Documents › Waterfront Advisory Committee, 2026-09-16

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Also attached to this agenda item: Civil Site Plan Drawings Erosion Control Detail Drawings Grading Drawings Location Plan Drawing MTA Signal Upgrade Resolution Platform Foundation Drawings Responses.docx Signal Equipment Information.png Snowmelter Drawings Typ Conduit Trough Install Detail Drawings Typ Structure Install Detail Drawings Typical Case.JPG

2 Broadway, 8th Floor New York, NY 10004-2207 um) Construction & Development July 21, 2026 Village of Croton-on-Hudson Waterfront Advisory Committee 1 Van Wyck Street Croton-on-Hudson, NY 10520 RE: Hudson Line, Croton-Harmon to Poughkeepsie Signal System Phase II Dear Sir/Madam: Metropolitan Transportation Authority (MTA) Construction & Development (C&D) is currently in the design stages of the MNR Harmon to Poughkeepsie Signal System Upgrade Project (the “Project’), which aims to upgrade and replace signal and communications equipment along the northern portion of the MNR Hudson Line. Once complete, the Project will improve reliability and enable increased capacity for trains running between the Croton-Harmon and Poughkeepsie stations. The proposed project will install and upgrade signal equipment along the right-of-way (ROW) spanning the 43-mile stretch between Croton-Harmon and Poughkeepsie. At this time, MTA had requested a Local Waterfront Revitalization Program (LWRP) review from the Village of Croton-on-Hudson in connection with a Determination of Significance under the State Environmental Quality Review Act (SEQRA). The Project is located within the Coastal Area Boundary of the Hudson River, and a portion is subject to the Village of Croton-on-Hudson’s LWRP. Dewberry Engineers Inc. (Dewberry) conducted a review of the Project’s consistency with applicable Village of Croton-on-Hudson’s LWRP policies. As described in the attached materials, the Project is consistent with these policies. Please feel free to contact me at conor.devaney@mtacd.org if you have comments or questions. Cener Cewaneg Conor Devaney MTA/MNR Project Manager 525 North Broadway White Plains, NY 10603 347-480-0078 MTA Construction and Development is an agency of the Metropolitan Transportation Authority, State of New York cc: L. Marinescu, MTA C&D, S. Gianazza, MNR Attachments: Coastal Assessment Form Coastal Consistency Assessment Figure — Coastal Area, Significant Coastal Fish & Wildlife Habitats, and LWRPs Project Plans MTA Construction and Development is an agency of the Metropolitan Transportation Authority, State of New York Village of Croton-on-Hudson COASTAL ASSESSMENT FORM A. INSTRUCTIONS (Please print or type all answers) 1. Applicants, or in the case of direct actions (city, town, village) agencies, shall complete this CAF for proposed actions which are subject to the consistency review law. This assessment is intended to supplement other information used by a (city, town, village) agency in making a determination of consistency. 2. Before answering the questions in Section C, the preparer of this form should review the policies and explanations of policy contained in the Local Waterfront Revitalization Program (LWRP), a copy of which is on file in the (city, town, village) clerk's office. A proposed action should be evaluated as to its significant beneficial and adverse effects upon the coastal area. 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. 1. Type of (city, town, village) agency action (check appropriate response): a) Directly undertaken (e.g. capital construction, planning activity, agency regulation, land transaction) Construction b) Financial assistance (e.g. grant, loan, subsidy) c) Permit, approval, license, certification d) Agency undertaking action Metropolitan Transportation Authority/Metro-North Railroad 2 Describe nature and extent of action: Metropolitan Transportation Authority Construction & Development (MTA C&D) and Metro-North Railroad (MNR) are proposing to implement a Signal Systems Project (the Project), which would replace the existing signal system with a high-capacity vital cab signaling system between Croton-Harmon and Poughkeepsie. The proposed work within the Croton-on-Harmon LWRP area is shown in the attached plans. 3. Location of actions: Various locations along the Railroad Right-of-Way (ROW) A. Size of site: 43-mile corridor in total, less than 1 acre within Croton-on-Hudson 5. Present land use: Railroad 6. Present zoning classification: N/A 1 7. List and describe any unique or unusual land forms within or contiguous to the project site (i.e. bluffs, dunes, swales, ground depressions, other geological formations): Wetlands associated with the Hudson River 8. Percent of site which contains slopes of 15% or greater: 2°” 9. List and describe streams, lakes, ponds or wetlands existing within or contiguous to the project area. Give name and size of each if available: a) Name: Hudson River wetlands b) Size (in acres): Various throughout project corridor 10. If an application for the proposed action has been filed with the (city, town, village) a) Name of applicant: b) Mailing address: c) Telephone number: (area code) ( ) d) Application number, if any: 11. Will the action be directly undertaken, require funding or approval by a state or federal agency? NO YES * If yes, which state or federal agency? MTA/MNR 12. If the proposed action is a law, or planning or zoning document, SKIP Section “C” and go to Section “E”. C. COASTAL ASSESSMENT: YES NO N/A 1. Will the proposed action be located in, or contiguous to, or have a potentially adverse effect upon any of the resource areas identified on the coastal area map: x a) Significant fish or wildlife habitats? x b) Scenic resources of local or statewide significance? x c) Natural protective features in an erosion hazard area? x If the answer to any question above is "yes", please explain in Section D any measures which will be undertaken to mitigate any adverse effects. 2 YES _NO N/A 2. Will the proposed action have a significant effect upon: a) Commercial or recreational use of fish and wildlife resources? XS b) Scenic quality of the coastal environment? _ x c) Development of future or existing water dependent uses? xX d) Operation of the State's major ports? xX e) Land or water uses within a small harbor area? xX f) Stability of the shoreline? —_ xX g) Surface or groundwater quality? xX h) Existing or potential public recreation opportunities? —_ xX i) Structures, sites or districts of historic, archeological or cultural significance to the (city, town, village), State or nation? xX 3. Will the proposed action involve or result in any of the following: a) Physical alteration of land along the shoreline, land under water or coastal waters? xX b) Physical alteration of two (2) acres or more of land located elsewhere in the coastal area? _ x c) Expansion of existing public services or infrastructure in undeveloped or low density areas of the coastal area? —_ xX d) Energy facility not subject to Article VII or VIII of the Public Service Law? xX e) Mining, excavation, filling or dredging in coastal waters? Xe f) Reduction of existing or potential public access to or along the shore? xX g) Sale or change in use of publicly-owned lands located on shoreline or under water? —_ xX h) Development within a designated flood or erosion hazard area? _— ss Xe i) Development on a beach, dune, barrier island or other natural feature that provides protection against flooding or erosion? xX j) Construction or reconstruction of erosion protective structures? _ Xe k) Diminished surface or groundwater quality? xX 1) Removal of ground cover from the site? xX 3 A, Project YES NO NA a) If project is to be located adjacent to shore: 1. Will water-related recreation be provided? xX 2. Will public access to the foreshore be provided? _ x 3. Does the project require a waterfront site? xX 4. Does it supplant a recreational or maritime use? _ x 5. Do essential public services and facilities presently exist at or near the site? Xo 6. Is it located in a flood prone area? xX 7. Is it located in an area of high erosion? xX b) If the project site is publicly owned: 1. Will the project protect, maintain and/or increase the level and industrial facilities into coastal facilities? xX 2. If located in the foreshore, will access to those and adjacent lands be provided? xX 3. Will it involve the siting and construction of major energy facilities? xX 4. Will it involve the discharge of effluent from major steam electric generating and industrial facilities into coastal facilities? xX c) Is the project site presently used by the community neighborhood as an open space or recreation area? —_ xX d) Does the present site offer or include scenic views or vistas known to be important to the community? xX e) Is the project site presently used for commercial fishing or fish processing? xX f) Will the surface area of any waterways or wetland area be increased or decreased by the proposals? xX g) Does any mature forest (over 100 years old) or other locally important vegetation exist on this site which will be removed by the project? xX h) Will the project involve any waste discharges into coastal waters? Xe i) Does the project involve surface or subsurface liquid waste disposal? xX j) Does the project involve transport, storage, treatment or disposal of solid waste or hazardous materials? xX k) Does the project involve shipment or storage of petroleum products? —_ xX 4 4. Project (continued) YES NO N/A 1) Does the project involve discharge of toxic hazardous x substances or other pollutants into coastal waters? a m)Does the project involve or change existing ice management x practices? a n) Will the project affect any area designated as a tidal or x freshwater wetland? a 0) Will the project alter drainage flow, patterns or surface water x runoff on or from the site? ee p) Will best management practices be utilized to control storm x water runoff into coastal waters? a q) Will the project utilize or affect the quality or quantity of sole x source or surface water supplies? a r) Will the project cause emissions which exceed federal or state air quality standards or generate significant amounts of nitrates x or sulfates? a D. REMARKS OR ADDITIONAL INFORMATION. For questions answered “yes” in Section C, explain methods you will undertake to reduce adverse effects. Review the LWRP to see if the project is consistent with each policy. List policies the project is not consistent with and explain all mitigating actions. (Add any additional sheets necessary to complete this form) Please see attached supplemental responses. 5 E. SUBMISSION REQUIREMENTS. The final version of this form shall be sent to the Department of State (New York State Dept. of State, Coastal Management Program, 162 Washington Avenue, Albany, NY 12231) if any question in Section C is answered “yes” and either of the following conditions is met. e Section B.1 (a) or B.1 (b) is checked OR e Section B.1 (c) and B.11 is answered “yes” If assistance or further information is needed to complete this form, please contact the Village Engineer at (914) 271-4783. Preparer’s Name: Annie Boggs — tite, De Mor Planner at Dewberry On Behalf of MTA/MNR Agency: Oe 646 551-431 acboggs@dewberry.com Telephone No.: ( ) 99 315 E-mail: 99 @ y 06/17/2026 Date: 6 Croton-on-Hudson LWRP June 2026 MITA Task Order 11: Hudson Line Signal Improvements Croton-Harmon to Poughkeepsie Signal System II Project Westchester, Putnam, and Dutchess Counties Croton-on-Hudson Local Waterfront Revitalization Program (LWRP) Metropolitan Transportation Authority Construction & Development (MTA C&D) and Metro- North Railroad (MNR) are proposing to implement a Signal Systems Project (the Project), which would involve replacing the existing signal system with a high-capacity vital cab signaling system with centralized traffic control (CTC) between Croton-Harmon and Poughkeepsie, encompassing approximately 43 miles (the Project site or Project corridor). The Project involves performing improvements at 148 locations within the existing railroad right-of-way (ROW), with some locations requiring temporary or permanent easements. Work would be performed within Westchester, Putnam, and Dutchess Counties. A portion of the project site would be located within the Village of Croton-on-Hudson and is subject to its LWRP, as shown in Figure 7A. An assessment of the Project’s consistency with the applicable policies of the LWRP is provided below. As described below, the Project is consistent with LWRP policies. Figures 7A-7D show the Coastal Area Boundary, Significant Coastal Fish & Wildlife Habitats, and LWRPs throughout the Project corridor. Project plans showing the proposed work within Croton-on-Hudson are attached. Policy 1: Restore, revitalize, and redevelop deteriorated and underutilized waterfront areas for commercial, industrial, cultural, recreational and other compatible uses. Policy 1A: Encourage integrated development of Village property to assure fulfillment of requirements relating to parking and accessory uses of Metro-North train station, while facilitating public access to the bay area and recreational use. Policy 1B: Encourage restoration of deteriorating structures related to railroad use and assure appropriate maintenance and screening to reduce visual impact. The Village-owned land adjacent to the parking lots at the Croton-Harmon MNR station is an important recreational resource for the Village. The Project would not affect this resource, and it would not affect the public’s access to the bay area. Additionally, the Project directly supports Policy 1B by updating the components of the MNR signal system, which has reached its useful life and is in need of replacement to ensure continued reliable service in the future. The Project would not add any additional visual intrusions to the viewsheds of the Hudson River from the Village. Thus, the Project is consistent with Policies 1, 1A, and 1B. Policy 7: Significant coastal fish and wildlife habitats will be protected, preserved, and, where practical, restored so as to maintain their viability as habitats. ® Dewberry 4 Croton-on-Hudson LWRP June 2026 Policy 7A: The quality of the Croton River and Bay Significant Coastal Fish and Wildlife Habitat and Haverstraw Bay Significant Fish and Wildlife Habitat shall be protected and improved for conservation, economic, aesthetic, recreational, and other public uses and values. Its resources shall be protected from the threat of pollution, misuse, and mismanagement. Policy 7B: Materials that can degrade water quality and degrade or destroy the ecological system of the Croton River and Bay Significant Fish and Wildlife Habitat and the Haverstraw Bay Significant Fish and Wildlife Habitat shall not be disposed of or allowed to drain in, or on land within, the area of influence in the significant fish and wildlife habitats. Policy 7C: Storage of materials that can degrade water quality and degrade or destroy the ecological system of the Croton River and Bay Significant Fish and Wildlife Habitat or Haverstraw Bay Significant Fish and Wildlife Habitat shall not be permitted within the area of influence of the habitat unless best available technology is used to prevent adverse impacts to the habitat. Policy 7D: Restoration of degraded ecological elements of the Croton River and Bay and Haverstraw Bay Significant Fish and Wildlife Habitats and shorelands shall be included in any programs for cleanup of any adjacent toxic and hazardous waste sites. Policy 7E: Runoff from public and private parking lots and from storm sewer overflows shall be effectively managed so as to prevent oil, grease, and other contaminants from polluting surface and ground water and impact to the significant fish and wildlife habitats. Policy 7F: Construction activity of any kind must not cause a measurable increase in erosion or flooding at the site of such activity, or impact other locations. Construction activity in the Croton River and Hudson River spawning areas shall be timed so that spawning of anadromous fish species and shellfish will not be adversely affected. Policy 7G: Construction activity of any kind must not cause significant degradation of water quality or impact identified significant fish and wildlife habitats. The proposed work within the Village of Croton-on-Hudson will include the installation and maintenance of existing and proposed signal equipment and fences at various locations north of, south of, and at the Croton-Harmon MNR Station. Permanent easements and temporary staging areas are required for the proposed work. Work will occur adjacent to the Croton River and Bay and Haverstraw Bay Significant Fish and Wildlife Habitats (Figure 7A). The work will occur within an active rail corridor that is already disturbed, and land disturbance will be minimal. It will require minor in-water work at several locations for the placement of footings for platforms within the Hudson River. Work will adhere to any in-water work restrictions ® Dewberry 2 Croton-on-Hudson LWRP June 2026 recommended by NYSDEC and USACE.? Soil erosion and sediment control measures implemented prior to construction, including silt fences, erosion protection matting, inlet sediment control bags, hay bales, filter socks, turbidity curtains, and sediment filter bags, will reduce the amount of sediment entering the Hudson River and nearby wetlands. The proposed work will not impair the viability of either area or affect these habitats by changing their physical, biological, or chemical parameters. Thus, the Project is consistent with Policies 7 and 7A-7G. Policy 8: Protect fish and wildlife resources in the coastal area from the introduction of hazardous wastes and other pollutants which bio-accumulate in the food chain or which cause significant sub-lethal or lethal effect on those resources. This Project will not result in the release of pollutants or hazardous wastes into coastal waters. Soil and construction debris generated as a result of construction activities will be properly managed (e.g., handled, tested, transported, and disposed of) in accordance with all applicable regulations and MTA C&D’s standard waste management practices. Pesticides, herbicides, insecticides, and fertilizers are not anticipated to be used during operation or construction. The chosen contractor will utilize removal methods and containment systems that eliminate or minimize the risk of degradation of natural resources, including turbidity curtains and filter socks. Thus, the Project is consistent with Policy 8. Policy 11: Buildings and other structures will be sited in the coastal area so as to minimize damage to property and the endangering of human lives caused by flooding and erosion. Policy 12: Activities or development in the coastal area will be undertaken so as to minimize damage to natural resources and property from flooding and erosion by protecting natural protective features including beaches, dunes, barrier islands and bluffs. Policy 12A: Every effort should be made to protect Croton Point, a natural protective barrier to Croton Bay from activities or development that would increase erosion of or flooding of the point. Portions of the project corridor within the Village are mapped within a 100-year floodplain (Zone AE or Zone A) and 500-year floodplain. No coastal erosion hazard areas are designated within Croton-on-Hudson. The Project will require very minor in-water work at several locations for the placement of footings for platforms within the Hudson River. Land disturbance will be minimal, and the overall use of the land will remain the same, as an active rail line. Flood and waterproofing measures will be incorporated into the design where appropriate. These efforts will be made to minimize damage to property and damage to natural resources. Work will not occur on Croton 1 Pursuant to PAL Section 1266(11), MTA MNR is not subject to ECL Articles 24 (FWW) and 25 (TW) and pursuant to ECL Section 15-0501(5) is exempt from Protection of Waters permits. If MTA MNR invokes any or all of these exemptions, MTA MNR will still adhere to NYSDEC guidance and standards. ® Dewberry 3 Croton-on-Hudson LWRP June 2026 Point, and the activities will not increase erosion or flooding. Thus, the Project is consistent with Policies 11, 12 and 12A. Policy 19: Protect, maintain, and increase the level and types of access to public water-related recreation resources and facilities. Policy 19A: Encourage the linkage of open space from upland areas to and along the Hudson and Croton Rivers in the form of a trail or walkway system. Policy 19B: Increase public access to areas that offer physical and visual connection to the Hudson River or Croton River and Bay. Policy 19C: Encourage the improvement of public transportation, when feasible, where water- dependent and water-enhanced recreation activities are located. Policy 19D: /mprove and maintain access to Croton River and Bay at the Village-owned Echo Canoe Launch south of the Village parking lots at the Croton-Harmon Station. Policy 20: Access to the publicly owned foreshore and to lands immediately adjacent to the foreshore or the water's edge that are publicly-owned shall be provided and it should be provided in a manner compatible with adjoining uses. The Project improves public transportation by upgrading MNR’s existing signal system, which has reached the end of its useful life. While the Project is not increasing public access, it will maintain the level of access to public water-related recreation resources and facilities in the Village, as well as publicly owned land adjacent to the water’s edge. Existing and future access to these resources will not be reduced or eliminated by the Project, which will maintain access to these resources via safe and reliable MNR service. Access south of the Village parking lots at the Croton-Harmon Station will be maintained. Thus, the Project is consistent with Policies 19, 19A-19D, and 20. Policy 24: Prevent impairment of scenic resources of statewide significance. Policy 25: Protect, restore or enhance natural and manmade resources which are not identified as being of statewide significance, but which contribute to the overall scenic quality of the coastal area. While there are no scenic resources of statewide significance located within Croton-on-Hudson, the Hudson Highlands SASS is located adjacent to the City’s waterfront on the Hudson River. The Project will not affect the beauty of this important scenic resource, reduce identified views to the resource, or diminish the scenic quality of the resource. Further, pursuant to Policy 25, none of the natural or manmade resources in the Village would be affected by the proposed work. None of the proposed signal structures, fences, or signage would reduce identified views or diminish the scenic quality of the coastal area. Thus, the Project is consistent with Policies 24 and 25. ® Dewberry A Croton-on-Hudson LWRP June 2026 Policy 30: Municipal, industrial, and commercial discharge of pollutants, including but not limited to, toxic and hazardous substances, into coastal waters will conform to State and National water quality standards. Policy 30A: Existing rail services and transportation-related facilities shall not dispose of any regulated materials in coastal waters until all such regulated materials have been tested by the State for conformance with water quality standards. The Project will not result in the release of pollutants into coastal waters. Soil and construction debris generated as a result of construction activities will be properly managed (e.g., handled, tested, transported, and disposed of) in accordance with all applicable regulations and MTA C&D’s standard waste management practices. Pesticides, herbicides, insecticides, and fertilizers are not anticipated to be used during operation or construction. Construction materials and equipment will be stored in locations that do not create risks to public health or the environment. Material transport off-site for disposal will be conducted in accordance with Federal, State, and local requirements. This includes properly licensed haulers and trucks, required placarding, approved truck routes, and manifesting. The chosen contractor will utilize removal methods and containment systems that eliminate or minimize the risk of human exposure to contaminants, dust, hazardous materials, and/or debris generated from construction, as well as potential degradation of natural resources, as required. The contractor will also abide by MTA C&D’s waste disposal requirements. Thus, the Project is consistent with Policies 30 and 30A. Policy 35: Dredging and filling in coastal waters and disposal of dredged material will be undertaken in a manner that meets existing State permit requirements, and protects significant fish and wildlife habitats, scenic resources, natural protective features, important agricultural lands, and wetlands. The Project will require minor in-water work at several locations for the placement of footings for platforms within the Hudson River. No dredging is required. The work will be undertaken in a manner that meets existing New York State permitting requirements, including adherence to any in-water work restrictions during construction. Thus, the Project is consistent with Policy 35. Policy 44: Preserve and protect tidal and freshwater wetlands and preserve the benefits derived from these areas. Policy 44A: Wetlands, water bodies and watercourses shall be protected by preventing damage from erosion or siltation, minimizing disturbance, preserving natural habitats and protecting against flood and pollution. Based on use of the NYSDEC Environmental Resource Mapper, the USFWS NWI Mapper, and high- resolution aerial imagery of the Project site, the limited in-water work for the installation of signal platforms and upgrades with the Project work areas is anticipated to have temporary minor impacts to open water areas and wetlands. Soil erosion and sediment control measures will be implemented prior to construction to reduce the amount of sediment entering the Hudson River ® Dewberry 5 Croton-on-Hudson LWRP June 2026 and nearby wetlands. Permits for in-water work will be obtained from NYSDEC and USACE, and the Project will comply with all permit conditions.” Thus, the Project is consistent with Policies 44 and 44A. * Pursuant to PAL Section 1266(11), MTA-MNR is not subject to ECL Articles 24 (FWW) and 25 (TW) and pursuant to ECL Section 15-0501(5) is exempt from Protection of Waters permits. 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Course F Newburgh 9 ewburg me} : 3 — ¢ Pake}Reekskill —hog @) eae tN Baud 3 (( aceey cl Ot R & gen co] des MTA CONSTRUCTION AND DEVELOPMENT 8 COASTAL AREA, SIGNIFICANT COASTAL FISH 2 AND WILDLIFE HABITATS, AND Q LEGEND LOCAL WATERFRONT REVITALIZATION PLANS ) «=== Project Corridor —— = Landward Coastal Area Boundary Communities with Local Waterfront Revitalization Programs MNR Hudson Line Signal System Upgrades < Croton-Harmon to Poughkeepsie Fi —+— Hudson Line [-] significant Coastal Fish & Wildlife Habitats - NY [__] Federally Approved Coastal LWRP Between (CP-33) and (CP-75) & Cc] Study Area 500 Ft Buffer 0 2,000 4,000 8,000 Westchester, Putnam & Dutchess County, New York 5 SCALE: 1" = 4,000’ DATE: May 2026 8 Rect = 6 ih ; 5 Source: Light Gray Basemap, ESRI. NYSDEC, New York State Department of State, Office of Planning & Development. te De berry FIGURE 7A —__—_ 3 \ co) 8) (<7 Se New Windsor Gis OR Q iiinsse: ty) fows Newhunch 0 ee! 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AEE = 9 0 3 Canison A" CONSTITUTION MARSH i Qiiiinnnist: : : 8 Eu ‘| gastos G9 a Qy ao] ° 3 y 4 INSET MAP le ne : Sh Northiilighland 8 ewburgh sOUtn ge othlan Zsa — Se McKee! 2 xd C2 NEVSOMNGOIDAES FFs Corners {93 me) fe) 6 se] fs des MTA CONSTRUCTION AND DEVELOPMENT 8 COASTAL AREA, SIGNIFICANT COASTAL FISH 2 AND WILDLIFE HABITATS, AND 0 LEGEND LOCAL WATERFRONT REVITALIZATION PLANS ) «=== Project Corridor —— = Landward Coastal Area Boundary Communities with Local Waterfront Revitalization Programs MNR Hudson Line Signal System Upgrades aS Croton-Harmon to Poughkeepsie = —— Hudson Line FE] Significant Coastal Fish & Wildlife Habitats - NY Cc Federally Approved Coastal LWRP Between (CP-33) and (CP-75) & [__] study Area 500 Ft Buffer 0 2,000 4,000 8,000 Westchester, Putnam & Dutchess County, New York 3 SCALE: 1" = 4,000' DATE: May 2026 3 ect : ic) Asses i | | | # Dewberry FIGURE 7B &| Source: Light Gray Basemap, ESRI. NYSDEC, New York State Department of State, Office of Planning & Development. “ yatitionn Rd % x bainville Canter Ave es 4 Rome OW rd . © ap WS ve S b CT ieriboroug = Milton ry “ey Merion oy ; 7 0} Hudson Line Signal Upgrades OO ig GOO Ia ca aN S Project Limit ERECT SEES cee ge = o pr lm Eo : sew re it > ACESS : Re ene orem hicights s a ON ee ewe amburg 5 m a Bowclotn Pent: ral WAPPINGER:CREEK Q \ < 3 O Me — GY) ; ap, =o8e% . Spachentall ? Re FA Sonn 5 R 2 se wll — of 5 oO Wappingers a, 3 Fall's pak sy > Q te, Q) O) 3 oe Ss 2 g Oo @ INSET MAP 5 ewburgh = Dutchess OAS cpr E “» i <—— im 3 U ® = 6 ° Vi 0° & 3 8] ps New S: New MTA CONSTRUCTION AND DEVELOPMENT = CT, ae ne | ay 2 COASTAL AREA, SIGNIFICANT COASTAL FISH 2 AND WILDLIFE HABITATS, AND 0 LEGEND LOCAL WATERFRONT REVITALIZATION PLANS ) «=== Project Corridor —— = Landward Coastal Area Boundary Communities with Local Waterfront Revitalization Programs MNR Hudson Line Signal System Upgrades < Croton-Harmon to Poughkeepsie z —t— Hudson Line [7] significant Coastal Fish & Wildlife Habitats -Ny [__] Federally Approved Coastal LWRP Between (CP-33) and (CP-75) & Cc] Study Area 500 Ft Buffer 0 2,000 4,000 8,000 Westchester, Putnam & Dutchess County, New York 3 SCALE: 1" = 4,000' DATE: May 2026 8 ect : 3 & Dew : 5 Source: Light Gray Basemap, ESRI. NYSDEC, New York State Department of State, Office of Planning & Development. Se De berry FIGU RE 7C a BIACK CREEK eT mESOPUS. Me ACWS {ows mee ge VANDERBURG, COVE AND SHALLOWS Law KINGSTON: POUGHKEEPSIE DEEPWATER. = Pants Levi Lf Siaatsburg Te ff f hydeweark & Hudson Line Signal Upgrades — OGG / EMATET EAST py f pacreer erent Cooe “ = ne pee ; oy at st a _ Homes i Ie Ne ow gianklin[oy x ae 3 : oe 4 a : mA . % oP ao a : ro “ wees f : a a : i : : 3 : ee . ® a st aa wy agp 2 Lk : ME: whe “gees a ~ Site) Bp <3 ca marist{collegey eo meme eh z + e Ws DeWitt Cc \ p a —S, Raviland 5) Ne “| o NY) 5 3 O ra Fainview 8 Site) ry : L] ao] Acihngion y 2 VESSEP COlAGaNSET MAP & 8 Newburgh 5 " ; id LZ “Pea, r Sau : = Van ep Gretna) E eg 8 ta MTA CONSTRUCTION AND DEVELOPMENT 3 COASTAL AREA, SIGNIFICANT COASTAL FISH 2 AND WILDLIFE HABITATS, AND 0 LEGEND LOCAL WATERFRONT REVITALIZATION PLANS ) «=== Project Corridor —— = Landward Coastal Area Boundary Communities with Local Waterfront Revitalization Programs MNR Hudson Line Signal System Upgrades aS Croton-Harmon to Poughkeepsie < —+— Hudson Line FE] Significant Coastal Fish & Wildlife Habitats - NY Co Federally Approved Coastal LWRP Between (CP-33) and (CP-75) & C_] Study Area 500 Ft Buffer ) 2,000 4,000 8,000 Westchester, Putnam & Dutchess County, New York 8 eee sce reso eae Moyes 2 Feet = G se é | | | # Dewberry FIGURE 7D &| Source: Light Gray Basemap, ESRI. 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SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & & CABLE PLANS FOR ADDITIONAL INFORMATION. 2 | 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT QE 28 es tT | PS CHAINER ij Gannett Fleming /QWA HUDSON LINE C&S IMPROVEMENTS _ [CONTRACT NUMBER 30460 ee LF Jitisavicnation cr tre = _ EQUIPMENT INSTALLATIONS , , & g DRAWN GANNETT FLEMING/CWA, a joint venture SCALE: DATE: ee LF Reson ro ate rs onan ss ANY WAY, UNLESS ACTING UNDER THE J.L.B. ee OE ANDRE 582 MP-32 TO MP-76 AS SHOWN 11/04/2022 gee fT | ENR accritzcr CHECKED NEW YORK, NY 10121-0101 PRU: 059824 CIVIL SITE PLANS DRAWING NUMBER ee finan eiericuitec Hat are CIV - 101 bee SHER SEA AO THENOTATION APPROVED Metro-North Railroad CP-33 SHEET 1 OF 7 SHEET OF —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 32.5 .)= TURBIDITY CURTAIN PROPOSED CP—33 LOC B INSTALLED ON STEEL PLATFORM WITH SECURITY FENCE ATTACHED HUDSON RIVER MEAN HIGHER HIGH WATER LINE EXISTING CABLE TROUGH, DUCTS EXISTING STEEL PLATFORM AND CABLES BY HLS BY HLS TMHHW | [| ™~ IMHHW ee No ——— — i aN — mm! ../ | ND OtEsP sp ——— sp ———. sp ——— sp ——_ SP ——— SP ——— SP —_— SP sp ——— sp —_— sp ——— sp ——— sp=—— SP LU gp ——— sp >. sp —__ sp —_ SP —— SP — SP ——— SP ———_ SP —_—_ SP ———_ SP ——__ sp ——— sp —— sp ———_p Se SP sp ——— sf C] D PHS = | AX | | = Re Oe eee ox: OY OE Y&«« SSE oO Re > O pe et \ —UC- -— Ue OC © es eee © z i ee ee (UC~ 7 \Z = a a ar ee ee ee Si = RRR ApS nnn ew$ FRAP A LF ag S oO ag a) | 7 C) 7 oo +50 1713 +50 14 BO 80 80 80 1718 ve — bn DA 7 P, De ————— uc —- — —UC ee | Li Y) ee oO Y) ff CL uc— — —uC— — -uc- —- —> | ee | Lu ee ee EXP—— 6yP——— Exp FXP XP EXP EXP EXP EXP EXP ZZ PRR SACKS S _I _ >on FY B—— EXP Etta EXP EXP EXP —— EXP ——__ EXP _ Ex P_-. 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REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT 2 = [TT [ +<Y| ~<| *+<| dy [iY] i (acer i Sennetrienne GWA HUDSON LINE C&S IMPROVEMENTS _ [ONTRACTNOWBER van ae _E. ransi ail Systems ee tt pos rr erion cr a — SANNETT FLEMING/CWA, @ joint venture EQUIPMENT INSTALLATIONS — —— eg a a SO Te pe azn geo MP-32 TO MP-76 AS SHOWN | 11/04/2022 eC rc Sea Yo eo — aT SITE ELENS SSRN NOMSER Fg OO OO eect GE. ? CIV - 102 bes toric APPROVED Metro-North Railroad CP-33 SHEET 2 OF 7 SHEET oF ae STOMTURE AN ATE OF ALTERATION AEM REW YOR N07 23 610 —~=«— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ————+ MP 32.6 .) 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SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. g 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & S CABLE PLANS FOR ADDITIONAL INFORMATION. f 0 2. | 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT e8 es {top PIS AINE ij Gannett Fleming JOWA HUDSON LINE C&S IMPROVEMENTS __ ]©ONTRACT NUMBER 30460 a es DG DG QO GO Pa — = GANNETT FLEMING/CWA, @ ioipt vent EQUIPMENT INSTALLATIONS aE ae se ttt sores i orn mo Pei euxen sufecsne © Jo venture : | ss ANY WAY, UNLESS ACTING UNDER THE J.L.B. 380 SEVENTH AVENUE MP-32 TO MP-76 AS SHOWN 11/04/2022 a Ge GR OO I Poets CHECKED NEW YORK, NY’ 10121-0104 Pru: os9a4 CIVIL SITE PLANS DRAWING NUMBER Eo A DS GO CO GO Foc eee GE. : CIV - 103 bes toric APPROVED Metro-North Railroad CP-33 SHEET 3 OF 7 SHEET oF eee a eee NEW YORK, NAY. 10017 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 32.7 TURBIDITY CURTAIN .) TURBIDITY CURTAIN PROPOSED CP-—33 LOC D INSTALLED PROPOSED CP—33 LOC E INSTALLED ON STEEL PLATFORM WITH _ <= SECURITY FENCE ATTACHED HUDSON RIVER ON STEEL PLATFORM WITH SECURITY FENCE ATTACHED MEAN HIGHER HIGH WATER LINE EXISTING CABLE TROUGH, DUCTS AND CABLES BY HLS — we ee BSON R VO MHHW re —_ IMHAW << >°. « TN MHHW == HN TMHHW oon SS = 5 mmm 7X — SA SP ee 000000 Te © ee -“\— eee NS _____ _____Hg = UG ex =uc,= -uc~ ~ on = 2 | SP —— sep —— sP —— sP —— sP—— SP ——— SP SP SP SP P——=sp —— sp —_F SP —— SP ———__ SP SP PP PP SP PP SP SP SP SP SP “> ro L ; S | = tr to oes ee —-FRack4— = O ee eee me rs | b Se) O } eee > in) ~ “EXP O eee Op— Ye — PA Jon Zz eee [Oo Z — eel | a) — = eee | = <C ci) os sane =e aS ae eee eee ee se ee re ee ee ee < aw c | ad a) oO : CO 1724 +50 1725 +50 1726 +50 =t 1727 +50 1728 +50 1729 | yp. +50 sir LJ —TRE K a a a TT a _ ——— TOO a a a ST _ OQ ~ ee ee Li] | | 2 Lit Y) Cc | Y) | EXP=-X F¥Pe—— Expt — Exp—— ExP——— EXP} EXB-——_EXB- — XP = Exp OS ype = Exp —— Exp Exp —— ExP-——— EXP. 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REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT 2 & = [LT |. | | | JJ] | 7 [J [PSctaner HSawetsonng/GWA HUDSON LINE C&S IMPROVEMENTS | ORACTNOWEER van ip DD GON GOD GO Po 2 — SANNETT FLEMING/CWA, @ joint venture EQUIPMENT INSTALLATIONS — —— eg a a SO Te pe azn geo MP-32 TO MP-76 AS SHOWN | 11/04/2022 5 a OG GO TERE SO Wor os SW SITE PLANS SRAING HOMEER a a CG . CIV - 104 ae HIER SEAL AND THENSTATON APPROVED @ Metro-North Railroad CP-33 SHEET 4 OF 7 SHEET oF ae STONATURE ANDONTE OF ALTERATION AEM. REW YORE LY 07 25 610 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———- MP 32.8 MP 32.9 MEAN HIGHER HIGH WATER LINE err" \ \. .)= HUDSON RIVER s MEAN HIGHER HIGH WATER LINE EXISTING TRACK ACCESS PADS Pw HW 32.81 CROTON | = RIVER BRIDGE TAMHHW “IMHHW <t as Ue © | cue= = Ulm TIS | | | So cs.) \ = a Tn 4 ——Fraek4—_]> © 1 O mn - —> " EXP——— EXP EXP EXP oS ye PP EP FP BP RAP PP BAP BP BP BP RP Re ep ep SP SF eS _ | oe > So > b Z =| _ E ; = eS ef ne | a=) 35 NS CO y Hepack 80 AB AB OA B05 =) +50 in Lu Lu Y) Y) po XK EK EX RE XP ERP EX | | 7 - - = EXP EXP-———_ EXP —___ Fy EXP——— EXP-———— EXP f£xP—— ExP——— EXP-———— EXP. EXP. EXP. EXP. EXP. EXP +. EXP +. EXP +. EX + EXP. EXP EXP——— ExXR——— i EXP E = S | = = Lu = TRACK 3 Lu Z ad 2 a a > [.-[ 7 TTT 7 nn 4 Z z pe, e Q = : er an yp OAS = (OL sg [s -———— < LJ Li] 5 3 CROTON RAY ROW AS DETERMINED BY KS ENGINEERS, INC. GIS ROW LINE HAW NL N/F VILLAGE OF CROTON TNE VILLAGE Fenton — Fe Vutase open | CP—33 INTERLOCKING LIMITS (8) [| ~. EXISTING CABLE TROUGH, DUCTS | AND CABLES BY OTHERS BY HLS 20' 10’ 0 20' 40' SS ee I" = 20'-0" NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 5 CABLE PLANS FOR ADDITIONAL INFORMATION. 2 | 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT QE eg ee | | ISIE id) Gannett Fleming JO WA HUDSON LINE C&S IMPROVEMENTS _[oNTRACT NUMBER 30460 ee tT tt itis var or i ay — = GANNETT FLEMING/CWA, o jomt venture EQUIPMENT INSTALLATIONS — — Sg a CC GR De Te Pen out ute sod ° MP-32 TO MP-76 ‘AS SHOWN | 11/04/2022 52 | LL.B. 2 GG Eg ERE So D010 os SWIL SITE PLANS SANG HOMBER a EC GW 2 Ge “oto-Nomn Rairoad CIVIL SITE PLANS _ CIV - 105 Tr MtTeRto "FOLLOnED ay HER APPROVED Ser MabISon ANE OO ; SHEET OF es e—eeeeseseseses=scomwees AEM. NEW YORK NY 1007 26 610 ——=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 33.0 AMHHIN ee a ol — eee oe a _ — ane) — _ eee ~) <= MEAN HIGHER HIGH WATER LINE — § — ee oe oe oo - SZ maw _ _ <= SNL N/F MIDTOWN TRACKAGE VENTURES tO N/F MIDTOWN TRACKAGE VENTURES LLC op N/F MIDTOWN TRACKAGE VENTURES LLC 0 Oo a — a a LC —_ 1 jt, —}|— {_t —a — —_ an i SS EES SSS = = See ft pt l ee a | A el _ Gg Se UC ~ c= - - ue = ee ee i Pee Se - ag o- - -ue- — -uc- CP—33 LOC F INSTALLED | O oe LO ~ = ye- — -ue- - -ue- — - ue — HY ON STEEL PLATFORM pS > O]-~ —~uc———uc-—- —vUC DS © vv __ | va | ( _ | > P-A beg ge eee eee eee kee a > O Cc oO O | CP—33 INTERLOCKING LIMITS oO 2 C5 | (B) | | oO = , | | = = | c g = s SRK eS SSeS eee Se a a EoD TES eee ne a) a ee or | | OQ oy ee 1736 +50 1737 (| #50 fw 1739-—41 +50 1740 iE i" LJ | ° de ee ee | Y | | =) | Y | Harmon Yards ‘ i I \ | Lu | : ° 7 Lu 7 a by¥p—— _ EXP EXP EXP——— EXP EXP ———€ 5 XP Yel SS a. $$ OL PR—2xbe gy — EXP —— Exp exp exp exp exp Xp EXP EXP EXP EK EXPE EXP—— © | ——sp —— sp = — sp —— SH SP —= SP er he “a - x < = cup i | Stee < SS qm Leow ps 6 © ° © Bivnncnvniitii > — 6 Pe Hl NI EET | ~ ac ® a A= —— or a re ee ee ae z > N/F VILLAGE OF CROTON . Pe ——____ DF nr PE Se > comers S I t Se ee ee | ee eee I SS SS ——————Eee BOF CP-33 CIL INSTALLED SS EXISTING CABLE TROUGH, DUCTS ON STEEL PLATFORM VILLAGE OF Se eee AND CABLES BY HLS ROW AS DETERMINED BY REMOVE EXISTING CLF CROTON—HARMON ————o a oe EXISTING STEEL PLATFORM KS ENGINEERS INC. INSTALL 8° CLF COMMUTER PARKING LOT =\eq5= == BY HLS (TO REMAIN) a ee Se ee SSS SS SS SS SS eee eee ee ee ee ee Soe a ys ss es es es ee ees Ws es es es ee 20' 10 0 20' 4.0' EXISTING STEEL eS PLATFORM BY HLS ==————— i | OVERHEAD SOLAR PANELS a —— TEMPORARY EASEMENT FOR CRANE AND MATERIALS. 60’x120’ WORK AREA, 22 SPACES OCCUPIED. WORK AREA TO INSTALL FOUNDATIONS AND STEEL SUPPORT PLATFORM AND SIGNAL HOUSE FOR CP—33 CIL. NOTES: ESTIMATED DURATION: 3 MONTHS BETWEEN Mikes XXXXX AND XXXXX. 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. SCHEDULE FOR TEMPORARY EASEMENT MUST BE APPROVED BY METRO NORTH RAILROAD AND VILLAGE OF CROTON—ON—HUDSON. 3. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. g 4. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 8 5. MIN. VERTICAL CLEARANCE UNDER OVERHEAD SOLAR PANELS IS 0 3 APPROXIMATELY 14’—0”. FIELD VERIFY. 1 O00 No DRAFT © & >< Sg a HSacretaiemne/WA HUDSON LINE C&S IMPROVEMENTS [oN CT NEER vans 5 _E. ransi ail Systems ee Fists 08 00 ey ‘ EQUIPMENT INSTALLATIONS , , SZ OE eSON TO ALTER Tie DOA WING IN DRAWN GANNETT FLEMING/CWA, a joint venture SCALE: DATE: eg es OG I Dre pe cc JLB. TWO PENN PLAZA, SUITE 552 MP-32 TO MP-76 AS SHOWN 11/04/2022 ee DO ce cr THEO nT I-10 — IVIL SITE PLANS SRAMNG HUMBER a GO a ne Ge. : CIV - 106 bes toric APPROVED Metro-North Railroad CP-33 SHEET 6 OF 7 SHEET oF 588 eee NEW YORK, N.Y. 10017 ——— TO GRAND CENTRAL STATION TO POUGHKEEPSIE———= MP 33.1 — Ta rr a as ge < .. ee LE A me) = _ Vem -_ ee ea cyo EXISTING HOUSE POWER yer = to EEO LOCATION HP—1 ero = Se oe ECA tte -_ wt f= a ———— a —_ o7 NY eee (IO Lo _ OL] ptt _ et ue-- —UC— == ee ee __-ue- 7 7 — a rt rr vuc- - ~ Ue ————— yt Se — oO N/E_MIDTOWN TRACKAGE VENTURES LLC Le TRACKAGE VENTURES LLC Se N/F MIDTOWN TRACKAGE VENTURES LLC S— NDS OF Oe TO a a as ae Tee SS FF Ch _—r TO OOo :SOOCT Ch e — FU FF ee eT To OS NN aS FF TC OOO anc 0 EEE SF See SC CO OO OO SS ES | _— ! =o ee _--¥ are prt = Ue eee a Ng Up RAR a 1 ee ee 7S | ST a So oro TT cos | CP—33 INTERLOCKING LIMITS 00 me) O = (B) a) ee |e | 5 —______—_—_— i | > | TRACK? a SS > O oe | O | c Harmon Yards | eee = eee Se OO ro) tt = 6 a a op | < | S =) 0 aa +50 1742 +50 1743 +50 1744 +50 1745 +50 ec 1746 +50 1747 uy |J—FRe TRACK 1 LL sf} od! 3 ” TT TH!,/+TS es ee ee | ? 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AREA TO NORTH AND VILLAGE OF CROTON—ON—HUDSON ——— INSTALL FOUNDATIONS AND STEEL SUPPORT PLATFORM 3. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & ————— AND SIGNAL HOUSE FOR CP—33 LOCATION G. g CABLE PLANS FOR ADDITIONAL INFORMATION. pt OVERHEAD SOLAR PANELS ESTIMATED DURATION: 2 MONTHS BETWEEN XXXXX AND 5 4. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. Po XXXXX. 3 5. MIN. VERTICAL CLEARANCE UNDER OVERHEAD SOLAR PANELS IS ————— 3 APPROXIMATELY 14’—0”. FIELD VERIFY. 100% DRAFT e& ee EP IVER DESIGNED id) Sennett Fleming / WA HUDSON LINE C&S IMPROVEMENTS __ [SONTRACT NuwBeR ow G.E. Transit & Rail Systems 39462 Sg a OO GO __ a ana Row Soe EQUIPMENT INSTALLATIONS | , SZ , a joint venture SCALE: DATE: og a a Te pe azn geo MP-32 TO MP-76 AS SHOWN | 11/04/2022 a a Ge (QO GO OO eee CHECKED New YORG Nr 10121-0101 PR: 059824 CIVIL SITE PLANS DRAWING NUMBER a a OO = , CIV - 107 bes toric APPROVED Metro-North Railroad CP-33 SHEET 7 OF 7 SHEET oF BRS eee eee New yore NY tO” 28 610 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 33.2 N/F MIDTOWN_TRACKAGE VENTURES*LLC N/F MIDTOWN TRACKAGE VENTURES LLC a RACICIE VENTURES LLC TRACK 6 AT SSS w re — OOOO TT ~ en a Dy 2 Se ee ee EY p——— EXPB-———_ EXP EXP Se OS ey +P =p EXP EXP EXP EX ER EXP EXP EXP EXP EXP EXP EXP ERP oe et et 5 SS Z ~ Larack See ee ee ee Ne Harmon Yards ——SSa Sexp——Sfexp——_Exe Sexe Sexe Sexe exp ex ex exe Ex 7 > ( ¢ > > Se > ~ - 1 i 5 o eee —— SY TRACK2—1 05 > | RACK 2—~——— | > S — x< — = REFER TO SYS-114 FOR 5 1-D (CP—33 LOC G TO CP—34 CIL) = Zz CABLE D CONTINUATION a INSTALL IN EXISTING CONDUIT = oe d (REFER TO SYS—114) or in 1747 +50 1748 +50 1749 +50 is + 1750 +50 1751 +50 1752 +50 > in TRACK 1 a. p Lid LJ n , n wa | fn | LJ LJ ZZ BRA me F243] 7 a > _ al EXP EX PEP EXP EXP EXP EXR- EXP EXP EXP EXP ER op xp £x PD ao 5 7 QO. < ® © a EX < Se a eee ee | in a N/F VILLAGE OF CROTON N/F VILLAGE OF CROTON S SS ESS SS SS Se SS EISTING CABLE TROUGH, DUCTS ROW AS DETERMINED BY KSE eS AND CABLES BY HLS os ee ee ee es ee Ne ee eee ee ee ee ee sss se a a ee a a ee ee a ee ee ee ee i A a SS SO (| se ee ee ee ee LS LS ee A A SS SS SS CS CO A OS A CS CO CO CO Se ae en Fre emerge a ee or VILLAGE OF CROTON—HARMON == ——— rs ee ee SS ee — a eS COMMUTER PARKING LOT ee’ a ee a —— ee Se ss Se es es Se es es Se es Se ne Pp a a ee ee ——— es ss es es Se es ee Se es Se Se es Ss rr LE ES SS NS ES SS NS OS OO (CO CO ee LS SS ES SS eS CS SS CO CO AS NS ES SS OS I I Le eee ss a eo a ee a ee = es eo a eS ee Se ee ———— a eo a eS ee ee ee — sr es es a es Se es Se et es Ses es es Ss a ee ee ee ee ee a a Se ee ee ——— rr a a se es es Ss es Se es Se Se es Se es es —— ee ———————— ——————— —————— ee > —} — rr 20' 10' 0 20' 40' SS =====— r= 20-0 | OVERHEAD SOLAR PANELS a —_—_—=—_——=—_—_— NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 4. MIN. VERTICAL CLEARANCE UNDER OVERHEAD SOLAR PANELS IS g APPROXIMATELY 14’—0”. FIELD VERIFY. : fe) = 100% DRAFT O =< est | PSC IVER id) Gannett Fleming JO WA HUDSON LINE C&S IMPROVEMENTS __ [©ONTRACT NuMBER 30460 cl ee es ee ee __ See eee ae ve EQUIPMENT INSTALLATIONS = | — —_ Sg GO Dro pec JLB. TWO PENN PLAZA, SUITE 552 MP-32 TO MP-76 AS SHOWN 11/04/2022 a OD I ect Aanerh =e CHECKED NEW YORK, NY 10121-0101 PR: 059824 DRAWING NUMBER 2 GE LE POST sae CIV - 108 $i ENGINEER/ARCHITECT SHALL AFFIX .E. _ . 28s Meroe PoLloneD oe Hee APPROVED @ Metro-North Railroad MILE POST 33.2 SHEET oF BRS eee eee A.E.M. NEW YORK, N.Y. 10017 29 610 —~=«— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ————+ MP 33.3 TRACK 6 N/F MIDTOWN TRACKAGE VENTURES LLC __| __N/F MIDTOWN TRACKAGE VENTURES LLC__ —_| i _ _ a _ _ — — __NMIDTOWN TRACKAGE VENTURES LLC SS SG OT OD en ee Ra SS Pp {P= Eh EXE EXP SR yp EXE FRA EK 5 ——$£§ =p EXP EXP EXP EXP = EXP EXP EX EXP EXP EXP exp pyp EXP———— EXP AP EXE EXP EXP EXP pp yp py EXP—— EXP—— exp— exp —— pyp___eyp 5 a ss EXISTING CABLE TROUGH, DUCTS 00 AND CABLES BY HLS 2 ©C + sp —— sp ——- sp ——— sp —_— sp —— sp ——_ SP ——_ SP SPP Sp ——— sp ——— sp ——— sp ——— sp —— sp ——— sp ——— sp —— Sp ——_ Sp — SP — SP —_ SP/__ SP/ —__ Sp —_ Sp ——_ Sp —__ Sp —__ Sp ——— Sp ——— Sp ——— Sp —— sp —— sp ——— sp ——— sp ——— sp —— sp|— nT EXP———— EXP———— EXP———— EXP————- EXP——_ EXP-—— EXP—_ EXP EXP— EX EXP———— EXP———— EXP———— EXP———— EX EXP———— EXP———— EXP———— EXP——- EXP————- EXP EXP EXP EXP EXP EXP. EXP. EXP. EXP. EXP EXP EXP EXP EXP-—_ EXP EXP EXP E 7 = = O O Py ee LL =o PN Zz Zz = 1-D (CP-33 LOC G TO CP—34 CIL) = = INSTALL IN EXISTING CONDUIT = 2 (REFER TO SYS—114) 0 in 2 1753 +50 1754 +50 1755 +50 1756 +50 1757 +50 1758 +50 in LJ Li Y) Y) _-———_ OVERHEAD PASSENGER CROSSOVER | | LJ Lu FE FRE ooo zraes——_ fo oj a OL OL < < —_l —_ oO an LJ Li a N/F VILLAGE OF CROTON - N/F VILLAGE OF CROTON S ——— ae = —— a ee ee Se = ae VILLAGE. OF CROTON—HARMON =] 33545 SS SSS SSS es ee ee Oe ees COMMUTER PARKING LOT a a ne ee a a eae ee = a ee oe ee Se = ee eee ee ——— — — — —— — ——————— —— — — — ——— —— — ee ee er ee oo — — — — —— ———————— —— — — ——————— rn en os a a a pS Se ——— oe ————————— ————————— oe 20' 10' 0 20' 4,0' —— ~——<—$ I" = 20'-0" ———— | OVERHEAD SOLAR PANELS ——— ==———=—— NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & Z CABLE PLANS FOR ADDITIONAL INFORMATION. : 3. MIN. VERTICAL CLEARANCE UNDER OVERHEAD SOLAR PANELS IS O = Sz APPROXIMATELY 14’—0”. FIELD VERIFY. 100% DRAFT oY =< GO CO SL a cacreka'sane/CWA HUDSON TINE C&S IMPROVEMENTS 30462 a en a ae rs Qs I Fo cre — = GANNETT FLEMING/CWA, ojo EQUIPMENT INSTALLATIONS : = ¢ PERSON TO ALTER THIS DRAWING IN » O joint venture SCALE: DATE: set bo} ono Tricor avin JLB TWO PENN PLAZA, SUITE 552 MP-32 TO MP-76 AS SHOWN 11/04/2022 Sz DIRECTION OF A LICENSED _— 580 SEVENTH AVENUE eet EP PRR NENEER arcu CHECKED NEW YORK, NY 10121-0101 PR: 059824 CIVIL SITE PLANS DRAWING NUMBER a a rs ee Gs Qs QO I Pantera G.E. ) CIV - 109 Hag oe PROVED @ Metro-North Railroad MILE POST 39.3 SHEET F g88 eee eee AEM. NEW YORK, N.Y. 1007 30 610 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ——— MP 33.4 es a a Ge $$ — i a =_ (0 SSS ee — oS + 4 4 8 ee E em SSS pf 4 a aL <<... — == Harmon Yards SESS —j See et yp pL oe ei ae —S aS Sf “eg LL — . 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INC _ a tt AND SMC—34 SOUTH SH INSTALL 8° CLF » INC. ae = INSTALLED ON STEEL ——————— — OER RTE PLATFORM SN RELOCATE EXISTING SIGN (NOTE 3) Sopp SS SS GIS ROW LINE ——— ATE EXISTING SIGN (NOTE 3) === = SSE EEE EEE =! WORK AREA AVAILABLE 10 PM—5 AM. FOR CRANE === NS TEMPORARY PEDESTRIAN O 0 ===: AND MATERIALS TO INSTALL PLATFORM AND = SS SSS SNS WALKWAY (NOTE 4) SS O — SIGNAL CASE FOR CP—34 LOCATION A. WORK TEMPORARY FENCE fot et re TTT +++ AREA NOT AVAILABLE 5 AM—10 PM. {}——}- —} —_} —_} | —} — + — + — + — 9 TS erica [OE CHO VV LL AGE OF CROTON _ H ARMON }—|— . pF Ee et SSS SS SS SS SS SS SS SS COMMUTER PARKING LOT SSS = = SS SS ES ES SS ECP 34 INTERLOCKING LIMITS ftp Se ee eee eee NOTES: a 20) 40 ——_—_——— a _ eS 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. I = 20-0 FF FF} sa yeERHEAD SOLAR PANELS 2. SCHEDULE FOR TEMPORARY EASEMENT MUST BE APPROVED BY METRO NORTH RAILROAD AND VILLAGE OF CROTON—ON—HUDSON. ——— 35. SIGN RELOCATION INCLUDED IN COST OF MAINTENANCE AND PROTECTION OF TRAFFIC. ————— > 4. CONTRACTOR TO MAINTAIN 5’—0” WIDE (MIN. ) TEMPORARY PEDESTRIAN WALKWAY AROUND WORK AREA AT THIS LOCATION FOR 3 THE DURATION OF THE WORK. <' 5. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. rs 6. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT Sz 7. MIN. VERTICAL CLEARANCE UNDER OVERHEAD SOLAR PANELS IS APPROXIMATELY 14’—0”. FIELD VERIFY. O oO oY 2 ee eee FSR S/S WA EQUIPMENT INSTALLATIONS S062 = S PROFESSIONAL LICENSE LAW FOR ANY DRAWN GANNETT FLEMING CWA ‘~ t t EQUIPM ENT INSTALLATIONS SCALE: DATE: 52 ANY WAY, UNLESS ACTING UNDER THE J.L.B. TWO PENN PLAZA, SUITE 552 MP-32 TO MP-76 AS SHOWN 11/04/2022 ee PR NEN RRaccurecr CHECKED NEW YORK, NY 10121-0101 PRU: 059824 CIVIL SITE PLANS DRAWING NUMBER 2g a OO CO i CIV - 110 bes SHER SEAL AHO THENOTATION APPROVED @ Metro-North Railroad CP-34 SHEET 1 OF 2 SHEET OF BSS SIGNATURE AND DATE OF ALTERATION AEM. NEW YORK, N.Y. 10017 31 610 —— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———= MP 33.5 a ee ee ee oe ne ee = ee Se an _— a — I a TT ~ ee eee So -—_ ST ; aia tee ee a a ee ee oe on — a = a ——— ee oS OC a a es ee Harmon Yards eres KEE a _— — —_— oe Ese a Je > ae <a St a a — HW 55.42 CROTON EXISTING CABLE TROUGH, DUCTS ee Se ee a POINT OH BRIDGE AND CABLES BY HLS ee es a \ rae eee —_— A —_—— Eq tt NF MIDTOWN TRACEATE a eT —uCc- et N TRACKAGE VENTURES LLC eee an —_ y 7 or ee N/F MIDTOW — = G On va = eee >» > ae ee a —— a y 7 a ee ae ee * \ N/F MIDTOWN TRACKAGE VENTURES C°° == aa LS ueot — VC 7 eee On oe a OT et A, _-o oo SS G eS ——— —vuc7 ——— EXISTING HOUSE POWER~ — 8) __ _- Dy es _--w ee ____-——— LOCATION _HP-7 rs — _ -uc —_ — : * \ , _\yer- —__ ee \ x — SP —_——SsP eee aa wa ee a a er _ Xs a IC mats) Pp YH 3S > aL} co SSS ANS Fog eo oo ‘ AIS ss ae — es On Via yo) So 5 =P _ mu 2 O a UN, oo sp sP_SP ———w ene ee | D9 ere ee w —— = — = —— _ oS 2 aan eS | — == . i" \ ee ope {s+ ———— SP SP SA ——— Sp —— sp _ SP ———sp__ Se i" Pe \\ oe 8 = ae = ou oo =P —— sp = oO _— == sp ——S O \ p— oO EAs SE 5p gp gp gp gp sg mg ee DO © Z}— Far “ = \\ ESQ —ee—E—_ — = SL aRack2— “AMS _ trac a AQ? 766 50 O wy UCM ‘ 1765 +0 tt ——-__ stp? 90 1768 +50 1769 LJ , T 50 Lu LU |e e§—<$< o\ | | ! rede Lu Y) ee) Y) ON NEW CABLE TROUGH ~ | ON = ee ee ee ee | CL O\ CL $$ ATER BN Lu) ~Ue.923, RAS = | epaeKS-—SS—S—S—S \ a ———— — = Gace ree ARALTY [LC & C/O:KENNETH GUNSHOR ESS Zz _ | ———— SS I — — 7 Ty iS ee 1100 mi 12 SECURITY FENCE Btn TUTORS al Ly = 4| Bin — ATI + SS FLLAGE OF CROTON) NIF GREENTREE REALTY LLC Py p—— “EXP =—— EXP OW <L eee ; EXP——— EXP EXP-te ate 4 Exa TL) a \ | SS Sx EX EXP < zy Exp —— EXP EXP EX EXP = Ex 1 | foe _ ES Fl) | nct oF rovon EXP EXP BB yp yf OO Eg EX Pp EEO ESE GIS ROW LINE —_— v LJ EXPN ——)— —~ =—=—— — —— S| eet —_—_— ES re _—— ra re 5 b —_ a\- SO NIE VILLAGE OF CROTON —_ 5 =| =e CO oo —< 5 a A = ——e S$ PROPOSED SMC—34 NORTH INSTALLED — re ON STEEL PLATFORM — GIS ROW LINE © —_INSTALL_ PROPOSED aa a TO ns CONDUITS _ — | \ & \ BETWEEN EXISTING a Lh GUIDE RAIL POSTS i —_— ROW AS DETERMINED BY KS ENGINEERS, INC. O % [ | | = — CP— 54 PROPOSED CP—34 CIL INSTALLED ROM INDERS ING. Oo | ee INTERLOCKING LIMITS ON STEEL PLATFORM KS ENGINEERS, INC. tl ee ee —— NOTES: 20' 10' 0 20' 40' | 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS I" = 20'-0" ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 3 CABLE PLANS FOR ADDITIONAL INFORMATION. 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. O 9 - 100% DRAFT O =< es tC | SHINER id) Gannett Fleming JO WA HUDSON LINE C&S IMPROVEMENTS __ [©ONTRACT NuMBER 30460 a6 pe pe = 2° | | re ee ee ee a ee FO Ew eon a — SANNETT FLEMING/CWA, @ joint venture EQUIPMENT INSTALLATIONS — ——— gS OO OW fg iip.| Selbean eden MP-32 TO MP-76 AS SHOWN | 14/04/2002 2 OO OO (2c ao i Ye oo — STE GLANS RNS RR z — — nine CIV - 111 ee | | ee ee ee ee ee G.E. Metro-North Railroad CP-34 SHEET 2 OF 2 P88 "ALTERED BY" FOLLOWED BY HISIHER APPROVED 547 MADISON AVENUE SHEET OF —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———-+ MP 33.6 ~ Se Se 2 eee ee ee OA _ [ N) J SR hg a ee SS | a === a > O SP ——— sp —_ Sp. ——__ oo ce a a a ©) SE SP —— sp ——_ sp —_/ gp —__ gp gp — gp ep ig eee a Pp ———_ SP = SP SP oe — ee eS i : : : cp cp p p——sp pP——— oe < TRACK 2— P——— sp —___ sp ——— P ———. SP ——— SP SP S = ee ee ee pet dS < == eee ee < a) 1770 CO n RACK +50 1774 +50 4774 +50 1775 +50 ww 1773 LJ Ls) +90 1772 +50 n eS a —— pe |} ——|— _ Y) —FRACK3—— _ a a Si O_O ir GREENTREE REALTY TC & C/ORENNETH GUNSHORESO ie gr en RS LE Ee RENE ONGHORT 88 — FRAER | N/F GREENTREE REALTY LLC & C/O°KENNETH-GUNSHOR-ESQ) a Cot ee [| 0 | LU ayo Ey BB RE Lu Z yp XR EXP EXP EX EXPE I ——<= ye ———— FX ep EXP EYP EXP EXP EXP ge = EP EXP RKP EXP eR EP Kp EX QO an s s aa an : SSS : i ee Se BEER O EXISTING CABLE TROUGH, DUCTS Be AND CABLES BY HLS 2 ee Se —~ 20' 10' 0 20' 40' EE I" = 20'-0" NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 2 CABLE PLANS FOR ADDITIONAL INFORMATION. z 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. O = = 100% DRAFT OY 2 ee eee FSR S/S WA EQUIPMENT INSTALLATIONS 39462 52 PROFESSIONAL LICENSE LAW FOR ANY DRAWN GANNETT FLEMING/CWA, a joint venture EQUIPMENT INSTALLATIONS SCALE: DATE: Se Lt | a ott rs orn JLB. TWO PENN PLAZA, SUITE 592 MP-32 TO MP-76 AS SHOWN 11/04/2022 Se DIRECTION OF A LICENSED S80 SEVENTH AVENUE 2 OOO <= i oe woo = aD STE LENS SHORE 2g a OO = votroNomn Rairoaa IVIL SITE PLAN: CIV - 112 PSs "ALTERED BY" FOLLOWED BY HISIMER APPROVED AT waded AEDES NOS SHEET OF —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 33.7 EXISTING CABLE TROUGH, DUCTS AND CABLES BY HLS N + SNe PS A A eB Lt Coe a i pp I i eo BSS OO Ss | | = = O Ee EE EE et bt tt et tt tt EE EEE EEE er rr OO S sp —— sp —— sp ——— sp ——— sp ——— sp ———— sp ———= sp ——— sp ———_ sp ———_ sp ———_ sp — sp sp ———— sp —$——_ sp >_—— sp —— sp —— sp ——— Sp ———_ Sp ——— Sp Pp ———_ Sp ———_ Sp ———_ sp» Sp: —_ sp —W_ sp ———__ sp —_—_ sp ——-. Sp <p» ———_ SP» SP. SP SP SP 2 = = RR OOOO LEO OOO OO OOO OOOO OOOO OOO OOOO OOOO OOOO OOO OOO PT TTT RAK 2 <L ~ aa O XO a 1776 +50 1777 +50 1778 +50 1779 +50 1780 +50 178150 7 Lid LJ Y) Y) | [FF PRACRS Wir GREENTREE REALTY LLC & C/OKENNETH GUNSHOR ESQ RAR SY "~~ N/F GREENTREE REALTY LLC & C/O:KENNETH GUNSHOR ESQ”) —/ RO eeeeeeeseSsessseseseseseeseeSsse _ _ + EXPE PE EX Pes EXP EXP Ex PR-—— EX P_-—_ EX PB. EK PB EX _ EX BR _ EK RR EX BB _ EX RR EX XR EK RR _ £X PR _ EX PB _ EXP EX Py EXP EK Rf XP KR ER EE Fy ey PE Rend E-GREENT REE REALT YELLE 8-C7 O:KE NNES PY CUNSHOR ESOS = EE + I _ x LN —— NI fal < = SE Spe yee ee eee < "i a E > rO EROS Ee > O a oo A oo re ee ee —_ oo _ eee a ee —_ oo 20' 10’ 0 20' 40' — I" = 20'-0" NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 2 CABLE PLANS FOR ADDITIONAL INFORMATION. 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. O = S 100% DRAFT OY 5 < = Cl | | | | ||] | [7 J[__/PSeraner Hi Sanneksieng/G@ WA HUDSON LINE C&S IMPROVEMENTS [ON TRACTNOWEER woaan ee EE striction cr tne a ay — > EQUIPMENT INSTALLATIONS — —— 5g a OO fa oe nyo Pein eign sore ssa Jt ventars ss ANY WAY, UNLESS ACTING UNDER THE J.L.B. ee EEN i EE 992 MP-32 TO MP-76 AS SHOWN 11/04/2022 oe DIRECTION OF A LICENSED 380 SEVENTH AVENUE 5 OO OO Sea Yo eo — aT SITE ELENS SSRN NOMSER = L[ [| | {| [| [/ [> [_|seecrs ness GE CIV - 113 g& ENGINEER/ARCHITECT SHALL AFFIX .E. _ . bes toric APPROVED Metro-North Railroad MILE POST 33.7 SHEET oF Bes STOMATURE NO DATEGE ATERATIN AEM, Rew YORE NY 34 610 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———">- MP 33.8 ——— el F EXe-— xr — a a =a eee ee > et A ee m Pt — et + . , ee es ee | a oe) 8 ee a ee ee ee ee ee ee a > $$ —$____. of SSSR SSS eh : a re eee ee <a ee —- ee eS eS a | ST SS SS eS SS | a a ap > O ee a a nr J C) SPe=—-sp —_ cp —____ sp ———. 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EXP = EXP EXP EXP EXP EXP>—— EXP \ | — ! = | ie a ae =X R RR \ =9n- 5 sot LA} a 7. a ee eS ne eee ee WS an <l eae FF ee oT ——_—_—- kK _ om ee <L 2 SSS ire ag a aoe o or Tn CLOSKENINETH GUN GHGR EG : R= Ae ee ee a LJ 2 Sj SS = ease ee SS | 2 EXISTING CABLE TROUGH, DUCTS a a Chee AND CABLES BY HLS pS eS ee Ee ee Oe Sot aye Seater NTREE REALTY LLC @ COKEMNETN GMO age PROPOSED TCML—338 INSTALLED ON STEEL PLATFORM * x 20' 10’ 0 20' 40) NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 9 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & k CABLE PLANS FOR ADDITIONAL INFORMATION. 5 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 4 00% D RAFT SE ° OY >< Sg OO Hi Sanneksieng/G@ WA HUDSON LINE C&S IMPROVEMENTS [<r NonaER vans oC a P26 acon a eee ee ne EQUIPMENT INSTALLATIONS — (= = eg es OG I Dre pe cc JLB. TWO PENN PLAZA, SUITE 952 MP-32 TO MP-76 AS SHOWN | —_ 11/04/2022 a DG GO QO I Foe CHECKED NEW YORK, NY 10121-0101 Pru: 059824 CIVIL SITE PLANS DRAWING NUMBER Ds AS APPLICABLE. THE ALTERING CIV _ 1 14 eg a es es es OO I oc G.E. Metro-North Railroad TCML-338 288 "ALTERED BY” FOLLOWED BY HIGHER APPROVED EON OE INalirod - SHEET OF —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 33.9 Se —__N/F MIDTOWN TRACKAGE VENTURES LL .) —_ — Taste aL ny _ N/F-HALF MOON GIS ROW LINE oe ND THROW Oo — BAY=HOME > Oe ASSOC-INC a => Pe ~ ONE MID 8-C/0:KATONAH oo — —— ante TTTORN TRACKAGE VENTURES LLc| MANAGEMENT GROUP METVIELAGE OF CROTON — Si UetAGe: OF CROTON / ot N/E-VILLAGE oF Coron — ~~ . ST > ae ee ee A ee ae eS Se oom sl SSS ran a = So 9 a ch ae pa Sess = === a So S <t ee eee ° a ——_ eo) Tp Ee se HW 33.91-HALF MOON xe ox —_ a" NOOO OOOO BAY OH BRIDGE a @ ® sp 4 % O 0 ——————— eee ee 3 8 s O —— ACCESS ROAD cp ——— SP ———— sp ——— SP ——— SF | 3— O @) SP_———— SP. —— sp ——— sp ———- sp —__ sp ———— SP ———— SP ——— b a ee —FRACK oc Zz 5 ne Zz —_— a ee se ee ee nn nnn inne — = FRAC 2 | = Y EXISTING CABLE TROUGH, DUCTS Y —Q O AND CABLES BY HLS —Q RACI +70 1788 +70 1789 +50 71790 +50 1792 +60 df " 3 $500 0 1792 n VY) Y | SRP $$$ an nS oe RA eae O- — —UC— = | -|=> —UC-— — -yc~— ~~ _ J Li FXP—— EXP EXP EXP yg EXP} EXP EXP EXP x gp yp e- — Ue — sp, =, 5 = UC UC— — —uCc— . LI Z — ee __-uc-- “yee — -ue= U EC ye a ——=$—=$— | EXP——— XRF XP a eS Py FX RFR FE XR _ EXP | _ EF KX PB _ EX _ EX PR _ EXP EXP EXP or EX Z _I ee yo-- _—yc- — ~UC~ (ES i == Gao oneon nueson Rea, Le _ a _—uC— 7 7 Lp an wn — f [= O. <l a pe < 4 / © Ly INSTALL 8’ CLF / tu > \ > © © Qe _ . / ROW AS DETERMINED BY KS ENGINEERS, INC. oo Xe N/F GREENTREE ReaCTy (oe == REMOVE EXISTING FENCE Q Ca C/O:KENNETH GUNSHORESG——. a. > —— _ S \ 7 > ~S \ “N/F GREENTBEE GE & / FENTREE REALTY LLC @ C/O:KENNETY GUNSHOR ESQ x PROPOSED EL-—339 CIS ROW LINE INSTALLED AT GRADE / -™ GRO-10) / \ / / 20' 10" 0 20' 40" ee I" = 20'-0" NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 2 CABLE PLANS FOR ADDITIONAL INFORMATION. i 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. O S 100% DRAFT 5 < a ne DO ON DG GO I I Cee id) Gannett Fleming JO WA HUDSON LINE C&S IMPROVEMENTS __ [°ONTRACT NuMBER 30460 cia .c. ee EE striction cr tne a ay — > EQUIPMENT INSTALLATIONS — —— ss ANY WAY, UNLESS ACTING UNDER THE J.L.B. 380. SEVENTH ENGE MP-32 TO MP-76 AS SHOWN 11/04/2022 2 OC — 3 ea 0 ta STS Ree 2g a a = olro-Nomn Rainoad SITE P CIV - 115 P88 "ALTERED BY" FOLLOWED BY HISIHER APPROVED AT MANSON AEE So OS ; SHEET OF —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———-+ MP 34.0 ee AINE VILLAGE of CROTON _ —_ — — _ N/F TT EMGE OF CROTON _— _ -— _— Le _ => =) _ _ _ —_— — Ne eee I OT —_- SP \ ——— SP sp SP—— spn, GIS ROW LINE ; 8 P sp [ ——— SP = cp — SP SP ——__ Sp ——__ sp —__ ee SP ——— sp— icp TT SP ——— sp SP ——— LO ee : SP ——— sp ——_ sp Nh am ee Dt + © 22 SP SPs — SP —~—~ SP @- SP >= SP ——— ~*~ SP a— SP — sq) > ® EXISTING CABLE TROUGH, DUCTS ES > O AND CABLES BY HLS ie Waa Oana er nn as Lax O P-A (+, ——_ LP I oO TE Oo Z ae ee ee ee Z = ee — x FRACK2—\ x ad aa =) CO > 1/93 +50 ER AGO 50 1798 ~~ Ll a, rOO 8794 50 1795 $50 1796 [|_| $50 1 a =— i" LJ LJ Y) Y) -FRAEK 3 tt tH RES | eee SIS SI II | LJ Py LJ Z| _ EXP EXP XA EX EXBS as EKB IE EXP SX EXP yp py ee Ts eo OT OAT Z | SROWN UEIDSO Rey ee EXPT EXP EXP EX pyp_ exp exp exp ee OR EXP EXP EXP ER) EXP ER) EXP EXP xX Fp exp EXP EXP 7 TY Lee <a ee OO —— ——_—— ° an so — — ~~ ——$——__—_— | | Nai A a . [E+ + t- 4 E+ — +} or a < = = << << _ | UTON ON HUDSON RES Y. O_O Fea - _ _ | ad . SO FS = So Oe LJ Rn sua gg EEE =: aR —— NIF GROTON ON HUDSON REALTY, L Li] > > O O GIS ROW LINE ROW AS DETERMINED BY KS ENGINEERS, INC. Zz 20' 10' 0 20' 40' EE I" = 20'-0" NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 2 CABLE PLANS FOR ADDITIONAL INFORMATION. 2 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. : 100% DRAFT ee Sg GG GO @ Sanreksienine/CWA HUDSON LINE C&S IMPROVEMENTS 39462 eet Ts ecusrionce ic ay = _ EQUIPMENT INSTALLATIONS , , SZ OE eSON TO ALTER Tie DOA WING IN DRAWN GANNETT FLEMING/CWA, a joint venture SCALE: DATE: oe a OO OO I Geran JLB. | Me Be pugs, sure 382 MP-32 TO MP-76 ASSHOWN| 11/04/2022 So DIRECTION OF A LICENSED 360 SEVENTH AVENUE oo a a GO EES ne YR HY 9121-010 re 05902 SIVIL SHE PLANS SRAWING NUVBER i OO OO Pee crtccc GE. : CIV - 116 ae toric APPROVED Metro-North Railroad MILE POST 34.0 SHEET oF —=—— TO GRAND CENTRAL STATION TO POUGHKEEPSIE———= eS — —— — NUF VILLAGEOF-CROTON ( EXISTING CABLE TROUGH, DUCTS AND CABLES BY HLS O 00 _ a a Se ee ee SP SP SE SP SP SP SP SP SP SP sp sp gp gh SPS, O T= ye v= —- er \ - yf [2 raw) [ im = Or = ae ko; —— im \/ te XP im eg YS OQ RA Aa Le! | TON — VP 2 TTT a a Ce a mee ee TRACK 1S — aa - ) a = = | Cf or a "e? |= s FRA CK A a I IT ee s O a on 4, Ne AO — 1799 +50 1800 +50 1801 +50 | 1803 +50 1803 +50 1804 +50. | Ls FRA eal eco eae —uUC— — | % ro yet anaes ee orcas see % | | Te —UC— JI I | re) ‘\ OO Lu . i 77 Lu See Ee ee te ee eee ee ee eee eee < Spo EXPE KP eet 7 - = Exp Exp ExP-_ —_ ExP-__ EXB EXP / Vt sj 2] ee es SST ee ee Pa ee = , OS se = aa Soe V= 25a uc~ — =ue~ —|Zue— — —ue— — -uc— —-ue~ — —ue= — ud aa bo) eee eee SS EL OS ee ne = 7 f Lid > N/F_GROTON ON-HUDSON REA > / ROTON ON HUDSON REALTY, a |— Th > O a a . SBF ee =|) ° a — — : ye ROW AS DETERMINED BY KS ENGINEERS, INC. a GALVANIZED g a See a a a ___ FILTER SOCK MODULAR RETAINING WALL es ee CP—35 LOC A — awe ROW AS DETERMINED BY KS ENGINEERS, INC. £ - (_- - y a PROPOSED \gRD-102/ La 4 CP—35 LOC A - 2 ~ a INSTALLED ON HW 34.17 a oN L RETAINING WALL CROTON BEACH \ ROAD UG BRIDGE 20' 10’ 0 20' 40' — el I" = 20'-0" CP—35 INTERLOCKING LIMITS (A) NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 3 CABLE PLANS FOR ADDITIONAL INFORMATION. rs 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. O rs) S 100% DRAFT ee es tT | PS CHAINER id Gannett Fleming JOWA HUDSON LINE C&S IMPROVEMENTS __ [CONTRACT NuMBER 30460 0 a a (02 cm OE | Samhain /¢ EQUIPMENT INSTALLATIONS | | s 38 |] a ee ee ee ee ee ANY WAY, UNLESS ACTING UNDER THE J.L.B. 80 CENT AVENUE. 992 MP-32 TO MP-/76 AS SHOWN 11/04/2022 OO — a ae aan ga a a a oe . CIV-117 ae toric APPROVED Metro-North Railroad CP-35 SHEET 1 OF 3 SHEET oF ee eee NEW YORK, N.Y. 10017 —~=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———-+ GIS ROW LINE ak ase ie ee 8 8 ae ip ect preremenes —# == > = TOTO Pole Number not available [ EXISTING STEEL PLATFORM BY HLS CP—35 CIL INSTALLED ON STEEL PLATFORM PROPOSED SHP—1 INSTALLED ON NEW STEEL PLATFORM SEE SGPW & STR DRAWINGS INSTALL BOLLARDS ~ eta | ELLIOT WAY {a SS a == | eka ~ oT = tee HES EE = ee EXISTING CABLE TROUGH, DUCTS (on laa i a) eee AND CABLES BY HLS a J —~<im fee i) lh | \ =i Pn. Nog to oe NS > awa Wy See EXISTING CP—35 CIL op = feat TROUGH (THIS PROJECT) HH ES REP <i.) = | ___— sp ———-. sp ———_ sp —— sp —__ gp © Ah v . poet re e,——_ | sp ——— SP SP SP ——— sp © ae U SP —— SP = = = 7 sp ——— sP ——— sP ——— SP ——— SP ——— SP;——— SP_ ——— Sp ——_—. = 5 | OO SA = 6 A eee Nee a A SS SS SS eS CS SC an (©) Z 8 Zz = | i ° 5 7 = Ss “TRACK 4 SS SSS eS eo SR a = | Se ee ee ee oo =e Scene oe Cee ee s Of, o— TT Pf} 4+} Suc 20 J ane tt} ——$_—_— L = O in +50 l 1805 +50 1906 0 4 B07 G= +50 ——— Te 1809 +50 7810 = in DD /\ 1a | | in |e ee a LJ Tv LJ Yoo | | =e ”? SWEEP CONDUIT UNDER EXISTING 8 me ” | RACK TC CABLE: - TROUGH—SEE SYS-TYP-01770,————CCOC‘C~;CFT Dt A 6 SP S a a | | Lu Vl Lu Z ooo Ee mE SI eS ee OS ee a ee ee ae Z =o 3s 7 q a rO ale =~ —— =|= —— - ~ —— - - —_|-- —,- Oo Te "Nuc “— -ue- - -uc— — -uc-|- -uc= = =} gUC— — —UC— — -UC— =~ a 98 8 OL SSS TN Ti (TT Ys, 1 SH - - —— -- —— - ree | s > > OC 8 © REMOVE EXISTING FENCE GIS ROW LINE CP—33 INTERLOCKING LIMITS CP—33 INTERLOCKING LIMITS INSTALL 8’ CLF \gRD-103/ (A) (B) CP—35 LOC B INSTALLED AT GRADE NOTES: 20' 10’ 0 20' 40' we 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS I" = 20'-0" ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & 3 CABLE PLANS FOR ADDITIONAL INFORMATION. ® 5. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. O oO - 100% DRAFT eg Sg A OC CC Hcenret ens /OWA HUDSON LINE C&S IMPROVEMENTS eet PP Fis votaron cr oe cr FLEMING /CWA, EQUIPMENT INSTALLATIONS _ 5% PROFESSIONAL LICENSE LAW FOR ANY DRAWN GANNETT FLEMING/CWA, a joint venture SCALE: DATE: eet [op arrears ec JLB.] Me PENN euaza, suite s82 MP-32 TO MP-76 ASSHOWN | 11/04/2022 ep tT fT eRe ance CHEGKED NEW YORK, My 10121-0101 Pru: 089824 DRAWING NUMBER Be AS APPLICABLE. THE ALTERING CIVIL SITE PLANS CIV 1 18 ee CD Picrctecarccr at ee GE. Metro-North Railroad CP-35 SHEET 2 OF 3 - 288 "ALTERED BY" FOLLOWED BY HISIHER APPROVED 317 MADISON AVENUE SHEET OF BSS NOMRTUREANG OMTE OF AERATION NEW YORK NY. 107 PTC RADIO CASE CP-35 AND SHP-1 ——— 7O GRAND CENTRAL STATION TO POUGHKEEPSIE ——— Nw, ki Woe HUDSON RIVER Yow MEAN HIGHER HIGH WATER LINE > ' a ae EXISTING STEEL —— eg PLATFORM BY HLS ~ - NN My 2 HAIN N/F VILLAGE OF CROTON __\V7— —s — | ——~ ” > N/F VILLAGE OF CROTON ASO = ~~ es ee eee 53 OS WLEAGE OF CROTON EXISTING CABLE TROUGH oO BY HLS 0O a — Ss _ _— SP = SP Se ee eee = l ere ene | meena ere aI = on =~ -o be 6— wi DS oe FRACK6——— 5 i a i | a a eet | Q A ee ee Sea en ee Z | ee ee Ee BB) = ee | oc? i 5 Q watt = RAE ee | | | ? ——| +t Fi Re Se ERAS rd ar er eee ee Bae a) ! +5 S | 5 | 816 rR A 0 1811 l wo oe —————— — ee FOO 1812 1450 as 25 | ro) 42 ee es ee _______-———_— PRA LJ To ——— a a = Se 0) 0 p14 580 Pe = > — L 4 ——_ ——— im —r— O)bpRack a | J Pe oO | bar TRACK —— en = eee ON y) ee tL es Wy RAZ eH —— PI FILTER SOCK | | ote a > = Cro es inl ace a t th 7 7 7 36% 7 c= — —UC— = =UC—— =uc 2 0 a — a —} uc! an exp EXP EXP-— EXP EXP ~uUC— = ~~ - : : : : 7 TO TT —_ -—- — —~ hoe Sex exe eee = — exp exp xp EXP EXP EXP EX a | — aah 1 — \ . a fo 4 = — a | ~ UC Soe Hora ——| Ml | Se a << = aS = = a = > : oo PN PROPOSED CP— 35 LOC C REMOVE EXISTING FENCING INSTALLED ON STEEL PLATFORM INSTALL 8’ CLF PROPOSED CP—35 SMC—N REMOVE EXISTING FENCE PLAT LORM ON STEEL / -~ US ROUTE 9 INSTALL 8’ CLF UPGRADE EXISTING RT 9 GRD- 104 GUIDE RAILING TO _ ADDRESS REDUCED CP—33 a LIMITS CLEARANCE TO PROPOSED CP—35 LOC PLATFORM. COORDINATE WORK WITH NYSDOT. 20' 10' 0 20' 40' ee I" = 20'-0" NOTES: 1. SANDY PROJECT AS—BUILT INFORMATION BY OTHERS. FIELD CONDITIONS ARE TO BE CONFIRMED. 2. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & g CABLE PLANS FOR ADDITIONAL INFORMATION. 3. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 100% DRAFT oO 5 z O Ey a sD GN QO GO MO (eco DESIGNED Gannett Fleming HUDSON LINE C&S IMPROVEMENTS __ [CONTRACT NuMBER es G.E Transit & Rail Systems CWA 39462 1. ee i a —__ canarens Ren Store / ho WN EQUIPMENT INSTALLATIONS = | — —_ es {| ff tf ERS on ALTER THIS DRAWING IN JLB. TWO PENN PLAZA, SUITE 552 MP-32 TO MP-76 AS SHOWN 41/04/2022 3 = DIRECTION OF A LICENSED 380 SEVENTH AVENUE Bs Pf fee PROFESSIONAL ENGINEER/ARCHITECT CHECKED NEW YORK, NY 10121-0101 PRJ: 059824 CIVIL SITE PLANS DRAWING NUMBER i, Ge : CIV - 119 beg HSIER SEAL AND THE NOTATION APPROVED Metro-North Railroad CP-35 SHEET 3 OF 3 SHEET oF BAS SNE AND Date OF ATER’ A.E.M. NEW YORK, N.Y. 10017 40 610 —<——— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———= MP 34.5 6) TOY eee “yO - > / N/F_VILLAGE OF CROTON —— MEAN HIGHER HIGH WATER LINE — — | EXISTING C&S CABLES | ROTON _ ; WM HH | g A Se NP VILLAGE-OF CROTON TMHHW | TRACK | / en eee | | tot N/PVILLAGE.OF CROTON-& C/O:CROTON YACHT CLUB —A~r — N/F_VILLAGE_OF\CROTON & C/O:CROTON YACHT CLUB / eee CS ——¢s vgs — Ses —— CS cS —— CS ee SS ee ae ~~ CS > CS SS 4 ¢5 — + cg 3 cs. ——— cs —#— cs ——— cS ——— CS —— CS. ——— CS —— CS 6S ee a 50 FRACK- 6 ee Oo oO aoe A kG err 4823 a ee ————— TRACK4Q—— er ERS i 4822 ae eS % 50 — are asd 1821 Sa re ee TRIB gt 08 a oe a $8 ge ee : in a TRACK I} + ++ + =F 4 eee pr eo tr og on \ Sse cigs = owe cag ESO 5 N—— +N — -—on= 9 | ] PS TS SSE rt hE Ht Et STIS EN 9 g KP——— EXP———~ EXP ExP_____ Fy | \ ee ee ~ ff So ——~ pe SS d . ee aes ee 5 0 Bae SB exp _e yn 9 > ik aT xP exe —§ EXP—_eyn exp en EXP——— EXP—— Exp gyp._11 Exp EXP =p 8 pa ee i) Sa. MP me Ry oe Se \ = uh P— exp__~ So ee RS ee EY Se Cy ee een Cl RATATAT nn oe “ST 8 —— cs ——! og —— cg SS 08 —— 8) © 8 OS C8 ng END OF 3RD RAIL TRACK 1 HW 34.50 OH CS FOOTBRIDGE SECURITY FENCE PROPOSED EL-—345 INSTALLED ON STEEL PLATFORM 20' 10’ 0 20' 40' — I" = 20'-0" NOTES: 1. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. 2. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 2 a % DRAFT de 100% Oc ofS = 58 a a OC Hi Sanrekslemine/GWA | HUDSONLINE C&S IMPROVEMENTS _ [SPAT HIER aes oF _E. ransi ail Systems ee station cr tno ay — SANNETT FLEMING/CWA, @ joint venture EQUIPMENT INSTALLATIONS — —— Eg A a OO nn We Pe tee ae 2 MP-32 TO MP-76 AS SHOWN | 11/04/2022 2 a a OC GW oy Mace | as PROFESSIONAL ENGINEER/ARCHITECT CHECKED ’ PRU: 059824 CIVIL SITE PLANS DRAWING NUMBER a LT fo Fc rcr rec Sit er GE. Metro-North Railroad = 1345 CIV - 120 ar SN APPROVED Metro-North Railroa HET oF —— TO GRAND CENTRAL STATION TO POUGHKEEPS|E ——— MP 35.0 Ue eee eee De EE PE et eee apc 6 eens LN eee ee een en ee ee es ees ee eee ee ee el | 55 +60 S +5000 18 ——— TRACK 2 I +50 81849 1845 +50 1846 ; +50 1847 +50 BAB ho oO tract 5 ee ee ee _ eS — ——— — ee ee ee eS —— CS EXxpP———— EXP gS ee EE CO | ) ee cS ——= G3. =e CS 5p a Ce eS EXxP——— EP EXP EXP an G cs ——— cs ——— cS ——— CS ——— CS —— OS SS CS cS es aa exp ee ee exp eR SR a Texp ep ex ee ee yp exe S exp —— Ge exp ES exp ppp exe LS er fe ee Sepp KR xR Exp ER XR XR KR EXP EXP ~~ wa a. | & a —_ | NN © _ a | Oy 4P — Se 7 a = cc 22 en = 2 s YP . io are _ -—}—_f + ++ +} er | te ot 152+96.66 () = i > _— C\ oe peels Yo =UCT = —UC — Soe UC— _ —_ UC— _! - 1 7 ae — erin XX 4 _ oo” ce 7 | “————_ GIS_ ROW LINE Tim | ~— dn mm | \> a Sy a JN Sa SS SE Ee RWW FER xx \ of —_ \ SRR OO a San BM Sa XK \ = _ — \ = EXISTING COMMS CASES \ a ~ PROPOSED ML-—350 INSTALLED \ _ > SECURITY FENCE ON STEEL PLATFORM oe ~ 20' 10' 0 20' 40' ee I" = 20'-0" NOTES: 1. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. 2. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 2 Se 100% DRAFT Ze O ow oS set. |. TCOUWdYS—™— NN NSC COCSrSSspesnivics a Gannett clening /OWA HUDSON LINE C&S IMPROVEMENTS __ [CONTRACT NUMBER 040 52} a . . 22 | fT J itis avtcnationce tie > EQUIPMENT INSTALLATIONS , , Sz OE RSON TO ALTER thie DRAWING IN DRAWN GANNETT FLEMING/CWA, a joint venture SCALE: DATE: Ee (OO OO GM reg JLB. TWO PENN PLAZA, SUE” 52 MP-32 TO MP-76 AS SHOWN 11/04/2029 ae Pf eee eee ARCHITECT SHEGKED NEW YORK, NY 10121-0101 PRU: 059824 CIVIL SITE PLANS SRAWING NUMBER 5 a a GE. Vetro-North Railroad ie CIV - 121 b 8g HISIHER SEAL AND THE NOTATION APPROVED NICU OW NON allroad - SHEET OF a8 SIGNATURE AND DATE OF ALTERATION A.E.M. NEW YORK, NY. 1017 42 610 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———-+ \ \ e) > HUDSON RIVER _ — Le MEAN HIGHER HIGH WATER LINE * GIS ROW LINE fe Ty -MHHW 7 W Z 7MHHW ee Mp, SRE : Ne ee \ _-—~ACCESS ROAD ne ee ee —— Sn sa a a RACE SS ee | ee oS ee = a. RACKS 50 1881 +50° 1882 +50 1883 +50 ___,_TRAEK4A— 4880 * pe 1884 +50 + | +50 _ = 1885 | bs —————— ee ee ee ee a RACK _ eS Se ———————— ec ed IES EXE bP exe pe Sp oo FRACK FRACK TL CSP EXP ES ————————————— cas CS i PS XP eS pa CG see OS = Qo 2 G — eS pe — 58 ——— cs GST Kos ae TO | 13 ExP——— Exp —— Exp a es ' 2 x , —— — C—O Le EEE fF ZOSN eh oo — po 7 N/F-STATE OF N-Y & DEPT OF PW \ fi] —__ L_ porcine evsoerroreh 7 ; SS SAS D 7 . 2 ae OS SS 7 7 = —NFSTATE ONY SES Pw —— EXISTING CABLE TROUGH GIS ROW LINE " oS PROPOSED ML-—356 EXISTING COMMS CASES INSTALLED ON STEEL PLATFORM ee ———_ SS EXISTING PTC RADIO CASE _—-— it CP—36 SOUTH SN = —_ _ oo SECURITY FENCE ee ee FILTER SOCK i, ee 20' 10' 0 20' 40' EE I" = 20'-0" NOTES: 1. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. 2. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 2 : 0 - 100% DRAFT ee a A GO OO CS ij Gannett ieming JO WA HUDSON LINE C&S IMPROVEMENTS __ [CONTRACT NOWBER woso2 2 a GC CO 0 —_ Ft caunt crunevotn ei EQUIPMENT INSTALLATIONS , , s 38 Ff a ee eee eee FT ANY WAY, UNLESS ACTING UNDER THE J.L.B. 80 CENT AVENUE. 92 MP-32 TO MP-76 AS SHOWN 11/04/2022 eo a GC GO EOE ne Ym TONE 07 rosa SVL SITE PLANS RATING NOWBER gO 0 GE : CIV - 122 big Se ENA N APPROVED Metro-North Railroad ML-356 SHEET OF BSS NOMRTUREANG OMTE OF AERATION NEW YORK NY. 107 AND PTC RADIO CASE CP-36 SOUTH —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— MP 36.3 | \ GIS ROW LINE PROPOSED CP—36 LOC A INSTALLED HUDSON RIVER & ON STEEL PLATFORM ~S MEAN HIGHER HIGH WATER LINE FILTER SOCK ™ Xa -a My ow % Sy Mu % SECURITY oe MH c hy, 3 n yN : , Z Ye Tay ° : 4% _—. : 00 : | Lo : ] | LL TO > Jt — UCT = UCT A) pn ae a Fa b —— ee er = et — 7 be — —Ue— — —ue— — —uc— — —uC= — —uc— — —uc = —-uc— — —uc— — —uc— — —uc— — —Uc— — —UCc— — —UCc— — —Uc— — —Uc— — — UC = suc O ryt SSS [ Z 4 i ee = DA A a SS f | re 8 a ee i er Ee reer fh nn — <L pA Z 5 | —FRACK4 my a CQ) —tpacu sn 19140 190 a oO. 1916 80 TT 80 9T8 80 919 tO in Po ” (= = LL CS ——__ CS ———— _ CS ——— _ CS EXP x’ | EXP——— EXxP———- EXP———- EXP EXP Exe — pxp—BBS— P— EXP——— EXP——— EXP———- EXP iia = or es Fae ae CS ee os oo : < cS ——— cs ———-€s CS cs cs cs ——— CS ——— CS ——— CS ——_ * ~~ €S ——— CS —— cs ——— cs —— cs —— es|——. cs ——— 8 —— cs = es —— cg pg 2 eg, — 5: 5 — 05 ee ee % O_ %y < IMHHIM ~~ IMHUNN TTT ee Oe ems « HACIA THIN Yr LJ SSS > EXISTING CABLE TROUGH O CP—36 INTERLOCKING LIMITS ~~ N/F RUBINFIEN, LEO ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ lca ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ =N, LEO ~~ ee N/F RUBINFIEN, LEO N/F RUBINFIEN, LEO GIS ROW LINE 20' 10’ 0 20' 40' — I" = 20'-0" NOTES: 1. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & CABLE PLANS FOR ADDITIONAL INFORMATION. 2. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 2 5 0 2 100% DRAFT ~sS Sg a GG GO @ Sanreksienine/CWA HUDSON LINE C&S IMPROVEMENTS 39462 ee {| | | J tiszvicustioncr tie = > EQUIPMENT INSTALLATIONS 3 3 S > OE eSON TO ALTER Tie DOA WING IN DRAWN GANNETT FLEMING/CWA, a joint venture SCALE: DATE: Ee ns GO OO ON I Ds rere ey to JLB. TWO PENN PLAZA, SUITE 552 MP-32 TO MP-76 AS SHOWN 11/04/2022 zee | | SEN RRaccrtcr CHECKED NeW YORK, NY 10121-0101 PRi: 059824 DRAWING NUMBER 8 536 SHEET 1 OF ClV - 123 en ENGINEER/ARCHITECT SHALL AFFIX _: 1 PEE steer eoLLonebar neuER APPROVED Metro-North Railroad CP-36 SHEET 1 OF 2 SHEET oF ges STNATURE AND DATE OF ALTERATION AEM. NEW YORE, NY. 1007 44 610 —=— TO GRAND CENTRAL STATION TO POUGHKEEPSIE ———— | °) PROPOSED CP—36 CIL INSTALLED MEAN HIGHER HIGH WATER LINE | NN ON STEEL PLATFORM | %y PROPOSED SIGNAL % POWER PULLBOX | FILTER SOCK PROPOSED an SECURITY FENCE n O = o 7 2 O 7 7 7 O . MAH a R MAHI ‘ N/F-COUNTY OF WESTCHESTER _ NL N) F t= X5X- SS cx X-X- x ; N iz ae ee P — in + COM | >——<qJ Tn | Ly NJ O 5 : : ° a uC : uC a 5 o-——-——n te 6 ee ° | — — WUuC— — —UC— — —UC— — —UcKr —=jO—- — —UC— — —-Ue AF © ~ TUc~ — -Uer SUG~ yo = -uc— = -ue- — —ue— — -uc— = - uc ~ -uc— ~ ~ yc ~ ~yep_ | Zz [ ° NEW CABLE TROUGH a OL Nyon = yer = yom = em = Wem 3 ue UG uc — SP] = s S } | a US eo ee ee a NS eS a crc x | | in 80 920 80 80 1922 850 ep 192819195, C LI ' ( 5 , PR a ooo —_§—— Franck — in | < “ EXP EXP. EXP EXP EXP ——. EXP EXP EXP EXP_ —— EXP EXP EXP- — EXP EXP EXP EXP Exp-—— EXP-—— EXP EX xe be = | _— cS —— CS Sg BR CS ES -¢3—— cs cS ——— cs ——— ¢5 —¢5, cg —_| 68 = — es ——— 5 —— cS ——. CS —— CS —4— CS CS CS CS Tj iS) — cS CS iN &, wa Ko —9N- — -—IN- — —A ——-ACCESS ROAD S —— cS ——— cs ——— cs ——— cs ———¢ cs —— ¢8 —— cs +4 ($+ = pd —_— cs —_ © aN < S ! Oo | be j {f(z =—=).2. eee | {px —Ss. : sn eee Se Y on —on- — ~on = P| EX IL MM f° a l : wwf ~uSe Pete | ! a “IMHHW SSE NT hy 5 —UC~— ~uc+ —-\jo Co —UC-f— —Ud— — = UC— — —UC+H 2, \ \ EXISTING COMMS CASES \, ~— EXISTING CABLE TROUGH EXISTING CP-36 CIL toa SS = =~} — — > ey STR \ PROPOSED ‘Y, MEAN HIGHER HIGH WATER LINE \ CENCE PROPOSED Ms \ SECURITY PROPOSED GENERATOR \ FENCE INSTALLED ON STEEL QD PLATFORM \ oe _ ao _ \ N/F RUBINFIEN, LEO T_T RUBINFIEN, LEO PROPOSED SHP—2 INSTALLED ON STEEL PLATFORM GIS ROW LINE N/F RUBINFIEN, LEO _ NEW TRANSFORMER ON CP—36 INTERLOCKING LIMITS EXITING UTILITY POLE NOTES: 2°10! 201 10 SS 1. REFER TO SYSTEMS SITE PLANS, CIVIL GRADING PLANS AND TRACK & r= 20-0 CABLE PLANS FOR ADDITIONAL INFORMATION. 2. REFER TO STRUCTURAL PLANS FOR PLATFORM AND FOUNDATION DETAILS. 2 : 0 a: 100% DRAFT + ee tT | PS CHAINER id) Gannett Fleming JO WA HUDSON LINE C&S IMPROVEMENTS __ [©ONTRACT NuMBER 30460 oo ee es ee ee __ See eee ae ve EQUIPMENT INSTALLATIONS = | — —_ gk a GO sip] Mesen eun Sotee MP-32 TO MP-76 AS SHOWN | t1/0412022 A OO Ds ao i Ye or = AW SITE LENS RRS HER 3 a a GF Ge : CIV - 124 Bhs toric APPROVED @ Metro-North Railroad CP-36 SHEET 2 OF 2 SHEET oF BRS eee eee NEW YORK N.Y. 10017 AND SHP-2