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HomeMy WebLinkAbout1000-15.-9-16 OFFICE LOCATION: �O��q SU(/Ty010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � p Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631765-3136 �y00UNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: May 14, 2018 Re: Local Waterfront Coastal Consistency Review for CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MACMURRAY SCTM# 1000-15-9-16 Milone & MacBroom, Inc. on behalf of CROSS SOUND FERRY SERVICES, INC., c/o RICHARD MACMURRAY requests a Wetland Permit and a Coastal Erosion Permit to revitalize key components of the ferry service's terminal at Orient Point consisting of along the existing ± 270 foot long bulkhead install ± 270' of new bulkhead along the shoreline in front of the existing degrading bulkhead that is currently used for ship docking which will permanently fill ±600sq.ft. of water area; temporarily install docking dolphins to accommodate continued operations; remove existing vehicle access ramps and stanchions which will be rehabilitated and replaced; and any related support structures to be replaced. Located: 41270 Main Road, Orient SCTM# 1000-15-9-16. 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. The recommendation was based on the following: 1. The use is water dependent. 2. The use of turbidity controls and oil spill booms during construction. 3. NYSDEC Permit Number 1-4738-01027/00009 for the bulkhead replacement work. 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 Cross Sound Ferry Terminal Rehabilitation Project Town of Southold—Wetland-Coastal Erosion Application Project Narrative Part I.Project Description: This shovel-ready rehabilitation project will revitalize key components of the Cross Sound Ferry Service's terminal at Orient Point, New York. The rehabilitation project Includes installing temporary berthing dolphins,construction of a new bulkhead,as well as removal and rehabilitation of the existing vehicle access ramps and replacement of the support structures. The rebuilt ramps will remain-the sarrie size as the existing ramps. The existing bulkhead•is estimated to have been installed approximately 70 years ago and has undergone a number of maintenance events Irk the past although it has never been wholly rehabilitated. The current condition of the bulkhead requires rehabilitation as it has begun to exhibit signs of degradation. The existing bulkhead is approximately 270 feet in length. The entire dock area Is approximately 20,000 square feet. The bulkhead will be renewed by Installing approximately 230 feet of new bulkhea long the shoreline In front of the existing degrading bulkhead that is currently used for ship docking. The proposed work will permanently fill approximately 600 square feet of water areal To accommodate continued operations Without interruption during the construction,the temporary docking dolphins will be installed. In coordination with the bulkhead work,the vehicle access ramps and stanchions will be removed and rehabilitated and support structures willbereplaced. The rehabilitated terminal will have a life expectancy of 50 years with normal maintenance. To accomplish this project,Suffolk County(the County),an eligible 5,307 recipient,is sponsoring this application on behalf of Cross Sound Ferry Services,Me.(CSFS),with of ms at 2 Ferry Street,RA.Box 33, New London,Connecticut 06320,a private entity,and the owner and operator of the ferry services. Upon award4ont FM the County will enter trod an agreement with CSFS,-whereby CSFS wilt coMmit to ex6cuting the project under the-administrative oversight bf theCounty. This project is shovel-ready and can be completed within 12-18 months from award. Cross Sound Ferry has already:applied for and received a-permit from Ne3iv York•State Depirtmebt of EnvircthMeritai Conservation(NYS DEC)for this work. Having the permit in place at the time of this application is estimated to allow for the project to begin 6-12 months In advance of not having the permit In hand. At the time of this application,Cross Sound Ferry has designed and completed the bulkhead rehabilitation plan. These improvements will help preserve and enhance an existing ferry terminal allowing continued operations,which will provide a vital service to the residents of Long-lsiaf+d and New England. Cross Sound Ferry operates daily year-round passenger and vehicular ferry service-between Orient Point,New York and New London,Connecticut with over 14,000 annual one-way trips. As one of the largest vehicle and passenger ferry operators in the United States,Cross Sound Ferry transported just over 1.1 million passengers and 430,000 vehicles in 2012. Cross Sound Ferry also plays a vital role in regional security and emergency preparedness and is recognized as a critical partner by federal,state,and local agencies toward providing coordinated emergency response and enhancing the resiliency of the regional transportation system. MiloneandMacBroom.com 0,"MILONB&M,&CBROOW ` CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 2 Part 11.Additional Information A. Detailed Project Description: The rehabilitation project includes installing temporary berthing dolphins,construction of a new bulkhead,as well as removal and rehabilitation of the existing vehicle access ramps and replacement of the ramp support structures. The original bulkhead is estimated to have been installed approximately 70 years ago and has undergone a number of maintenance events in the past,'although it has never been wholly rehabilitated. The current condition of the bulkhead requires rehabilitation-as it has begun to exhibit signs of degradation. The bulkhead will be renewed by installing 270 feet of new bulkhead along the shoreline in front of the existing degrading bulkhead that is currently used for ship docking. To accommodate continued operations without interruption during the construction,the temporary docking dolphins will be installed. The project will be done in two stages to allow one birth,to be active-at all times. B. Location and Zoning: The Cross Sound Ferry Service terminal site is located within Mll gone. The proposed rehabilitation is consistent with the zoning requirements within Orient Point. C. Traffic: The,rehabilltatlan of the terminalwili poi impact traffic and/or parking. This project does not Impact,existing roadways,bus routes,arld/or vehicular traffic. D: Aesthetics: The proposed project,will not=Wbstantlally degrade the existing visual character or quality of the site and Its surroundings. E. Air Quality. The fTA►was contacted•regarding the need for a•hot spot analysis, and since there Is.no expansion of the facilitytno hot spot analysis Is required. F. Coastal Zone: This project has received.permits from the New York State Oepartment.of Environmental Conservation to coMlete the proposed rehabilitation-Improvements. The.applicant will adhere to the special conditions as noted in the permits. WYDEP Permit No'. 1.4788-0142,7/0000-Bulkhead Replacement Facility: Cross Sound ferry Terminal Main Road Orient,NY 11957 Applicant: Gross Sound ferry Services 2-Ferry Street New•London,CT 06320 Phone:.660-443-7394 Expiration Date: May 16,2016 MH,0NB&-M¢CBROOM' Milo n6andMacBrooM.com L " CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 3 NYDEP Permit No. 1-4738-01027/00009,00015,00016&00017-Temporary Dolphin Piling Clusters Facility: Cross Sound Ferry Terminal Main Road Orient, NY 11957 Applicant: Cross Sound Ferry Services 2 Ferry Street New London,CT 06320 Phone: 860-443-7394 Expiration Date: April 1,2015 Extension to: May 16,2016 requested Full copies of the permits are attached G. Environmental Justice: The project is not located within a minority or low income neighborhood. The project will not Impact a minority or low income neigliborhood. H'. Fioodplains: The terminal site Is located within a Fid'eral Emergency Management Agency(FEMA) 100-year AE flood zone and a VE flood zone. This prgject will not significantly impact the existing base flood elevations of either the 100-year flood zone and/or wave zone. The te.rnilhal(includes the bigkhead and dolphins)does flood during a 100-year flood event,and the proposed improvements will not chane this condition. 1. Hazardous Materials: An environmental record database search was reviewed for the Cross Sound Fe`rr'y property located at 41270'Main Road in Orient,New Mork. 'the state environmental database contained records of two,environmental releases at the site: a. Apri18,2005—The seddte tank df a tractor trailer tru(c'was d6hia ed as the truck was u being unloaded from the ferry. An es46teet 50.gailghs of diese0 fue°t utias released from the tank to the pavefirsht ithd was contained`by CSF petsonnel'utlog absorbent materials. b. August 9, 1993—A 27$-gallon abovegrQPhd tank located next to a small building was accidentally filled beyond capacity resulting In a release'df No.2 fuel oil to the ground. Neither environmental release Is believed to have an effect,or to be affected by,the proposed project. The magnitude of the releases were relatively minor,were contained,and corrective actions were undertaken at the time of the releases. J. Navigable Waterways: The Cross Sound Ferry is an approved facility that operates daily between Orient Point, New York and New London,Connecticut. The proposed rehabilitation project will not alter the existing ferry navigation patterns or general navigation In the area. The project does not involve bridge work,therefore, no permits from the United States Coast Guard are regyired. Jennifer Street of the NYS Coastal Management Program of the NYS Department of State was contacted and stated that the Federal Consistency assessment form (FCAF),with an analysis of applicable LWRP policies should be submitted along with a copy of the joint application,detailed MiloneandMacBroom.com ,A"MrWNs&M,&CBELOOM• CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT September 4,2015 WETLMD-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGE 4 scaled drawings,photos of the site,and any other Information that was provided to the Corps of Engineers.(see attached report of telephone call and email) K. Noise and Vibration: The proposed project does not have the potential to and will not increase the noise and/or vibration on the project site. L. Resources: The proposed project will not impact natural areas,archaeological sites,or historic sites. The ferry terminal is not on the National Registry of Historic-Places. The following endangered,threatened,and special concern species are located in the vicinity of the project site: Common Namg Latin Name Birds Piping plover Charadrius melodus Endangered Birds Pied-billed grebe Podilymbus podiceps Threatened Birds Least tern Sterna antillarum Threatened Birds Common loon Gavia immer Special Concern Birds Red Knot Calidris conutus ruja Threatened Mammals Humpba,,c4i Aale Mepaptera not aeangliaendar►gered Mammals Harbor porpoise Phocoena phocoeha Special Concern Mammals North Atlantic rlghtwhale Eubalaena glacialis Endangered ,Reptiles Leatherback sea turtle Dermochelys tOrioceaa Endangered Reptile's Green sea turtle Chelonla mydas threatened Reptiles Loggerhead sea turtle Caretta coretta Threatened Reptiles Kemp's ridley sea turtle Lepldochelys kempil Endangered E(sh Atlantic sturgeon Adpenser au)rrinchus Endapgered Permit applications have been reviewed and approved by NYS DEC for this project. See attached permits, The proposed bulkhead repair ar4 Oolphin installation Is scheduled,to be completed durin the1winter months(November th"h March)when the species listed above are not actively foraging and are using the waters immedlately adjacent to the existin'g' bulkhead and/or dolphins.in addition the project does not propose any impacts to t6 sandy shoreline areas located to the west land eazt of the ferry terminal. These sandy shoreline areas Would have the potential to support piping plover,least tern,and rpd knot foiaging habitat between April.and October and not during the anticipated construction schedule. The`ground surface behind the existing bulkhead will be disturbed when installing the proposed bulkhead,pile and anchor rod tie back system.The bulkhead acid anchor piles virlll be insta(Ied by crane from land.pest r aanagement practices per the New York State Standards and Specifications for Erosion and Sediment Control will be used around these areas,and use straw bale dikes or slit fence. In addition,Gardiners gay water quality will be protected throughout construction using best management practices including the use of turbidity Curtains,silt booms,and oil boom's. for the reasons presented above the project will have no adverse effect on endangered and/or threatened species. M. Water Quality: The proposed project does have the potential to impact water quality during construction. Installation of the bulkheads will disturb the underlying sediments and can promote Increase in turbidity and suspended solids. Tq help reduce and protect water quality,the 1,M DNB&MACBROOM' MiloneandMacBroom.com CROSS SOUND FERRY TERMINAL REHABILITATION PROJECT September 4,2015 WETLAND-COASTAL EROSION APPLICATION—PROJECT NARRATIVE PAGES contractor is required to Install a turbidity curtain and oil spill boom around the perimeter of the project area. These water protection measures will only be removed once all in-water-related construction activities have been completed. The project does not result in an increase of impervious services;therefore,there are no requirements for stormwater runoff treatment measures. The project is not located within an EPA-designated sole source aquifer. N. Wetlands: The proposed project includes work within a waterway;however,this project is considered a maintenance activity and does not significantly impact the waterway. This project has been approved by the New York State Department of Environmental Conservation(see attached). NYDEP Permit No. 1-4738-01027/00009—Bulkhead Replacement—letter dated February 17,2011 NYDEP Permit No.1-4738-01027/00015—Temporary Dolphin Piling Clusters letter dated October 7,2014 O. Construction Impacts:The proposed construction will be done in two stages to allow continuous operation of the ferry service. Each stage will"be fenced off to protect the safety of the public and secure the area. Each stage is iestimitod to require a m1fi hum of 45 days to a maximum of•60 days. Construction activities will be•tioto during daytime hours,Monday through Friday,7:00 a.m. to 5:00 p.m. Construction matedil9trid equipment will be stored on the Cross Bound Ferry Tetminal property outside the limits of the required parking,vehicle,and pedestrian access ways. Water quality will be maintained by the installation of turbidity curtains around the proposed construction. Temporary impacts to nearby residents and businesses will be a moderate increase in noise during the drilling of the.proposed sheet piling,which will likely be done with a vibratory hammer. Access to properties will not be affeited. P. Cumulative and Indirect Impacts:No cumulative and Indirect impacts are likely. Q. Property Acquisition:No property acquisitions are required. R. Mitigation Measures: The disturbance limits for the proposed bulkhead and dolphin improvement have been minimized to the maximum extent possible. Best Management Practices during construction are proposed to protect water quality. No additional mitigation measures are required. S. Other Federal Actions: A joint application to the New York State Department of Environmental Conservation and the U.S.Army Corps of Engineers will be submitted for a nationwide permit under the Maintenance classification related to the proposed project or in the vicinity of the project are known. MiloneandMacBroom.com ��t Mil oNE&MAcBRoom* 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 beriefieial-anc- adverse�effects_upon,.the�coasfal.irea� (whichincludes,all_afSoutholdTown. 3. 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. 1hus..'each ainswep must-bd.ggnlaiuued ins'.detail,=listi� ...liotfr:siUi�nmrhng ante none suuporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. ` A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# )s = / Z6 PROJECT NAME Cross Sound Ferry Terminal Rehabilitation Project,Orient Point The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. 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: The rehabilitation_project_includes installing temporary berthing dolphins, construction of a new bulkhead,as well as removal and rebuilding of the existing vehicle access ramps and support structures. Cross Sound Ferry Services Facility Location of action: 41270 Main Rd, Orient,NY 11957 Site acreage: 3.72 Present land use: Ferry boat docking Present zoning classification: Marine II (MII) 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: Cross Sound Ferry Services, Inc. Attn: Richard MacMurray (b) Mailing address: 2 Ferry St PO Box 33,New London, CT 06320 (c) Telephone number: Area Code( ) (860) 443-7394 (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?' USACE/NYSDOS/NYS DEC/Federal Transit Authority/Suffolk County Department of Public Works 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. 1-111 1,"1 Yes ❑ No ❑ Not Applicable The proposed project will enable the Orient Point Ferry Terminal to continue long term operation by providing new structural bulkhead and ramp support structures._ The project will maintain transportation links to Connecticut for commercial, agricultural, emergency-services, and tourism access. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWII.P Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable The proposed project will allow the continued use of the existing Orient Point Ferry Terminal that has been in seasonal operation since 1940 with year round vehicle and passenger service beginning in 1975._ The proposed _ project Wpreserve the existing marine character of-the site. 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 The proposed project will use similar materials as-the existing ferry terminal. New steel sheet-piling-will be coated with black paint to reduci rusting of the material. The proposed bulkhead will be placed within two feet of the existing bulkhead to-minimize fill of existing water surface.-The proposed-improvements are not visible- - - — - - - - -- -- - - - - - - - - from NY Route 25. -- - - Attach additional sheets if necessary - NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See I" Section III—Policies Pages 8 through 16 for evaluation criteria -X❑-- Yes n- No ❑ Not Applicable The proposed project will rehabilitate a water dependent use structure that is also an essential transportation aci ity. Cross Sound Ferry Services provide over 14,000 annual one way trips between-Orient Point,NY and' New London, CT. During the last 10"-years there have been three significant events where Cross Sound Ferry Services played an important role in transporting people and supplies-during an emergency. Those-events were September 11,2001,March 26,2004 -I-95 shut down.due to a fuel oil truck accident and fire and October 29, 2012 -when Hurricane Sandy-struck _Cross Sound Ferry Services carried gasoline-tanks nd_utili . _repairs - — trucks during the weeks after. - 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 0 Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22 through 32 for evaluation criteria. fO ❑ Yes No Not Applicable The proposed project will require a small reduction of water area around the existing ferry dock. No tidal wetlands will be filled or impaired by the project. The project will be under construction fromNovember-to - March,when endangered,threatened,and special concern species are not actively foraging and are using the waters and beach areas immediately adjacent to the existing bulkhead and/or dolphins. 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. Q Yes ❑ No Not Applicable The proposed project will not generate any additional air pollution. 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. ,0 Yes ❑ No ❑ Not Applicable Construction solid waste may include steel, concrete, and timber. Steel will be recycled,timber will be reused as much as possible, and concrete waste will be broken up and used as fillwhen possible. All construction equipment will be inspected daily for leaks of petroleum based liquids and repair prior to use. 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. 0 YeO No❑ Not Applicable The project is located on private Cross Sound Ferry property and does not provide public access to any public land or resources of the Town of Southold. Attach additional sheets if necessary i WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. O,Yes ❑ No ❑ Not Applicable The proposed project will protect water dependent use by rehabilitating the existing Cross Sound Ferry Terminal dock. This allows continuous safe operation of important transportation link for another 30 years. The ferry terminal is located in a Marine II zone (see 10.4, Section D). 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 X❑ 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 ,❑ NoFx 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 FX], Not Applicable PREPARED DY Glenn D. Jarvis TITLE project Manager DA'L'E 8/27/2015 Milone &MacBroom,Inc. C: SURVEY OF PROPERTY Cross Sound Ferry Terminal Rehabilitation Project Orient,New York ���MILONE&MmMoow - � I i c D: PROJECT PLANS Cross Sound Ferry Terminal Rehabilitation Project Orient,New York s ���MILONE&MACBRooW Ij " ;s a PROJECTyLOCATION E REPAIR OF BULKHEAD AT ORIENT POINT . r ppm :;i T'r• -r:- 'rr x'. ` ,�� '_4 e`�'.,,�aw+-a- Y.; F CROSS SOUND FERRO ,`,=_,., �� �y �s :, /l T - 41270 MAIN ROAD NEWYORK 1 SEPTEMBER 4 2015 ~�^ I� 2 � LOCATION MAP: j APA - 9 2018 t�0 \ / 1 PREPARED FOR: CROSS SOUND FERRY SERVICES,INC. 2 FERRY STREET NEW LONDON,CONNECTICUT 06320 1 'A PROJECT SITE VICINITY MAP: LIST OF DRAWINGS ori +I NO. NAME TITLE 01 — TITLE SHEET 02 EX-01 EXISTING CONDITIONS +� 03-04 DEMO-01 TO DEMO-02 DEMOLITION PLANS 05-06 PLN-01 TO PLN-02 PROPOSED LAYOUT PLANS 07-08 RES-01 TO RES-02 RESTORATION PLANS 09-10 MPT-01 TO MPT-02 MAINTENANCE&PROTECTION OF TRAFFIC 11-12 STR-01 TO STR-02 RAMP LIFTING FRAME PLANS PREPARED BY: 13-18 BLK-1 TO BLK-0 BULKHEAD PLANS NYDOT STANDARD DETAIL SHEETS MILONE &MACBROOM® O 99 Realty D—c Chesb,+e,Connecticut 06410 (203)271-1773 Fax(203)272-9733 www miloneandmacbmom com Know what's below. 0811 before you dig. www.newyork-811.com \\ \ cont alocR I Exishng n Retaining wan i Building \ \ Bit \\ I 31 _ I Conc Pad � Beach \\ \\) \\ \ Bnck Srdewalr<\ �r Conc Blocks ,a MHW Elev +0.9' \\------------ _ �U.. c \---7, - --3_ \\ h �q \ v MLWElev. 1.7' C u ------.-- ..-- \ e v GP \— Beach Z o Bit a W 1 Bit ----- m m Conc 'S„-, \ Winch m aY _ I 1\\\ f — —`—moi% I,i \ eP \\ m ' z —' -- \}-- Cable � —8=�— ` -- --------- '— / —� \ Conc Box 'o Lever � ��--'—uY�'�Y"v'1� -- y system ,—�- uxw—_—_ rr ppr GP — Gate/.'' ^ _� -- — Crank -----.---- Wheel( Hinge \ J \ — ( II Pulley I \ a \ Pulley --_—_�— ( Conc JI w.w�-�YLW—uw� \— YlM— ML Yl .--mange I —FBe�..- — --- �......-.,. .-=-` ,` _,— �--._ Z -_-- —_ Pulley Motor I r i I '""..-_`".i'`— — —_— -- ' F IL Cable ui i I W r / Metal JeaMetal Box i w col Q pO I-Bean] -- / O Conc i i Metal P---- Col I I I 1 �i'``•— — '---�'' F /J .,,.•iC� Rope Tleoff El P I __ _ _�_�_� i� --- Z Q / / c I I Pulley _ 1 —� ^\ Z G } colol i i ion i I Ej )II I iII i `col I �II\Hinge II I I I ❑�" ` P�}�y \\}\\\\\sL\\�\ \�\\ \\✓/ /f// //--~�'— —--_-_"---1-_- `"'— V0 LU Cleat c ----_ LL Meta Metal sheeting E31 E: = Plug c ) _ Om C o-} / I ❑ eoLLQMetal Sheeting -Bean? —r IX -- ---��\ Z 0 y a Z Hinge I I I / /\ r----_�1 Metal @dge I / ------ \ d O �kw r--- \ 1 -- \ 1 \ \ — X W a ) „/�\`` Meta! 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" -�� `1%---- --\\-\\ \ si \ �\ \ PLN-01 -_� ( r I A —No / 1 I I pPro Loc on of PASSENGER OARDING Dn7MP Pile TO Cl s[er(Tyy) BE REM9 ED AND REPLACED I / 1\\ Ij - 1 \ 05 gd J M / r / / c II / STAGE TWO TEMPORAR LPHIN yrr l� / (1 OF 3) J n/`tl ,DF I I I sl 1 1 1 111 I\ s1��^_r �f� 100'-Orr I\�\\\l 1 1 �� - \�. �� , Q --- _ ��,��.—r--- ,/ loo'ox V M 0-0 / \I 1\I I \I;yKvvl� \ t" APPROXIMATE CENTERLINE �1 j� / r// \\ \\ rn OF EXISTING DOLPHINS 41 C U c �°o i^ \��.,) I �,ryl I ,,,,� _ 'c' !)JII1�1I l I r'/_.._�.-��'f�.,...�—� �/••�A� 11110 1A, STAGE O NE TEMPORARY DOLPHIN (1 OF 4) 100'Oxt\ -Ox \\\ z TEMPORARY DOLPHIN STAGING PLAN SCALE:1"=30' (5)INNER STEEL PILES TOP OF PILES TO BE SET STEEL KING PILE f16.5'ABOVE MEAN HIGH WATER (40)OUTSIDE Z TIMBER PILES g Z a o a Z Z � w H O 6 WRAPS OF 1"0 GALVANIZED CABLE Z a PLAN STAPLED TO EACH PILE AT EVERY TURN. a 6 Q TURN ENDS BACK AND DOUBLE STABLE. J = 0' Lu PILES TO BE IN CONTACT AND CABLE TIGHT Y BEFORE STAPLING AT THE TOP. a p w LL j O O0w g gy a Lu w kv N'a 0 - — SEP GDJ 1"=30' 6C"LE SEPT.4,2015 ELEVATION °A E TYPICAL TEMPORARY DOLPHIN PILING CLUSTER N-0 1881.07 NOT TO SCALE PLN-02 NOTE EACH TEMPORARY DOLPHIN PILING CLUSTER WILL CONSIST OF(5)INNER STEEL PIPES OCV SURROUNDED BY-(40)60'OAK PILINGS DRIVEN TO REFUSAL axE�xa croxget MibmbMe.9oom lre Ats FF=9 31 1Y2"125 Fl TOP COURSE HMA, ya — N _—�'�� I Btt 60 SERIES COMPACTION 2"19 F9 BINDER COURSE HMA, — g 60 SERIES COMPACTION o r 4"37.5 F9 BASE COURSE HMA, Rs� s I i ccocvae 60 SERIES COMPACTION o 15"SUBBASE COURSE, TYPE 2(TWO LIFTS) GEOSYNTHETIC REINFORCEMENT � O \\\ (SEE NOTE 1) a / \ BeachZBnc:kkSidewayTYPICAL BITUMINOUS Blocks ROADWAY SECTION NOT TO SCALE 8 NOTE: 04 MHw Blev +o g' 1. INSTALL GEOSYNTHETIC REINFORCEMENT (BI-AXIAL WITH a E MINIMUM TENSILE STRENGTH OF 650 POUNDS PER LINEAR FOOT AT V N 3 �� \\ 5%STRAIN)MIDWAY BETWEEN TOP OF SUBGRADE AND BOTTOM OF I o E BASECOURSE. GEOSYNTHETIC REINFORCEMENT SHALL ME THE R REQUIREMENTS OF SECTION 737-07-GEOGRID OF THE STANDARD g w SPECIFICATIONS. 2. TACK COAT SHALL BE APPLIED BETWEEN EACH ASPHALT COURSE.kt -1 7' \\ \-----+ \ v GP Gate \ / Beach Bit j a I --— i — I —� --------,�� 1 PLACE BITUMINOUS ROADWAY o SE TYPICAL SECTION ON THIS SHEET I Bit m Ov ( ----------Z---"— C — — T Winch \ GP E ( \ I \\ Cable � y- 1- -YNN / \\ Conc Box _ c Lever N uler�p1^�� System - --- — .— --- ----------"— GP Gate/// GP \ --•----- -- Gank - ----_---- — ...— I \ Wheel — `— (` Hinge Palley ------- — — Conc Pulley I \ MLN y� Palle Motor 1 �i'-- _ ,_ a. 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O \\ 3_ -1 7' \ \\ Cyt ; \\ `8-4/ s\ `• c I --------•s - e o \\ y GP I \ 0 / Gate i INSTALL CHAINLINK FENCE \\ \ / Beach o 1\\ I Bit i F ' — — O PLACE BITUMINOUS ROADWAY-/ (SEE DETAIL ON SHEET RES-01) B -- ------ -a REINSTALL GATE 1 a a'� I a` a - c P 1 \ J 3 c Colic �D GP J VAC a K / I-`•� �3 --_--��/ ---- _ \ m f \ \\ Cable ------- Conc Box a Lever _ ----------- System ----W+=�System\ j _ _ --- I \ Crank ,--.-• - -.---- Wheel r Hinge ) \ -f Pulley --'`" .---_.---_..--_./ -- Pulley I \ c y ---- Conc mange ea11,f - z --- - r --- Pulley = Motor I I - — -- _ IL 1 �•' i f BC I Cable i Z J-- - I O w Metaf Box i I o, - -- _ W W s` -,,Metal_ I Coles 5 r-Beam - i ��� -- --a._- -- i _ _ Col colic MetalFa- ( Rope Tieoff C11 0_a P I Pulley -- C,1 f -----------I I i ^- \ � ` -�•i f � Metal,CleatiL = W Metal Sheeting I i go I i I - Pyly f \\ \\ / f ---- � Y LL Y Plug Ca� \ 1 �r — ----- O 7-Beam m Z apo j ( , r 'Col Hinge OW QOZ Hinge �� I I 7 \\ f O O N Z I-----'- - .�\ �/ \ Metal edge I // //\\ � / i � � ._----� ~ Q W � Z _ IL col I Metal \. \ l Rofy` ! < <� - -/ / \ W W 0: a a - -- j coI Sh�amg `\\`` �`or �� j/ \\\\\ '� -_��/ ------- \\ D' V v O 11/ i/- 1 '\ 1 <� to I \\ \ \\ iJ 11 _ rl` - ----- ~\ \ �\ _\\` \- •\ \\ �' --il \\ GDJ SEP KP �l `1PC ��-------/ - � �� ��� - ------ \ omoNm oveua —D \�._._-...-. ,� '-�---io-- \-- - -'` ._ _. SEPT.4,2075 -�-��' \\ \l < 7e Frame Fe 15-------f 1\ RO EC No 188707 �APProYI Loc�tton of � / �- 4 _ —17--1 � \ 1, \ \ ) oNawumNa RES-02 STAGE II _ SCALE:1"=10'-O" 08 sNffrNo �/ o�,yY nua.n Nv.a„m i .zm s STAGE 1 — GENERAL CONSTRUCTION SEQUENCE a FF=9 31 1. INSTALL SILT FENCE AND TURBIDITY CURTAINBit I E 2. INSTALL 45 PILE CLUSTER TEMPORARY DOLPHINS � \ 3. INSTALL TEMPORARY CONCRETE BARRIER WITH WARNING LIGHTS ��� ' Conc Pad o jay It 4. REMOVE EXISTING CONCRETE SLAB,SEE LIMITS ON STAGE DEMOLITION PLAN 5. CONTACT CROSS SOUND FERRY SERVICES TO REMOVE EXISTING �� QO \\ { 15'CONSTRUCTION GATE j \\ STEEL RAMP \� p ��• 1 \ \ 6. REMOVE EXISTING RAMP SUPPORT STRUCTURES \ Beach \\ `I / \\\\ Brick Sidewalk\ • 7. INSTALL SHEET PILE BULKHEAD SYSTEM —'t -- FERRY ACCESS TO 8. INSTALL PROPOSED RAMP SUPPORT PILES AND BEAMS Conc Blocks REMAIN OPEN AT \\ O 9. CONTACT CROSS SOUND FERRY SERVICES TO INSTALL REHABILITATED —1 ALL TIMES O RAMP m / \\ 10. REINSTALL PULLEYS AND WIRE ROPE CONTROL SYSTEM ON NEW RAMP STRUCTURE 11. INSTALL BITUMINOUS PAVEMENT STRUCTURE TO DISTURBED AREASAit �\ lp — ±30'-O" SILT FENCE-TEMPORARY \ ------ \\ \ TEMPORARY CONCRETE x v BARRIER(UNPINNED)WITH / o a \ WARNING LIGHTS / — s ------ Q a 11 \\ \ GP Gate Beach Bit 8 W I / �-------i Ric- Bit ifBit _ AREA ------ ' —4 l r ----—— D _ —2------- P Conc r 5'— -- \ Gio _ r' —'- s ----- ----- ---- ( Cable te / \\ Conc Box -- 'u Lever — —uxw � \ i m GP Gate Systemu� Gio Gank ___ -- ---- _-----o— W ---------- ( \ Wheel ('- / Hinge \ ) \ _ -- Pulley Pulley 1\ s \ _-- — N Conc it i i I ( \ \ W.—ui � — +y L— w w� `�—u �'"' -6 --lenge \ _I-Be�ss.�-/ ----- r-- '.'� O F- _ w Z Pulley I Motor I I I -""..-%`~ — — — ----'I V — i I Cable ( w _ W —Sleat I O Metal Box i i a — — _ W { I f— �-l•/— ` 1 Cot p I-Beam ( i i i { W _—�/ — O-- O col Conc i Metal i I —,,,_ --....__ /' U) O I E / TURBIDITY CURTAIN Rope Tteoff CO o P i Pulley _ �__' '--•\ '�' Q C a O _ -- 1 \ r cot k�` I —_— O W 0' tqo" i I Metalcleat i 1 col / ice'\ `s\ / i _' Y W \ r Metal Sheeting I { ❑I I I I ❑ r,— --,---' J LL Plu9 \ Col I , I _ �"� \\ / �,•/-- —�,.- - O m Z a 0 SI l l l !/ >- I-Seam Metat'Sheehng I \{\ I {co❑ I O— — /i —\ \\\\�\� �\\y�j ---- ---'� U LL O 5 Z W 1 / US Htn9e �,� I I I J % /\ 7 \ ��\ j/ % `— lL a m a z /------_ �- `\ II i Metal$dge 1 % J \ /_ ,�� _------- LL a N o Z -- \� 53 Coi Metal\\ \� \ \ e 1 L �� \�\ \ — i/ /�' \\ W W a a _-__—_ c IS¢eetm9��` �`� (� RoR �' J —1 \ —� / --- \ F- d' V a O _ /' — —� ^1 cot — ` --` ---- --/— -- / — \ omoraroruve caccco /1 ,� ! \ \ �� , cot _ ———— \ 1~ `---- — — ----- -- \ \ f / s \ / -- — ------- `\ l l ) J l \h \ ////---N7eta1 \ --�_� tam — w e SEPT.4,2015 < ( ( \ \ \ �\ \\ \. _-_-_-� -Frame „_._-'-- -- \— --�. _�'—�. \ ( ) ) \ < < \ ( elon, ff �� — �� j \ 1881-07 t\ MPT-01 Appio Loci on of ( —.17-- STAGE I O9 SCALE: 1"=10'-0" sxffr"o wq.gm Mdwaa WCBaem ro-M15 STAGE 2 - GENERAL CONSTRUCTION SEQUENCE I 9e 1• RELOCATE SILT FENCE AND TURBIDITY CURTAIN — —*30'-0" FF=9.31� I Bit ( 2. RELOCATE 3-45 PILE CLUSTER TEMPORARY DOLPHINS �`\ \ i 15'CONSTRUCTION GATE F 3. REMOVE 1-45 PILE CLUSTER TEMPORARY DOLPHIN SILT FENCE- `3 \ � I conn vae 4. RELOCATE TEMPORARY CONCRETE BARRIER WITH WARNING LIGHTS AND TEMPORARY GATE O I � 5. REMOVE EXISTING PAVEMENT,SEE LIMITS ON STAGE 2 DEMOLITION PLAN 6. CONTACT CROSS SOUND FERRY SERVICES TO REMOVE EXISTING STEEL RAMP z 7. REMOVE EXISTING RAMP SUPPORT STRUCTURES \� Beach \\ `I j \\\ Brick Side _A\ \wp \ \\ 8. INSTALL SHEET PILE BULKHEAD SYSTEM -t _— � I �\ D ACCESS T6 FERRY TO \ Conc Blocks 9. INSTALL PROPOSED RAMP SUPPORT PILES AND BEAMS REMAIN PEN AT ALL \\ 10. CONTACT CROSS SOUND FERRY SERVICES TO INSTALL REHABILITATED RAMP — ma IMES \\ `M�HW—E�le—.—v.—+0 il. REINSTALL PULLEYS AND WIRE ROPE CONTROL SYSTEM ON NEW RAMP STRUCTURE 12. INSTALL BITUMINOUS PAVEMENT STRUCTURE IN DISTURBED AREAS ` TEMPORARY CONCRETE BARRIER(UNPINNED)WITH WARNING LIGHTS 3as \\\\\\ 3` ' \ \ _ v�"ei \ / `L Gare GP ^fly \\ / Beach ~ \ T O \\—`•-.tea 1` 1 I \\\ WORK j Bit /% r- \ AREA N L--------_ TURBIDITY CURTAIN I (/ —a GP 111inch / 1 \ Conc \ Cable / \ Box D Lever -•.—_ 1 \\ in System — _ __ ______________— _ GP Gate _—_.---- --- __ 0• r--1----- I `— I crank I I //''Wheel W (l-- Hinge \\ J \ _ - / rronc iII Pulley i I\ a\ \ Pulley ,J --_ __— C .mow— N MLS ' 1 Pulley i - Motor i l�/� - ` — _ _ = O a — ( /M-e^tt\b\l/tel_ II( —❑—-- Ii Metal Cable —_— Z coO v I-Bear» Box W O cot Conc metal / OW JRope TleOff c P r I Pulley -----+ I ^\ �— Z Q /cor B - --� \� l- qoi❑ I}�MetalOeat i I col ///\ \s\ / — = W Metal sneering / I I ❑I �I I I I ❑ Pyaey _ \ \ / _— f `1 tL Y Plug I I I cor I I I I I �— •\ \. \\ / /— —r _ z j o 0 0: J / t / / I-Beam Meal Sheetr I I I ❑ I I ❑ _!�� \ \ \� J //� --� _ O m z (f _ I Icor \Hinge I °' %r— \� \C� \�\\y/ i /f --- — U LL 0 , z w Hinge N F' L� /------_ \ \ l----- ` LL. Q •zMera/ dge l NO 51cor Metal PepeUj Ix / \ \ �— .--// /------ 0: 0 a O � — _�' Tc'�t cor I \'--- --/r—\ \ \\— —/_ ' \ .� _ --/l NP '— J ~~ — — CIO] _ \`\` ` — ---- \ —` I /L--_— /f„-- —\ \\ DM... oeawa w — \� SEPT.4,2015 b / —1s----- \ \ \ t \ 1881.07 ---- I-App,_ Loc�yn of ( 1 _ `'Y —1}--� \\ l\ t, \\. \I MPT-02 uuvu c no STAGE II SCALE:1"=10'-0" 10 t . , . qg� APPROXIMATE LOCATION �9 OF PULLEY ATTACHMENT ga (PULLEY SUPPORT BEAMS E NOT SHOWN FOR CLARITY) REMOVE&REPLACE A E (SEE NOTE 1) PORTION OF EXISTING CUT BEAM TO FIT FLUSHo BEAM TO INSTALL PILE 6 REPLACED t N AGAINST PILE(TYP.) * Existing MIN. GIRDER SECTION r Hinge i ___________________ -------------------- --------------------------------- —I �1 ------------------ - --- ---------------------------------------------------------------- Existing " --------------- i- t-------------- — — — — — Column � IIS -------------------rt tHE ------------- -------------------------------------- Existing ------------------�- ------------------------------------------------------------ Girder Existing Ramp to be O ---------------------___________________________________--___--- o Removed and Rep/aced — - — — — Existing Girder a Ma -----------------rt ----------------------------------------------------------- Section ELEVATION N 8 — — $ rz N _—_—_____________I_ .r__—___---_--______________---______—_________--______________________. o N --------------------ILI---------------------------------------- REMOVE AND REPLACE U4.1 ------------------1' i---------------------------------------------------------------------- ° p <. PORTION OF CONCRETE SLAB >" " 11 a • d n e e , e e O e N --___e d �r N I f o REPLACED GIRDER N SECTION `l. ----------------- ;----------------------------------------------------------------- ------------- - --------- ------ -------- ----------- — 2'-0" 2'0" ----- I I - - - ---'---"' � REMOVE&REPLACE A i - --- - - - --- -- PORTION N EXISTING ------ ------------ -- ---------------------------------------------- -- BEAM TO INSTALL PILE m ------------------ -------- ------------------------------------------------------ --__=_____-___________ ___________________ o+ o N HSS14x0.625(TYP.) W14x82(TYP.) $ APPROXIMATE LOCATION -HExisting Girder OF PULLEY ATTACHMENT 2'-71" 2'-71PLAN z 4 4 26'-11" o (PULLEY SUPPORT BEAMS e NOT SHOWN FOR CLARITY) s'-2z" GIRDER SPLICE DETAIL (SEE NOTE 1) EAST RAMP LIFTING FRAME — PLAN NOT TO SCALE o NOTES SCALE:Y/4"=V-0" 1. PROPOSED COLUMNS TO BE CENTERED OVER EXISTING PULLEY LOCATION. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD PRIOR TO DRIVING PILES. W 14x82 18"x18"x3/4' PLATE(TYP.) HSS14x0.625 (TYP.) P'1 N 7\7/16" BOTH SIDES OF WEB 22 TOP&BOTTOM OF FLANGES PLAN F z W14x8PRV0 t26'-11" d 1 2" (TYP.) BOTH SIDES OF WEB W TOP&BOTTOM OF FLANGES � a 1 2" O (TYP.) \ LL Q I I I W14x82 (7 Q TOPS OF FLANGES Z W at LLY LL BOTH SIDES OF WEB Y TOP FLANGE OF BEAM TO BE .J ? Q o � ALIGNED WITH TOP FLANGE OF Z Q p EXISTING GIRDER TO REMAIN 9L M O Oa' 3 I I I REPLACE GIRDER O y z W SECTION OVER COLUMN (A ¢ Z F' Q 0) o z 0 U1 20"x20"x3/4'PLATE W w U a O I I W14x82 BOTH SIDES OF WEB" HSS14x0.625 HSS14x0.625 (75'MIN.EMBEDMENT) KP SEP GDJ (25'MIN.EMBEDMENT) 7 16" TOP&BOTTOM OF FLANGES "mcNm uuvM cN BOTH SIDES OF WEB (TYP-) TOP&BOTTOM OF FLANGES AS SHOWN SEPT.4,2015 wtE EL.-36f iff EL.-76-76.5:h PROJ iNo 1881-07 ELEVATION STR-01 OILtWNO N0. EAST RAMP LIFTING FRAME — ELEVATION SCALE:1/4'=V-0" 91�T NP Cery.gNMb-8 A4rbeemlrc•At5 APPROXIMATE LOCATION OF PULLEY ATTACHMENT e (PULLEY SUPPORT BEAMS NOT SHOWN FOR CLARITY) E (SEE NOTE 1) CUT BEAM TO FIT FLUSH ys AGAINST PILE(TYP.) 'YYP� iV Fst - -- --- -- -- H _— ------ --------------------------- _ ________________________� — IIT, ______--___ ______ _________ _---------------------- -- . I I _—__—_____------—� I--------—__--___------------------------------------------------ - � III w -------------------y +--------------------------------------------------------------------- Girder 9 ®.�. 1 ' RExisting Ramp to be --------------------I' 1------------------- ----------------------------------------- V Removed and Replaced ----------------i-r�-------------------------------------- – – I 1 c c mlv E in n -------------------' ' _ ----------------- N ------ ---------------------- V M — —I2,8 -__—__________—__________—____—____—__________—-H in N .H 1 1 1 1 —_______________J.--1_____—_____—__—___--------------------__----------------------_— C c _____________ ------------------—__________—__________ —__________—__- z >a QQ � JNA —I — — — ____J_7 T__—'---_-_______-__-__--__--_-___________--_--'_--__-__----_-_---__� a V v 1 ___________________a_ }-------_______________-_____---______________________________-_---_-__- _ _ — — — — — \1 -------------------{-- ----------------------------------------------------------------------, > m o 7HSS14.1.625(TYP.) W14x82(TYP.) APPROXIMATE LOCATION 2'-7-1" 2'-74 25'-11" z F OF PULLEY ATTACHMENT (PULLEY SUPPORT BEAMS zN 8 NOT SHOWN FOR CLARITY) w (SEE NOTE 1) WEST RAMP LIFTING FRAME SCALE:K"=1'-0" NOTES 1. PROPOSED COLUMNS TO BE CENTERED OVER EXISTING PULLEY LOCATION. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD PRIOR TO DRIVING PILES. W 14X82--\\ 18"x18"x3/4" PLATE(TYP.) HSS14x0.625 O (TYP.) M IV 7/16" BOTH SIDES OF WEB 2 TOP&BOTTOM OF FLANGES 6'-5" PLAN F z O IL W14x82 ±25'-11" Z 12 7 16" � W W_ (TY ) BOTH SIDES OF WEB TOP&BOTTOM OF FLANGES !q� O 1 2" '� Q (TYP.) \ z Q I I I W14x82716" LL=l Y TOPS OF FLANGES �- Y LL o BOTH SIDES OF WEB TOP FLANGE OF BEAM TO BE J O C p IL f7'-3" ALIGNED WITH TOP FLANGE OF m z 2 3: CA EXISTING GIRDER TO REMAIN p N z w I I I \ Existing z 4 Z Girder W d O 1u – – – – - – – – uj U v O - I – 716' - KP SEP GDJ W14x82 BOTH SIDES OF WEB DMGNm au ry — HSS14x0.625 7 16" TOP&BOTTOM OF FLANGES AS SHOWN (25'MIN.EMBEDMENT) BOTH SIDES OF WEB (TMP) TOP&BOTTOM OF FLANGES s SEPT.4,2016 ELEVATION 1881.07 F"OYLT N0 EL.-36t STR-02 owsxew No 12 nil d^ t , s TYPICAL TIEBACK CoJFIGLRA TION- 1 C2ross � �y t QLI� T ET T30,:>77W /Oy70.4. • • , , ' t*bT �T2�•L�,Tic2� 07- /77 NOTE A o s� � New bulkhead will use existing tie back system for additional support. Round bar of this system will be cropped back and one of two methods will be used to mate u existing " > �h ' . round bar_to new round bar. We will rethread end of existing round bar and end of new: - ' round bar;and connect will.the two:with the use of turnbuckle or what is commonl Y called splice. Opposite end(that which extends past new bulkhead)will be threaded at , 4 this time"as•well. Once adjusted,tack welds will be used to hold it in place. The other , method:of connecting old and riew round bar will be to overlap two pieces about 18"and weld sections together. Before this is done the section of new round bar will have the e':A extending past new bulkhead threaded to acc t washer and lockin _.,�. n eP __ nut.:Welduzg would e b contui _ uaus with a arse :. ..�... _ _ . tore full sone - ach side. o sed - ro un - wiIl �.have • .. ... , _..., _.._ _ e two _.. _ oats 0 f run x - era :- lied . Lockxn washer/ - n " will be _ . ., �,. 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It ,- : _ > � °•,r .P' s;,,... ,:,r:"i:' t,"•,i`,�' .s • .,. .b „., t, _ , ,.>_ .., , ., - .'.YM- .. s. �}� .2t� s ,s �S h .. dthreaded ham" o as a I�]�}� _... ... ,..' � a•i. ... ., v. ,.. .,... ..,- ,_ - , _ 4 a,-. .3+,,.+', rs+:..•Y✓-. e.'• ul Note c -.. _ __ _ • ,•.. .... > r,M;... 1 kin _� „�•. ash ,.; /nut .. ._ ., .. .. . .'r^7 - be ,. - - .. rl ... .. ,.. ,. ... __.. z ".��+"« •''"ori �.,tr� o aII '•_' - d• ... ,.,,.. .. . ___ . . _.. .. , ... , _.- _ , , r , lil Sltlprevent ..-.., _. _ , d � - k welde t Y Po any . .. .. _. _ bac r .. _-, , _ kin < r Y round will r K_ r.' T . . aTiebacks' _..,�..., .., . ..., .. ._ . . :. _ us wh ale t w _ tonnelocated - ct tie a .. , b cks Tie ba , c - are to . . - cat _ , z ._:. • . . , _ .. -sh•�:�.:` e _ anr2� oxen wn from to d newb ebulkhead the e ' used , . . existin . S /n 6 are us same desi ... . ... �'.�-.•� +`✓GST , - ... _ _ ' . • NOTE C •: � 'loe.Q�ia„ Q�orraYirna�ra � % ._ . � _.. Total length of replacement bulkhead to be installed is 185 ft of z pile and 57 ft of 3/8" 'steel plate. This cross section of tieback is located'at 100'mark an west bulkhead and :depth to sea floor as well as , ! high and law watermarks correspond to that position. This : • would be typical tieback used in construction. Note that depth to existing bottom would ='• • change if another location were.ehosen to display cross section. 4/_6 NOTED - . _ �k I 7 IAJ 9* .80 TTd- i U.S.STANDARD Surface Area ,. Section Area Nominal weight in Pound = s Moment of Sectlori Modulus n. ' .� - D f 3 - _... s .ft. er lm.ft.of r bar �I���t Designation aq.in. width,in, _ .. -.. - Pe r Im. Pers .ft InSingle erha fn.4 ":.:,. . . . .. Per bn. Total - .;;;a'Nominal ': ::. !t.of bar of Willi -- - - . Dimensions r:.. Section rt:ofw l ' „ ions an Area Properties PZ22 1L90 22. Coahn Area p s _ • <,.. _ 410.3 - 22.0 - -.., 157.1 >, 34.1 " ... ,..•.- ,., - . . ,. . r. . 7 18.6 .. - -..�.,.._. Z27 >- ... •� .. ,, � 4.94 .. � . ;.k ..»..f...., 1:93" ,-� - ..�.•�t-.�.18 ',�:- .. ...r � ,», ., '.:>.:.- -... >.�!�O,S,.c.,,._� ..,.,..,_27.0' _ _�:.�� ,.'250 ;,. ;wr`>n :�•'r--. : � 4 S.w» 10'- .. . PZ35 19.4 :�, . .;:..:. 4.94," 1 22.64 66.0 35.0 681 . �_;:�.,>;�.':44$::�:x:_..:,„. .S 91.4 48:5 5.83 ,_....� 5 c PZ40 19.30 19.69 65.6 40.0 805.4- 99.6 60.7 .5.93 _ S 37 _ METRIC"" 5.37 'jj�Z27 ! ..375• 'i• APPROVED AS PER TERMS .. .-_. _. •.q .375"� � - _ :': AI�3l? CONDITIONS IO��U 4'1i� • �s ``'9� 'i za Air z •)-c[73�-�'ha7��C C�� 455 .��•c�r,�e;i.c.'s of/Lore Gf (� ee,sca� �.! erg Bay,Coss So tem f n ent a 6 �i C#3Z si•3 ,�) Garden and Ferry.Tenminal ► • - i • . � : - -. ..�kis7`!i? �dre��.�I/�,rL�l �e � Town,of Southold .. s. y Cross Sound Ferry,Ap lieant P :s October 19,2005 , .. i :, -�._`"_ _ �o•'.v r,77� �-ftc-sem!' � i POLE g20 SIGN / / h / P� • / h N h / CO. \ \ 0�0 \ POLE BRICK \ PI / p BRICK . ♦ PILLA 2 POLE / G \ #23 -C►• POLE J_1-� O h / #23 O n N POLE r N \ s A2 J �E OLE \ � Oy�R �9 r. X44 f CONI~ MON.FD. / Or LIGHT J IGHT WELL POLE 00, 1g O _ S `b LIbHT / F v 9� / SIGNS1GN ♦ C ® \ LIGHT a SIGN • #2% � LIGHT SIGN 0000 /SIGN ' R`i t St �G" / 11 o� p, ,p CG LIGHT v-A v� #266� � V 4 t � 1 POLE #2 SIGN A LIGHT X� SIGN / / SIGN �ip GHT POLE / a SIGN ��,• ` C ! .... � O GARBAGE - / BENCHMARK sacrto �cSs °p\ f DUMPS TER LIGHT ` p �- EL.7.38 � �•"'►'' � 'y �o�' FRAM � CONCRETE � 0 0 S7 f 'o HEO COVER 83'4 ,1 a POLE/28 61 .62 � i' LIGHT 4 SIGN S78- O_ 0 08. 453 45 SIGN \ 2� C\ 48 ebb( 0 FRAME WELL ENTRYSI r / POLE Cr ® BOOTH BRICK 9 SIGN CHT a t LIGHT TEST 7 -0�'P ` p 285 0 WALK � SIORr P9F' 3Q O 0 BORING / C�' , � s - w (� v t � \` a DRAlN / GN iFS' � �� OV 3 O � ��� � �s, ,i:M.H.® LIGHT ,�� S w �',..,... . ..._.. .. . .. . . .. .. . ... .... ... -. .. ,. .. _. ..... CONCRETE V s4 SLAB DRAB� �j � ,,,.. �. � '� Q��G � r,� \ ♦ . SIGN AGN CHT �� AGN v , �6T ® P g1 �CS� �; �. \ q DRAIN or SI '�C9 9�0 ��$ p�` o � LIGHT SIG �o �, ti a ICHt DRAIN ,�,j ® 1 0' ^G�♦ �� f 1 ♦ . SI DRAIN • ® • �j'�° Ll T •� 0 POLE SIGN c J` iI30 C'qy _ , Fly , SIGN �C� Oy, �1 :HT E#270 RAIN 4 1SIGN SIGN �y �. �� � SIGNIV RAIN iGN 0 C-1 O POLE LIGHT <' �� GHT ?DRAW All L , . I DRAINS � •�� ° \ °� � ll, s • J� �� �o ,� SI LIGHT G.c�9�9�� ICHr fi J, e o40, y SIGN OLE FLAGPOLE M.H. M.H. ti 4.t5 °° �2 LIGHT q °GAF ?� IGHT 9 LL 9 SICK M.H. M.H. c slcN �� A -p5 \ IG / ® i M.H. '9 SIGN \ } H. LIGHT .c� C M. 9 GZ STEPS CONCRETE M.H. b SIGN ' SIGN L T a 9 SIGN i 7j� ® 9 . M.H. O � 0,n POLE#3 R. 0• Q��� v'b'O SIS LIGHT r �0 CF • SIGN ` o SIGN I O POLE SIGNN'b � �0V�32'• NYT#4 � I• Q'E' •�t.ft � �,f..f 1001* 46 J CONCRM lip- C14- «,N« •s 5, o' caro¢re �• 'fir e� stirs BEL_7.48:7 ©f~N EI,R�r�;. EXISTING GRADE EL.6.2 V y � Sc o l I 1=I 1 SAND & h STONES GROUND WATER ENCOUNTERED `...� `� "" S.C.T.M. 1000-15-9-10.1, 11.1, 12.1, 16, 15.1, 3.5 AND 3.6. SAND & S � MASONRY • .h���� ' 0 STONEPILLAR PO 9�A SURVEY OFPROPERTY b 41� EO LIGHT POLE N PREPARED FOR: . . TEST BORINGCROSS SOUND FERRY 0 AUGER DUG MAY 13, 2008 �� �.��P 9 '`� SITUATE AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK PREPARED BY: NORTON BROTHERS DUNN Engineering and Surveying, L.L.P. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY 294 Medford Avenue (631) 475-1452 MARKED WITH A ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID Patchogue, New York 11772 (631) 475-0403/fax TRUE COPIES, CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING DRAWN BY: M.D. CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAND E No. DATE: SCALE: CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE Jun 19, 2Q08 - Q9:56a>h COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, P:\Land Projects\23628\dwg\23628,dwg\SURVEY CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 23,628 MAY 7, 2008 1 =30, -41 PROPOSED RECONSTRUCTION OF 242 ft. OF BULKHEAD WITHIN 18" OF EXISTING BULKHEAD, Zd45 PLACE APPROXIMATELY 51.6 TOTAL CUBIC YARDS FILL BETWEEN EXISTING BULKHEAD AND NEW Z-PILE OR STEEL PLATE BULKHEAD. OVERHEAD VIEW OF PROJECT SITE r . l t 1 • �i�sf T.�u-/khed-d f . 744> '�-e eaiJ.sfrccc .�a/ 3 I ! 7;,? Ca6f Tam , yah%a/e a,, . cJ NOTE D At this junction z pile will mate up to 3/8"steel plate. This will be accomplished by removing one side of z-pile interlock system and welding to end of steel plate. Welding will be both sides,continuous. With interlock in-place on steel plate, z pile section will now be slid into locking guide and form transition between z-pile and steel plate. This. method will also be used to form transition of same nature located at the corner of east framp. cis .-uc�c ' NOTE E 5 e� tJdr� •r .STCS E S F G f 'P14-7, ,� 1 Existing rip rap will be moved if necessary to install new z-pile. ` 3�" S/cam/ .Q._ sa.r,e_ r.� o•� Afte:z-pile installation,rip rap will be returned to original location. 1173 i5 t, - 1 NOTE F .r Steel plate will be fitted around existing I-beams supporting �u/sii�G COMCRCTd C4PR O ,3PLU /a'E-4= 5ou.�i 73` passenger only boarding ramp. f' i '� v r",econ strkcf�� d ctro/i/1 Concr e- .3"k.3 -.3'X3�x /Cancrc � /oc/es S'lr�gh �iI//!k -Fa,GG • i S E A/o 7'E - _�yCa�/dry dT '?.�Y�rcc.•� �/ebac.K �GSS s d�� :f� • t d OT 6 Qaa/ eDrrf,�cra ior7 c/r�u.vny C�L+�� cc ell 7le S7-v�I F...........I............. � r Bulkhead Replacement Gardiners Bay,Cross Sound Ferry Terminal � �`t'�`er} r l ,�� !DG✓ 1,t/a.�c r? 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APPLICANT: CROSS SOUND FERRY SERVICES ! I ..____....._ . ,Z.::n ..-- 1� _ � .:`*` I , . . . . . . - .-.--- . * . �� � I .. % L _... ­__ - . ; .. . . - I . I ! . _.- _... i . I '. %r . . . . � .. 2 FERRY ST. '. I � . � . . _� L-2 - " " , I's . . . , % , 7T� .: ., .-, I - - . . . . I I ---..-..I- ­ . 1 11 - . ; . . � . � . . I . i , I - \ - I I . . 1"', . � . . f � 1, ! i . . 1�. 1+ . . c . . . I I . i . ----- % _.. ._:....., SCALE I" = 20" '. ".. . I * , � . I I . � . I : .1 i . I . 614 . 11. ,*. . I I . . I - . ; " .. __. . _', I .1 I � . I �� � . I I . .� . . . � � .. I . NEW LONDON CT 06320 . � % I ! . � "',­­ i. . � " 4 "I / . . . � 1. . :III,* . . I I � I I � . . , . - . � I ', . � . . � I . . . . . I . 1� . I . 11 % _ " I N 1. . � � i . . - % I I I . . . . I . . +. .. ! * I . I I . . . L . I I . � . - '. / / . i i +� �k I . I . � . I % I . ! . I... � i I , � i I I . ' . " ! - .. .. . 11 . ! �P% . . I . � I I .. I � : i :L I . % � . 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