx. 93 cy spoil as backfill behind reconstructed bulkhead,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated March 22,2021. Location of action: 5780 West Mill Road,Mattituck Site acreage: 16.76 acres Present land use: Commercial marina and shipyard Present zoning classification: M-II 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: Strong's West Mill,LLC (b) Mailing address: P.O.Box 1409 Mattituck,NY 11952 (c) Telephone number: Area Code 631-298-4739 (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? NYSDEC.NYSDOS,USAGE 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 M 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 M 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 S through 16 for evaluation criteria ®Yes ❑ No '1:1 Not Applicable The proposed project includes the removal and replacement of the lone remaining section of timber bulkhead that stabilizes and separates the upland portion of the marina from Mattituck Creek and provide the marina's historically maintained method of protection against erosion and flooding. There is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location. Without replacement and maintenance of the bulkhead,the subject property would be exposed to severe erosion,flooding,and potential damage to the structures located thereon. Thus,consistent with Policy 4,the project will continue to effectively protect against the potential loss of the adjacent upland and commercial structures. 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 To the extent it is applicable,the Policy 5 goal of protecting and improving water quality will be furthered through the removal and replacement of treated timber bulkheading with untreated vinyl sheet piling bulkhead; and the temporary potential impacts associated with the incidental dredging adjacent to the bulkhead and maintenance dredging of the haul out slip,such as ephemeral turbidity,will be mitigated through employment of a silt curtain during construction. 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 The project is consistent with Policy 6 to the extent that the existing treated timber bulkheadmg will be replaced with untreated vinyl sheet piling bulkhead. And to mitigate the temporary potential impacts of the associated incidental dredging adjacent to the bulkhead and maintenance dredging of the slip,such as ephemeral turbidity,a silt curtain will be employed during construction;and a minimum distance of approximately 20 feet will be maintained between the incidental dredging and the nearest vegetated intertidal marsh to the southwest. 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 Attach additional sheets if necessary WORKING COAST POLICIES Pdlicy 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 [:1 No ❑ Not Applicable The proposed project,which designed to improve the utility and efficiency of an existing boat haul-out slip within a commerical marina facility by increasing the overall length of the slip and maintenance dredging it,is consistent with the general Policy 10 goal of protecting Southold's water-dependent uses and with the more specific Policy Standards 10.1(a),i.e.,protecting and enhancing an existing water-dependent use,and 10 2 due to the marina's location on Mattituck Creek As noted in the policy language,Mattituck Inlet and Creek,identified by the State as a regional maritime center,is one of the primary focus areas of maritime activity in the Town of Southold,and the intent of the policy is to promote and enhance the economic viability of existing water-dependent commercial uses at this location. 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- � TITLECoastal Management Specialist DATEMarch 22,2021 Robert E. 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E 11E Nc W .- I , . 1. :1^I-- --u--l- 106 D (21) A _LYS Y ' Terry, Mark From: Terry, Mark Sent: Monday, May 17, 2021 8:34 AM To: Duffy, Bill; Hagan, Damon Cc: Lanza, Heather Subject: TODAYS MEETING - Strong's SEAR Review and Board of Trustees Wetland Permit Request Importance: High Bill/Damon, I have conducted some research to determine if the proposed work now being applied by Strong's Marine for a Wetland Permit would be segmentation of the SEQR analysis being conducted by the Planning Board. The description of proposed work is below a the end of this email. There is a test in the SEQR handbook on page 53 and that may qualify this as segmentation because the new work is in a: a. Common geographic location; b. Under same ownership; c. And the activities being considered for segmentation share a common impact that may, if the activities are reviewed as one project, result in a potentially significant adverse impact, even if the impacts of single activities are not necessarily significant by themselves. The below is also from the SEQR handbook. "There are two types of situations where segmentation typically occurs. One is where a project sponsor attempts to avoid a thorough environmental review (often an EIS) of a whole action by splitting a project into two or more smaller projects. The second is where activities that may be occurring at different times or places are excluded from the scope of the environmental review. By excluding subsequent phases or associated project components from the environmental review, the project may appear more acceptable to the reviewing agencies and the public. " Having said this. SEQR allows for the repair and placement of bulkheads. If new work is proposed other than simply replacing in-kind in-place then it would be a substantial I change. The handbook gives the following example for 617.5(c)(1) "maintenance or repair involving no substantial changes in an existing structure or facility "If a waterfront was bulkheaded and the old wood was rotting, replacing the bulkhead with new wood, of the same length and as close to the old location as possible, would not be considered a substantial change. Placing the new bulkhead, a sizeable distance from the old bulkhead (for t example, several feet seaward), and filling in the area between the old and new bulkheads, would be considered a substantial change. Bulkheading an area that had never been bulkheaded before would also be considered a substantial change. " l'. The description of work proposes to remove and replace (in-place) approximately 2161f of timber bulkhead with vinyl bulkhead, incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of-4' MLW, and use approx. 38 cy spoil as backfill. The dredging may not be dependent on replacing the bulkhead so the question is...is dredging new work or is it necessary to install the bulkhead? i The description of work for the travel lift etc.... looks to be new work and since we issued a positive declaration it would most likely be covered by it. We specifically ask in the positive declaration about marina expansion. I also spoke to Larry Weintrieb (518-225-4534) from the NYSDEC and he agreed that since it is on the same site, same owner and connected to the whole action that it could be considered segmentation. He did ask if they would do this work anyhow, implying that there may be a way to qualify it in the process. This may need more discussion with him. As far as the bulkhead replacement he seemed to think that if it is necessary and not functioning then we could make a determination to allow it to proceed. The BOT would determine if it is necessary and not functioning. Could be considered new work. Wetland Permit to modify existing haul-out slip dimensions from 24'x 60'to 24'x 72'by welding 12 if extensions to two (2) existing steel travel lift rails over additional piling foundation; remove and replace existing 2'x 59'wood catwalk adjacent to easterly travel lift rail with 2'x 72'wood catwalk, and construct 2'x 25'extension to existing wood catwalk adjacent to westerly travel lift rail; ` Remove 4'x +9'portion of existing 4'x 91'floating dock to accommodate prop. rail extension (4'x 82'portion of ex.float to remain), and remove and replace (in-kind/in place) ex. +5'x 9' platform leading to float (ex. 2.5'x 20'aluminum ramp between platform and float to be temporarily removed and reset); Maintenance dredge interior of modified haul-out slip to max. depth of-5'MLW(with max. 6" overcut), using approx. 93 cy spoil as backf ll behind reconstructed bulkhead. Located: 5780 West Mill Road, Mattituck. SCTM# 1000-106-6-13.4 Mark Terry,AICP Assistant Town Planning Director Southold Town Hall Annex 54375 State Route 25 P.O. BOX 1179 2 ` •S6uthold,New York 11971-0959 (631)-765-1938 4� P L t t� 3 r D. Segmentation In this section,you will learn: bypass disposal at another location). Proposals or parts of proposals that are related to each What is meant by segmentation, other closely enoughto be, in effect, a single How to deal with phases,and course of action should be evaluated as one whole action. How to deal with different funding sources for the same overall project. Reviewing the"whole action" is an important principle in SEAR; interrelated or phased 1. What is segmentation? decisions should not be made without consideration of their consequences for the In 617.2 ah of 6 NYCRR, segmentation is whole action, even if several agencies are defined as the division of the environmental involved in such decisions. Each agency should review of an action so that various activities or consider the environmental impacts of the entire stages are addressed as though they were action before approving,funding or undertaking independent, unrelated activities needing any specific element of the action (see 617 3 individual determinations of significance. Except regarding"Actions"). in special circumstances, considering only a part, or segment, of an overall action is contrary 3. What is the basic test to the intent of SEQR. for segmentation? There are two types of situations where When trying to determine if segmentation is segmentation typically occurs. One is where a occurring, agencies should considerthe project sponsor attempts to avoid a thorough following factors. If the answer to one or more of environmental review(often an EIS)of a whole these questions is yes, an agency should be action by splitting a project into two or more smaller concerned that segmentation is taking place. projects.The second is where activities that may be occurring at different times or places are excluded • Purpose: Is there a common purpose or from the scope of the environmental review. goal for each segment? By excluding subsequent phases or associated _ w Time: Is there a common reason for each project components from the environmental segment being completed at or aboutthe review,the project may appear more acceptable same time? to the reviewing agencies and the public. • Location: Is there a common geographic 2. What is meant by reviewing location involved? a "whole action"? • Impacts: Do any of the activities being Agencies are often faced with the problem of considered for segmentation share a how to address a complex action involvingtwo or common impact that may, if the activities more related components that may not be are reviewed as one project, result in presented or applied for at the same time. potentially significant adverse impact, Typically, this may involve a series of even if the impacts of single activities are applications for the same project(zone change, not necessarily significant by extension of sewer service, subdivision themselves? approval)or phases (residential or mixed-use development to be constructed over several Ownershlp:Are the different segments years). It also may involve separate project sites under the same or common ownership (for example, a resource recovery facility with or control? THE SEOR HANDBOOK,41'"EDITION ; CHAPTER 2 REVIEW REQUIRED UNDER SEAR 53 7 ® Common Plan: Is a given segment a assessment of the actualextent or scope of the component of an identifiable overall project and document the decision to undertake plan?Will the initial phase direct the a segmented review. development of subsequent phases or wDocumentation Is important because segmented ill it preclude or limit the consideration o reviews are susceptible to challenge. f alternatives In subsequent phases? • Utility: Can any of the interrelated phases 6. Is an agency required to of various projects be considered segment a review if the functionally dependent on each other? project sponsor shows ® Inducement: Does the approval of one that segmentation would phase or segment commit the agency to be possible? approve other phases? No. Segmentation is contrary to the intent of 4. Is segmented review ever SEQR The decision to segment a review is at the discretion of the lead agency. The decision acceptable under SEQR? to segment a review must be supportedby There are some limited circumstances where documentation that justifies the decision, and a segmented review may be justified. For must demonstrate that such a review will be no example, the following circumstances, when less protective of the environment(see considered together, may warrant segmentation discussion in Question 4 of this same section of when a project has two or more phases: the Handbook for additional details). However, the"separate"actions that a project sponsor • Information on future project phases is may cite as being independent, unrelated speculative, activities needing individual determinations of significance are more often linked either through • Future phases may not occur, or application or proximity and therefore may be • Future phases are functionally subject to legal challenge if a segmented review independent. were to proceed. If circumstances suggest that a segmented 7. How might an agency address review is appropriate, such justification must be uncertainty about later phases? clearly noted in the determination of significance All known or reasonably anticipated phases of a and in any subsequent EIS by providing project should be considered in the supporting reasons and demonstrating that such review will be no less protective of the determination of significance. If later phases are environment. For example, functionally uncertain as to design or timing,their likely independent projects might be capable of environmental significance can still be examined segmented review. as part of the whole action by considering the potential impacts of total build-out(for example, 5. Who is responsible for making based on sketch plans or existing zoning). the decision on proceeding If, after completion of the review, it can be determined thatthe subsequent phases will with a segmented review? cause no significant adverse impacts or that the The lead agency is responsible for making this impacts can be mitigated, initial phases can be decision. The project sponsor and other involved approved and no further analysis under SEQR agencies may supply information to assist the will be necessary. lead agency, but ultimately it isthe responslbllity of the lead agency to make an independent 4 THE SEQR HANDBOOK,4`1 EDITION I CHAPTER 2:REVIEW REQUIRED UNDER SEQR <_s If substantial changes to the project are proposed 10. Why is the claim of later, such changes should be evaluated, and a segmentation frequently raised? new determination of significance made. If an EIS was produced for earlier phases, either a In promoting a project, sponsors frequently supplemental impact statement or revised SEQR provide information and make claimsregarding findings statement may be needed. subsequent phases or related development that may follow the initial project. The sponsor's goal 8. If projects are linked but may be to convince the reviewing agency that will have separate sources their project will serve as an engine for further of funding, can they be economic development in an area or reviewed separately? municipality, or that it will be only the first of several proposed developments that the No It is common in many projects to have a mix sponsor will be constructing in the same area. of funding sources (for example,local highway construction, affordable housing, or economic When it comes time for the project to be formally development) If the vanousfunding sources submitted to the reviewing agenciesfor approval, support the same project, or a group of projects however, the project may not reflect the scope that are part of the sameoverall action, then they and scale of the initial public disclosures. The should be examined in a single environmental public, especially project opponents, quickly pick review. up on this issueif the lead agency chooses to review the reduced proposal.The public may 9. How does an agency also want toknow about plans for the expansion determine if the proposed of the initial proposal, even though plans for expansionhave never been discussed. An project is part of a larger plan? example of when this might happen would be Sometimes the project sponsor has a definite when a proposal depicts the development of a plan for future development, and other times the 60-acre site, and it is discovered that the future projects are merely wishful thinking. It is applicantowns the adjoining 300 acres. In such up to the lead agency to determineif the project cases, it is reasonable to inquire about the plans is the"whole action" or merely a part or segment for the adjoining acreage. of the action that shouldbe reviewed. If there is evidence of a plan,then there is a strong 11. How have courts decided presumption that the larger project is the"whole segmentation claims? action" and should therefore be the subject of Court decisions on this topic are very dependent the environmental review. on the specific facts in each case,resulting in a Some examples where the larger project is the range of outcomes. Numerous decisions have "whole action"are: required, or at least allowed,lead agencies to • a proposed industrial park of which the consider related projects in one environmental instant project is just the initial tenant, review process. However,there are also several court cases that have upheld agency decisions • a commercial stripmall development that to perform separatereviews of related projects. allows for future expansion, For some key cases see Handbook Chapter 9, • a residential subdivision that provide for Notable Court Cases—Segmentation. internal road connections to additional lands under the control of the project sponsor, or • a mining project that will prepare the site for a subsequent developmentproposal. THE S EQR HANDBOOK,41"EDITION CHAPTER 2 REVIEint REQUIRED UNDER SEAR 55 (1)UNAUIHCRIZE0 ALTERATION OR ADDITION TO THIS SURVEY IS A MOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY DIES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERE;TION OF FENCES.(3)CORES OF THIS"VEY MAP NOT BEARINO THE LAND SURVEYOR'S HIKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(t)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO ME TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTUTIONS OR SUBSEQUENT OWNERS. (S)ME LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 2 0 117.0 r v L I �` . . _ - OvraH 1 L 1 I / W r D. BLO BELGIAN \ AE1Vgy CK I I , I 400 Ostrander Avenue, RiveeNew York 11901,' o ONe O � tel. 631.127.2503 Pax. 631.'12.7.0144 FENCE a 0- admin®youngengineering.com m Do 4 4 J �i \\\ O• \ `S68° o 0 1 S�0 N"'� C RAM? DATING DOC ward HoK Young, Land surveyor \\� \ / 3/O �OA( � FRPPG� ,��I Y I • • : : I / o / r Thomas G. WolP g ert, Professional En (neer o a Douglas E. Adams, Professional Engineer \\ c \\ ___.. _. : I : 1 1 I : 1•° J / Robert G. Tast, Architect °Cry 2 I : : 1 : '• : I / i " Robert 5tromski, Architect 01 ' 0 1 � a s LZ I I Y 1 Lv 1 1 \ 03 11! ;t t PINE N P�`� \ '. •. \ ', •. . . I•• : ` of � o / = OCK 20.9' T1N Dd �` U p G 0 �OA D'ow or for I I: : : I : I I LL NED T- s� N78°10'00 0000 =_M' Bo o w 106-6-13.7) ; ;I: J: I " I: 200.0 V cu -OA V . 1:: , :/. :: 1: A o0 OA \\ J:• •1 :I 1. �F' a U aFL-n w gaCV .; N tea\ :> \\ /// /� / ,.•./. .'. .�, �1N �Q�F y 0 \ \ /• 't 4/ tj 21 o \ x \ / :: O o 41. o m v FLOATING DOCK i•, Q . .... . . . . . . . .. .8P. . . . . . . . . / / ". I r tz 0 l O 1Zi, i_ lJ 1J •• . '. \\ . 9� .•/ :; •ti.• . .� . `t• � z� 58'1°12'38"W I : ...�w t X 42.38' i .' .' . /. . X I MAR 2 G 2021 `• \ r � � ''•�•'••'•�'� ' .'.•/1'• � \ 515°Sa'll"W \ l ` / t �4� , rg o 26.27' Southold Town Board of Trustees xip !t s0• 1 °0 \0 ENGINEER'S CERTIFICATION .. ,' /• • :/: k ': I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE �. . . \ ° •,�/',',• . , .' e� , •' I °• DISPOSAL SY5TEM(5) FOR THIS PROJECT WERE DE516NED BY ME • I k'•'. .•• .' � /• • l' ••'l�r.'' ANO -�'_;. °= FLOATING DOCK OR UNDER MY DIRECTION BASED UPON A CAREFUL AND THOROUGH I 1 1 /' ' ' / •': RAMP STUDY OF THE SOIL SITE AND GROUNDWATER ROUNDATER CONDITIONS ALL jX t 1 LOTS, AS PROPOSED, CONFORM TO THE SUFFOLK GO sr' ... . .:.. 1 /' /.''. . r SERVICES CONS N /'.' j 1+,, v DEPARTMENT OF HEALTH 5E TRU _STAND 5 I . .. . . . .. . . . I I /'. ' ' it �s EFFECT A5 OF THIS DATE. �.\ �' �' PS G 3• \ / w MARKT N COINCIDENTEWIIH' ' �a 90. . . . . . . ..... . � / .• •• .x \ •, � � /.'. / .' I . l� � BULKHEAD ":' / / \ \ — — ; / I I . \i HOWARD W. YOUNG, N.Y.S. L.S. NO. 45895n ��� 8 u 8 ,•-� w. . . ..... . .. . ryN.Y.S. '_— , i`` ° THOMAS G Y401-PERT, P.E. NO. 61483 An t �, x. .-,- -- / \ \\ . . . . .�. . . . . . . . .. . .. I :• l` / ��'t 0 b'•` 40°16'33"E DOU6LA5 E. ADAMS, N.Y.S. P.E. NO. 80897 I \ I . I ry ry 5 : . I : U) 17.32' g r / 1 •• .• \\••�� �• \�.�� � I : • ',� /• °� 5 CERTIFICATION ' OR' I . I SURVEY GE I : : : : / I of b / - - - - - - - -- - - - - - / Y. ° s / . .. . . .. : / BOUNDARY AND TOP06RAPHIGAL SURVEYS MADE BY US AND/OR \\ \ J I I • i / �,1 088 q, I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING / 11 \ r, / I io 1� , �Z#Ob7� o TIE LINE ALONG UNDER OUR DIRECTION. :\ EDGE OF MARSH / - - - - - _ / i i cD2 . . . . . . . .. . . . . .. . . .. . . . • . . \ n \ / `'t o 100'FROM f S 0r— �- ' .• '' . . .. . . . . . . . .rp. .. . . . . . . . "' \ : ' // .•'/ � �. � WETLANDS r ZZ k I : '' /•<u. 1� i Wm 'l wt 1 +`i / C I t I Q '(TA} % X N 9V €' q X ;, HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 \ y, 107 7q, V. / j.'., A t' / t r I k674s6oM T o o c.X / / ,�'46 5. I �t ., / TIDAL VEGETATION AREA BOr4T STORAGE BU I LD I NG5 �`�8 „ 23� vo_ / .` :'.; :''. V. :.::: � '�, ► l �' v STRONG'S YACHT CENTER ��°g at Mattituck, Town of Southold E u: rX i; `�` EDGE OF MARSH / �` V Suffolk County, New York i : �. ,ti a y 4 V1 _- \ ' /.' . : : �I �tt `1` ` lip a� �l q :�:. 14 — EXISTIN,57 GONDITION5 MAP % 41 �ry • 1000 106 1 10 qy Count Tax Ma District 1000 Section � � •� •'' : •: ': . . . y p Iii eI°�k O6 Lot 13.4 2.60 •.• . .' '' • ' . . . . . . . . . . . . . . ��'� �' �'' MAP PREPARED MAY 22, 2019 -i4.6"I' ° 1 II 6"i 34 TIYy NSq°.20'26"1N.•'• 6.•Jr6 � I •� I. � � '• ••. '•.�.\''. . 9' 5560101:2011 N87 36 50 WI : 182.66' S 040,20 14. . °27.10 o ti 'l812' ''' N8p „ N N5S 2q 50s 30— — — \ r- Record of Revisions w: now or formerly 40 `� ° . . . \ \ ,2. y W �7 / REVISION DATE nw or formerly Russell Zellner 12 SHEET NUMBER DEC. 15, 2020 Denise Zellner Joseph Seth Tusa \ : : \ I ((�� S41 DOCKS 8 HWM MAR. 08, 2021 N \ �' o I dJ ry DOCKS MAR. 12, 202 Noreen Mary Tusa I � \ subdivision Map of "Shore Acres" o N Cq IN " o .� filed on January 3, 111 as Map no.41 I— subdivision Map of "Shore Acres" "' N � N 1 N j� filed on January S, I q 14 as Map no.41 40 0 20 40 80 120 r z 03 J} 1" = 40' JOB NO. 20111-0165 o / DWG. 2017_0165_site plan 8 OF 12 BASED ON OR16INAL SURVEY BY: NATHAN TAFT GORWIN, LAND SURVEYOR LINE / SYMBOL LEGEND x1 1586 MAIN ROAD PROPERTY LINE4i o JAME5PORT, NY 11947 DATUM: NAVD 1488 EDGE OF WETLANDS DATED MAY 04, 2011 Q EXISTING TO BE 1 AND Q! BASED ON GENERAL LAYOUT BY: REMO'VED/RELOGATT� "" .................... ............ J FENCE YOUNG AND YOUNG - 400 05TRANOER AVE A EX.CONTOUR RIVERHEAD,N.Y. 11901 y Q (631) 121-0303,FAX(631) 127-0144 '� MAP PREPARED: 01-03-2018 MONUMENT 0 MANHOLE COVER LA5T REVISED: 11-20-2018 �E STAKE � � UTILITY POLE CO) � N�3°3g22' 5s2001'I0'E LI6HT POST Y x 138.46' Ss w TEST HOLE STRONG'S U 6goo� YACHT CENTER _o now or formerly ° Glyn B.Weir t � -.l 'S Michelle T.Kir %3\0 N&4°53'40"W 0 584°53'46-E Kt8.46'— _ � 20N. IC-(-,ATION MAP; r o I" = 600'-0' ��4y(A / = a PERIMETER OF EXISTING EASEMENT = 5"All o Associates, 1_ pf/ 2 LLc (SEE CHART BELOW FOR COURSE AND DISTANCE) ID COURSE LENGTH C -_ -- '�w *., Formerly E1 N 38°27'46"E 26.40' ; 9 E2 S 23030'00"E 24.20' lion E3 N 66052'00"E 4.69' E `VELE* u , . �' J El %z z PROPOSE I ) SITE PLAN FOR: p S 20°E p $� � 52 - GAR � _. .... K< � IXNry � ���/Pp/ ��// .� �� -__ 61.4 STRONG'S NEST Nfl!_L, LLG ti o A �YYVVVVVV\\\\\\ 0• / 5TEWART TITLE IN5UF',",i E COMPANY � A� �r // TB-I\ 5180 WEST MILL ROA'-?, MATTITUGK, NY 11952 GOUNTY OF 5UFFOLK 10� i�/ PAVEMENT �� TOWN OF SOUTHOLD SGTM: 1000-10-06-13.4 56 i 9'$lO b A2�/j//�/� grELL w. O F �/ (war „ \ SITE DST - tt0 2 STY FR "_ \ T \11 ZONIN6 DISTRICT: . M-2 (MARINE 2) • r- --EX'-,TP16 f ff I STORY EDGE of RESIDENTIAL LOW DENSITY A (R-BO) U 4 I(I M METAL BUILDING TB2 I SHORELINE EXI5TIN6 m 42 TI33 TI34 I PROPOSED m 44\�\ \\� � - IDX TOTAL AREA: 32.9559 ACRES N.G. 32.9559 AGRE5 °. 4C�\ �: \\� TIE LINE ALONG BULKHEAD (I 435,554 SQ.FTJ N.G. - (I435�59 SQ.FT.) 4a �\\\ ��` $ SLA 6 16.4934 ACRES N.G. - 16.4939 AGRE5 W N (SEE CHART BELOW FOR COURSE AND DISTANCE) R-80 LOT AREA: so ��\�� ����� ` �� TB5 (718414 SQ.FT.) N.G. - (718474 SQ.FT� ID COTTRSE LENGTH 61tAVEL TBI S10°06'58"E 129.64" M-2 LOT AREA: I - r 16.4620 ACRES N.G. - 16.4620 ACRES FR cP � ����\ �\\ i n r ELEG. TB2 5810$I'$6"W 80.90' (111AS5 SQ.FT) N.G. - (717pB5 SQ.FT.) DWL6/ 5T \\\ \\ ., GOA. MTR'S DpGK WETLAND AREA: ,3 (STY o \ x Es TB3 S9°08'53"E 21.20' 27,333 SQ.FT. N.G. - 27 33 SQ.FT. Formerly O 50 �� Fx.FLOPT 6 T64 N81°39'45"E 41.90' 111,924 50.FT. N.G. - 111,52G 50.FT. w m sLA3 BUILDING AREA: o X TB5 S9 17'46"E 124.01' WOODED AREA: b.1 AGRE5 N.G. - 6.1 ACRES `p Donald � / GAR \\\\\\ � ., ° 1 l' �l �CI )848 Leogrande _ WELL eog\\\ \\ \\\\ T136TB6 S80°39'20"W 6.06' ? ". . TB7 S9 4$06"E 277.04' ._. .. .. E--�i X 581°31'20`E Qj, ` 111 TB8 S3°19'13"E 84.29' NOTE: 0 Z o q 117.0 O��p / 11111 1 A5'NALT TB9 S87°12'38"W 42.38' MACHINERY AGC,ESS i : PROP05ED FROM EXI5TIN6130AT STORAGE AREA. . ,k, g'0 TB10 S2 16'38"E 47.54' f� O ,��� �Z � PAVEITENT �- � O � W \ �`"� ,L�A� prN '1I 11111 11111 TB11 S15o59'11"W 26.27' _,r Q 8° 1 II Illi I 1 TB 12 S18 06'03"W 166.76' �GOPE OF WORK: '� ASPHALT I5 GR a 1N 11 I I Ill METASB I DING EX FLO IW r�QO�TORY TB 13 520°26'11"W 24.75' E. I.INSTALL TEMPORARY F':"'�)51014 CONTROL BARRIER BEFORE PROC.EEDIN6 WITH ANY SITE ,� ` PAVEtENT I�1 11111111111111 WORK. NO 0EBRI5 .a 1_ESE PERMITTED TO FALL INTO MATTITUCK GHANNEL OR O - NEI6NBORIN5 PROPERTY 1 111 OUTSIDE DE516NA70 :'EA OF WORK = M NOW OR FORMERLY rn - � \ DAVID W.E{>'�GOLA d I I ( � I I I I l 1111 2.5EE GOMPAGTION NO? PRIOR TO ANY SITE WORK. ^ � Q Q 11' 3.CART ALL DEL3R5 TO `i t APPROVED UPLAND SITE. 3 DONNA M.B05COLA a EXI5TIN6 GONTRAGTOR TO VEF p' V EX FR (1000-106 b-13.1) 4. ::F i' ALL DIMEN51ON5 IN FIELD PRIOR TO DEMOLITION AND I I I l l 1 I 11" ,.r EDGE OFC� � -br- I STY SHORELINE.� ` 1 � PROPOSED WORK,TI37 5.PROPOSED SLIP EXfE: ON,DREDGING AND BULKHEAD REPLACEMENT. EX. o A.WORK DONT 0t! —` ° - 0WL6/6AR �\\�\ I fu MATTITUCK I. REMOVE BULKH f'd.i,RELATED PILESA D ANCHORING AS SP6GIFIED ON DW6 SP2. w o \ \ t� colic A 2. INSTALL NEW W,t L BULKHEAD,PILES AIS ANG4iORIN6 A5 NOTED. 3. INSTALL NEW EA 31 AND WEST RAIL EXTENSION SUPPORT PILES 5[A� CREEK 4. INSTALL ADDITI !f,A,L WF TO EAST AND WEST RAILS. q II I�/� F 5. INSTALL 61RDEF FOR CATWALK SUPPORTS,CATWALKS AND RAILS. 2` POOL GRAVEL- II o 5 .FLZ6 0GK 6.UTILIZE RESERVED 50;1' AND MANBNERIN6 AREA 5U2FAGE COVER FOR FILL AND FINAL COVER,GOMPACT Er ;'VATED AREAS,6RADE DISTURBED SURFACE AREA ALON6 o 8 lot Q I If�J II EXISTING REPLACED BU_KHEA 15TORY 2 3 A.SEE COMPAGT1a( P:::,I E5,DWG SP4. EN6I R.-, �p 33� III J METAL " C� . 11:, •a o, O So 200 p0ll��II� / BLDG SP2 SP2 t/oiF 43 \ (III 1111�'' FOR FOR Gj �� ✓ 'A� 40 I I PROPOSED PROPOSED ;Tw,VP.INC� Q 44 \ /"���1/III I ASPtwLT TB8 DEMOLITION WORK IN THIS ( �' ° 42VEMENT \ , TB9PAIN THIS AREA AREA 44 42 40 4O \ �. \ �. //Z� Q° S a I \\ \' \ 150— o II IQ 3TBIO no" cM f caner I 1 1 ` �� "� \ / / // .•-.. ..' Th ,a P I IcGum gle a 50 \ \ 'l \\\\ \`� /// / r /f% TB 11 GRAVEL t ' .4 \ \�\�V\\ \ o EXI5TIN6 124 W x 60 L6 HAUL OUT SLIP JEFFREY T. EIUTLER,P.E. ti �/ �/ ' WITH A CLEAR OPENIN6 OF X24'5 � TO BE MODIFIED TO CREATE A e48 �„ � i24'W (NL) x 12.0'L& HAUL OUT SLIP W/ 0 N O EXISTING r 2 _ EDGE of , A CLEAR OPENING OF t24 (N.G.) 3 49 1` \ I I I I I \ ) / COW *O E FLOATING DOCK _ -- // o RP Z 4b � 1� n \ 1 ` \ � —� „�u E.S. � W ` I l 1 1 / / / �. I � � m 44- I ' \ / 4 2 TB 12 v Q O / �- - �- I / ` APPARENT M6H WATER I J m_ z Std 40 I I l \ ' l �i�� MARK IN COINCIDENT I L I K CQ W 35 — f / \\ \ / WITH BUIXHEAD J m z > s° _ _ _- �/ / \� \ _ / /I/ / �' ( APPROXIMATELY #216 IN FT OF TIMBER 0 - I- /� // I \\ �\ / ��Jlj�� !I TB13 I BULKHEAD TO BE REPLACED (IN PLACE) Q ~coNc. WITH PROP05ED VINYL BULKHEAD. TM1 66• 'V67-4 i i / , i % — — �— // // l/ �� - I I , I tr-. �[TM2 SEE PARTIAL PLANS ON DWG SP2 FOR 4 MAR 2 6 2021 � O Ca B 'f8%p. S23�p„ , / �i / i, _�_� — \ \\ �� •FLAB�z ` _ J MORE INFORMATION Q 269, /y W 34 /-� / — — __ �/ // \\� \� j�� �l Io : '�' 5EE BULKHEAD PILE PLANS AND a N Z CV N _ LU ,n �/° 3)/�� �_ _ — — — — r \ .``— / // ERM E OF 3 DETAILS ON DWG 5P5 604 26 �/ _— 1 i FLA66ED BY Southold Town Z X J — O /g/ ° 30 — �1/ FLAG�c3 WETLANDS AS Board of Trustees W � _ V � n1 _ \ I -- d 1 (( / J FLAr,�4 EN-CONSULTANrs I�_, O lu � O (v 1 1 1 I 1 ./ ON,LUNE 2017 C LL_ o f V S4OW 2zo� / � ' � � � � 1 Nos°o2'30'W ° N6y° I�- _ / I )J 111 EXI5TIN6 -t N m 11.34' N83 2230"W 4? °l4— _ — 15TORY BUILDING I HIGH _.... cSl LU 0 O 126.31, M9°561 4so�2 � � ��� /// �/// � $5 o�� j TIE LINE ALONG EDGE OF MARSH _ � � LL now or formzrl, 147790 W 60/ ��y\ J / /��/��//� �// 4iy ITM4 (SEE CHART BELOW FOR COURSE AND DISTANG� f / www.dignetnycli.com O O O O 0 / / / // �� / EDC-,E � TIE LINE ALONG MARSH: sf NC ;JIG.k, I7� www.call811.com � � z Town of Southob:t 015or �� 9° _ e�(0� 32.3 � W � � ( �rr ��� I ( � �t OF MARSH�^��� TM5 ID COURSE DISTANCE ��n1�U��7 ��1? (for other states) -1 1-- z 7s In �W TM1 S40o16'33"E 17.32' I 800-2�2���80 8�� < `� Z, FL f EDGE OF TM2 S81 58'34"E 88.79' I Q V �4 �'`} 1484°20'20"V4 \ b f �F�c 5 c�AVE1 51IORELIrIE �� TM3 S15036'20"E 69.74' - EXISTING / � �M�M� M '�O�' ?��' � R1�1`9r r FLAG I TM4 S07026'38"W 52.41' By law,excavators 1 .-ntractors working in For safety reasons,homeowners are strongly 1 _ the five boroughs of td `pork Cit and Nassau encouraged to call as well when Ilannin an Imo` --� TMS S29°32'33"W 69.50' y 9 P 9 y POE o " o " / o q%' °27 r, - \\ / /I TM6"' and Suffolk Counil n Lon Island must type of digging on their property. 586 I0 20 W 1481 36'50 W r c 840' "'N .: - �\ ! I TM6 S02 19'27"W 88.79' CONDITION SITE PLAN r I 2 ,4' 56, 1 l ~\ �\ �/� TIDAL ° contact hour but, o ni, n 10 or 811,at(east Homeowners can contact us directly t at 74.61 ha 613 1O 555 `� WON (I � 48 hours but non, tion 10 working days 1-80D-272 4480 or by calling&11,the AREA (excluding w,:eken, . ,:1 legal holidays)prior national call before you dig number.For " now or Former) nota or forrnerly m ' n-_r excavation work completed on(personal y subdivision Map of "Share Acres" Anthony .Dernxla T r \ excato vation work to- ie underground lines property,it is the contractor's _. Runa�ll Zellner 6 y - o FLAG 0 f1Lrl cn�C1nVaf 3,Igl4 a`a Ma no 41 - p � are marked Exca�� , �,nd contractors can responsibility--NOT the homeowner's--to Z y P Dorothy A.Dernaula 1 \ 80 40 O 80 160 180 240 - �"'' e, 3qd 1 also submit loco.. � � n:sts online,through contact DigNet.Having utility lines marked CC4 6RAPHI0SCALE is = 80'-0° FLM�I � � [TIC.If you do not rt": utly use[TIC,please prior to digging is free of charge. spi call 1-800-524-7( ),+.r more information. of 5 rn of NSW YOt?K Ch1' 800-272-��80 I BI PROPOSED ALTEf' "TION TO EXISTING BULKHEAD & LONU 15.ANP rn �n o X I W P� Not www.dignetnycli.com or www.call811.com EXI5TING EXISTIi1i PROPOSED ACTION:EXIST. C� = O (for other states) FINAL rn rn� o BULKHEAD: LENGTiI LENGTH: N EXIST. o GRAVEL 9JRFAGEn I REMOVE REPLACE IN PLACE ±Iql I •4'(�TO OUT) 3 B law,excavators and contractors working in the five For safet reasons,homeowners are stron I LEO 'A1' tlg7' ' O Q a ASPHALT 5URFAGE TO REMAIN y 9 y g y rr- TO REMAIN I � EX.HAUL OUT RAILS TO REMAIN y r Ln , z,R I z boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type LEG A2 ±I6 REMOVE 3 REPLACE IN PLACE ±1b' � Counties on Lon Island must contact Di Net, of digging on their roe Homeowners can RETURN 'A3' �' REMOVE 4 REPLACE IN PLACE „'� ±24'(EXISTING) a 'n 9 9 99 9 property.rte + , c I X 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling EX.OPEN I w10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For COVER I prior to beginning any mechanized digging or excavation excavation work completed on personal property, EXI5TIN6 TIMBER BULKHE F' LE65 AND RETURN 'AI' THRU 'A3' SHALL BE EX.OPEN work to ensure underground lines are marked.Excavators it is the contractors responsibility--NOT the REMOVED, REPLACE WI1"i 1 PROP05ED VINYL BULKHEAD. COVER Q I and contractors can also submit locate requests online, homeowner s--to contact DigNet.Having utility through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. Xf EX.V{NYL BULKHD EX.VINYL BULKHD i � 1-800-524-7603 for more information. REMAIN TO REMAIN I i EX.VINYL BULKHD TO REMAIN TO RI PROPOSED ALTEF" ,^ TION TO EXISTING HAUL OUT SLIP / EXIST. 03 ��� Q�Q — ' x-2.8't EL EXISTING CONDITION OVER ALL SLIP ALT5: EXISTING r','oPOSED PROPOSED / ry GRAVEL JJRFAGE n i i i ry TO REMAIN i I PT. OF MLw I I SERVIG ENLARGED PARTIAL PLAN ORIGIN I I To REMAIN 2,A TA6 LENGTH: L I NGTH: ENCROACHMENT: xMLH't x-4.4'± B , ; ; I z PROPOSED DEMOLITION t24' WIDE �' HIDE (NL.) 0.01 / ( FOR :o + X.O 2b - ±bO.0 LONG - .2.O LONG + / I i �` { MLW �4 E : t Z 12 SEAWARD 'PROPOSED I rn y I rn uREF CLEAR PASSAGE �F WALKWAY/CATWALK ALTS: EXISTING I''i'.OP05ED FINAL PROPOSED DEMOLITION' I x I II wI° �% / AT EXISTING I < HAUL OUT SLIP I N I EX 15T.FLOATING DOci: 0 x ��^ • I i I z """^ TAO LENGTH: f I N6TH: LENGTH: O ENCROACHMENT- AT l0 5 0 l0 20 30 D (WEST) ±4q' t14' ±2'x±25' SEAWARD r- I ww` �wv „ E EAST 13 SEAWARD Q SEE VIEW'2A' i " '� G x-4 0'± X i i➢ v1 GRAPHIC SCALE rn z I _ - r f O MLW Iw I = 10-0 (EAST) fig' Ji;:S' ±l2' t2'Xt ' I 3 i ���L 7c a x-3.3'± cr i i ENLARGED PARTIAL , ��. ,+ $ 1 i i rn �' MLW r i i O I HAUL OUT SLIP RAIL ALTS: EXISTING '.OPOSED FINAL PROP05ED Z PLAN',THIS DWG. ;g I�" D o : -+ o A EXIST. ±24'W x ±b0'LG D TAG, LENGTH: i 1 '16TH- LENGTH: ENGROAGHMENT: �. rn i t , Q : rn , , , HAUL OUT SLIP WITH A � F F (WEST) , . .l ± 11 O .o w , s �q t3 xl2 SEAWA RD r rn 2 I I r , , �t i fit , , z o CLEAR OPENING OF -24 y � G AST { '� 6 , (EAST) ±6�.0 1._.0 t-fq t3 x12 SEAWARD J.F � � � rn O � TO BE MODIFIED � I t� � EXISTING ��- rn i i BULKHEAD REPLACEMENT NOTE: _... I STORY METAL _ '_� �n p. TO CREATE A i i O BUILDING b ±24'W(N.G.) x 12.0'LG R, ; ;,. > • EXGAV/TED MATERIAL(DUE TO r a m 3 13ULKHE ANGHORIN6)SHALL BE �v o n n x = HAUL OUT SLIP W/ A» ' ' STORED}AND USED A5 FILL UPON (NO WORK) I I � � I r r - I I { � �_ o A CLEAR OPENING OF p i i -+ COMPLETION OF ANCHORING CO ...,. ±24' (N.C.) ?t o INSTALLATION. / 1 k ,� , , • DEMOLI HED BULKHEAD AND DEMO i i MATERIAL SHALL BE HAULED TO AN D v t o x 4.0'± > APPROVFD UPLAND SITE / N EXIST. — ' / ASPHALT 5URFAGE I i N / TO REMAIN ` i/ EX. ±4'WxtgI'L6 FLOATING DOGK EX.WD I art MLW r I I x-3b' EXIST. TO BE GUT BACK APPROX. f]' (^�-SAY ' ; ; MLw .^ I I W GRAVEL 91RFAGE %I (OR AS REQUIRED TO TO REMAIN x D x-4.4'± � TO REMAIN /� EXIST. D I II 0, MLky w i i �� .� / / VINYL BULKHD u //t ACCOMMODATE PROP05ED GRAVEL X i i TO REMAIN RAIL EXTENSION INSTALLATION). S)RFAGE EX.124'W HAUL-OUT SLIP i � / / rn ,I ___ - _Uy\ ,/ I TO REMAIN D W/(2�6l'L6 WF RAILS o i i W / / < '; f ' /- ELEGT W /� O z TO BE EXTENDED i t rn / / I ` 5ERV CW x-3.3'± FROM 6T TO ITIg 3 i i cx-cEXIST. ti rr �c MLN (5EE VIEW 3A,THIS DW6) z i i - z h GRAVEL SURFACE /it z I HEST EAST ' ' / TO REMAIN I: / AI '' f/ < A O RAIL RAIL $01 / N °a IL 60 /�rO O F r 1 ,- 1'oPO�E / MLW E WOOD rT CATWALK , / I IAUL ' 5 EI_EV / x SEEM A/ i w EX. ±4'Wxq'L6 PORTION OF FLOATING DOCK TO BE ` �' C:i iLAIRGED�ARTI i F� i- \. r BULKHD „. 1 LAM,THIS DWG / ^. �� /� I ,�,�O �`�� wk r _� REMOVED TO ACCOMMODATE PROPOSED RAIL � � � /i�/ j` EXISTI FLOATING DOCK / `� `\ k 3 / r/ LE6 w 1 Q I EXTENSION INSTALLATION (t4k±82 PORTION OF Lu"o I EXISTING FLOATING DOCK TO REMAIN). — / m > A>� Z 1 ` _ LL_ EXISTING rr I�LL m I GONG. SLAB / EXISTING i r- - EX. MTL RAMP EXISTING FLOATING DOCK I //;� r ° I o " MATTITUCK 1 ..i / / < ELEGTRIG r , r `' EXI5TIN6 ' ' SERVICE 0'/ tq' EXISTING 2.5'x20'LG METAL RAMP l g CREEK ° LL 11 I / / o 1 STORY METAL '' �"� Ox W it RESGONNEGT POST(,ONSTRUGTIONAL I /r , Q j ✓ (� Z BUILDING i ' (NO WORK) MM � EXI5TING DILAPIDATED 140 PLATFORM I I / F-'-1 O - n TO BE REPLACED(IN KIND,IN PLACE) X rn �� .� i t IRRE60LAR SHAPE: tq'L6x5'W I o o / d, LU MATTITUCK flit o EXIST.ASPHALT EXISTIN6 % CREEK I z TO REMAIN u - %� / / I O kZ I STORY BUILDING ,, rrt z (NO WORK) rr I A o " �' k/ / O I FT . z MATTITUCK a / o / r'AI; LU EXIST. a' k �LKHd CREEK �• PT. OF VINYL BULKHD s S /�' j < X ti %% I ORIGIN EX, VINYL EULKHD TO REMAIN _ TO REMAIN u� r r I O' - -- __ - OR �,� � � ••/•� ti AREA OF _ QQ ,j / PROP05ED INCIDENTAL DRE061N6 I r ' / ' / 2�} / TO REMAIN EXISTING Io 10' BEYOND BULKHEAD REPLAGENENT TO MAINTAIN A EXISTING CONDITION PARTIAL SITE PLAN EX ��," -s.o t B �4 / / 2 Ob S ' X MAX.DEPTH OF 4A MLW,[-53 NAVDbb] ril WALKWAY REF ML14/Gl�AR NITS 603, Q7 / +� APPROX tab GY OF 51LT/5AND SPOIL TO BE PROPOSED DEMOLITION r0 REMAIN I AREA OF PROPOSED x` O L15ED A5 BACKFILL BEHIND REGON5TR1V_F0 EN61 ER: �'/Icy BULKHEAD II 'F p x V x`1�±/ 5A't / MAINTENANGE DRE96ING AI //1 n I. p' �y /0 / PROP05EP DREDGE AREA 15 LIMITED TO / v EXISTING �� © © X / ///M�W THE PROP.LENGTH AND WIDTH OF Moo // / EXISTIN6 t24 x fbOt6 / / HAUL OUT SLIP, x GONG. SLAB \ 20 IO O 20 40 60 O O s HAUL' T,5LI ITH A CLEAR t12L6xt24'WIDE(I,?28 50.FT� SSV' �� 6RAPHIG SCALE I' = 20'-0' G © o / // F/ OPENING OF t24 -5.0 MI-14AC-6.3 NAVD88l t/ %' Esc x-4.O'- ` i r im O //TO BE IFIFD TO'GREATE,,4/ L WITH A MAX OVERGUT OF 6" l ' O� ' �s J� r- '' "7 � O u� ' ' r APPROXIMATE LIMIT OF n w I / 4L{(N�J:x J2 OL6 / APPROX tq3 GY OF SILT/SAND SPOIL71� o / / MLW �, =��^ 4 m W v I IOUIP WITH/C CLEAR/ TO BE USED AS BAGKFILL BEHIND a EXCAVATION DISTURBANCE /BACKFILL / =4A f 2cf� � ` BULKHD <Q I �+, -c /U �// NIN6�OK t24•:(N.G7/ REGONSTRUGTED BULKHEAD � SEE PARTIALSITE PLAN - / /tit W� � ��3 EX15TING FLOATING DOCK '� LEO b O x /M'3' //Z51/ ' 4/ / I ° EX.MTL RAMP x- 4'- aPROP05ED VINYL BULKHEAD DWG 5P5 � 34 '/ c� / EXIST. ` LAG #I _ J r rn ML�1�/MLI I __ D ELECTRIC ELEG A3 _... ® SERVICE SERV JEFFREY T. BUTLER,P.E. A3 BULKHD -I mow` — tFt ' x-�+ -5A't / To REMAIN j/��\ PROPOSED WD 11i;.,[)I�DATED WO RLATFORM) „ M W ��� (IN PLACE OF EXI.1 O _� < ' w / / I EXISTIN6 / / I CQ \ Opp LEO FLAG #2 ""^ IRREGULAR t"LG�EiW EXIST. r �� !2)" Xr l,L.F. 6/ I , �� . �/ X o _ / ST C TRAVEL Al 5 �/ ^^"^ GONG. SLAB / I L_ N O v V` \, GRAVEL m / -(( REMAIN 10 \, 3 I EDGE OF WETLANDS AS FLAG GED g i ///J / PROP05ED ±216' 'V VINYL BU KNEAD U` ~ \ p1- I / ' SURFACE -i r M t(/PROP. 12 L6 WEI�7 / L L I -i — O gp6 / Y� BY EN-G0N5ULTANTS ON JUNE 201 TO REMAIN , ' /EXTENSION OVER PILE / 50 / (IN PLACE OF EX!S FING TIMBER BULKHEAD l�` I ' �+ / a ;/ Ln FOUNDATION'AT -LW1-4 / a/ I g / FOR INSTALLATIC!' DETAILS AND REQUIREMENTS p Z }- / // SEAWARD END / ?� / x-4.o' / SEE 'PARTIAL SITC: PLAN - PROPOSED VINYL BULKHEAD o T l /� {LW' �DIN6,TNEEXIST;' x-3.6'± EXI5TIN6 G I '- / /t24'w 1AUL-O(1T SLIP/ / MLW I I STORY BUILDING DWG SP5 I rn ,� LLJ %3 m Q I ll %o- ( -5.0't FROM'60'TO�2'Ig) a O F-� / / (NO WORK) t / Q J m Z PROP05ED / //�i// j // , / / / EXISTING CONDITION PARTIAL SITE PLAN �L,, -_► Z r p ~ 3 BULKHEAD REPLLIMENT, EXGAYATION / 5POIL + ➢ ' / OAT HAUL/ / NEW ±2'x±72' TREATED WD CATWALK / /' 3 PROP0;-'ED WORK § OL �� I / / OUT'5 IP'/ ' o/ 1N E OF EXIS INC t2'xf5 'CATWALK ALONG RAIL I Z �p Z Y Q A. APPROXIMATELY 216 LF OF EXISTING TIMBER BULKHEAD TO BE w / /D1H TO REMAIN/ �" REMOVED AND REPLACED (IN-PLAGE) WITH APPROX. 21b LF OF � / ;/ / I / �xre��TO I A% / °' I �.� LU LU o PROPOSED VINYL BULKHEAD. ,Q o / D hb I D ' A D z/ / /'1 _ A-+ Z QL O N N B. PROPOSED INCIDENTAL. DREDGING �� ip 20 10 0 20 40 60 O O 10' BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A MAX. DEPTH So k - F j jK / E CATWALK I X - �� / %MI YQ� GRAPHIC SCALE I" = 20'-0' I w Z OF -5.b M5L(±), [ b.3 NRVD8b] W/A MAX. OVERGUT OF 6 +: v / /-o // /_ GRO55-5EGTIONAL AREA: 12.53 5Q.FT. % o m� I/I W� .d} 2 SEE ART P AN, //MLN Cn 1 [y U O CV • - RAIL / / . " I MLW / I- J H v N lY� • APPROX ±102 ICY OF 51LT/5AND SPOIL TO BE USED A5 BACKFILL r `� w - I/ /' � , SP3 WF OHNE TION r- ���� / �'�i A3 � c� O G D . (EAST IL) o ^�� `X A2 O BEHIND REGONSTRUGTED BULKHEAD A ��' �'_ > � l / / � � v ,,.�..��.,,� �% L s O P�.;�, �."\� pi� LL. ENLARGED PARTIAL PLAN WJ D F I / / EAST ;/. N / ,` : �� <G P �' �,° O 3A PROPOSED WORK Q N / x/45-/ RAIC ,. �.�., a >L O L1 f N17p I x X rn j/I - /MLW// / w O / -(�'�I \ _1 Z I— 1 � F,/ . �.o't I / � I ` EXISTING Q r , , I /, /QG /I _! ►J PROPOSED GATHALK EXTENSION GONG. SLAB A2 I3ULKHD LEG =� \� MATTITUCK IL 7 • EXI5TING t2N x t5gLG WD CATWALK TO REMAIN . �, I 10 5 O 10 0 / Q -4 U' 3 SEE PART PLAN, . .,. PROPOSED t2'W x i6l_C WD CATWALK EXTEN51ON `3� GRAPHIC SCALE 2 I" = 10'-O' / r�'Y$=4'& �Z / z WF CONN. 's W/RAILING -t-� \ CREEK P A 67E: �r / SP3 (WEST RAIL) PROF051 D OVER ALL FIN15HED L E%TH = :E12' y� �� / 4T w SEE 5P3 FOR DE516H AND INSTALLATION REQ'MNTS o LA6 #1 D I • / ' o o � x-3.o'± PROPOSED O© 1 y _ EDGF� ARSH '''.:'.:':. ':: ':'':' :: :' . :'.:':'':'':' ::'':: . ? c o u MLW 12'LG RAIL EXTENSIONS PRO -1 VAR 2 6 2021 P05ED FOUNDATION BULK A3 a ti.. . FLAG #2 S x HAU • � � � o ^-^ - our f- OUT SLIP RAIL EXTENSION �� PROP.RAILS,OUT TO ) I ••• • 12 tP GGA TIMBERTIL.E 44x12 CGA GIRDERS(TYP) � I FOR DE516NANSTALLATION REQ'MNTS SEE DWG SP3 �"� EDGE OF WETLANDS AS FLAGGED Se thold Town ° x ` gob SP2 BY EN-GON5ULTANT5 ON JUNE 2011 E�o� o` (rustles _, I I of 5 EXISTING GATWALK PROVIDE CATWALK GIRDERS FOUNDATION PROPOSED t2W x 1151-6 WOOD CATWALK 0 To REMAIN I SEE DWG,5P4,FOR INFO 2-3x10 GGA TIMBER 6IRDER5 PROPOSED S.S. PLATE CONNECTION (CATWALK FND)MOUNTED 13ELOW12'x 10' x 0375' THK PLATE PROPOSED 5.5. PLATE TYPICAL PILE FOU ATION FOR GATWALK SUPPORT 5Y5TEM 2-4x12 GGA TIMBER PROPOSED 5 61RDER EXISTING PROPOSED .5. PLATE WF RAIL 12'1-6 RAIL a3/a'WELD(FULL PENETRATION) AT ENTIRE PERIMETER • 36' x 30' x 0375' THK PLATE-QTY I I CATKALK • PROVIDE DOUBLE PAIRED 61RDER CONNECTION PILE I (TRAVEL RAIL PND), 0 36'x 30' x 0375"THK PLATE-QTY I TO REMAIN 1 EXTENSION aLOCATED 0 CONNEGTIN6 POINT OF PROP./EXIST. INF • %.,WELD(FULL PETIETRATIOW FULL PERIMETER EXTENSION SP4 • SEE PILE TRIM DTL MEW 5,DW6 5P4) I SEE VIEW 3,THI5 DWS-SIMILAR 0 3/e WELD(PULL PENETRATION)FULL PERIMETER � FLANGES(INSTALL ON VERTICAL PLANE) • LOCATED 0 HORIZONTAL CONNECTION POINT: ; MIRROR . SEE VIEW 3,THIS DWG FOR SIMILAR 0LOCATED® HORIZONTAL CONNECTION POINT. TYP OF 2,LOG.0 OUTER 51DE OF EA.FLANGE,A5 Stt;i l PROP./EXIST.WF BEAM WEBS(SKYWARD SIDE) 1 •• PROP./EXIST.WF BEAM WEBS(5KYWARD SIDE) I WF BEAM TO PILE GONNEGTION � PROPOSED HAND RAIL(ABOVE) A5 SHOWN PROVIDE FOUNDATION FOR ��'PLT -•• - -- -- - -- -- ---- - - -- -- -- - - -- -- - -- N PROVIDE SUPPLEMENTAL HARDWARE USE: I -3/419 x12"LG,6ALV.I BOLT WU WASHER,I E30LT TYPICAL PILE FOUNDATION FOR - II h PROPOSED GATWALK AT EXI5TNG RAIL 3G E 1 — -- r- - - -- -- - PRDi'�SED 12'x1131-6 110 THI5 CASE,INSTALL THRU PROPOSED PLATE, HALL,OUT RAIL SUPPORT SYSTEM METHOD OF SUPPORT AND CONNECTION TO USE: I - x12 LG,6ALV.LA6 BOLT WI/ EX.CATWALK(2 x5416) 5P4 PROPOSED WF BEAM TO PROPOS®PILE 2-4x12 GGA TIMBER GIRDER(LOG ABV TO BE REPLACE I I woo CATWALK I i EXISTING,PILES TO BE DETERMINED WASHER I BOLT/INTER5EGTION I TYPICAL CASE,INSTALL THRU PROP05ED WF BEAM TO CATWALK GIRDER,SEE VIBr12-SIMILAR) (7N PLACE,IN KIND) E I INSTALL THRU PROP05ED PLATE, 4 3p` EXI5TIN6 WF TO EXI5TIN6 PILE 5P3 PROPOSED PILE MOUNT TO TIMBER PILE PER DETAIL,DWS SP4 -- A I I 2A I I I I I? 1 SP4 (51I� I ,::: •::.:: :.:.:: .:; 5P4 _ — - —— PROVIDE TIRE STOP <::.- � -` -• � - SEE NOTE VIEW I THIS DWG I• I i-�1 I. 'I 'it':`. .::,:.F:_:;: •.:�.: i• � .r I. L�' � • I I I I � I .:,,::•. �.:•�::�:' , p f I 1J ;r :,.,..,: :[:: .,•:•:: •:;•4:• 155' V I I IV y�I I ; :'• : c2'::.::{Il:�:.'•.•L'•:.• I'r,I - •I 1 1. 1 :•.r:.: :::{: �'l::r .:•::•.: ..::T. �: `VI` I 1 ALJ I 1 I I I I I I `� F ..:..:. .:A....:.:......:'�..::5:::::;: •I• �I I. 4 LI i 1 0. rt: r: r:•.�:::' .:::: :::./: Q / I /I'1 } \ �I I I I 1/ 1 1 \1 1/' O :'::•::•:.:.•!:•::•F:::.:`r. :.::r \ / F \ I I I/ ,:•.:;:y:;:�. �. ,1 PROVING / \ \ .•..1..•..! L 'I,. I• •I. I: _ D PROVIDE GATWALK GIRDERS r I. :.L•.:�::::-::.: I r l I Y �I I I — I — EX.WF BEAM :i':: :; :};.:'.{i;:'::('i:.::. '::: - -1 E�5T;WF.BEAM :::,+-,.:•:<: I::-::•:,:(. . PROP.WP BEAM F _ TIRE STOP? - 9 I — (•:::.::•. 10. 1r - I I — I I — I .:'•:$.::.;.•:�.:•:•::#.:.::.: :.;::.:••:• I' IJ� PROP.WF BEAR 2-3x10 GGA TIMBER GIRDER5!GATWALK FM) 1 r :: :•;.;•:,:: :: :••:; :::•;•,;:::• WF33x1118 It 'I '. :I' NOTE•v1EW I _ I I I I WF33xl8 k.• r �� WF33x1118: t:.: �:.k:.: + �. % — \ \ {.::.::[.:::....:.•..::: : WF33xIIS. r �' r• i . . - \ \ T RAI MOUNTED TO TIMBER PILE BELOW 2-4x12 GGA I Ccs ® :...F..:, F•: ::•:•�: •(WE5T RAIU TIMBER GIRDER I ' .1 I• (EAST RAIL) ' ::fi:: -};..; :,: ` :..;•:::j'• ' (EAST RAIL) 4 ( cv I .THIS DWG, I I I I I I I + (NES L) I•I F I ;:y. (}:•:i'a L. i�':�.: t'::1 ! •- 1 1 I •,' ;:;: — .I �I (RAL PND) • • , 1 . �:: '::,•:�:�:;:[::'.•._•.:.:• .:• — �I: o•a �I. - aI: I, I 11, I I , i I , I I s��>:�:;)�:�.;{:::':I:'•::.••:: �•:• `��:� I .1 1 :,:•: :�.::r•.::.. t PROVIDE 4 TYPIGAL PILE FOUNDATION FOR TYPICAL WF BEAM TO PROPOSED D a PROPOS D ( I 5P4 SUPPLEMENTAI- HARDWARE A 3B HAUL OUT RAIL SUPPORT 5Y5TB�1 PILE CONNECTION a I I I I I WOOD GATWALK I I I I I I I I I I I I WOOD CATWALK I I I I I I l USE, I -3/V0 x12"1-6 6ALV.LA6 BOLT W� 3G �3 2- 4x12 GGA TIMBER GIRDER,EAST RAIL „ PROPOSED HANDRAIL PROF05ED HANDRAIL r ti PROPOSED 5P4 USE: I -�4 Q x12 1-6 6AW. ry I I I 1 I WASHER, I BOLT,/IN I SP4 I (LOG ABOVE GATWALK 61ROER) I LA6 BOLT IN WASHER (� A5 5 RAIL(ABOVE)AS SHOWN • INSTALL THRU PROPOSED PLATE, u'� CONN I MOUNT TO TIMBER PILE PER DETAIL,DWG 5P4 EXISTING ( , I I I I I I I I I I I I I I (ABOVE)As 51IOWfV I I 1 1 EXISTING WF TO EXISTING PILE I THIS CASE, INSTALL THRU TO REMAIN 1 - -- -- - -- -- - -- -- - -- - 1-_i --- - ---- -- ---- -- - - -- -- - r - -- -- -- --- - - - -- ---- - _r - - MIRROR VItIYL BULKHEAD r_ - PROPOSED WF BEAM TO PROPOSED PROPOSED PILE 1- EX. EXISTING WF RAIL WF RAIL EXTEN51ON B C D I FTIN TIrILE - TYPICAL PILE FOR TO REMAIN SEE DWG 5P4,FOR ELEVATIONS G VjNr PILE GATWALK SUPPORT SYSTEM 3 130'PASSAGE ro RFM ��yE�b EX SP4 I 5P4 GXTK41K I I I • PROVIDE DOUBLE PAIRED GIRDER 146'-6/4 TO I TIMBER CONN.PLT TENSION PROP05ED CONNECTION PILE f60'-Ilys'TO POINT OF OR161N(0;0) POINT OF OR161N(0,0) PILE MIRROR 12551-610 CATWALK • SEE PILE TRIM DTL(VIEW 5,DWG SP4) ® EXI5TIN6 BULKHEAD 5HEATHIN6 0 EXISTING BULKHEAD - E- SHEATHING j A B C D A PARTIAL PLAN - WF CONNECTION 2 WIDE FLANGE GONNEGTION, EXISTING TO PROPOSED (EAST RAIU 16o'-IPP'4'TO POINT OF ORIGIN(op) TIMBER MATTITUCK SCALE:YY = I'-0' B EXISTING BULKHEAD SHEATHING PILE CREEKtol EX. TIM13ER f Al PROPOSED VINYL BULKHEAD PILE APPROX. 1147 L.F., IN P-AGE OF EX WD BULKHO, SEE DWG 5P5 FOR INFO. Q PARTIAL PLAN - WF CONNECTION �klsr�NG P REt AINDER r NY EXI5T. WIDE FLANGE GONNEGTION, EX15TING TO PROP05ED (WEST RAIL) roRFM <..;'r 10"0 CGA FLOATINC, DOCK SCALE:& = 11-0' TIMBER 14'Wxt52'L6 XISTING SHORELINE PILE O O — — _ — — — — — — EXISTING SHOREL{NE pROA W �Q ,— � EXISTING SHORELINE � N EX, WD BULKHEAD TO REMAIN ELECTRIC SERVICE MATTITUCK EX15TING TO REI TAIN FLOATING DOCK C�WyA CREEK pk °SFo�� L� a% V- z W m o x ^^^^^ REMOVED FROM VIEW FOR PURPOSES OF CLARITY: �Oq F EXISTING AND PROPOSED 2'WIDE WOOD CATWALK °<<o�vF� }- EXTENSION AND I FOUNDATION (EAST RAIL SIDE) [_, X LL SEEPARTIAL PLAN, SEE NOTED DETAILS/SECTIONS ON DWG,SP3 FOR C� LU WF CONNECTION ADDITIONAL INFORMATION W O L-x15TINr (EAST RAIU 2 Z 1f) . ° EX.WD RAMP FLOATING DOCK TO REMAIN A B C 1 CONN DTL 5P4 CATWALK PROP.12'x63'1-6 Wo F N .. I EXTEN51ON I CATWALK EXT. OMITTED FOR CLARITY n/ rr-r`I i Z j/t -j- -i,-^ T r'I r i /f,Ti�r^I �f-`I z -•i�f�I 1 i r i i�Y"moi 1 ^i i /r^z - I I�-3l _ ,��-�I r C4 i II hh•I 'T�+� BX7T1I7 III I\Iw I 1\I I I 111 \I I'I \I I Ill I 111 1 1 I\I Ill d ? 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'r l./WEB IN HORIZONTAL • PILE LOCATION AND GONF16URATION ,��� EXISTING HAUL OUT SLIP RAIL PROPOSED POSITI, ',S SHOWN SHOWN FOR REFERENCE PURPOSES FOUNDATION TO REMAIN 15 TON GGA PILE, I2'4VX25" LG, MIRROR I MATCH E-,5TIN6 WF ARRANGEMENT ENCINEERI (TO BE VERIFIED IN FIELD) I O GGA PILES AND 6IRDER5 DOUBLE PAIRED 61RDER CONN.PILL=(DTL 5,DWG,SP4), I TYP. WF E3i_;`,I I TO PILE GONNEGTION REQUIRED QTY+ 16 -3/4'(P x12' ['G' GALVANIZED z LA6 BOLT 1•' ' '.A%ER PROVIDE TIRE STOP I I I , I BOLT PER lk I!-RSEGTION �P . Y T. ✓T x USE I' THICK PLATE,55'H x 31.3'W + z T.O.U'f'ER F1.":'r�E k ., <� • LOCATE AT SKYWARD SIDE OF WEB(INSTALL VEIRTIGALLY)BE LEN.fl-ANGES,I I + r + V 2 PRIOR OF END OF BEAM v — WF WEA(BEY,- )) _—————__—T ———— LU 17�- EXISTING ' _'1 • 3/g WEl�7,3 SIDES{FULL LENGTH)®BOTH SEAWARD t t_ANDWARD 51DC-5 OF PLATE � O �' o =— —_ ————— � m I, � tU t24'W x ±60'LG HAUL OUT SLIP • TYPICAL OF EAST AND WEST RAILS rr t- BA.LOWER ! !LIGE Z �� E.*;157 ASPHALT , WITH A CLEAR OPENING OF ±24 I TO REMAIN TO BE MODIFIED TO GREATS A 1 6 PWF ROAM v -+ SEE — ,uWG - FOR PILE SEAT- I OAS /3�mm `a I IL TYPICAL KIR_ hJZ TO PILE O� ±24'W (N.C.) x �2.0'LG HAUL OUT SLIP SP4 ES 1� „ cn I z WF3OV l8 ; n THRU BOLT C.f'7i'NEGTION JEFFREY T."Bi/TLER, P.E. ' WITH A CLEAR OPENING OF 124 (N.G.) I 0 0 (AEiOVE) F G F= � � USE: 2 -9/4'm G.°,1.�✓TIMBER BOLTS W/ 1 �'+"TYP 0 0 PROPOSED 12'19 ADDITION OF WEST RAIL (2)WA5HE-R5 a !uT(HEAD$END) (] EXISTING EAST AND NEST RAILS AND I TO EAST AND WEST RAILS AND � 121g EXTENSION THEIR FOUNDATIONS TO REMAIN THEIR PROPOSED FOUNDATIONS I AND 21+x12 GGA D ,;,1�ED GIRDER5(TYP) < © EAST RAIL N K PROPDE OSED ANGE BEAM EXTENSION ( 12'19 EXTENSION ,�-� ,� TYPIGAL G<.i\ PILE en 12'0 x t25LG, r_, I-OR • PROP WF WEB TO ALIGN W/EX.WF WEB FOR A SEAMLESS TRAVEL PATH(11I _� SEE PILE TRIC 1 'I,!L N0.5,DWS SP4 • PROP.WF FLANGE TO AL16N W/EX.WF FLANGE FOR A SMOOTH EXTERIOR FACE(TYP) -��' � J � � • WELD PROPOSED TO EXISTING BEAM I I ,- J LLl v m Z .. 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ISL _ 1w I� i� I I� I I Imo-' I I I`-'I W LLt 0,0 ORIGIN 'X' ORIGIN `�� X' ORIGIN fi o www.dignetnycli.com O 0 o EX.VINYL BULKHEAD TO REMAIN ���^ tiw 7 —1 f N�l;'1C I C111 °r P-I Z 3C titiwwww.ca11811.com ,.r) 3 5P4 ���✓ $LON (;�,�f I, (for other states) IW` PROP.WD GATWK EXI 7.U: z CONN DTL �Py4. 3'-4yq" 3'-4y4' 3'-44 113/4 EXT.OMITTED 800"272-4 801 811 r-;RA EL SU-PAGE i >� MIRROR O I (� TO PEI IA'itI EXI5TING VINYL BULKHEAD TO REMAIN FOR CLARITY - 0 EX15T. 1 PROPOSED PILE FOUNDATION PLAN A E TENSION MATTITUCK y g strongly PAGE: Q PILE LOCATION AND GONFIC-{JRATION SHOWN FOR N B law,excavators:1-' rntractors workin m For safe reasons,homeowners are strop I GRAVEL SURFACE REFERENCE PURPOSES(TO BE VERIFIED IN FIELD) B C D the five boroughs of I: York City and Nassau encouraged to call as well when planning any TO REMAIN (FOR HAUL OUT SLIP EXTENSION) 38 `� CREEK and Suffolk CounI, Long Island must type of digging on their property. SCALE:Y' 1'-0' • RJAINb contact DigNnt,1-KC, '7.�-4480 or 811,at least Homeowners can contact us directly at EX SP4 12-0 LG ER 48 hours but no m,I 1•nn 10 working days 1-800-272-4480 or by calling 811,the o EXISTING RAIL LENGTH = tbO'las(EAST AND WEST RAILS) V/NY/ RAIL ADDITION °�"IT' REMOVED FROM VIEW (excluding weekenit.•,I'1 legal holidays)prior national call before you dig number.For 6 FL'/ATIN, to beginning ary n: 'lanized digging or excavation work completed on personal 4b r ,G' FOR PURPOSES OF CLARITY: excavation work to Ire underground lines O g property,it is the contractor's PROP05ED RAIL LENGTH = t72'L6(FAST AND WEST RAILS) ` � ' '82L6 PROP05ED WOOD CATWALK AND IT'5 are marked.Excavr 1. •and contractors can responsibility--NOT the homeowner's--to FOUNDATION (WEST RAIL SIDE) also submit local, :,.,,sts online,through contact DigNet.Having utility lines marked SEE NOTED DETAILS/SECTIONS ON ITIC.If you do nn!,1 ntly use]TIC,please prior to digging is free of charge. SP3 • call 1-800-5244Fr( 1-r more information. DWG,SP3 FOR ADDITIONAL \\ INFORMATION - - _ of 5 PROPOSED PROPOSED CATWALK SIMILAR MATCH DECKING CSI EX GATWALK RAIL DESIGN: (TD MATCH EX UG CATWALK GONsrRTIOI� 3 2 HAUL OUT SLIP WHEEL ASSEMBLY GENERA!_ i`,;�.�.i._ES, NOT TO SCALE 2xb CGA TOP RAILING SP3 SP3 2 I PROP. CATWALK NOTES: 1. DRAWIN65 ARE NOT I - BE 56ALED;DIMENSIONS TO GOVERN.PROJECT COORDINATOR FOR REFERENCE PURPOSES ONLY 2x4 GGA BOTTOM RAIL SHALL BE NOTIFII) 31'ANY DISCREPANCIES. I. ALL HARDWARE SHALL BE GALVANIZED. E TAKEN TO ASSURE MINIMUM 015RUPTION OF ALL OCCUPIED HAUL OUT SLIP WHEEL A55EM3�Y � PROPOSED TIRESTOP 4x4 GGA P05T 129' I CATWALK ADDITION I �3 I 2.A�PROPOSED PILES I LUMBER SHALL NAVE GGA 2. SPECIAL GARS SHf�.I i3- NOT TO SCALE USE I'THK STEEL PLATE 9 PROPOSED BEAM. WF 33x118 PREM15E5 EX15TIt?'t IMPROVEMENTS AND UTILITIES. • TYPICAL WF BEAM TO RETENTION OF 25 LBS PER AWPA STANDARD UG5A' • FOR REFERENCE PURPOSES ONLY 3 i 551t x x313'N MATTITUCK MEET EXISTING � INSTALL W/WEB IN HORIZONTAL POSITION 3. GENERAL C.ONTRAGI`,: SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY SEE DWG 51`3 FOR INFO PILE CONNECTION 3.ALL FASTENER TO BE COUNTERSUNK AND FIELD 5.1 5.1 HANDRAIL AS,SHOWN ERECTING ALL F'.t_:i;'i2ED BARRICADES TO PERMIT SAFE PASSAGE DURING SP3 CREEK USE. I -%4�x12"L6 6ALV. MATCH EXISTING WF ARRANGEMENT TREAT ALL GUTS,NOTCHES AND DRILLED HOLES CON5TRUGTION. PROP05ED WF BEAM I LA6 BOLT W/WASHER LOCATE PER VIEW I,DWG,SP2 PRIOR TO ASSEMBLING. 4. NO MATERIAL SUB° 1'I'BION SHALL BE MADE WITHOUT FIRST INFORMIN6 THE ENGINEER, AND PROPOSED WF EXTENSION TYPIGAL WF BEAM TO I BOLT/INTERSECTION 4.ALL SIM'IP50M STRONG-TIE CANNEGTOR5 SHALL BE SUBMIT 5UB5TITU!-! 1 MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN 3A I I 2'11■ STAINLE55 STEEL. WRITING TO THE I.:, "I IEER PRIOR TO COMMENCEMENT OP WORK. PILE CONNECTION RAIL�Cy 5.DECK J015TS TO BE PLACED PER tl0'O.G. 5. ALL MATERIALS Ari^i t')BE NEW AS SPECIFIED PER CONSTRUCTION DOCUMENTS. ANY MATCH EXISTING WF(WEST RAIU ? • INSTALL I^V WEB IN HORIZONTAL � � USE: I -s/a Q xl2'LG,6ALV. SP4 � I (TYPICAL AS,SFbWN) I TYPICAL GIRDER TO PILE -- PROPOSED POSITION A5 SHOWN LAO BOLT W/WASHER m ALIGN THRU BOLT CONNECTION ( -� ' USED FIXTURE-5(>l- ';-;ED MATERIALS ARE NOT ACCEPTABLE EXGEDT AS NOTED. • MATCH EXISTING WF ARRANGEMENT ��--� I BOLT/INTERSEGTICNN 3 ( 2'$'4 CATWALK AND RAIL .---_ b. GENERAL CONTRAGI 4,SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER USE: 2- /4 Q GALV TIMBER 2x4 GGA WALK SURFACE COVER - PROPC�®12 m x Z5L6 CONTRACTORS,�`,.t: 51TE MANAGEMENT. TYPICAL GIRDER TO PILE PROP. 2xb GGA R J. l BOLTS W/(2)WASHERS 4 NUT SEE DTL 4,SP4 FOR FRAMING GGA TIMBER PILES(TYPJ 7.ALL MATERIALS WILL INSPECTED AND ALL.DEFECTS AND IRRE6ULARITIES IN PPOF. RAIL l PROPOSED CATWALK d Ex. GGA R.J. ('HEAD AND END),2 BOLTS/ -i MAT821AL5 AND C,,'tt OR MATCHES OR OTHER SPECIAL 51TUATION5 WEIGH REQUIRE - THRU BOLT CONNECTION ADDITION - FRAMING INTER5EGTION 1 4 3B ¢ ADDITIONAL Gall:.l rURATION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT I 2-M4 USE. 2-%'0 6ALV TIMBER (2)3'x10'CGA 61RDER5 0 SI+W a EL. *2.b6(NAVD88) T.O.SKYWARD =g � � COORDINATOR F< r,PPROVAL PRIOR TO INSTALLATION. 3B BOLTS W/(2)WASHERS NUT EA.STRING,2'xb'GGA RIM l I ON MAR 10. 2021 TD.SKYWARD FLANGE FLANGE SP4 *z � 8.ALL MANUFA6IUR F': Ii;STRUGTION5 SHALL BE FOLLOWED COMPLETELY. T.O. PROPOSED SEE PILE TRIM DETAIL I o 9.REMOVE ALL DEBRI: P.' END OF EAU+IHORK DAY IN ORDER TO ASSURE A GLEAN AND SP4 � ,, ,, 'I (HEAD AND END),2 BOLTS/ AND DECK JOISTS 3C ----------- 1 nc P � � ? .' , WOOD CATWALK INTERSECTION DTL 5,DWG SP4 MHW® EL. t25'(NAVD88) T.O.WF BEAM WEB- -_ r¢ WELL KEPT ENVI? c 1 ENT. SEE DTL 4,DNS --- ---- --Q - ON MAR, l0,2021 �'4 - 10.ALL WORK SHALL P '1JARANTEED FOR A PERIOD OF OF ONE YEAR UNLESS OTHERWISE NOTED. ALL GOI I 1 (MIRK) I B.O.SEAWARD FLANGE I l 2-4x12 n '�, TORS SHALL SUBMIT THIS GUARANTEE IN WRITING WITH REQUEST T.O.SKYWARD FLANGE l (MIRK ------- --- I CCA 61RDL3R, G� v \ FOR FINAL PAYME11i'. (TYP) X 9s PROPOSED 2-3x10 GGA CATWALK GIRDER :.: T.O.hP BEAM NEB EX CATWALK AND 3/'THC FLAN6E O ---- PROP.CATWALK EXTENSION I PILE FND TO REMAIN I 2-3x10 GGA .• . .._-.... _ PROP.TIMBER SEE DTL 5,DWG,5P4 I C I I P PROP.TIMBER WHALE BEYOND 1^V 4-I/2'x 18'6ALV.THRll BOLT,TYP N X, . > l 2-4x12 I I H.O.SEAWARD FLANGE l WHALE BEYOND I - - PILE NOTES: GGA 61RDB2 ----------- FOR PILE TRIM DTL re OL' GANTtVR 6RDR('TYP) /\ \' a , , , ' I MLN® EL.-13'(NAVD88) P - -------- I PILES INSTALL IN A� -�.�DANGE WITH ASTM 0.25 STANDARDS EXI5TIN6 !:`: ,; (TYP) /■TFK E.AH6E ON MAR 10,2021 HAUL OUT SLIP PILI::: i'O BE SOUTHERN YELLOW PINE PRESSURE TREATED GGA 150 501E j- (,� I ,, I PROPOSED '- /e' PROPOSED PLAN VIEW - RETENTION TIMBEI-. r l'.E5 WITH 12'BUTT AND 25'LONG. NO PILE 15 TO BE PLACED r m I I I I BULKHEAD BULKHEAD 4 CATWALK BULKHEAD THER F ES, .1f_'ESOUHOTHER THERN YELLOW PINE PRESSURE TREATED CGA 150 m SEE DTL 5,DWG SP4 ( I BEYOND 4 BEYOND _ FOR PILE TRIM DTL_ , - . , GANTLVR CP12DR(Tl'P) I L I I EXISTING B.O.SLIP AREA 4.0'1 L DGR[ FRAMING DTL 2 RETENTION THAN ', rS WITH IO BUTT AND 30 LONG. NO PILE IS TO BE PLACED y; 2-3x10 GGA FURTHER THAN b' F; r:IH EACH OTHER. \ % I I . ALL WORK TO C40NFO i.i TO COASTAL CON5TRUGTION MANUAL FEMA 55.THIRD ADDITION. SM 0 EL.t2b8 (NAVDBB)ON MAR. 10.2021 3 - 2xb GGA 3.PILES ARE TO BE IN5T;','LED UNDER THE 5UPERVINON OF A LICENSED FROFE55IONAL CATWALK AT WEST RAIL SHOWN, 5HW B EL.t2B8'(NAVD88)ON MAR 10. 2021 EAST RAIL CATWALK SIMILAR , DECK JOISTS a . - ENGINEER WHO WILL F.'- RESPONSIBLE FOR MAINTAINING PILE LOGS. ALL PILES ARE TO BE PROP.BOT:bF'BASIN /// SCALE. 1(b - 1'-0' INSTALLED A MINIMl1 i C,F 10'BELOW MEAN LOW WATER LEVEL AND DRIVEN TO A 15 TON MM®EL. t25'NAVD88) I l I I I I ( I I I6 15.0,MLW(EL.-b3'NAVD88) MHN O EL.125'('NAVD88)ON MAR. 10,2021 2.0'. MINIMUM LOAD GAPr':-,1rY(U.O.N,j AND CERTIFIED BY A LICENSED ENGINEER ALL BEARING ON MAR 10,2021 PROPOSED PAIRED ( I I CAPACITIES ARE TO ' MEASURED BY THE 'EN6INEERIN5 NEWS'FORMULA. THE I I I I I PROFE5510NN- E•k�,lt t R 15 TO PROVIDE CERTIFIED PILE L065 AND CERTIFICATION OF 12'O x 25'LG PROPOSED -EXISTING VINYL I IPILE BEARING GAPA,'11 Y TO THE ARCHITECT OR DE516N E N61NEER UPON COMPLETION OF GGA TIMBER FILE5 12"0 x 25'LG ' 4 PILE INSTALLATION. BU�5AD DEPTH OF PENETRA�ON- a�sosubrniljoc,)!: I I I I I I Ell I I GGA TIMBER PILES 4. ALL PILES ARE TO . !T OFF AT OB16N HEIGHT AFTER INSTALLATION. •TO REMAIN, ' 10'MIN.BELOW MLW O U DEPTH OF PENETRATION: V2' (REF) 5. ALL PILING HAND0V," .TTIN6,AND INSTALLATION SHALL CONFORM TO THE N.Y.S.CODE SHOWN HERE FOR (NP,U.O.N,) U � L,J j REF PURPOSES 4 I l 10'MIN BROW MLW(71'P,UAN� REQUIREMENTS. D{: CD PILES SHALL BE REPAIRED OR REMOVED AS,PER IN5TRUGTICNN5 OF Tf'; 1',!_516N EN6INEER b.PILES SHALL 0.r DRl`�-' �: TO WITHIN I'OF THE DESIGN LOCATIONS. PILES OUT OF TOLERANCE Sf+ALL uIRE REMEDIAL ACTION AS,PER THE DESIGN ENGINEER / A B C D MLw® EL. -13'(NAVD88)ON MAR. 10,2021 7.LOCATION OF PILE F:,:,.)ATION OR PROPERTY IS NOT THE RESPONSIBILITY OF THE DE516N .• ENGINEER ALL 5ETU': LINES AND PILE LOCATIONS TO BE LOCATED AND STAKED BY OTHERS,PRIOR TO G'.i,)TRUGTION. MLW EL.-13'(NAV088)ON MAR 10,2021 1 \ 8.GIRDER5: • ALL HAUL OUT 51IP t Ir13ER 61RDER5 5HALL BE 4xI2 GGA TREATED FOR WATER 3 B EXTENDED CATWALK ELEVATION ' �� �� 1 • CONTACT USE AS,i � F, AWA STANDARDS. • ALL CATWALK TP;:. GIRDERS SHALL BE 3X10 CGA TREATED FOR WATER CONTACT ' PROPOSED ALONG HAUL OUT SLIP - SEAWARD SIDE OF EAST RAIL EXISTING BA.SLIP® EL.-4A't MEW USE AS PER AWP:^.`:I,kN0ARD5. • 1.2'0 x 2516 CGA (E-.-5B t NAVD88)AREA TO BE DREDGED r SCALE: y4" = 1'-O° c� 9.PILE NOTCHING NOT T_ : XGE®50515 OF THE PILE GR055 SECTIONAL AREA U TIMBER PILES ' = = 10. SHIMMING OF 61R'.DE:" ''ATH SHIMS LAR6FR THAN SHALL NOT BE ALLOWED. ^ • DEPTH OF PENETRATION: 11.ALL PILE AND DECK It r�IARE SHALL BE HOT DIPPED GALVANIZED,U.O.N.IN F'-�•I m 10'MIN.BELOW MSL(iYP,UDNJ ACCORDANCE WITI I ; I M A153. ANY DAMAGED AREAS SHALL BE REPAIRED TO THE PROP.0't MLT(OF BASIN 31 AVD88)./ / \ / \ / I SATISFACTION OF TI i PE-5IDENT ARCHITECT.ALL STEEL CONNECTORS SHALL BE 6RADE 2 O / ?Y4 OR EQUAL. T I/ *4" 1 NOTCH PILE TO 12.USE STAINLE55 5TEF-I. .RDWARE AS NOTED. RECEIVE GIRDERS 13.ALL BOLTS AND Kt,'.': :5 FOR PILES AND BRACING TO BE 3/4"HOT DIPPED GALVANIZED � N I OR STAINLESS STEEL ; '•5HERS TO BE INSTALLED ON BOTH HEAD AND THREAD ENDS. r EXISTING B.O.SLIP® EL.-4A't MEW 14.BOLT LOGATION5 F6 LL GIRDERS 5HALL HAVE AN END DISTANCE OF 4 BOLT MINIMUM (E-. -5 8't NAVD88)AREA TO BE DRE06ED PROPOSED S.S. PLATE GONNEGTION I I I ' I DIAMETERS. EAGH Et:,i E DISTANCE SHALL NOT EXCEED 4 BOLT DIAMETERS AT THE TOP 71 12' x ID"x 0375' THK PLATE OF THE GIRDER A10 E30LT DIAMETERS AT THE BOTTOM OF THE GIRDER • 3/e'NELD(FULL PENETRATIOW AT ENTIRE PERIMETER PROP.BOT.OF BASIN e ' LOCATED 0 CONNECTING POINT OF PROP./EXIST.WF =9 /� PILE ELEVATION W m o x 2A AVOID OVER GUTS � < BEAM FLANGES(VERTICAL PLANE) I I I (AT EXISTING/PROPOSED WF CONNECTION (IYP FOR ALL PILE -5 t MLW(E-.-b3 t NAVD88) 2 PLATES,I EA.SIDE OF PF a EAST RAIL SHOWN NEST RAI SIMM I . ' L LAR PROPOSED NOTCHING) X GALE: I-0 12"0 x 25'16 0 I I I GGA TIMBER PILE ,Ln 3A PROPOSED WF RAIL EXISTING WF RAIL TO REMAIN I C6 4,7 C� < s PILE ELEVATION \1 11 AL � Wo (AT END OF PROPOSED RAIL) I'-0" (REF) N O NEST RAIL SHOWN,EAST RAIL 51MILAR l 511&151,1�1 11-01 JU PROP05ED l I EXISTING l 'T 5 F•J�••' I I I .. CONSTRUCTION TO REMAIN DOUBLE PAIRED GIRDER PILE TRIM DTL (FOP,TYPICAL hF RAIL-SUPPORT SYSTEM AND CATWALK/TIMBER 61RDER CONNECTIONS) SEE DETAILS,THIS DW5 FOR APPLICATION SCALE. 1112' = P-O' 1 ELEVATION - 3 C WF CONNECTION GONNEGT�i,� s 0TE5: WEST RAIL 51HOWN,EAST RAIL-51MILAR I. PILE CONNECTIONS. ENGINEER 56ALE:)�' = 1'-0" 4x12 CGA RAIL c.,:r•L)ER5 TO PILE WITH(2)3/4 x12"6ALV.THRU BOLT5 AND WASHERS. - 3 EXISTING ±24'W x �O'LG 2 3x10 GGA GAT I'1`! ;:GANTILEVEZ 61RDER5 TO PILE WITH 0 3/4 x12"6ALV.THRUj, COMPACTION NOTES HAUL OUT SLIP WITH A CLEAR OPENING OF 124' BOLTS AND w.0 ; ::5. rte, SP3 SP3 2. SEE WOOD GATWALI' !t,IALKWAY DETAIL FOR REQUIRED HARDWARE. T. ? O (BEHIND PROPOSED VINYL E�JLKHEAD WALLS): TO BE MODIFIED TO CREATE A t24W(N.G.) x 12.0L6 SUB GRADE HAUL OUT SLIP WITH A CLEAR OPENING OF #24' (N.GJ 3. ALL CONNECTING 1'."; ! AARE TO BE 6ALVANIZED,U.D.N. C9 GENERAL f� I 4. ALL 51MP50N HARD;„!-'E AND CONNECTORS TO BE STAINLESS STEEL. I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY 5.THE ENGINEER RESERVES THE R16HT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE �-I r . ., PREPARED. THE CONTRACTOR 5HFJL PREPARE THE SUB GRADE IN ACCORDANCE WITH SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT 124'(NL.) THESE SPECIFICATIONS,USIN5 THE 14ECE55ARY MEANS AND MATERIALS TO PROVIDE THE THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 45% EXISTING/PROPC�DISTANCE BETWEEN HAUL OUT RAILS 5PE6IFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. OF THE OPTIMNM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LL-55 THAN THEREFORE,NOTHING IN THE FOLLOWIN6 SHALL RELIEVE THE CONTRACTOR OF THE OPTIMUM M015TURE CONTENT UP TO 296 WETTER.OPTIMUM DENSITY AND OPTIMUM �� 0 3 4 9 RE5PON51BILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO MOISTURE CONTENT SHALL BE AS,DETERMINED BY ASTM 01557. NO RUBBLE,TRASH, A PROVIDE A SOUND SUB 6RADE. BOULDERS.OR OTHER DEBRIS WILL BE ALLOWED D AS,FILL MATERIAL IN ANY AGE. �I NOTE: USE 6ALVANIZED FASTENING �O _SSIONP� 2.U51NG SOIL TEST DATA b.FOR UNSTABLE SOILS WITH LESS THAN 250 PSI-COHESION OR ULTIMATE BEARING �� AND CONNECTION HARDWARE TYP. A.AT ITS OPTION,THE BJ6INEER MAY PROVIDE SOIL TEST INFORMATION TO THE CAPACITY OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL / l 1EF°FRE1' T. BUTLER, P.E. CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE 6LASSIF16ATION OF THE SOIL IN UTILITY AND PIPING TRENCHES AND TANKHOLE5 TO REDUCE M16RATION OF FINE-6RAINED AGGORDANCE WITH THE UNIFIED SOIL GLA99IFIGATION SYSTEM(A5TM 02487). THE 501L AND SEPARATE D1551MILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL SHALL �; n SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER OVERLAP ADJACENT 6EOTEX71LE MATERIAL BY A MINIMUM OF 12"AS,NEC -56ARY TO V' ;� �; ;� �/ LY N O O B.SOILS DESIGNATED AS HIGHLY EXPANSIVE(CHI,MHO,AND OH) MAY REC TARE LIME COVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TF130EX,TYPAR 3401, el. 6.0' _ _ e1 O FOS+ E.t) _ STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL I U �- i i. 7.BAGKFILLIN6 TANKHOLE5,ETC.: = 6TFI50EX,CX2 TYPAR I 5 B G T - -EXXO . ------- TREATMIBNTS WILL BE DETAILED IN TILE SITE BID DOCUMENTS IF THE COST IS TO BE � �\- ` e1.5.0 \ -- u1® ------ ------------------- -- --- - -------- ' - INGLUDED IN THE CONTRACTORS 60.5E SID. BACKFILL FOR ANY EXISTING TANKHCXES SHALL MEET THE REC�l11REMEJTS OF THIS SECTION. _--_ __-_- - /� / / r I I® I el.5.0 Q /. ------------- ----- EXISTItl6\'\ LIKEWISE BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, \\, SAIL\ .•.•:• n - -- ----------- G.50115 DESIGNATED AS HIGIiY CxR6ANIG(OH,OLD,AND PT)MAY REQUIRE SELECTIVE el.4.0' / /,' BASEMENTS ETC.SHALLC.OMPLYWITHTH15SECTIONALSO. _---------- --- __-- - ---- --------------- ------- --- _- 40_ z Ll REPLACEMENT WITH SUITABLE 5011'5. THE NEED FOR AND THE EXTENT C THIS :.. TREATMENT WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE 605T 15 TO BE INCLUDED 8• BACKFILLIN6 TRENCHES: el.3.0' //. .; :: __ SM a EL. 12.&S' (NAVD88) ON MAR 10. 2021 _ � � el. �.0' v � z IN THE CONTRACTORS BASE BID. BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-6RADED,GLEAN,FRESHWATER SAND, ------------- - ;, -- CQ D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY FREE OF SILT AND CLAY PARTICLES.BACKFILLING SHALL OCCUR IMMEDIATELY AFTER el. 2.0' �';:.,: _ � 1 3 J� ----------- - MHW6 EL. i25' (NAVD88) ON MAR. 10 2021 --------- ------ EXISTING -----e_l. �[�� _i 1}-- m o Z J CONDITIONS REQUIRING SPECIAL F UNANTICIPTIONATED NOT ADDRESSED IN THE SITE BID THE LINE LL CONDUIT IS IN PLACE TO PRECLUDE CAVING I THE TRENCH 51DE5. PRIOR el. l o' EXNYL BULKHEAD - -- --- V --------------- ------- ------- - - ------VI (BEYOND)AD---- - w^ Q DOCUMENTS. THE EXTRA COST OF UNANTIGIPAT® REMOVi�L WILL BE BASED ON THE UNIT TO INSTALLATION( THE LINE OR CONDUIT,A 4 INCH C.l15HICxN OF SAND SHALL BE _ _ el I.0' COSTS PROVIDED WITH THE BASE BID. THE C05T OF UNANTICIPATED LIME STABILIZATION PROVIDED. V -- L--■I z OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. 4.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND GOMPA6TE7 AS,NECESSARY WITH el.OA TO REMAIN, ___ - ---- ------------- ----------------- 1 TO REMAIN _ J eL OA' z O Q SOIL COMPLYING WITH THIS SECTION EXCEPT THE TOP b INCHES SHALL BE NATIVE -----SHOWNFOP, REFFURP05ES - ------- ------ - F- SIB GRADE PREPARATION TOPSOIL SUITABLE FOR GRASS. AREAS REQUIRING Gl1T SHALL ALSO BE PROVIDED -----_ _ -_ MLW @ EL. -1.3' (NAV088) ON MAR. 10,2021 ----------- -- --el._I.O' zl. In' ---- 1 - -- - ----- ---- -- -- ---- -_-- �� li - I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION Sl1RPLU5 501E DEMOLITION RUBBLE SHALL BENWITH 6 SGHFBELOW TOP NATIVE OGURDR AREAS SHP LL BE o5L PED TO DRA N AFOR THESE ST AS __ ____________ B EX. AREA TO BE DREDGED r o -z 0 << ' z O N el. -�O AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED MAXIMUM OF 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR 6RADIN6 PLAN. APPROX ±Q3 G.Y. OF SPOIL TO BE --- -------------� FROM THE SITE AND DISPOSED OF:IN ACCORDANCE WITH 50VFRNING LAWS AND CODES. 10.COMPACTION TE5TIN6: ---- - �'` - ` i i WW --- - REMOVED AND RESERVED FOR FILL THE CONTRACTOR SHALL SHAPE THE 50 GRADE IN ACCORDANCE WITH THE GRADING THE ENGINEER WILL ENGA6E AN INDEPENDENT TESTING,LABORATORY TO PERFORM(I)A ------ ----- �- -v - - --��--���� ��_el -30' IVB ! W J � QO CV I. -4.0' :..: �, Q� :� el -a.o' VAR 2 6 20. 1 ;: o N PLAN,TAKING INTO AC•GOUNT THE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE STANDARD PROCTOR TEST(ASTM DI551)ON THE FILL MATERIAL(OR NATIVE SOIL --------------- '--- - - +��- -- - EX15TING B.0 SLIP a EL. -4.5'± MLW, -�y�r !� ',Q� ---- '�'- --' -�-- I tQ EXI5TIN6B.O.BASIN0 ------ it (� LL O CV OF THIS ROilf GRADING SHALL BE WITHIN I/2'HIGH TO I"LAW DURING THIS PROCTOR TEST(ASTM DI557)ON THE FILL MATERIAL(OR NATIVE 501E IF NO FILL IS el. -5.0' ry (EL. -5.8'+ NAVD88) O 1 m BEYCN117 HAUL OUT SLIP el. -5A' - H v u- (v t OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT USED)AT LEAST 72 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2) --------------- --- 41------ --- --- - --- - , ---- --1 = m ----- AREA TO BE DREDGED �' /\ice/ \,.: \ \ \ �� to AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS el. -60' ` \ �\ \\•'`/\\j\\j\' el -6.0' Southold Tc 1--� O SHALL BE REPORT®TO THE EJGIPEIER FOR DETERMINING THE METHOD OF TREATMENT A NUCLEAR DENSITY GAUGE(ASTM 02422 AND ASTM 03017)OR SAND GONE(ASTM _-----_--- :...: G'�� L/ �_ �� 2�Z �/ J� ✓/`�//\� �//\ // /� /�=- -------- ��-�-� tsurtict uc 1-fll,,t 'E'S LL 0I55b)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE ::i „ , / / i i '/'i / /%i '/ " ' "' �% /` i // 'i�'/ / %/ /\// www. i iefri ali.com o REGIUIRED,IF ANY. THE DEGREE OF COMPACTION OF THE SURFACE SUBGRADE. IF THE RESULTS FROM THIS -el_-7.0' --- ----- --- �, \ \��. \ / \\ PROP. BOT. OF BASIN: -5.0 MLW(EL. -b 3' NAVD88)\/\/\\ \/\/\\/ ��\� •1 F / ��'\\/\/�- ------- eL -l.0_ ,,M 9 Y 2. MAINTAINING DRY SITE CONDITIONS: TEST FOR THE FILL OR NATIVE 501E DO NOT MEET OR EXCEED THE DEGREE OF :. '/ // 1: / '/ '/ i / /, , ,/ ,<. , •,�<,i•, „� ., ., .,/j\\j�1j�j�j�l/\/ 7 ;/% /\�j �\� �° Ir11 ; i or F-�-•1 O O DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE el. -80' ::•; \�\\ \' I I j \\\\ \\\�\�\ \i\��\j;\\ \/. �/\ \\\/. �/\ \ \\/ /\/\/\\/\,/\\/\/\ ' /\\' \\//`� el. -8.0' �f���"��`k'�i www.ca11811.com CS, Z COMPACTION SPECIFIED IN THIS SECTION,THE COST OF TESTING WILL BE DEDUCTED _------- / / �--- -------------- -----1,\ -- ---1i f/\ \/�\%\ /\,�1/\1\/\i ----- �ON�i9AN1) (for other states I� CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO C�TAIN AND TO :.::'•\ \/ \ /7\�i %\/ / \ �i 7-------- ) FROM THE CONTRACT AMOUNT AND THE TESTING(2)WILL BE REPEATED. \:\ \ \ \ \ �\ \ \/\ \/\ �\ \' Q MAINTAIN A DRY 51TE CONDITION.5UGH MEASURES SHALL INCLUDE PUMPING OF FREE el. -a.0' -___--- --- :•;.:;//\i/\/j / ;\//\/j //\% \\// //\\//\\ �\/\\,\\j�\/\\; ('- Lf� II. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH /\ I�� \� / f� / a// --------- el. -a.o' P v O Q SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER ----- :.•:/�/\y / /\\/\��\/ ----- -- EXTENT OF DRED61N6 TO BE f5.0(1) MLW, - --- /�\' \'� \�\ ;. y --- 800-212-4480 1 811 = v THE STANDARDS OF THE S.G.D.H.5. CONTRACTOR 15 RESPONSIBLE FOR ALL /' / / / /' / / / / (;I i\/ REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. el.-IOD i\!���\ \') � \\��\\/\�--__- (EL. -6.3' NAVD55) WITH MAXIMUM OVER GUT OF b.0" ----/y � //�� ` 1\ , el.-LOA' - INSPEGTION5AND516N-OFFOF SAME. ----------- :. \\\ \ - 1\ -- ----------------- 3. NATIVE SOIL COMPACTION: el. -ILO' ::.i. \i�/\ I� // 12.CONTRACTOR I5 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND /\/\/ ,\ \ � el. -11.0, Bylaw,excavator; u ntractors working in For safety reasons,homeowners are strongly PAGE : \ ---- -------------------------- CERTIFIED --- the five borne hs�f N York Cit and Nassau encoura ed to call as well when tannin an COHE5IVE AND GOHE510NLE55 NATIVE SOIL SHALL BE COMPACTED TO 45%AND 100%OF THE _______________ _ / \ / � �--.T/C/ .4. FILL SELECTION AND COMPACTION: ------------------ \ / \ /`/\\ \/_\/ ?\� /\�// j / �/ / \ ---------- --- and Suffol_�Cowi n Long Island must type of digging on their property,9 Y AS EMPTY PRIOR TO RELOCATION. a \�------------------- contact DigNNt,1 4480 or 811,at least Homeowners can contact us directly at OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF eI. -12.0' \/�/ // \// /�L._ _-_--_ / / _ / // / / i' 12.0 THE M05T 605T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: �� \/\� \\\ 48 hours but no ic, an 10 workingdays 1-800-272-4481)or calling 811,the ,/\ 1 / 2�\ - --- - \/ 4 \ Y Y g -SAND-6RAVEL MIX(15 TO 3%FINES(0.02 MM AND CBR> 17), \,/ / /\ \\/ \� �\j (excluding wt;eken:.•.. d legal holidays)prior national call before you dig number.For /\\/\\�\\//\\�/\ ' / / //'/ to be ronin ani i,, lianized di P -GRA1/E_.Y SOIL(3 TO b�FINES<OA2 MM AND CBR>8), �. \ \\,�\/ g' g digging or excavation work completed on personal -SANDY SOILS(3 TO b%FINES(0.02 MM AND CBR>8), //%//\//j \ j\ excavation work tr• ue underground lines property,it is the contractor's \\\\ HAUL OUT SLIP ELEVATION are marked.Exca:�.:, and contractors can responsibility--NOT the homeowner's.-to -SILTY GRAVELY SOILS(6 TO I(�1=1NES <0.02 MM AND C.BR>81, r.sts online,through contact DigNet.Having utility lines marked -SILTY SANDY SOILS(b TO 15%FINES<0.02 MM AND U R 8), (EXTENT OF DREDGING) IT C.If you do nr�, r itl use ITIC, lease y p prior to digging is free of charge. SP4 -CLAYEY 6RAVEL SOILS(OVER 20%FINES (0.02 MM AND GBR>5), 5GALE:A = I1-0. call 1-800-524-7- r more information. -CLAYEY SANDY SOIL(OVER 2096 FINE5(0.02 MM AND CBR>5), PROVIDE GGA 2x WD GAP, 10"V GGA TIMBER PILE, 4"x8" GGA FOLLOWER,VINYL SHEET PILE AND b"x 8' GGA TOP WHALE 5fP5 SP5 SP5 MATERIAL TO MATCH NEARBY TO BE FASTENED ® EACH OCCURRENCE,USE I" GALV. BOLT, WASHERS (HEAD 4 END) AND NUT. I'V x 12' LG GALVANIZED TIE ROC: EX.VINYL BULKHD GAP ADDITIONALLY,4"x8" GGA FOLLOWER,VINYL SHEET PILE AND 6'x8" GGA TOP WHALE SHALL 10"4)GGA GAT LOG -� NOTE: APPROX. 1216 L.F. BE FASTENED W/3/4' GALV BOLT,WASHERS (HEAD 4 END) AND BOLT® Ib' O.G. PROPOSED 2x GGA BULKHEAD GAP T.O. BULKHEAD A R . ±6.0' NAVD88 HAS BEEN OMITTED FROM THIS VIEW (MATCH EX. BLKHO ELEV.) 1% SLOPE MIN - - - -- --- FOR PURPOSES OF CLARITY, 10'�x10'LG GGA SEE VIEW 2,BULKHEAD PROFILE e 1. 5.0' ✓/�%/�%/`%/\i/ j\ij\//�/i:,y/;;�//may/ ; e l. 5.0' DEADMAN (TYP) 3 P-1. 4.0' SHW® ±2b8 VD88 ON MAR. 10. 2021 \, / / / SHEET PILING, e I. 3.0' '(NA ) ' \ \\/\\\/\\\ \ice\\ ��\\/\\\ \%�\\� e I. 3.0' 4 xb GGA FOLLOWER(TYP) 5HORE6UAR0625 - _- FF el. 2.0' MHW® EL. ±25' (NAVD88) ON MAR. 10, 2021 AREA TO BE EXCAVATED FOR - -- _ -- - ry . ,GCA.WHALE13 •• � //\y •/j�/� \, \ BULKHEAD INSTALLATION,14) el. I.O' - / , b'-0" O.G. MAX. 10' MAX m \r-, /\ \/ MATERIAL SHALL BE REFILLED % \/ �/ TO ACHIEVE I% SLOPE FROM el. 0.0' WHALE SPICE PROPOSED BULKHEAD TO e I. 40, GALV. TIEROD 10"P x 30' L6 GGA P I" !" \ _ \ (TYPICAL) el. -2.0' MLW EL. -1.3' (NAVD88) %\� ,\/�/\\/\\//\\//\//\/� �\�\ \\//\\//\' EXISTING GRADE (SEE el. -2.0' INSTALLERS 6.Slle,i,ri \y\� COMPACTION NOTES, DWG 5P4) el. -3,0 ON MAR. 10,2021 \\i��i/�\\i��\i��i� \ \%% %�\%�\% e 1. -3.0' �I '4' - PLA1�l D Tic I L 6"x 8" GGA ! a ALE(I OF 3) \ '(2) I'0x12'LG \/ \ .\'\ 56ALE: 3/16" = 1'-0" el. EL. -3.0'±MLW /j�6ALV. TIE RODS` / �// // el. -4.0' e l. -5.0' \\/�\\,�\\ \� \\�\�\�\ \dui \/�� e 1. -5.0' en ,. -\ PROP. \.. \ \. 10"V GCA !� / e I\\6�' PROP. BOT. OF BASIN e -4.0 MLW(EL-5.3 NAVD88) . ; i/\�//\\i`�i��//\\ %\\GAT LO6 - ;: '% / / e I. -6.0 el. -70' / /\/\/\/�, \, \/\/\// ,/\//\'/ \//\//\% \//\//\ 10 (PXIOL6 GGA %\//\ \//, el. -7.0' I rn EXISTING rn /, �I / i UNDISTURBED SOIL; \\ " " ±24'W x ±60'L6 N el. -8.0'\./�!/: � \\/��i��/��/��/`:/�;! %\\�j: \�i\�;��/\\ �/i %\\ \ /,\ �:�� \� b O.G, DEADMAN �\ \,,� `/ EXIST. / /, i i, e 1. -5.0 �` + 1 ;. •. . /.; � 1 RAVEL SURFACE \/ = '' / G HAUL OUT SLIP el. -q.0' % ..,�,� , ,;/ :i; ,, \\ ��;. -b.3 \; , - �\ 4.5 el. -q.0' TO REMAIN r W/CLEAR OPENING NOTE: USE GALVANIZED FASTENING \ I'`I , <�j%� /\ e 1. -10.0' OF X24 � AND CONNECTION HARDWARE, TYP. , . ±10 MIN EXCAVATION REO'D x TO BE MODIFIED w ] 7LFOR BULKHEAD ANGFi0RlN6 eI. -II.O' TO GREATS A /\\j/\ jjRAI1 4'W M.GJ x 12.0'LG AREA OF \\ /\\� HAUL OUT 5LIP L4 PROP05ED INCIDENTAL DREDGING %j� j i, WITH A CLEAR M 10'BEYOND BULKHEAD REPLACEMENT TO MAINTAIN A MAX. 3 DEPTH OF -4.0 MLW,[-5.3 NAVD881 \ \� ��j' PROP05ED 24'14 VINYL 5HEET BULKHEAD �, OPENING OF APPROXIMATE TL LENGTH = ±21b ±24 GAPPROX 138 GY OF SILT/SAND SPOIL TO BE USED A5 rQ / (N. ,)BACKFILL BEHIND RE6ONSTRUCTED BULKHEAD �"' >C \/i\ j�%/ INCLUDING: +1 `i/�; ; LE6 'AI': ±lal' LG EXISTING GLEG 'A2': ±Ib'LG I STORY METAL BUILDING '' EAST ERETURN 'A3': 13' LG (NO WORK) oRAIRAIL WOODCATWALK V I EPq '2' - BULKHEAD PROFILE %' ;;�`% ,= „ i \�/\� 104) x30 LG / \i \'\i SCALE: I/4" = I'-0" GGA PILE,6 O.G.. (TYP) / IOV GGA • GAT L06 (TYPICAL) %% 10"IP CGA o C) N DEADMAN(TYP) � • USE I"(P 6ALV.BOLT,WASHERS r r: (H8 E) # NUT EA OCGURRENGE, 4 5 1"0 GALV. U5E FOR PILEMWALENINYL SP5 SP5 TIE ROD (TYP) �/ V `O SHT/FOLLOWER CONN. VINYL SHEET PILING,5HORE6UARD b25 I '� W mOX AI ll USE 3V4 0 GALV. BOLT, USE I'4V x 12'L6 6ALV TIE RODS, 4'x6' CGA FOLLOWER(BEHIND VINYL SHEET PILING, 4 10"� GGA TI" 1:-q=0F� WASHERS 04E) t NUT SEE VIEW 2 AND VIEW 4 SEE VIEW 2 # 5,DW6 5P51 PROVIDE GGA 2x WD GAP PROP. GGA / X U_ U5E FOR WHALENINYL FOR MORE INFORMATION(TH5 DWG) SHT/FOLLOWER CONN. (3) 6"x8"CGA WHALES SEE VIEW 2,WLKHEAD PROFILE FOR INFO. FOLLOWER(TYP) BULKHD PI; I. ;lY IGAL) O W � mzo TIE O.G•MAX. WHALE SPLICE(TYP) T.O.° / M TIEROD(TYP) ROP.BULKHEAD EL. ±b.0 NAVD88 d) (MP.i CFF EX. T.O. WD BULKHEAD) 0 0 JII 0 o bpi O ► / W d) 5HW o EL. Q.&&'0,AVD88)ON MAR 10. � ) ROPOSED LU � U) 2021 GGA WHALE O N MHW 0 EL.125'(NAVD88) / (TYP OF 3) I W m ON MAR 10,2021MLN 10,202EL. -13'(NAVD88)ON MAR. \ FXc,���T/QN l MATTITUCK U m 2 CREEK W +' 2P5 EXISTING B.O.5LIP 6 EL.-3.0"MLW, \ / (EL. -4.3'1 NAVDbb)AREA TO BE DREDGED +I EXISTING / / I I i i I I PROP.BOT.OF BA51N® GONG.SLAB EX. METAL RAMP I I I I I I EXISTING FLOATING DOCK -4.0'1 MLW(EL.-53'NAVD88) / EXISTING / DECK ENGINEER: / EX15TINS ELEGTRIG SERVICE I m tU TO REMAIN CID V_ I 1 v I I i t I I I I � I W LLJ 1 I i i i i i 60g / (n It Z 0 34 3 �� EXISTING W/ A�c�FESSO� 1 STORY BUILDING .1EFFREY'T`BUTL.ER, P.E. I I I I I I I I (NO WORK) (� / I I I I I I I I ION ) x 30'L6 �[ (� I I i i GGA PILES @ VOL. i i i i i / ,� fx N O ED •/ 1 PAT�_4 IAL SITE PLAN - < I I I I I I I O IY 1 1 L_� Q / PRC- 'OSED BULKHEAD O o Of NMI,Yopf�CITY � i _ Q / (LEG 'A1', ':'^,2' AND 'A3' SHOWN) V Q VIEW 3 ELEVATION DETAIL 5GALE: I 15'-0" Z z o &SONG I5�I�1C „ _ , " _ SCALE: 3/Ib - I-0 / � � � m o m � 800-212-4480 1 8 a � o � C) Ily www.dignetnycli.com IL W Q 0. or www.call8ll.com 4'x8"GGA FOLLOWER AND b'k8" l Z Q Q FSI LU O (for other states) GGA MALE,51515 VIEW 3,DWG SP5 PROVIDE 2x GGA W7 GAP / a � Z (� O N FOR CONNECTION GLARIFIGATION MATERIAL TO MATCH NEARBY /1 By law, excavators and contractors working in the EX.VINYL BULKHD GAP five boroughs of New York City and Nassau and fT ttORETE"TYPE b f,` +'r�'..frf, 11-11 APPROX LENGTH: 1216 LF. �+ CV Suffolk Counties on Long Island must contact AI BULKHEAD LEG PROPOSED `�+ Z LU •, ±I�il' LG PROPOSED VINYL BULKHEAD W O LL CV • ••.ASPHALT BPasE•C,auRSE ••.'•••.' •• '•• . '.' • 4 l" (� � �r SHORE6ARD F- LL O c�I DigNet, 1-800-272-4480 or 811,at least 48 hours ,c ON RAGE OF EXI5TIN6 TIMBER BULKHEAD) x � CL F- � LL (v I - `'Y'- •• w VINYL BULKHEAD m but:no more than 10 working days(excluding i�r�;;;, ;' ,;; ;; /:, 7/ ;,7,- ;� 7' weekends and legal holidays)prior to beginning STONE BLEND BASE -45%COMPACTION(STANDARD PROCTOR) i , T.O.TPROP Bt1LKHEAD®EL 16A NAVDBB A2 BULKHEAD LEG, 10DEL No. 56560, 24' HIGH LU any,mechanized digging or excavation work to '��i�'i\!\\'�'%��;i%i\!i ��-,` ,;;, '�%'�/i;\!i %�\�i (MATCH EX.TIMER BULKHEAD ELS / ±Ib' L6 PROP05ED VINYL BULKHEAD r,PPROXIMATE LENGTH = ±21b' 3 O ensure underground lines are marked. /,,/ ; EXISTING E�:cavators and contractors can also submit \ \/\/\/\/\�\' \/\'\\. �! GONG.SLAB (IN PLACE OF EXISTIN6 TIMBER BULKHEAD) INGLUDIN6: I� O O o \' \\ rrell z locate requests online,through[TIC. If you do not // '/ // 'i''/� USE I'm GALV.BOLT,WASHERS(HdE) LEG 'AI',(I) ±191' LONG, -1 z PAVEMENT SECTION (MIN. THIGKNE55) \/ \�\/\\/\ /\/ \/\� \/ -- _.. M currently use ITIC,please call 1-800-524-7603 \\;, \ \ \\ \\' \\,\\ \ \ AND NUT EA OCCURRENCE,U5E FOR A3 BULKHEAD RETURN l_EG A2,(I) 116 LONG A I Q tf1 O O Q for more information. ASPHALT CONCRETE // ' '/ // / \/�/// '/ // �/ /' PILE"ALE/VINYL 5HT/FOLLOWER CONN. <� ±3' LG PROPOSED VINYL BULKHEAD l EG 'A3',(U ±3' LONG RETU _ WEARING COURSE /\/ ,/ \ \,\/ /\/ \/\/�/ \/ (IN PLACE OF EXI5TIN6 TIMBER BULKHEAD) �:VAP 2 6 2021 For safety reasons, homeowners are strongly ASPHALT CONCRETE „ ` ', \;\�' \\';\\ �\ \\' \ _ I�A� encouraged to call as well when planning any 2 I/2 \ \ \ \ \ \ \ BINDER COURSE %/// t� ,�.. type of digging on their property. Homeowners \ /\\/�\/\\/\/� \,\\/\ /�/,�/\\ FLAG, #1 \ , , \' �• ,\\/\/ Southold Town can contact us directly at 1-800-272-4480 or by STONE BLEND BASE 4 %i% ; .\//\, \/�/\/.\/\'. \j ; ./. // ,/ // / //�; / \/•� �, ._ SEAWARD EDGE OF Board of Trustee calling 811,the national call before you dig \ ;. \\, \ \., \ \• / / TIDAL MgRyH \ \\ \ \\; \ \, .\\;'\\ \\\\ . VINYL SHEET PILING .� number. For excavation work completed on ij/ / y/\/ /\;' / \. �/ / personal property, t is the contractor's Did I VEWAY/LAK I NC AREA t /�\/ 5�VIEW 2 AND VIEW 3, 3 I p p y' VIEW '✓- ELEVATION'"DETAIL�i DWG SP5 FOR INFORMATION I FLAG2 responsibility--NOT the homeowner's--to contact Di Net. Having utility lines marked prior toV2' _ 1 \\' ! \ 9 9 Y p FAVEMENT SECTION SGALE: - I-0 /\\%\\ / \/\\;\\ \„'N\ digging is free of SP5 charge. NOT TO SCALE �\ \ \\ \\% EDGE OF WETLANDS AS FLAGGED BY EN-CONSULTANTS ON JUNE 2011 1 _ .•.. of 5