Planning Board Meeting & Work Session — 2026-09-01 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chair Town Supervisor Thomas A. Bianchi, Vice-Chair Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914.734.1080 Town Board Kevin Kobasa Fax #: 914.788.0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko HeatherL@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate Planning Board Work Session & Meeting Tuesday September 1, 2026 To join the meeting remotely, use this Zoom link: https://us02web.zoom.us/j/83868196989?pwd=Ltdff1xZCJcEEUchQhqIzLwvsnyb13.1 WORK SESSION .... .................................................................................................................. 6:00 pm Discuss items on tonight’s Planning Board Meeting Agenda. MEETING AGENDA .............................................................................................................. 6:30* pm 1. Pledge of Allegiance 2. Roll Call 3. Changes to the Meeting Agenda, by majority vote 4. Adoption of the minutes from previous month 5. Correspondence a. PB 1-16 Pomona Development LLC Subdivision (Boga) Letter dated August 19, 2026 from Jim Annicchiarico requesting a 6th, 6-month time extension of Preliminary Plat approval for the Pomona Development, LLC (Boga) subdivision located on the south side of Revolutionary Rd., south of Eton Lane. b. PB 2022-10 Cortlandt Manor Hotel (Bilal Ahmad) Letter dated August 10, 2026 from David Steinmetz and Brian Sinsabaugh of Zarin & Steinmetz LLP requesting the 3rd one-year time extension of Conditional Site Development Plan approval for Bilal Ahmad for a proposed hotel located at 2054 East Main Street. 6. Old Business a. PB 2026-11 Evergreen Townhomes (Parcel 2) Application of VS Construction Corp for Preliminary Plat approval, Steep Slope, Wetland and Tree Removal permits to permit the construction of 96 townhomes, including 10% affordable units, with associated site improvements on an approximately 17.6-acre portion of the Evergreen Manor project site. The subdivision proposes a 99-lot subdivision of the approximately 21-acre Parcel 2 of the Evergreen Manor Subdivision to Page 2 create 96 individual townhome lots, a common homeowners’ association (HOA) lot, a commercial lot (Parcel 3), and an open space/non-building lot containing the existing wetland adjacent to Crompond Road. The project is located within the Medical Oriented District on property located at 2003 Crompond Road. Drawings dated August 19, 2026. b. PB 2026-12 44 Regina Ave | Cortlandt Self-Storage & Contractor’s Yard Application of Cronin Engineering on behalf of Cortlandt Self-Storage LP / Mark Giordano for an Amended Site Development Plan to construct one additional 8,000SF storage building and an outdoor contractor’s yard. (see prior PB 11-96, PB 30-99, PB 3-06, PB 2021-17) 7. Adjournment Next Regular Meeting: Tuesday October 6, 2026 at 6:30* PM Agenda information is also available at https://www.townofcortlandtny.gov/ * Regular meeting will begin at the conclusion of the work session, which could be prior to 6:30 pm. Page 3 August 19, 2026 Steven Kessler, Chairman Town of Cortlandt Planning Board Town Hall One Heady Street Cortlandt Manor, New York 10567 Re: Time Extension Request for Preliminary Plat Approval - PB #1-16 Pomona Development, LLC Revolutionary Road Tax Map Designation: 23.15-1-43 Dear Chairman Kessler and Members of the Planning Board: The above referenced project received conditional Preliminary Subdivision Plat approval from the Planning Board via Resolution No. 9-23 on September 5, 2023, valid for a period of six (6) months. This approval was extended via Resolution No. 3-24 for an additional six (6) months on March 5, 2024, extended via Resolution No. 8-24 on September 11, 2024, extended via Resolution No. 7-25 on April 1, 2025, extended via Resolution No. 17-25 on September 4, 2025 and extended via Resolution No. 6-26 on March 3, 2026. We continue to work through the Realty Subdivision application process with the applicant, Town Staff and the Westchester County Department of Health for their review and approval. Therefore, the Applicant respectfully requests a 6th six (6) month time extension of the approval. We respectfully request this item be placed on the September 1, 2026 Planning Board agenda for consideration of approval of the time extension. Should you have any questions or require additional information please contact me at the above number. Thank you for your time and consideration in this matter. James C. Annicchiarico Project Engineer/Manager cc: Cafo Boga, Pomona Development, LLC, Property Owner/Applicant File: Boga-Revolutionary Rd-Cortlandt-3 Lot Subdivision-Letter-Time Extension-20260819 Page 4 Page 5 Page 6 Page 7 Page 8 Page 9 Page 10 Page 11 Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 August 21, 2026 Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, New York 10567 Re: PB 2026-11 VS Construction Corp. – Evergreen Manor Parcel 2 – Townhomes 2003 Crompond Road Dear Chairman Kessler and Members of the Planning Board: On behalf of VS Construction Corp, owner of the above-referenced Property, we hereby submit the enclosed updated drawing set and offer the following responses to comments received from Department of Planning & Community Development, dated July 14, 2026. 1. Comment: Subdivision: The applicant shall explain to the Planning Board how they intend to proceed with the proposed subdivision in relation to the previously approved but not yet filed subdivision application PB 2023-5. The Planning Board cannot grant final site plan approvals for the assisted living facility or the commercial building without completion of this subdivision. Related to the creation of separate lots for the 96 townhomes, the size of the parcel proposed for the 96 townhomes shall be added to the plan based on a metes-and-bounds survey of the lot, and all dimensions of each proposed front, side and rear lot line shall be shown on the subject drawing. Response: The Applicant is currently working to obtain Westchester County Department of Health approval of the conditionally approve subdivision that would create the parcel for the assisted living facility and the proposed right-of-way. The Applicant is also working to provide a subdivision plat that would further subdivide the balance of the site to create the parcel for the commercial building and the 96 townhomes. 2. Comment: Townhome Lots: The underlying parent parcel for the townhomes is labelled as Parcel 2 and includes 96 townhomes. The townhomes are not shown on individual lots and are numbered by unit but not by lot number. The boundary Page 25 Chairman Kessler and Members of the Planning Board August 21, 2026 Re: Evergreen Manor Parcel 2 Page 2 of each townhome lot appears to follow the footprint of each individual unit’s foundation and is not shown on a separate lot. Please confirm if each labelled townhome is intended to be on its own lot; if so, please clearly show the lot boundaries for each lot. Response: The subdivision map has been updated to show a separate lots for each townhome that extend beyond the proposed footprints. 3. Comment: Wetland and Wetland Buffer Impacts: a. The proposed project as designed would require disturbance to USACE and Town wetlands and wetland buffers for the townhomes, roads, driveways, and bioretention areas. The total amount of wetland and wetland buffer disturbance proposed should be quantified for the proposed project. Since the wetlands on site are under the jurisdiction of different agencies, the amount of disturbance to wetlands and buffers should also be quantified based on the entity with jurisdiction over each wetland. The required wetland mitigation will be determined based on the overall wetland disturbance and the mitigation requirements of the agency with jurisdiction (i.e., USACE and the Town). While wetland disturbance and wetland buffer disturbance were analyzed by the Town Board as part of their review of the overall MOD and specific PB 2026-11 Planning Review Memo findings were made in the EIS for the site, confirmation of wetland disturbance and mitigation measures must be finalized by the Planning Board as part of their review of this application. The applicant shall confirm for the Planning Board that the amount of wetland and wetland buffer disturbance is not greater that what was analyzed in the findings statement. Per §179 of the Town code a permit for disturbance to the wetlands and wetland buffers that are regulated by the Town is required to be issued by the Planning Board. Consideration should be given to reducing impacts to wetlands and wetland buffers where possible. Wetland mitigation areas for the proposed wetland disturbance, specifically associated with this phase of development, must be shown on the overall site plan. b. A portion of Buildings 20 and 21 would be located within flagged wetlands and portions of numerous buildings including 3, 5, 6, 11 to 16, 20 and 21 and/or their associated improvements including driveways, roads, bio retention basins and other proposed improvements would Page 26 Chairman Kessler and Members of the Planning Board August 21, 2026 Re: Evergreen Manor Parcel 2 Page 3 be located within the wetland buffer areas requiring wetlands permits from the Town and/or USACE. The applicant should consider modifying the design to limit encroachments in wetlands and wetland buffers. c. The initial USACE permit for the project dated October 19, 2022 included a wetland mitigation plan based on a delineation by Steve Coleman dated August 29, 2016. The original delineation was superseded by subsequent delineations performed by Steve Marino of Tim Miller Associates and LaBella Associates. The proposed disturbance to wetlands and wetland buffers will require permits and mitigation. Any wetland permit and wetland mitigation plan must reflect the most recent delineations performed at the site. Proposed wetland mitigation areas need to be shown on the site plans. The wetland disturbance and proposed mitigation should be reviewed by the Town’s wetland consultant. d. The majority of the proposed bio retention basins (water quality mitigation measures) are located within wetland buffers. Wetland buffer areas should not be disturbed to provide mitigation for water quality and wetland impacts. Leaving natural wetland buffers intact would result in superior water quality and wetland disturbance mitigation functions than engineered bio retention basins located in the wetland buffer. e. The plans show a walking path around the wetland located at the rear of the site. The path would be installed within portions of the wetland and buffer. Planning staff recommends this path be removed and that no lighting or non-essential disturbance occur within these environmentally sensitive lands. Response: The ACOE regulated wetlands do not include regulated buffer areas. Additional discussion regarding the wetland and wetland buffer disturbances is being evaluated by the Applicant’s wetland consultant and will be submitted under separate cover. The pathway around the wetland will be an approximately 5-foot-wide mulched pathway. It can be routed to the edge of the wetland and buffer to limit any disturbances. Lighting along the pathway has been removed. 4. Comment: Non-Disturbance Area Encroachments: Buildings 7 and 9 show retaining walls that sit on the 100-foot non-disturbance line with the adjacent residential Page 27 Chairman Kessler and Members of the Planning Board August 21, 2026 Re: Evergreen Manor Parcel 2 Page 4 parcels and Buildings 17 and 18 show retaining walls that sit on the 30-foot non-disturbance line with the adjacent residential parcels. It appears construction (clearing and grading) for the retaining wall behind the buildings would result in encroachments into the 100-foot and 30-foot non-disturbance areas. Response: The Town Board recently adopted a zoning text amendment that would allow temporary encroachment into a non-disturbance area of up to 20% of the depth during construction so long as the disturbed area is restored to a condition acceptable to the Planning Board. 5. Comment: Landscaping: The Conceptual Landscape Plan (sheet SP-4.1 and SP-4.2) shows plant categories, notes the total number of plants proposed in each category, and lists specific plants that may be selected for that category. However, a precise list and corresponding key to the landscape plan is not shown. A standard planting schedule is required and shall include the name, quantity, and size at planting of each plant material selected, along with a plant-specific key to the landscape plan. The applicant shall note the Town’s preference for native/indigenous plant materials wherever possible. Wetland mitigation plans required by the USACE and the Town need to be reviewed in context with the proposed landscape plan for the site. The Landscape Plan includes plantings within areas that are proposed to be restored. If plantings are proposed within mitigation areas the plantings must be reviewed and approved by USACE and the Town as part of the wetland permits issued for the site. Response: The overall site planting plan is in further development and will be coordinated with the updated Wetland Creation and Expansion Plan that is currently in progress (see Sheet SP-11.0). Typical planting plans for townhome entry areas/foundation areas have been added to Sheet SP-4.3. 6. Comment: Open Space: It appears the applicant is proposing to create an open space parcel along Crompond Road as part of this project. Additional details need to be provided to explain ownership, maintenance and overall management of this parcel. Response: The open space parcel is proposed to encompass the area of the wetland along Crompond Road. The ownership, maintenance and management would be shared by a common master “homeowners” association comprised of the three development parcels (assisted living, townhomes, and commercial). Page 28 Chairman Kessler and Members of the Planning Board August 21, 2026 Re: Evergreen Manor Parcel 2 Page 5 7. Comment: Site Circulation: The applicant provided an emergency service vehicle maneuvering plan (SP 13.0) as part of the site plan submission. The northern terminus of Road E and the termini of roads A and B do not contain a turnaround or hammerhead for vehicles. The plan should be reviewed by the Town’s traffic consultant to confirm that there is enough space for emergency vehicles, garbage and delivery trucks to maneuver around the site. Please note that private roads will not be plowed or otherwise maintained by the Town. Response: Comments noted. 8. Comment: Lighting: All proposed outdoor lighting shall comply with the Town’s Outdoor Lighting Standards (§307-12.3). Please indicate if wall-mounted or other outdoor fixtures are proposed. If so, include in the photometrics and provide details. Please revise the lighting fixture table to show the number of fixtures by type and key the fixture type to the map (instead of listing each individual fixture). In addition, please fix the pathway light fixture schedule to clearly reflect the number of light fixtures proposed (see also comment number 17 which may change the response to this comment). Each unit will include one exterior LED wall sconce at the front door. A cut sheet for the fixture is included on SP-5.3, Parcel 2 - Site Lighting Details. Per the manufacturers specification the fixture is DarkSky friendly and is designed to emit no light above the horizontal 90◦ plane. The updated photometrics reflect the inclusion of 1 wall sconce at the entrance of each townhome. The lighting fixture schedule has been revised to show the total number of lights for each fixture type. As noted earlier, all pathway lights have been removed from the proposed plan. On SP-5.3, details #3 and #8 show pole and fixture types that don’t match details #1 and #2. If the poles and fixtures shown in the details are not representative of the proposed poles and fixtures (i.e., meant for construction details only), please indicate in the detail description. Response: The pole and fixture construction details and the pole and fixture cut sheets have been updated to reflect the same information. A cut sheet for a building mounted light to be located at each townhome doorway has been added to this sheet. 9. Comment: Tree Inventory: A tree removal plan was provided with the site plan and shall be reviewed by a Town-approved arborist. The Planning Board will make a Page 29 Chairman Kessler and Members of the Planning Board August 21, 2026 Re: Evergreen Manor Parcel 2 Page 6 determination on the granting of the tree removal permit as per Section 283-7 of the Town Code. Response: A summary and table of the trees to be removed and preserved within Parcel 2 based on the tree inventory is included in this submission. 10. Comment: Refuse Container: No refuse containers are shown on the site plan. The applicant should indicate if refuse containers will be provided or if garbage will be collected for each individual unit. Per §154 of the Town code, if refuse containers are proposed the dumpster area shall include a properly designed enclosure and details of the enclosure shall be provided by the applicant. Applicant should add note to the site plan that the Town will not provide garage pickup at the site and garbage pickup at the townhomes will be by private carting only. Response: The refuse will be collected from each individual unit. Refuse containers will be stored within the unit garages and brought to the end of the driveway for pickup by unit owners. The garbage pickup will be by private carting company. 11. Comment: Walls/Fencing: Renderings and details of any walls and fences shown on the plan shall be included with the site plan set. Response: Fencing indicated on the site plan at the top of walls will be four-foot-high black vinyl chain link for fall protection. Fencing around the stormwater basins will be four-foot-high post and rail fence. The fence details have been added to SP-6.1, Parcel 2 – Site and Utility Details. 12. Comment: Signage: Dimensioned graphics and all associated details shall be provided for all exterior signs associated with the townhomes, including wall-mounted signs. Response: The Applicant will provide additional details about the wayfinding signage associated with the townhomes. 13. Comment: Fire District: This parcel is located within the Lake Mohegan Fire District and this should be noted on the site plan. Response: The demographic information, including Lake Mohegan Fire District, has been added to the site plan Cover Sheet. 14. Comment: Road Purpose: The purpose of the road between the two bioretention areas in front of Building 1 and Building 3 should be labelled on the plan. Page 30 Chairman Kessler and Members of the Planning Board August 21, 2026 Re: Evergreen Manor Parcel 2 Page 7 Response: The road is for emergency access only. A label has been added to SP-1.2, Site Layout Plan. We look forward to continuing the review of this application with the Planning Board. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: VS Construction, Zarin & Steinmetz, Lennar https://divneytungschwalbe.sharepoint.com/sites/DTSP/Shared Documents/General/DTS J/812 Evergreen Manor - Cortlandt/812 Site Plan and Subdivision Approval/Parcel 2 Townhouses/Resp to Comments/26-07-15 Comment Response.docx Page 31 August 19, 2026 TREE PROTECTION AND REMOVAL EVERGREEN MANOR – PARCEL 2 2003 CROMPOND ROAD Section 283-3C(3)(d) of the Tree Ordinance requires that for every 1,000 square feet of lot area disturbed, 1 tree of a minimum 3-inch caliper shall be planted. For the proposed 506,450 square feet (11.5 acres) of disturbance 507 trees would be required to be planted. Additionally, trees removed on slopes of 25% or greater require a replacement of two trees for each tree which is to be removed. There are 21 trees proposed to be removed located on slopes of 25% or greater, which would require the planting of 42 trees. In total, 807 new trees would be required. No trees from Appendix A, List of Protected Trees (§281 Attachment 1) were identified on the Project Site. In accordance with Chapter 283, Trees, of the Town of Cortlandt Code an inventory of existing trees "having a diameter of greater than four inches measured 4 1/2 feet above ground level" was conducted by SavATree. There are 1,386 trees within the Evergreen Manor Parcel 2 site.1 Within Parcel 2, there are a total of 11 dead trees and 123 in poor condition. Excluding dead/poor condition trees, there are 375 trees that are invasive species. Within the proposed limit of disturbance, 815 trees would be removed, including 98 dead or poor condition trees. Additionally, excluding dead/poor trees, 259 invasive trees would be removed. Of the total number of trees to be removed, SavATree recommended removing 84 of them. 1 Based on an assessment of trees was conducted by SavATree in Spring 2026. Page 1 Page 32 TREES TO BE REMOVED Page 33 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 1 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1001 Norway maple Acer platanoides 6 Good None Yes No P2  Building  1002 Sweetgum Liquidambar styraciflua 33 Fair Deadwood. No No P2  Building  1003 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Building  1004 Sweetgum Liquidambar styraciflua 51 Fair Large deadwood No No P2  Building  1005 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1006 Sweetgum Liquidambar styraciflua 5 Fair None No No P2  Building  1007 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Grading  1008 Sassafras Sassafras albidum 7 Fair Overtopped No No P2  Grading  1009 Japanese maple Acer palmatum 9 Fair Overtopped No No P2  Internal Roadway  1010 Japanese maple Acer palmatum 13 Poor One dead lead. Dieback No Yes P2  Internal Roadway  1011 Japanese maple Acer palmatum 23 Fair Decay in trunk No No P2  Internal Roadway  1012 Sugar maple Acer saccharum 18 Good Deadwood No No P2  Internal Roadway  1013 Japanese maple Acer palmatum 14 Fair Deadwood No No P2  Building  1014 Norway maple Acer platanoides 14 Good None Yes No P2  Building  1015 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Grading  1016 White pine Pinus strobus 48 Poor Significant decay in trunk. Little canopy remains No Yes P2  Grading  1017 Black cherry Prunus serotina 5 Fair Overtopped No No P2  Grading  1039 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  Grading  1040 Sugar maple Acer saccharum 9 Good None No No P2  Grading  1041 Japanese angelica tree Aralia elata 4 Fair None Yes No P2  Grading  1042 Japanese angelica tree Aralia elata 5 Fair None Yes No P2  Grading  1043 Black cherry Prunus serotina 14 Fair None No No P2  Building  1044 Sugar maple Acer saccharum 11 Fair None No No P2  Grading  1045 Norway maple Acer platanoides 7 Fair Codominant at 6 feet Yes No P2  Grading  1046 Norway maple Acer platanoides 14 Good None Yes No P2  Building  1047 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  1048 Japanese maple Acer palmatum 8 Fair Overtopped. Deadwood No No P2  Building  1049 Japanese angelica tree Aralia elata 9 Fair Overtopped Yes No P2  Building  1050 Japanese maple Acer palmatum 19 Poor Dieback. Large deadwood No Yes P2  Building  1051 Japanese angelica tree Aralia elata 4 Fair Overtopped Yes No P2  Building  1052 Japanese angelica tree Aralia elata 5 Fair Overtopped Yes No P2  Building  1053 Japanese angelica tree Aralia elata 4 Fair Overtopped Yes No P2  Building  1054 Japanese angelica tree Aralia elata 4 Fair Overtopped Yes No P2  Building  1055 Japanese angelica tree Aralia elata 5 Fair Vines Yes No P2  Building  1056 Japanese maple Acer palmatum 4 Fair Overtopped. Vines No No P2  Building  1057 Japanese angelica tree Aralia elata 4 Fair Vines Yes No P2  Building  1058 Sugar maple Acer saccharum 6 Fair None No No P2  Grading  1059 Sugar maple Acer saccharum 6 Fair None No No P2  Building  1060 Sugar maple Acer saccharum 5 Fair None No No P2  Building  1061 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Grading  1067 Sugar maple Acer saccharum 11 Good Small deadwood No No P2  Grading  1068 Sugar maple Acer saccharum 11 Good Small deadwood No No P2  Grading  1069 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Grading  1075 Norway spruce Picea abies 25 Fair Deadwood No No P2  Grading  1076 Norway maple Acer platanoides 4 Fair Small deadwood Yes No P2  Grading  1077 Sugar maple Acer saccharum 7 Fair Deadwood No No P2  Grading  1078 Norway maple Acer platanoides 14 Fair Slight lean Yes No P2  Building  1079 Sugar maple Acer saccharum 23 Good Deadwood No No P2  Building  Page 34 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 2 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1080 Ailanthus Ailanthus altissima 21 Poor Broken top. Decay Yes Yes P2  Building  1081 Ailanthus Ailanthus altissima 14 Poor Broken top. Decay Yes Yes P2  Building  1082 Ailanthus Ailanthus altissima 7 Poor Broken top. Dieback Yes Yes P2  Internal Roadway  1083 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Internal Roadway  1084 Ailanthus Ailanthus altissima 9 Poor Broken top. Dieback Yes Yes P2  Internal Roadway  1085 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  Internal Roadway  1086 Japanese maple Acer palmatum 5 Good Overtopped No No P2  Internal Roadway  1087 American elm Ulmus americana 5 Fair Overtopped No No P2  Building  1088 American elm Ulmus americana 15 Fair Unbalanced canopy No No P2  Building  1089 Sugar maple Acer saccharum 9 Fair Overtopped. Vines No No P2  Building  1090 White pine Pinus strobus 41 Fair Deadwood No No P2  Building  1092 White pine Pinus strobus 10 Poor Decay in trunk. Little canopy remains No Yes P2  Building  1093 Red oak Quercus rubra 13 Fair Deadwood No No P2  Internal Roadway  1094 Sugar maple Acer saccharum 4 Fair Overtopped. No No P2  Internal Roadway  1095 Sugar maple Acer saccharum 8 Poor Overtopped. Broken top No Yes P2  Building  1097 Sugar maple Acer saccharum 5 Fair Overtopped. No No P2  Internal Roadway  1098 Black cherry Prunus serotina 5 Fair Overtopped. No No P2  Internal Roadway  1099 Japanese maple Acer palmatum 4 Fair Overtopped. No No P2  Internal Roadway  1100 Sugar maple Acer saccharum 4 Fair Overtopped. No No P2  Internal Roadway  1101 Sugar maple Acer saccharum 9 Fair Overtopped. No No P2  Internal Roadway  1102 Sugar maple Acer saccharum 16 Fair Self correcting lean No No P2  Building  1103 Sugar maple Acer saccharum 5 Fair Self correcting lean No No P2  Building  1104 White pine Pinus strobus 37 Fair Deadwood. Codominant at 9 feet No No P2  Building  1105 Norway maple Acer platanoides 22 Fair Codominant at 7 feet. Large canker in one lead Yes No P2  Building  1106 Sugar maple Acer saccharum 7 Good None No No P2  Building  1107 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  1108 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1109 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  1110 American elm Ulmus americana 4 Fair Overtopped No No P2  Building  1111 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  1112 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1113 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  1114 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  1115 Sugar maple Acer saccharum 9 Fair Small deadwood No No P2  Building  1116 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1117 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1118 American elm Ulmus americana 5 Poor Dieback No No P2  Building  1119 Norway maple Acer platanoides 14 Good None Yes No P2  Building  1120 American elm Ulmus americana 10 Fair Dieback No No P2  Building  1126 Sugar maple Acer saccharum 9 Fair Vines No No P2  Grading  1127 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  Grading  1128 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  Grading  1129 Japanese maple Acer palmatum 5 Good Overtopped No No P2  Grading  1130 Japanese maple Acer palmatum 6 Fair Deadwood No No P2  Building  1131 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  Building  1132 Japanese maple Acer palmatum 6 Fair Overtopped No No P2  Building  1133 Japanese maple Acer palmatum 6 Fair Overtopped No No P2  Building  1134 Pignut hickory Carya glabra 10 Good Small deadwood No No P2  Building  Page 35 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 3 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1135 Japanese maple Acer palmatum 5 Fair Deadwood No No P2  Building  1136 Black cherry Prunus serotina 9 Fair Vines. Deadwood No No P2  Building  1137 Norway maple Acer platanoides 14 Good None Yes No P2  Grading  1165 American elm Ulmus americana 11 Fair Very unbalanced canopy No No P2  Grading  1166 Norway maple Acer platanoides 24 Fair Deadwood Yes No P2  Grading  1167 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No P2  Building  1168 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No P2  Building  1169 American elm Ulmus americana 4 Fair Vines. Overtopped No No P2  Grading  1170 Norway maple Acer platanoides 17 Good Small deadwood Yes No P2  Grading  1172 American elm Ulmus americana 4 Fair Vines. Overtopped No No P2  Grading  1182 Norway maple Acer platanoides 13 Fair Vines Yes No P2  Grading  1183 Norway maple Acer platanoides 6 Fair Vines. Overtopped Yes No P2  Grading  1184 Sugar maple Acer saccharum 6 Fair Vines No No P2  Grading  1185 Sugar maple Acer saccharum 5 Poor Covered in vines No Yes P2  Grading  1186 Sugar maple Acer saccharum 7 Fair Deadwood No No P2  Grading  1187 Norway maple Acer platanoides 14 Fair Vines. Yes No P2  Grading  1188 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Grading  1189 Norway maple Acer platanoides 10 Fair Self correcting lean Yes No P2  Grading  1190 Black cherry Prunus serotina 4 Fair Overtopped No No P2  Grading  1191 Norway maple Acer platanoides 13 Good Vines Yes No P2  Grading  1195 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Grading  1196 Red oak Quercus rubra 35 Fair Large deadwood No No P2  Grading  1197 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Grading  1198 Red maple Acer rubrum 50 Fair Tri lead at 6 feet. Large deadwood No No P2  Building  1199 Sugar maple Acer saccharum 15 Good Deadwood No No P2  Building  1200 Sugar maple Acer saccharum 16 Fair Deadwood No No P2  Building  1201 Eastern red cedar Juniperus virginiana 13 Poor Vines cover canopy. Little foliage remains No Yes P2  Building  1202 Norway maple Acer platanoides 21 Fair Self correcting lean. Deadwood Yes No P2  Building  1203 Sugar maple Acer saccharum 17 Fair Deadwood No No P2  Internal Roadway  1204 Red oak Quercus rubra 7 Poor Covered in vines No Yes P2  Internal Roadway  1205 Ailanthus Ailanthus altissima 17 Poor Vines. Codominant at 5 feet with crack in union. Yes Yes P2  Building  1206 Ailanthus Ailanthus altissima 10 Fair Vines. Yes No P2  Building  1207 Ailanthus Ailanthus altissima 10 Poor Vines cover canopy. Significant trunk bend Yes Yes P2  Building  1208 Sassafras Sassafras albidum 4 Fair Vines No No P2  Building  1209 Black cherry Prunus serotina 8 Poor Covered in vines No Yes P2  Internal Roadway  1210 Ailanthus Ailanthus altissima 16 Fair Vines. Deadwood Yes No P2  Internal Roadway  1211 Ailanthus Ailanthus altissima 7 Poor Vines throughout canopy. Significant lean and bend Yes Yes P2  Internal Roadway  1212 Ailanthus Ailanthus altissima 16 Fair Deadwood. Vines Yes No P2  Internal Roadway  1213 Norway maple Acer platanoides 18 Poor Basal decay. Trunk cavity. Broken top Yes Yes P2  Internal Roadway  1214 Ailanthus Ailanthus altissima 11 Fair Deadwood Yes No P2  Grading  1215 Ailanthus Ailanthus altissima 36 Fair Vines. Tri lead at base Yes No P2  Grading  1216 Ailanthus Ailanthus altissima 12 Fair Vines. Deadwood Yes No P2  Grading  1217 Ailanthus Ailanthus altissima 7 Fair Vines. Leans Yes No P2  Grading  1218 Ailanthus Ailanthus altissima 10 Fair Vines. Yes No P2  Grading  1219 Ailanthus Ailanthus altissima 11 Fair Vines. Yes No P2  Grading  1220 Bitternut hickory Carya cordiformis 12 Fair Vines. Minor basal decay No No P2  Internal Roadway  1221 Bitternut hickory Carya cordiformis 13 Poor Vines cover canopy. Broken top No Yes P2  Internal Roadway  1222 Ailanthus Ailanthus altissima 4 Fair Vines Yes No P2  Grading  Page 36 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 4 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1223 Black cherry Prunus serotina 13 Fair Vines. Deadwood No No P2  Grading  1224 Ailanthus Ailanthus altissima 59 Fair Multi lead clump. Vines. Deadwood Yes No P2  Building  1225 Ailanthus Ailanthus altissima 57 Fair Multi lead clump. Vines. Deadwood Yes No P2  Building  1226 Norway maple Acer platanoides 7 Fair Vertical wound with missing bark Yes No P2  Building  1227 Ailanthus Ailanthus altissima 16 Poor Vines. Dead top Yes Yes P2  Internal Roadway  1228 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Internal Roadway  1229 Ailanthus Ailanthus altissima 20 Fair Deadwood Yes No P2  Grading  1230 Ailanthus Ailanthus altissima 7 Poor Covered in vines Yes Yes P2  Grading  1231 Sugar maple Acer saccharum 14 Fair Codominant at 3 feet. No No P2  Grading  1232 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No P2  Grading  1233 Ailanthus Ailanthus altissima 7 Fair Overtopped Yes No P2  Grading  1234 Black cherry Prunus serotina 10 Fair Deadwood No No P2  Building  1235 Norway maple Acer platanoides 9 Fair Deadwood Yes No P2  Building  1236 Sugar maple Acer saccharum 11 Fair Overtopped No No P2  Building  1237 Black cherry Prunus serotina 15 Fair Leans No No P2  Building  1238 Pignut hickory Carya glabra 21 Good None No No P2  Building  1239 Black cherry Prunus serotina 10 Fair Leans No No P2  Building  1240 Norway maple Acer platanoides 8 Fair Small deadwood Yes No P2  Building  1241 Norway maple Acer platanoides 9 Fair Small deadwood Yes No P2  Building  1242 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1243 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Building  1244 Norway maple Acer platanoides 7 Fair Deadwood Yes No P2  Building  1245 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  1246 Sugar maple Acer saccharum 18 Good Deadwood No No P2  Building  1247 Ailanthus Ailanthus altissima 7 Poor Leans. Dieback Yes Yes P2  Grading  1248 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Internal Roadway  1250 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Internal Roadway  1251 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Internal Roadway  1252 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Internal Roadway  1253 Norway maple Acer platanoides 14 Fair Deadwood Yes No P2  Internal Roadway  1254 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Internal Roadway  1255 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Internal Roadway  1256 Norway maple Acer platanoides 12 Fair Overtopped Yes No P2  Grading  1257 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1258 Norway maple Acer platanoides 4 Poor Overtopped. Bends Yes Yes P2  Grading  1259 Norway maple Acer platanoides 16 Good None Yes No P2  Building  1260 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Building  1261 Norway maple Acer platanoides 11 Good None Yes No P2  Building  1262 Black cherry Prunus serotina 14 Fair Deadwood No No P2  Building  1263 Norway maple Acer platanoides 7 Good None Yes No P2  Building  1264 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  1265 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Grading  1266 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Grading  1273 Norway maple Acer platanoides 10 Fair Deadwood Yes No P2  Grading  1274 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  Grading  1275 American elm Ulmus americana 9 Fair None No No P2  Building  1276 Norway maple Acer platanoides 9 Fair Calloused wound in trunk Yes No P2  Building  1277 Sugar maple Acer saccharum 10 Good None No No P2  Building  Page 37 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 5 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1278 Norway maple Acer platanoides 14 Good None Yes No P2  Building  1279 Norway maple Acer platanoides 12 Good None Yes No P2  Building  1280 Norway maple Acer platanoides 8 Fair None Yes No P2  Building  1281 Norway maple Acer platanoides 9 Fair None Yes No P2  Building  1282 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Internal Roadway  1283 Norway maple Acer platanoides 9 Fair None Yes No P2  Internal Roadway  1284 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Internal Roadway  1285 Norway maple Acer platanoides 14 Good None Yes No P2  Internal Roadway  1286 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Internal Roadway  1287 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1288 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1289 Norway maple Acer platanoides 13 Fair Small deadwood Yes No P2  Building  1290 Norway maple Acer platanoides 6 Fair Small deadwood Yes No P2  Building  1291 Sugar maple Acer saccharum 7 Good None No No P2  Building  1292 Norway maple Acer platanoides 16 Good Small deadwood Yes No P2  Building  1293 Sugar maple Acer saccharum 6 Fair Unbalanced canopy No No P2  Building  1294 American elm Ulmus americana 6 Fair Unbalanced canopy. Overtopped No No P2  Building  1295 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1296 Sugar maple Acer saccharum 11 Fair Unbalanced canopy No No P2  Building  1297 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1298 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1299 Norway maple Acer platanoides 8 Poor Broken top Yes Yes P2  Building  1300 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1301 Norway maple Acer platanoides 9 Good None Yes No P2  Building  1302 Sugar maple Acer saccharum 8 Fair Small deadwood No No P2  Building  1303 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1304 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Grading  1305 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1306 Norway maple Acer platanoides 13 Fair Deadwood Yes No P2  Internal Roadway  1307 Norway maple Acer platanoides 12 Fair None Yes No P2  Internal Roadway  1308 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  1309 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1310 Norway maple Acer platanoides 7 Fair None Yes No P2  Building  1311 Norway maple Acer platanoides 10 Good None Yes No P2  Building  1312 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1313 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1314 Norway maple Acer platanoides 8 Good None Yes No P2  Building  1315 Norway maple Acer platanoides 6 Good None Yes No P2  Grading  1316 Sugar maple Acer saccharum 12 Good Overtopped No No P2  Grading  1319 Sugar maple Acer saccharum 11 Good None No No P2  Grading  1320 Sugar maple Acer saccharum 5 Fair None No No P2  Grading  1321 Sugar maple Acer saccharum 6 Fair None No No P2  Grading  1322 Sugar maple Acer saccharum 4 Good None No No P2  Building  1323 Sugar maple Acer saccharum 14 Good None No No P2  Building  1324 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  1325 Norway maple Acer platanoides 10 Fair Overtopped Yes No P2  Building  1326 Norway maple Acer platanoides 9 Fair None Yes No P2  Building  1327 Norway maple Acer platanoides 13 Good None Yes No P2  Building  Page 38 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 6 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1328 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  1329 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  Internal Roadway  1330 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Internal Roadway  1331 Norway maple Acer platanoides 16 Good None Yes No P2  Internal Roadway  1332 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Grading  1333 Norway maple Acer platanoides 18 Good Small deadwood Yes No P2  Building  1334 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1335 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1336 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Grading  1337 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Grading  1338 Norway maple Acer platanoides 13 Good Small deadwood Yes No P2  Grading  1339 Norway maple Acer platanoides 7 Fair Small deadwood Yes No P2  Building  1340 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1341 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Building  1342 Sugar maple Acer saccharum 11 Fair Unbalanced canopy No No P2  Building  1343 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Grading  1344 Pignut hickory Carya glabra 8 Fair Overtopped. No No P2  Grading  1345 American elm Ulmus americana 7 Fair Overtopped. Leans No No P2  Grading  1346 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Grading  1347 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1348 Black oak Quercus velutina 31 Poor Basal decay No Yes P2  Building  1349 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  1350 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  1351 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1352 Norway maple Acer platanoides 15 Good Small deadwood Yes No P2  Building  1354 Norway maple Acer platanoides 24 Good Deadwood Yes No P2  Internal Roadway  1355 Norway maple Acer platanoides 6 Fair None Yes No P2  Building  1356 Sugar maple Acer saccharum 11 Fair None No No P2  Building  1357 Sugar maple Acer saccharum 14 Good None No No P2  Grading  1358 Sugar maple Acer saccharum 5 Fair None No No P2  Grading  1359 Sugar maple Acer saccharum 7 Fair None No No P2  Grading  1360 Sugar maple Acer saccharum 6 Fair None No No P2  Building  1361 Norway maple Acer platanoides 19 Good None Yes No P2  Grading  1362 Sugar maple Acer saccharum 4 Fair None No No P2  Building  1363 Norway maple Acer platanoides 7 Fair None Yes No P2  Grading  1364 Sugar maple Acer saccharum 7 Fair None No No P2  Grading  1365 Norway maple Acer platanoides 13 Fair None Yes No P2  Grading  1367 Sugar maple Acer saccharum 5 Fair None No No P2  Grading  1368 Sugar maple Acer saccharum 4 Fair None No No P2  Grading  1369 Norway maple Acer platanoides 8 Good None Yes No P2  Grading  1370 Sugar maple Acer saccharum 8 Fair None No No P2  Grading  1371 Sugar maple Acer saccharum 9 Good None No No P2  Building  1372 Norway maple Acer platanoides 11 Fair Vines Yes No P2  Building  1373 Sugar maple Acer saccharum 5 Fair Small deadwood No No P2  Building  1374 Black cherry Prunus serotina 6 Poor Sap rot decay No Yes P2  Building  1375 Norway maple Acer platanoides 14 Good None Yes No P2  Building  1376 Sugar maple Acer saccharum 9 Fair Small deadwood No No P2  Building  1377 Sweetgum Liquidambar styraciflua 23 Fair Deadwood No No P2  Building  Page 39 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 7 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1378 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  Building  1379 Norway maple Acer platanoides 20 Fair Deadwood Yes No P2  Internal Roadway  1381 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1382 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1383 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1384 Norway maple Acer platanoides 7 Fair Small deadwood Yes No P2  Building  1385 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1386 Red oak Quercus rubra 28 Fair Deadwood No No P2  Building  1387 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  1388 Norway maple Acer platanoides 6 Fair Overtopped. Slight lean Yes No P2  Building  1389 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Building  1390 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  1391 Black cherry Prunus serotina 14 Poor Large deadwood. Dieback No Yes P2  Building  1392 Norway maple Acer platanoides 10 Good None Yes No P2  Building  1393 Norway maple Acer platanoides 14 Good Small deadwood Yes No P2  Building  1394 Norway maple Acer platanoides 10 Fair Overtopped Yes No P2  Building  1395 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1396 Red oak Quercus rubra 10 Fair Leans No No P2  Building  1397 Pignut hickory Carya glabra 21 Fair Deadwood No No P2  Building  1398 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1399 Norway maple Acer platanoides 8 Poor Dead top Yes Yes P2  Building  1400 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  Building  1401 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1402 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1403 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Grading  1404 Sugar maple Acer saccharum 15 Good None No No P2  Internal Roadway  1405 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Building  1406 Norway maple Acer platanoides 17 Fair Deadwood Yes No P2  Building  1407 Ailanthus Ailanthus altissima 15 Fair Deadwood Yes No P2  Building  1408 Norway maple Acer platanoides 16 Fair Vines. Deadwood Yes No P2  Building  1409 Sugar maple Acer saccharum 15 Fair Deadwood No No P2  Building  1410 Ailanthus Ailanthus altissima 20 Fair Deadwood Yes No P2  Building  1411 Sugar maple Acer saccharum 13 Good None No No P2  Building  1412 Norway maple Acer platanoides 9 Fair Slight lean Yes No P2  Building  1413 Norway maple Acer platanoides 9 Fair Slight lean Yes No P2  Building  1414 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  1415 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1416 Norway maple Acer platanoides 14 Fair Deadwood Yes No P2  Grading  1417 Norway maple Acer platanoides 10 Fair Overtopped Yes No P2  Grading  1418 Norway maple Acer platanoides 11 Fair Overtopped Yes No P2  Grading  1420 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Grading  1421 Norway maple Acer platanoides 21 Good Deadwood Yes No P2  Grading  1422 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  Grading  1423 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Grading  1424 Norway maple Acer platanoides 14 Fair Vines. Deadwood Yes No P2  Grading  1425 Norway maple Acer platanoides 5 Dead Standing dead tree Yes Yes P2  Building  1426 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  1427 Black cherry Prunus serotina 11 Fair Deadwood No No P2  Building  Page 40 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 8 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1428 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Internal Roadway  1429 Norway maple Acer platanoides 14 Fair Deadwood Yes No P2  Internal Roadway  1430 Sugar maple Acer saccharum 4 Fair Vines No No P2  Internal Roadway  1431 Sugar maple Acer saccharum 7 Fair Vines No No P2  Internal Roadway  1432 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Internal Roadway  1433 Sugar maple Acer saccharum 4 Fair Vines No No P2  Internal Roadway  1434 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  1435 Sugar maple Acer saccharum 6 Fair Vines No No P2  Internal Roadway  1436 Norway maple Acer platanoides 10 Fair Deadwood Yes No P2  Building  1437 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1438 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Building  1439 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Building  1440 Sugar maple Acer saccharum 8 Good None No No P2  Internal Roadway  1441 Sugar maple Acer saccharum 7 Fair Vines No No P2  Internal Roadway  1442 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  Building  1443 Norway maple Acer platanoides 16 Fair Deadwood Yes No P2  Building  1444 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  1445 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Building  1446 Red maple Acer rubrum 25 Fair Deadwood No No P2  Building  1447 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Grading  1448 Norway maple Acer platanoides 21 Fair None Yes No P2  Grading  1449 Norway maple Acer platanoides 17 Good None Yes No P2  Building  1450 Sugar maple Acer saccharum 7 Poor Vines wrapped around trunk No No P2  Building  1451 Ailanthus Ailanthus altissima 6 Fair None Yes No P2  Grading  1452 Sugar maple Acer saccharum 10 Good None No No P2  Grading  1453 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Grading  1454 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Grading  1465 Norway maple Acer platanoides 16 Good None Yes No P2  Grading  1470 Norway maple Acer platanoides 12 Good None Yes No P2  Grading  1476 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No P2  Building  1477 Norway maple Acer platanoides 11 Good None Yes No P2  Building  1478 Norway maple Acer platanoides 12 Good None Yes No P2  Building  1479 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  Building  1480 Black cherry Prunus serotina 15 Fair Deadwood No No P2  Building  1481 Norway maple Acer platanoides 9 Fair Deadwood Yes No P2  Building  1482 Red maple Acer rubrum 14 Fair Deadwood No No P2  Building  1483 Sugar maple Acer saccharum 4 Good None No No P2  Building  1484 Red maple Acer rubrum 28 Fair Deadwood No No P2  Grading  1486 Black cherry Prunus serotina 12 Fair Deadwood No No P2  Building  1487 Sugar maple Acer saccharum 10 Good None No No P2  Building  1488 Black cherry Prunus serotina 20 Poor Large deadwood. Dieback No Yes P2  Grading  1489 Sugar maple Acer saccharum 10 Fair None No No P2  Building  1490 Sugar maple Acer saccharum 11 Good None No No P2  Internal Roadway  1491 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Internal Roadway  1492 Norway maple Acer platanoides 9 Poor Wrapped by a vine Yes No P2  Building  1493 Norway maple Acer platanoides 13 Good None Yes No P2  Building  1494 American elm Ulmus americana 5 Fair Overtopped No No P2  Internal Roadway  1495 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Internal Roadway  Page 41 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 9 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1496 Norway maple Acer platanoides 4 Fair Deadwood Yes No P2  Internal Roadway  1497 Norway maple Acer platanoides 7 Fair Deadwood Yes No P2  Internal Roadway  1498 Red oak Quercus rubra 12 Fair Deadwood No No P2  Internal Roadway  1499 Norway maple Acer platanoides 15 Fair Deadwood Yes No P2  Internal Roadway  1501a Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Grading  1501b Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Grading  1541 Red maple Acer rubrum 29 Fair Codominant at 5 feet. Deadwood No No P2  Grading  1543 Norway maple Acer platanoides 5 Good None Yes No P2  Grading  1544 American elm Ulmus americana 5 Poor Broken top. Vines No No P2  Grading  1545 Sugar maple Acer saccharum 6 Fair Vines No No P2  Grading  1546 Sugar maple Acer saccharum 6 Fair Vines No No P2  Building  1547 Sugar maple Acer saccharum 5 Fair Small deadwood No No P2  Building  1548 Sugar maple Acer saccharum 5 Fair Vines No No P2  Building  1549 American elm Ulmus americana 5 Fair Overtopped No No P2  Building  1550 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1551 Norway maple Acer platanoides 5 Fair Vines Yes No P2  Building  1552 Sugar maple Acer saccharum 6 Fair Vines No No P2  Building  1553 Sugar maple Acer saccharum 5 Fair Vines No No P2  Building  1554 Black cherry Prunus serotina 4 Fair Overtopped No No P2  Building  1555 Red maple Acer rubrum 15 Poor Significant dieback. Decay fungi No Yes P2  Building  1556 Red maple Acer rubrum 31 Fair Codominant at 3 feet. Vines No No P2  Building  1557 Red maple Acer rubrum 20 Fair Vines No No P2  Building  1558 Ailanthus Ailanthus altissima 22 Fair Vines Yes No P2  Grading  1559 Ailanthus Ailanthus altissima 21 Fair Vines Yes No P2  Grading  1560 Red oak Quercus rubra 8 Fair Vines No No P2  Grading  1561 Sugar maple Acer saccharum 9 Poor Significant lean No No P2  Building  1562 Sugar maple Acer saccharum 12 Good Small deadwood No No P2  Stormwater  1563 American elm Ulmus americana 6 Fair Overtopped No No P2  Stormwater  1564 Sugar maple Acer saccharum 11 Fair Small deadwood No No P2  Stormwater  1565 Norway maple Acer platanoides 17 Good None Yes No P2  Stormwater  1566 Sugar maple Acer saccharum 4 Fair Small deadwood No No P2  Stormwater  1567 Sugar maple Acer saccharum 9 Fair Small deadwood No No P2  Stormwater  1568 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Trail  1569 Norway maple Acer platanoides 7 Good None Yes No P2  Trail  1570 Sugar maple Acer saccharum 14 Good Small deadwood No No P2  Stormwater  1571 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Stormwater  1572 Red maple Acer rubrum 24 Poor Vertical wound with significant decay No Yes P2  Grading  1573 Sugar maple Acer saccharum 24 Fair Deadwood No No P2  Building  1574 American elm Ulmus americana 4 Fair Overtopped No No P2  Building  1575 American elm Ulmus americana 7 Fair Vines. Deadwood No No P2  Building  1576 American elm Ulmus americana 8 Fair Vines. Deadwood No No P2  Building  1577 American elm Ulmus americana 4 Poor Vines. Dead top No Yes P2  Grading  1578 American elm Ulmus americana 5 Dead Standing dead tree No Yes P2  Building  1579 American elm Ulmus americana 7 Fair Vines No No P2  Building  1580 Sugar maple Acer saccharum 7 Fair Vines No No P2  Stormwater  1581 American elm Ulmus americana 7 Poor Dieback No No P2  Building  1587 Sugar maple Acer saccharum 5 Fair Vines No No P2  Building  1588 Norway maple Acer platanoides 7 Fair Vines Yes No P2  Building  Page 42 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 10 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1589 Sugar maple Acer saccharum 6 Fair Vines No No P2  Building  1590 Sugar maple Acer saccharum 5 Fair Vines No No P2  Grading  1591 Black cherry Prunus serotina 22 Fair Deadwood No No P2  Grading  1723 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  1724 Norway maple Acer platanoides 18 Fair Deadwood Yes No P2  Building  1725 Norway maple Acer platanoides 14 Fair Deadwood Yes No P2  Building  1726 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  Building  1727 Ailanthus Ailanthus altissima 14 Fair Deadwood Yes No P2  Grading  1728 Norway maple Acer platanoides 14 Good Deadwood Yes No P2  Grading  1729 Ailanthus Ailanthus altissima 11 Poor Deadwood Yes No P2  Building  1773 Red maple Acer rubrum 20 Fair Codominant near base No No P2  Grading  1781 Red maple Acer rubrum 4 Fair Overtopped No No P2  Grading  1782 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1783 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1784 Sugar maple Acer saccharum 9 Good Small deadwood No No P2  Building  1785 Black oak Quercus velutina 17 Fair Deadwood. No No P2  Building  1786 Red maple Acer rubrum 13 Fair Deadwood No No P2  Building  1787 Norway maple Acer platanoides 5 Fair Overtopped. Vines Yes No P2  Grading  1788 Red maple Acer rubrum 7 Poor Covered in vines No Yes P2  Grading  1789 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  1790 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  1793 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  1794 Red oak Quercus rubra 35 Fair Deadwood. Vines No No P2  Building  1795 Sugar maple Acer saccharum 20 Fair Deadwood No No P2  Building  1796 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Building  1797 Red oak Quercus rubra 19 Fair Deadwood No No P2  Building  1798 Red oak Quercus rubra 15 Fair Deadwood No No P2  Building  1799 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  1800 Sassafras Sassafras albidum 23 Fair Deadwood. Vines No No P2  Building  1881 Sugar maple Acer saccharum 7 Fair Small deadwood No No P2  Grading  1892 Shagbark hickory Carya ovata 12 Fair Small deadwood No No P2  Stormwater  1893 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Stormwater  1894 Tulip poplar Liriodendron tulipifera 29 Fair Deadwood No No P2  Grading  1930 Shagbark hickory Carya ovata 5 Fair Overtopped No No P2  Stormwater  1931 Red maple Acer rubrum 5 Fair Vines No No P2  Stormwater  1932 Red maple Acer rubrum 5 Fair Overtopped No No P2  Stormwater  1933 Sugar maple Acer saccharum 6 Good Overtopped No No P2  Stormwater  1934 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Stormwater  1935 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Stormwater  1937 Ailanthus Ailanthus altissima 15 Fair Deadwood Yes No P2  Stormwater  1938 American elm Ulmus americana 6 Poor Vines. Broken top No Yes P2  Building  1939 American elm Ulmus americana 5 Fair Overtopped No No P2  Building  1940 Red oak Quercus rubra 7 Fair Overtopped No No P2  Building  1941 Shagbark hickory Carya ovata 6 Fair Overtopped No No P2  Grading  1942 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  1943 Red oak Quercus rubra 22 Fair Deadwood No No P2  Building  1944 Shagbark hickory Carya ovata 6 Fair Overtopped No No P2  Building  1945 Red oak Quercus rubra 9 Fair Deadwood No No P2  Building  Page 43 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 11 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1946 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No P2  Building  1947 Red oak Quercus rubra 14 Fair Deadwood No No P2  Stormwater  1948 Shagbark hickory Carya ovata 6 Fair Overtopped No No P2  Stormwater  1949 Sugar maple Acer saccharum 6 Fair Overtopped. Vines No No P2  Stormwater  1950 Red maple Acer rubrum 5 Fair Overtopped No No P2  Stormwater  1951 Red oak Quercus rubra 20 Fair Deadwood No No P2  Stormwater  1952 Red maple Acer rubrum 20 Good None No No P2  Stormwater  1953 Sugar maple Acer saccharum 6 Fair Overtopped. No No P2  Stormwater  1954 Sugar maple Acer saccharum 4 Fair Overtopped. No No P2  Stormwater  1955 Red oak Quercus rubra 21 Fair Deadwood No No P2  Stormwater  1956 Black gum Nyssa sylvatica 9 Fair Overtopped No No P2  Stormwater  1957 Tulip poplar Liriodendron tulipifera 12 Fair Overtopped No No P2  Stormwater  1958 Red oak Quercus rubra 23 Fair Deadwood No No P2  Stormwater  1959 Sugar maple Acer saccharum 5 Fair Overtopped. No No P2  Stormwater  1960 Sugar maple Acer saccharum 4 Fair Overtopped. No No P2  Stormwater  1961 Red oak Quercus rubra 10 Fair Deadwood No No P2  Stormwater  1962 Pignut hickory Carya glabra 15 Good Small deadwood No No P2  Stormwater  1963 Red oak Quercus rubra 17 Fair Deadwood No No P2  Stormwater  1964 Sugar maple Acer saccharum 4 Fair Overtopped. No No P2  Stormwater  1968 Pignut hickory Carya glabra 10 Fair Overtopped No No P2  Stormwater  1969 Red oak Quercus rubra 15 Fair Deadwood No No P2  Stormwater  1970 Red oak Quercus rubra 19 Fair Deadwood No No P2  Stormwater  1973 Sugar maple Acer saccharum 6 Fair Overtopped. No No P2  Grading  1974 Shagbark hickory Carya ovata 6 Fair Overtopped No No P2  Building  1975 Shagbark hickory Carya ovata 5 Fair Overtopped No No P2  Building  1976 Sugar maple Acer saccharum 10 Fair Overtopped. No No P2  Building  1977 Red oak Quercus rubra 19 Fair Deadwood No No P2  Building  1978 Red maple Acer rubrum 15 Fair Vines No No P2  Building  1991 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No P2  Building  1992 Red oak Quercus rubra 7 Poor Dieback. Deadwood No No P2  Building  1993 Sugar maple Acer saccharum 5 Fair Overtopped. No No P2  Building  1994 Norway maple Acer platanoides 13 Fair Deadwood Yes No P2  Grading  1995 Sassafras Sassafras albidum 6 Fair Overtopped. Vines No No P2  Grading  2000 Red maple Acer rubrum 31 Fair Codominant at 1 foot. Deadwood No No P2  Trail  4001 Sassafras Sassafras albidum 18 Fair Deadwood. Vines No No P2  Building  4002 Black walnut Juglans nigra 14 Fair Vines. Trunk doglegs No No P2  Grading  4003 Sassafras Sassafras albidum 9 Poor Significant decay in trunk. Vines No Yes P2  Building  4004 Sassafras Sassafras albidum 25 Fair Deadwood No No P2  Building  4012 Red maple Acer rubrum 9 Poor Significant lean. Covered in vines No Yes P2  Grading  4013 Red maple Acer rubrum 9 Poor Covered in vines No Yes P2  Building  4021 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Grading  4022 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  Grading  4023 Sugar maple Acer saccharum 8 Poor Covered in vines No Yes P2  Grading  4024 Black cherry Prunus serotina 25 Poor Basal decay. Large deadwood No Yes P2  Building  4025 Catalpa Catalpa speciosa 7 Poor Covered in vines No Yes P2  Grading  4026 Catalpa Catalpa speciosa 11 Poor Covered in vines No Yes P2  Building  4027 Catalpa Catalpa speciosa 9 Poor Covered in vines No Yes P2  Building  4028 Catalpa Catalpa speciosa 10 Poor Covered in vines No Yes P2  Grading  Page 44 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 12 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4029 Black cherry Prunus serotina 25 Poor Vines. Deadwood No No P2  Internal Roadway  4030 Black gum Nyssa sylvatica 11 Fair Vines. No No P2  Building  4031 Sugar maple Acer saccharum 10 Fair Vines. Leans No No P2  Building  4032 Red maple Acer rubrum 9 Fair Vines. Overtopped No No P2  Building  4033 American elm Ulmus americana 8 Fair Overtopped No No P2  Building  4035 Red maple Acer rubrum 21 Fair Vines. Deadwood No No P2  Building  4036 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  4037 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Grading  4038 Sugar maple Acer saccharum 10 Good Small deadwood No No P2  Grading  4039 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Trail  4042 Red maple Acer rubrum 18 Fair Deadwood No No P2  Grading  4043 Red maple Acer rubrum 28 Fair Codominant at 3 feet No No P2  Grading  4044 Norway maple Acer platanoides 9 Good Overtopped Yes No P2  Grading  4049 Sugar maple Acer saccharum 4 Fair Vines No No P2  Grading  4050 Sugar maple Acer saccharum 9 Fair Vines No No P2  Grading  4051 Sugar maple Acer saccharum 7 Fair Vines No No P2  Grading  4053 American elm Ulmus americana 6 Fair Overtopped No No P2  Grading  4054 American elm Ulmus americana 4 Fair Overtopped No No P2  Building  4055 Red maple Acer rubrum 23 Fair Deadwood No No P2  Building  4056 Boxelder Acer negundo 6 Fair Leans No No P2  Building  4057 Red maple Acer rubrum 13 Fair Vines No No P2  Building  4058 Mulberry Morus spp. 5 Fair Overtopped No No P2  Building  4059 Red maple Acer rubrum 40 Fair Codominant at 4 feet. Deadwood No No P2  Building  4060 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  4061 Black walnut Juglans nigra 18 Fair Vines. Deadwood No No P2  Internal Roadway  4062 Black cherry Prunus serotina 19 Poor Vines. Significant decay. Dieback No Yes P2  Internal Roadway  4063 Catalpa Catalpa speciosa 6 Poor Covered in vines No Yes P2  Internal Roadway  4064 Catalpa Catalpa speciosa 10 Poor Covered in vines No Yes P2  Internal Roadway  4065 Catalpa Catalpa speciosa 9 Poor Covered in vines No Yes P2  Internal Roadway  4066 Catalpa Catalpa speciosa 6 Poor Covered in vines No Yes P2  Internal Roadway  4067 Catalpa Catalpa speciosa 6 Poor Covered in vines No Yes P2  Internal Roadway  4068 Catalpa Catalpa speciosa 8 Poor Covered in vines No Yes P2  Internal Roadway  4069 Black cherry Prunus serotina 23 Poor Basal decay. Large deadwood No Yes P2  Building  4070 Red maple Acer rubrum 9 Poor Column of decay. Vines No Yes P2  Building  4071 Red oak Quercus rubra 38 Fair Large deadwood No No P2  Building  4072 Red maple Acer rubrum 10 Fair Codominant at 3 feet No No P2  Building  4073 Red maple Acer rubrum 26 Poor Codominant at 4 feet. Significant decay No Yes P2  Building  4074 Red maple Acer rubrum 22 Fair Codominant at 3 feet. Deadwood No No P2  Building  4075 American elm Ulmus americana 10 Fair Overtopped No No P2  Building  4076 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  4077 Red maple Acer rubrum 20 Fair Deadwood No No P2  Building  4078 Sugar maple Acer saccharum 11 Poor Covered in vines. Leans No Yes P2  Grading  4079 Red maple Acer rubrum 17 Fair Deadwood No No P2  Grading  4080 Sugar maple Acer saccharum 12 Fair Deadwood No No P2  Grading  4081 Sugar maple Acer saccharum 6 Poor Covered in vines No Yes P2  Grading  4082 Red maple Acer rubrum 18 Fair Deadwood No No P2  Grading  4084 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Grading  Page 45 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 13 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? Codominant at 3 feet. One lead broken. Basal decay from prior P2 4085 Red maple Acer rubrum 21 Poor lead failure No Yes  Grading  4086 Black cherry Prunus serotina 16 Poor Significant lean. Deadwood No Yes P2  Grading  4093 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Grading  4102 Black oak Quercus velutina 19 Fair Deadwood No No P2  Grading  4103 Red maple Acer rubrum 27 Fair Codominant at 3 feet. Deadwood No No P2  Building  4104 Red maple Acer rubrum 11 Poor Significant decay No Yes P2  Grading  4105 Red maple Acer rubrum 9 Fair Overtopped. Leans No No P2  Grading  4106 Red maple Acer rubrum 29 Fair Codominant at 6 feet. Deadwood No No P2  Grading  4107 Red maple Acer rubrum 9 Fair Overtopped No No P2  Grading  4117 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Building  4121 Red oak Quercus rubra 26 Fair Large deadwood No No P2  Building  4122 Red oak Quercus rubra 14 Fair Deadwood No No P2  Building  4123 Red oak Quercus rubra 21 Fair Deadwood No No P2  Building  4124 Red oak Quercus rubra 25 Fair Deadwood No No P2  Building  4125 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  4133 Red oak Quercus rubra 26 Fair Deadwood No No P2  Building  Codominant at 3 feet. One lead failed from base with decay. Large P2 4134 Red maple Acer rubrum 30 Poor deadwood No Yes  Building  4135 Red maple Acer rubrum 13 Fair Decay No No P2  Building  4136 Red oak Quercus rubra 27 Fair Deadwood No No P2  Building  4137 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4138 Sugar maple Acer saccharum 13 Fair Codominant at 3 feet. Deadwood No No P2  Building  4139 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  4140 Sugar maple Acer saccharum 29 Fair Codominant at 3 feet. Deadwood No No P2  Building  4141 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4142 American elm Ulmus americana 4 Fair Overtopped No No P2  Building  4143 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  4144 Sugar maple Acer saccharum 23 Fair Codominant at 5 feet. Deadwood No No P2  Building  4145 Black cherry Prunus serotina 14 Fair Deadwood No No P2  Building  4146 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  4147 Red oak Quercus rubra 24 Fair Deadwood No No P2  Internal Roadway  4148 American elm Ulmus americana 6 Fair Overtopped No No P2  Internal Roadway  4149 Black cherry Prunus serotina 17 Fair Deadwood No No P2  Internal Roadway  4150 Red maple Acer rubrum 37 Fair Codominant at 2 feet. Deadwood No No P2  Internal Roadway  4151 Sugar maple Acer saccharum 9 Fair Deadwood No No P2  Grading  4152 Norway maple Acer platanoides 9 Fair Vines Yes No P2  Building  4153 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Internal Roadway  4154 Black cherry Prunus serotina 10 Fair Overtopped. No No P2  Grading  4155 Black cherry Prunus serotina 7 Fair Overtopped. Vines No No P2  Internal Roadway  4156 Black cherry Prunus serotina 4 Poor Overtopped. Decay in trunk No Yes P2  Internal Roadway  4157 Norway maple Acer platanoides 13 Fair Deadwood Yes No P2  Internal Roadway  4158 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Internal Roadway  4159 American elm Ulmus americana 5 Poor Covered in vines No Yes P2  Building  4160 Black cherry Prunus serotina 8 Poor Covered in vines No Yes P2  Building  4161 Sugar maple Acer saccharum 4 Poor Vines. Overtopped No No P2  Building  4162 Catalpa Catalpa speciosa 24 Fair Vines. Deadwood No No P2  Internal Roadway  4163 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  Page 46 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 14 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4164 Pin oak Quercus palustris 20 Poor Covered in vines No Yes P2  Building  4165 Black cherry Prunus serotina 15 Fair Deadwood No No P2  Building  4166 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  4167 Red maple Acer rubrum 22 Poor Decay in lower trunk No Yes P2  Building  4168 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  4169 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  4170 Red maple Acer rubrum 13 Fair Deadwood No No P2  Building  4171 Black cherry Prunus serotina 25 Fair Large deadwood No No P2  Building  4172 Sugar maple Acer saccharum 23 Fair Vines. Deadwood No No P2  Building  4174 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  4175 Red maple Acer rubrum 16 Poor Codominant at 2 feet. One lead dead No Yes P2  Building  4176 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  4177 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  4178 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  4179 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  4193 Norway maple Acer platanoides 11 Fair Overtopped Yes No P2  Building  4194 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  Building  4195 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  Building  4196 Red oak Quercus rubra 37 Fair Deadwood. Codominant at 7 feet No No P2  Building  4197 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4198 Mulberry Morus spp. 7 Fair Vines. Bends No No P2  Building  4199 Ailanthus Ailanthus altissima 5 Poor Sprout from fallen tree Yes Yes P2  Building  4200 Mulberry Morus spp. 4 Fair Overtopped No No P2  Building  4201 Red maple Acer rubrum 16 Fair Deadwood No No P2  Building  4202 Black oak Quercus velutina 29 Fair Vines throughout No No P2  Building  4203 Black cherry Prunus serotina 4 Poor Overtopped. Leans No No P2  Building  4204 Red maple Acer rubrum 30 Fair Codominant at 3 feet. Vines No No P2  Building  4205 Black cherry Prunus serotina 38 Fair Codominant at base. Deadwood No No P2  Building  4218 American elm Ulmus americana 8 Fair Small deadwood No No P2  Building  4219 Black cherry Prunus serotina 9 Poor Vines. Dieback No No P2  Building  4220 Black cherry Prunus serotina 14 Poor Vines. Dieback No No P2  Building  4221 Norway maple Acer platanoides 44 Fair Tri lead. Deadwood Yes No P2  Building  4222 Sugar maple Acer saccharum 14 Fair Deadwood No No P2  Building  4223 Sugar maple Acer saccharum 13 Fair Overtopped No No P2  Grading  4237 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Building  4238 Black cherry Prunus serotina 14 Poor One lead dead No Yes P2  Building  4239 Sugar maple Acer saccharum 23 Good Deadwood No No P2  Building  4240 Norway maple Acer platanoides 6 Good None Yes No P2  Building  4241 Sugar maple Acer saccharum 14 Poor Codominant at 2 feet with crack in union No Yes P2  Building  4242 Black cherry Prunus serotina 13 Fair Deadwood No No P2  Building  4243 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Internal Roadway  4244 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4245 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Building  4246 Sugar maple Acer saccharum 12 Fair None No No P2  Building  4247 Sugar maple Acer saccharum 13 Good None No No P2  Internal Roadway  4248 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Internal Roadway  4249 Red maple Acer rubrum 20 Poor Broken top. Little canopy remains No Yes P2  Internal Roadway  4250 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Internal Roadway  Page 47 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 15 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4251 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Internal Roadway  4252 Sugar maple Acer saccharum 17 Fair Deadwood No No P2  Internal Roadway  4253 Sugar maple Acer saccharum 11 Fair None No No P2  Internal Roadway  4254 Red maple Acer rubrum 32 Fair Deadwood No No P2  Internal Roadway  4255 Black cherry Prunus serotina 17 Poor Leans. Deadwood. Dieback No Yes P2  Internal Roadway  4256 Mulberry Morus spp. 9 Poor Covered in vines No Yes P2  Building  4258 Black cherry Prunus serotina 8 Poor Covered in vines No Yes P2  Building  4259 Red maple Acer rubrum 28 Poor Codominant near base. One lead dead. No Yes P2  Building  4260 Red oak Quercus rubra 10 Fair Overtopped No No P2  Building  4261 Norway maple Acer platanoides 27 Fair Deadwood Yes No P2  Building  4262 Black cherry Prunus serotina 15 Poor Leans. Large deadwood No Yes P2  Building  4263 Sugar maple Acer saccharum 19 Fair Deadwood No No P2  Building  4264 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4265 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  Building  4266 Norway maple Acer platanoides 20 Good Deadwood Yes No P2  Building  4267 Red maple Acer rubrum 23 Fair Deadwood No No P2  Building  4268 Sugar maple Acer saccharum 13 Good None No No P2  Building  4269 Red maple Acer rubrum 15 Fair Deadwood No No P2  Building  4270 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4271 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4272 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Building  4273 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  Building  4274 Red maple Acer rubrum 11 Fair Small deadwood No No P2  Building  4275 Sugar maple Acer saccharum 8 Fair None No No P2  Building  4276 Red maple Acer rubrum 26 Fair Deadwood No No P2  Grading  4277 Red maple Acer rubrum 24 Fair Deadwood No No P2  Grading  4278 Red maple Acer rubrum 28 Fair Deadwood No No P2  Grading  4279 Red maple Acer rubrum 35 Fair Codominant at 5 feet. Vines No No P2  Grading  4280 Red maple Acer rubrum 13 Poor Basal cavity. Vines No Yes P2  Grading  4281 Red maple Acer rubrum 9 Poor Basal cavity No Yes P2  Grading  4282 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  Building  4283 Black cherry Prunus serotina 12 Fair Deadwood No No P2  Building  4284 Sugar maple Acer saccharum 9 Fair None No No P2  Building  4285 Red maple Acer rubrum 19 Good Small deadwood No No P2  Building  4286 Black cherry Prunus serotina 12 Poor Cavity with decay. Dieback No Yes P2  Building  4287 Red maple Acer rubrum 14 Fair Deadwood No No P2  Building  4288 Sugar maple Acer saccharum 4 Fair Overtoppee No No P2  Grading  4289 Sugar maple Acer saccharum 7 Fair Deadwood No No P2  Grading  4290 Black cherry Prunus serotina 15 Fair Deadwood No No P2  Grading  4291 Sugar maple Acer saccharum 12 Fair Deadwood No No P2  Grading  4292 Norway maple Acer platanoides 6 Fair Deadwood Yes No P2  Building  4293 Red maple Acer rubrum 12 Fair Deadwood No No P2  Building  4294 Sugar maple Acer saccharum 9 Good None No No P2  Building  4295 Norway maple Acer platanoides 5 Good None Yes No P2  Building  4296 Red maple Acer rubrum 13 Fair Deadwood No No P2  Building  4297 Red maple Acer rubrum 14 Fair Deadwood No No P2  Building  4298 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4299 Sugar maple Acer saccharum 14 Good None No No P2  Building  Page 48 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 16 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4300 Sugar maple Acer saccharum 13 Good None No No P2  Grading  4301 Black cherry Prunus serotina 8 Poor Vines. Leans No No P2  Building  4302 Red maple Acer rubrum 13 Fair Deadwood No No P2  Building  4303 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  Building  4304 Sycamore maple Acer pseudoplatanus 14 Fair Deadwood Yes No P2  Building  4305 Sycamore maple Acer pseudoplatanus 15 Fair Deadwood Yes No P2  Building  4306 Sugar maple Acer saccharum 13 Fair Deadwood No No P2  Internal Roadway  4307 Sugar maple Acer saccharum 14 Good Small deadwood No No P2  Internal Roadway  4308 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  Internal Roadway  4309 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Internal Roadway  4310 Sycamore maple Acer pseudoplatanus 12 Fair Deadwood Yes No P2  Internal Roadway  4311 Norway maple Acer platanoides 13 Good Small deadwood Yes No P2  Internal Roadway  4312 Norway maple Acer platanoides 14 Good Small deadwood Yes No P2  Internal Roadway  4313 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  Internal Roadway  4314 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  Internal Roadway  4315 Sugar maple Acer saccharum 14 Good Small deadwood No No P2  Grading  4316 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  Internal Roadway  4317 Norway maple Acer platanoides 14 Fair Deadwood Yes No P2  Internal Roadway  4318 Norway maple Acer platanoides 16 Fair Deadwood Yes No P2  Internal Roadway  4336 American elm Ulmus americana 5 Fair Vines No No P2  Grading  4337 American elm Ulmus americana 5 Fair Vines No No P2  Grading  4338 American elm Ulmus americana 4 Poor Covered in vines No Yes P2  Building  4339 Red maple Acer rubrum 4 Fair Vines No No P2  Building  4340 American elm Ulmus americana 7 Fair Vines No No P2  Building  4341 Tulip poplar Liriodendron tulipifera 13 Fair Vines No No P2  Building  4342 American elm Ulmus americana 4 Fair Vines No No P2  Building  4343 American elm Ulmus americana 5 Poor Covered in vines No Yes P2  Building  4344 Butternut Juglans cinerea 9 Poor Significant lean. Dieback No Yes P2  Internal Roadway  4345 Norway maple Acer platanoides 32 Fair Codominant at 5 feet. Deadwood Yes No P2  Internal Roadway  4346 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  Internal Roadway  4347 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  Internal Roadway  4348 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  Internal Roadway  4349 Sugar maple Acer saccharum 16 Fair Deadwood No No P2  Internal Roadway  4350 Butternut Juglans cinerea 19 Fair Leans. Deadwood No No P2  Internal Roadway  4351 Norway maple Acer platanoides 17 Good None Yes No P2  Internal Roadway  4352 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  Internal Roadway  4353 Red maple Acer rubrum 12 Fair Deadwood No No P2  Internal Roadway  4354 Sugar maple Acer saccharum 8 Fair Self correcting lean No No P2  Internal Roadway  4355 Black cherry Prunus serotina 14 Fair Leans. Deadwood No No P2  Internal Roadway  4356 Sugar maple Acer saccharum 13 Fair Decay No No P2  Internal Roadway  4357 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  Internal Roadway  4358 Black walnut Juglans nigra 13 Fair Vines No No P2  Internal Roadway  4359 Sugar maple Acer saccharum 7 Poor Central lead is dead No Yes P2  Internal Roadway  4360 Norway maple Acer platanoides 18 Fair Deadwood Yes No P2  Internal Roadway  4362 Norway maple Acer platanoides 21 Fair Deadwood. Vines Yes No P2  Internal Roadway  4363 Norway maple Acer platanoides 18 Good Small deadwood Yes No P2  Internal Roadway  4364 Norway maple Acer platanoides 5 Fair Overtopped. Yes No P2  Internal Roadway  4365 Norway maple Acer platanoides 4 Fair Overtopped. Yes No P2  Internal Roadway  Page 49 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 17 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4366 Norway maple Acer platanoides 13 Fair Overtopped. Yes No P2  Internal Roadway  4367 Norway maple Acer platanoides 14 Fair Overtopped. Deadwood Yes No P2  Internal Roadway  4368 Norway maple Acer platanoides 19 Fair Deadwood. Leans Yes No P2  Internal Roadway  4369 Norway maple Acer platanoides 13 Fair Deadwood Yes No P2  Internal Roadway  4370 Norway maple Acer platanoides 10 Fair Deadwood Yes No P2  Grading  4609 American holly Ilex opaca 10 Fair Vines No No P2  Building  4610 Norway spruce Picea abies 43 Poor Column of decay along trunk. Broken top. Vines No Yes P2  Building  4611 Black walnut Juglans nigra 41 Fair Deadwood. Vines No No P2  Grading  4612 Norway spruce Picea abies 30 Fair Deadwood No No P2  Internal Roadway  4613 Japanese maple Acer palmatum 17 Fair Codominant at 2 feet. Decay in one lead No No P2  Grading  4614 Japanese maple Acer palmatum 15 Good Small deadwood No No P2  Internal Roadway  4615 Norway spruce Picea abies 23 Good Deadwood No No P2  Internal Roadway  4616 Sugar maple Acer saccharum 21 Fair Deadwood No No P2  Internal Roadway  4617 Sugar maple Acer saccharum 22 Fair Deadwood No No P2  Grading  4618 Mulberry Morus spp. 15 Poor Covered in vines No Yes P2  Grading  4619 Norway maple Acer platanoides 17 Fair Deadwood Yes No P2  Stormwater  4620 Ailanthus Ailanthus altissima 5 Fair Vines. Yes No P2  Grading  4621 Ailanthus Ailanthus altissima 5 Fair Vines. Yes No P2  Grading  4622 Ailanthus Ailanthus altissima 6 Fair Vines. Yes No P2  Grading  4623 Japanese maple Acer palmatum 13 Fair Deadwood No No P2  Stormwater  4624 Japanese maple Acer palmatum 10 Fair Deadwood No No P2  Stormwater  4625 Japanese maple Acer palmatum 18 Fair Deadwood No No P2  Stormwater  4626 Black cherry Prunus serotina 8 Fair Overtopped No No P2  Stormwater  4627 Ailanthus Ailanthus altissima 7 Fair Vines. Overtopped Yes No P2  Stormwater  4628 Ailanthus Ailanthus altissima 15 Fair Vines. Yes No P2  Stormwater  4629 Norway spruce Picea abies 44 Fair Large deadwood. Vines No No P2  Stormwater  4630 Ailanthus Ailanthus altissima 5 Fair Vines. Overtopped Yes No P2  Stormwater  4631 Ailanthus Ailanthus altissima 4 Fair Vines. Overtopped Yes No P2  Stormwater  4632 Ailanthus Ailanthus altissima 5 Fair Vines. Overtopped Yes No P2  Stormwater  4633 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No P2  Stormwater  4634 Ailanthus Ailanthus altissima 13 Fair Codominant near base Yes No P2  Stormwater  4635 Ailanthus Ailanthus altissima 16 Fair Vines. Tri lead Yes No P2  Stormwater  4636 Norway maple Acer platanoides 16 Fair Codominant. Deadwood Yes No P2  Stormwater  4637 Japanese maple Acer palmatum 6 Fair Overtopped No No P2  Stormwater  4641 Red oak Quercus rubra 26 Fair Deadwood No No P2  Stormwater  4642 Black walnut Juglans nigra 48 Fair Deadwood No No P2  Stormwater  4643 Ailanthus Ailanthus altissima 6 Fair Leans. Vines Yes No P2  Stormwater  4644 Mulberry Morus spp. 15 Fair Deadwood No No P2  Stormwater  4645 Black walnut Juglans nigra 19 Fair Deadwood. Vines No No P2  Stormwater  4646 Mulberry Morus spp. 5 Fair Vines No No P2  Stormwater  4647 Mulberry Morus spp. 5 Fair Vines No No P2  Stormwater  4648 Norway spruce Picea abies 27 Fair Deadwood No No P2  Grading  4649 Norway spruce Picea abies 22 Fair Deadwood No No P2  Grading  4650 Japanese maple Acer palmatum 7 Fair Overtopped No No P2  Building  4651 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  4652 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No P2  Building  4653 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  Building  4654 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  Building  Page 50 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 18 of 18 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4655 Japanese maple Acer palmatum 14 Good None No No P2  Building  4656 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  Grading  Page 51 TREES TO BE PRESERVED Page 52 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 1 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1037 Norway maple Acer platanoides 16 Good Deadwood Yes No P2  --  1038 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1062 Sugar maple Acer saccharum 24 Good None No No P2  --  1063 Sugar maple Acer saccharum 18 Good Deadwood No No P2  --  1064 Sugar maple Acer saccharum 16 Fair Deadwood No No P2  --  1065 American elm Ulmus americana 18 Fair Deadwood No No P2  --  1066 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1070 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1071 Norway maple Acer platanoides 11 Good Small deadwood Yes No P2  --  1072 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1073 Norway maple Acer platanoides 7 Fair Small deadwood Yes No P2  --  1074 Sugar maple Acer saccharum 13 Fair Deadwood No No P2  --  1091 Sugar maple Acer saccharum 4 Fair Overtopped. No No P2  --  1096 White pine Pinus strobus 43 Poor One lead broken. Decay No Yes P2  --  1121 Japanese maple Acer palmatum 5 Good Overtopped No No P2  --  1122 Norway maple Acer platanoides 10 Good None Yes No P2  --  1123 Japanese maple Acer palmatum 4 Good Overtopped No No P2  --  1124 Sugar maple Acer saccharum 10 Good Small deadwood No No P2  --  1125 Japanese maple Acer palmatum 10 Fair Deadwood No No P2  --  1138 American elm Ulmus americana 6 Fair Leans No No P2  --  1139 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1140 American elm Ulmus americana 7 Fair Leans No No P2  --  1141 Norway maple Acer platanoides 8 Fair Vines Yes No P2  --  1142 Sugar maple Acer saccharum 9 Fair Vines. Deadwood No No P2  --  1143 Japanese maple Acer palmatum 5 Fair Vines No No P2  --  1144 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1145 Norway maple Acer platanoides 10 Fair Deadwood Yes No P2  --  1146 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  1147 Sugar maple Acer saccharum 4 Fair Overtopped. Cavity No No P2  --  1148 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  1149 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  1150 Norway maple Acer platanoides 27 Fair Vines. Deadwood Yes No P2  --  1151 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1152 Red maple Acer rubrum 7 Poor Dieback. Deadwood No No P2  --  1153 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  1154 Sugar maple Acer saccharum 5 Fair Overtopped. No No P2  --  1155 Sugar maple Acer saccharum 9 Poor Covered in vines No Yes P2  --  1156 American elm Ulmus americana 4 Fair Vines. Overtopped No No P2  --  1157 Norway maple Acer platanoides 11 Good None Yes No P2  --  1158 Black cherry Prunus serotina 5 Fair Overtopped No No P2  --  1159 Sugar maple Acer saccharum 14 Good None No No P2  --  1160 Japanese maple Acer palmatum 4 Fair Overtopped No No P2  --  1161 Japanese maple Acer palmatum 5 Fair Overtopped No No P2  --  1162 Japanese maple Acer palmatum 4 Fair Overtopped. Vines No No P2  --  1163 Japanese maple Acer palmatum 6 Fair Overtopped. Vines No No P2  --  1164 Norway maple Acer platanoides 15 Fair Vines. Deadwood Yes No P2  --  1173 Norway maple Acer platanoides 5 Fair Vines Yes No P2  --  1174 American elm Ulmus americana 6 Fair Overtopped No No P2  --  Page 53 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 2 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1175 Sugar maple Acer saccharum 9 Fair Deadwood No No P2  --  1176 Norway maple Acer platanoides 5 Fair Small deadwood Yes No P2  --  1177 Norway maple Acer platanoides 15 Good Small deadwood Yes No P2  --  1178 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1179 Norway maple Acer platanoides 10 Fair Vines Yes No P2  --  1180 American elm Ulmus americana 8 Fair Overtopped No No P2  --  1181 American elm Ulmus americana 7 Fair Overtopped No No P2  --  1192 Norway maple Acer platanoides 16 Good None Yes No P2  --  1193 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  --  1194 Norway maple Acer platanoides 13 Good None Yes No P2  --  1249 Norway maple Acer platanoides 12 Poor Dead top Yes Yes P2  --  1267 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  --  1268 Red oak Quercus rubra 17 Fair Deadwood No No P2  --  1269 Sugar maple Acer saccharum 5 Good None No No P2  --  1270 Black cherry Prunus serotina 18 Fair Deadwood No No P2  --  1271 Norway maple Acer platanoides 13 Fair Deadwood Yes No P2  --  1317 Sugar maple Acer saccharum 13 Good Overtopped No No P2  --  1318 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1353 Norway maple Acer platanoides 13 Good Small deadwood Yes No P2  --  1366 Norway maple Acer platanoides 10 Fair None Yes No P2  --  1380 Red oak Quercus rubra 21 Fair Deadwood No No P2  --  1419 Sugar maple Acer saccharum 7 Fair Small deadwood No No P2  --  1455 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  --  1456 Norway maple Acer platanoides 9 Fair None Yes No P2  --  1457 Norway maple Acer platanoides 6 Fair None Yes No P2  --  1458 Sugar maple Acer saccharum 7 Fair Small deadwood No No P2  --  1459 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1460 Norway maple Acer platanoides 6 Fair None Yes No P2  --  1461 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  --  1462 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  --  1463 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1464 Norway maple Acer platanoides 19 Fair Deadwood Yes No P2  --  1466 Norway maple Acer platanoides 12 Fair None Yes No P2  --  1467 Norway maple Acer platanoides 10 Good None Yes No P2  --  1468 Sugar maple Acer saccharum 14 Good Small deadwood No No P2  --  1469 Red oak Quercus rubra 11 Poor Vines wrapped around trunk. Decay No Yes P2  --  1471 Sugar maple Acer saccharum 7 Poor Cavity. Broken top No Yes P2  --  1472 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1473 Shagbark hickory Carya ovata 10 Fair None No No P2  --  1474 Shagbark hickory Carya ovata 6 Good None No No P2  --  1475 Red oak Quercus rubra 9 Good None No No P2  --  1502 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  1503 Red oak Quercus rubra 17 Fair Deadwood No No P2  --  1504 Norway maple Acer platanoides 18 Good None Yes No P2  --  1506 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1507a Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  1507b Norway maple Acer platanoides 5 Dead Standing dead tree Yes Yes P2  --  1508 Black cherry Prunus serotina 17 Fair Large deadwood No No P2  --  Page 54 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 3 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1509 Shagbark hickory Carya ovata 7 Fair Overtopped No No P2  --  1510 Shagbark hickory Carya ovata 6 Fair Overtopped No No P2  --  1511 Black cherry Prunus serotina 11 Poor Significant lean. Dieback No No P2  --  1512 Sugar maple Acer saccharum 10 Fair Overtopped No No P2  --  1513 Norway maple Acer platanoides 19 Good Small deadwood Yes No P2  --  1514 Norway maple Acer platanoides 9 Good Small deadwood Yes No P2  --  1515 Norway maple Acer platanoides 8 Poor Broken top Yes Yes P2  --  1516 Red maple Acer rubrum 8 Fair Overtopped No No P2  --  1517 Shagbark hickory Carya ovata 9 Good None No No P2  --  1518 Shagbark hickory Carya ovata 5 Fair Overtopped No No P2  --  1519 Ailanthus Ailanthus altissima 17 Fair Deadwood Yes No P2  --  1520 Shagbark hickory Carya ovata 9 Good None No No P2  --  1521 Pignut hickory Carya glabra 18 Fair Deadwood No No P2  --  1522 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1523 Norway maple Acer platanoides 12 Good None Yes No P2  --  1524 Norway maple Acer platanoides 9 Fair Deadwood Yes No P2  --  1525 Norway maple Acer platanoides 14 Fair Deadwood Yes No P2  --  1526 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  --  1527 Norway maple Acer platanoides 27 Fair Deadwood Yes No P2  --  1528 Norway maple Acer platanoides 17 Good None Yes No P2  --  1529 Norway spruce Picea abies 13 Fair Deadwood No No P2  --  1530 Norway spruce Picea abies 23 Fair Deadwood No No P2  --  1531 Red oak Quercus rubra 44 Fair Deadwood. Codominant at 12 feet No No P2  --  1532 Norway spruce Picea abies 25 Poor Significant dieback No Yes P2  --  1533 Norway spruce Picea abies 10 Fair Overtopped. Deadwood No No P2  --  1534 Red maple Acer rubrum 18 Fair Deadwood No No P2  --  1535 Norway spruce Picea abies 13 Fair Deadwood No No P2  --  1536 Norway spruce Picea abies 7 Fair Overtopped No No P2  --  1537 Norway spruce Picea abies 22 Fair Deadwood No No P2  --  1538 Ailanthus Ailanthus altissima 14 Fair Deadwood Yes No P2  --  1539 Norway spruce Picea abies 5 Poor Overtopped No No P2  --  1540 Red maple Acer rubrum 13 Fair Overtopped No No P2  --  1542 Sugar maple Acer saccharum 10 Fair Vines No No P2  --  1582 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  1583 Sugar maple Acer saccharum 5 Fair Vines No No P2  --  1584 Yellow birch Betula allgheniensis 13 Fair Self correcting lean No No P2  --  1585 Norway spruce Picea abies 13 Fair Deadwood No No P2  --  1586 Norway spruce Picea abies 13 Fair Deadwood No No P2  --  1592 American elm Ulmus americana 6 Good Small deadwood No No P2  --  1593 Red oak Quercus rubra 37 Fair Deadwood No No P2  --  1594 Black birch Betula lenta 4 Fair Overtopped No No P2  --  1595 Black oak Quercus velutina 23 Fair Calloused wound with minor decay. No No P2  --  1596 Black oak Quercus velutina 34 Fair Deadwood No No P2  --  1597 Black birch Betula lenta 5 Fair Overtopped No No P2  --  1598 Red oak Quercus rubra 20 Fair Deadwood No No P2  --  1599 Black birch Betula lenta 38 Fair Codominant at 2 feet. Deadwood No No P2  --  1600 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1601 Red oak Quercus rubra 24 Fair Deadwood No No P2  --  Page 55 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 4 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1602 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  1603 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  --  1604 Shagbark hickory Carya ovata 4 Fair Overtopped No No P2  --  1605 Black birch Betula lenta 5 Good None No No P2  --  1606 Red oak Quercus rubra 32 Fair Deadwood No No P2  --  1607 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1608 Black birch Betula lenta 8 Good None No No P2  --  1609 Red oak Quercus rubra 20 Fair Deadwood No No P2  --  1610 Black birch Betula lenta 4 Fair Ovetopped No No P2  --  1611 Black birch Betula lenta 5 Fair Ovetopped No No P2  --  1612 Red oak Quercus rubra 21 Fair Deadwood No No P2  --  1613 Red oak Quercus rubra 20 Fair Deadwood No No P2  --  1614 Black birch Betula lenta 6 Fair Ovetopped No No P2  --  1615 Red oak Quercus rubra 16 Fair Deadwood No No P2  --  1616 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1617 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  1618 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1619 Red maple Acer rubrum 5 Good None No No P2  --  1620 Red oak Quercus rubra 19 Fair Deadwood No No P2  --  1621 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1622 Red oak Quercus rubra 26 Fair Deadwood No No P2  --  1623 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1624 Red oak Quercus rubra 15 Fair Deadwood No No P2  --  1625 Red maple Acer rubrum 17 Dead Standing dead tree No Yes P2  --  1626 Black oak Quercus velutina 23 Good Deadwood No No P2  --  1627 American elm Ulmus americana 7 Fair Overtopped No No P2  --  1628 Black cherry Prunus serotina 21 Poor Large deadwood No No P2  --  1629 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1630 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1631 Red oak Quercus rubra 13 Good Small deadwood No No P2  --  1632 Red oak Quercus rubra 17 Fair Deadwood No No P2  --  1633 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1634 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1635 Red maple Acer rubrum 6 Good Small deadwood No No P2  --  1636 Black birch Betula lenta 6 Good Ovetopped No No P2  --  1637 Red oak Quercus rubra 25 Good Small deadwood No No P2  --  1638 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1639 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1640 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1641 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1642 Red oak Quercus rubra 22 Fair Deadwood No No P2  --  1643 Sugar maple Acer saccharum 5 Good Overtopped No No P2  --  1644 Black oak Quercus velutina 31 Fair Deadwood No No P2  --  1645 Red maple Acer rubrum 22 Fair Codominant at 3 feet No No P2  --  1646 Red oak Quercus rubra 17 Fair Deadwood No No P2  --  1647 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1648 Sugar maple Acer saccharum 4 Good Overtopped No No P2  --  1649 Red maple Acer rubrum 42 Fair Codominant at 2 feet No No P2  --  Page 56 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 5 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1650 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1651 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1652 Red maple Acer rubrum 23 Fair Leans. Deadwood No No P2  --  1653 American elm Ulmus americana 7 Dead Standing dead tree No Yes P2  --  1654 Black cherry Prunus serotina 9 Fair Deadwood No No P2  --  1655 Black gum Nyssa sylvatica 30 Fair Tri lead at 3 feet No No P2  --  1656 Red maple Acer rubrum 25 Fair Deadwood No No P2  --  1657 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1658 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  1659 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  --  1660 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1661 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1662 Black cherry Prunus serotina 14 Good Small deadwood No No P2  --  1663 Red maple Acer rubrum 7 Poor Broken top. Vines No Yes P2  --  1664 Red maple Acer rubrum 14 Fair Vines No No P2  --  1665 Sugar maple Acer saccharum 4 Fair Overtopped. Leans No No P2  --  1666 Red maple Acer rubrum 17 Good Small deadwood No No P2  --  1667 Red maple Acer rubrum 12 Good Small deadwood No No P2  --  1668 Red maple Acer rubrum 13 Good Small deadwood No No P2  --  1669 Red maple Acer rubrum 10 Fair Vines No No P2  --  1670 Sassafras Sassafras albidum 45 Fair Vines. Deadwood No No P2  --  1671 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1672 Norway maple Acer platanoides 9 Fair Vines Yes No P2  --  1673 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  1674 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  1675 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1676 Red maple Acer rubrum 12 Fair Leans No No P2  --  1677 Red maple Acer rubrum 24 Fair Deadwood No No P2  --  1678 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  --  1679 Sugar maple Acer saccharum 9 Fair Overtopped. Vines No No P2  --  1680 American elm Ulmus americana 5 Poor Significant bend No No P2  --  1681 American elm Ulmus americana 11 Fair Leans. Vines No No P2  --  1682 Sugar maple Acer saccharum 7 Fair Vines. Overtopped No No P2  --  1683 Sugar maple Acer saccharum 13 Fair Deadwood No No P2  --  1684 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1685 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  --  1686 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1687 Red maple Acer rubrum 22 Fair Deadwood. Vines No No P2  --  1688 Red maple Acer rubrum 8 Poor Overtopped. Bends. Vines No Yes P2  --  1689 Sugar maple Acer saccharum 8 Fair Overtopped. Vines No No P2  --  1690 Norway maple Acer platanoides 13 Good None Yes No P2  --  1691 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  1692 Sugar maple Acer saccharum 23 Fair Large deadwood No No P2  --  1693 Red maple Acer rubrum 27 Fair Codominant at 5 feet. Deadwood No No P2  --  1694 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1695 Red maple Acer rubrum 19 Fair Deadwood No No P2  --  1696 American elm Ulmus americana 7 Dead Standing dead tree No Yes P2  --  1697 Black cherry Prunus serotina 17 Fair Deadwood No No P2  --  Page 57 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 6 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1698 Red maple Acer rubrum 17 Good Deadwood No No P2  --  1699 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  1700 American elm Ulmus americana 4 Poor Covered in vines No Yes P2  --  1701 Red oak Quercus rubra 10 Fair Overtopped No No P2  --  1702 Red maple Acer rubrum 22 Fair Deadwood No No P2  --  1703 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1704 Red maple Acer rubrum 17 Fair Deadwood No No P2  --  1705 Tulip poplar Liriodendron tulipifera 5 Fair Overtopped No No P2  --  1706 Tulip poplar Liriodendron tulipifera 4 Fair Overtopped No No P2  --  1707 Red maple Acer rubrum 11 Fair Deadwood No No P2  --  1708 Red maple Acer rubrum 16 Good Deadwood No No P2  --  1709 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1710 Red maple Acer rubrum 13 Fair Tri lead No No P2  --  1711 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  1712 Red maple Acer rubrum 9 Fair Leans No No P2  --  1713 Red maple Acer rubrum 12 Fair Deadwood No No P2  --  1714 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1715 Red maple Acer rubrum 13 Fair Deadwood No No P2  --  1716 Red maple Acer rubrum 15 Fair Deadwood No No P2  --  1717 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1718 Red maple Acer rubrum 17 Fair Deadwood No No P2  --  1719 Red maple Acer rubrum 17 Good Deadwood No No P2  --  1720 Red maple Acer rubrum 14 Fair Deadwood No No P2  --  1721 Red maple Acer rubrum 18 Fair Deadwood No No P2  --  1722 Sassafras Sassafras albidum 6 Fair Overtopped. No No P2  --  1730 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1731 Sugar maple Acer saccharum 12 Fair Leans No No P2  --  1732 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1733 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1734 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1735 Red maple Acer rubrum 14 Fair Deadwood No No P2  --  1736 Red maple Acer rubrum 30 Poor Vines. Dieback. Large deadwood No Yes P2  --  1737 Red maple Acer rubrum 24 Poor Significant decay. Vines No Yes P2  --  1738 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1739 Red maple Acer rubrum 21 Fair Codominant at 4 feet No No P2  --  1740 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1741 Red maple Acer rubrum 15 Fair Codominant at 3 feet No No P2  --  1742 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1743 Red maple Acer rubrum 14 Fair Codominant at 2 feet No No P2  --  1744 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1745 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1746 Red maple Acer rubrum 8 Fair Overtopped No No P2  --  1747 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1748 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1749 Tulip poplar Liriodendron tulipifera 5 Fair Overtopped No No P2  --  1750 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1751 Red maple Acer rubrum 14 Fair Deadwood No No P2  --  1752 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  Page 58 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 7 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1753 Red maple Acer rubrum 9 Fair Overtopped No No P2  --  1754 Red maple Acer rubrum 10 Fair Deadwood No No P2  --  1755 White willow Salix alba 38 Fair Vines. Large deadwood No No P2  --  1756 Red maple Acer rubrum 9 Fair Overtopped No No P2  --  1757 Red maple Acer rubrum 10 Fair Small deadwood No No P2  --  1758 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1759 Red maple Acer rubrum 6 Poor Vines. Broken top No Yes P2  --  1760 Red maple Acer rubrum 17 Fair Tri lead at 2 feet No No P2  --  1761 Red maple Acer rubrum 15 Fair Codominant near base No No P2  --  1762 Red maple Acer rubrum 10 Fair Small deadwood No No P2  --  1763 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1764 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1765 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1766 Red maple Acer rubrum 10 Fair Small deadwood No No P2  --  1767 Red maple Acer rubrum 11 Good Small deadwood No No P2  --  1768 Red maple Acer rubrum 11 Fair Deadwood No No P2  --  1769 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1770 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1771 Red maple Acer rubrum 12 Fair Overtopped No No P2  --  1772 Red maple Acer rubrum 10 Fair Overtopped No No P2  --  1774 Red maple Acer rubrum 9 Fair Overtopped No No P2  --  1775 Red maple Acer rubrum 10 Fair Small deadwood No No P2  --  1776 Red maple Acer rubrum 7 Fair Small deadwood No No P2  --  1777 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  1778 Red maple Acer rubrum 9 Good Small deadwood No No P2  --  1779 Red maple Acer rubrum 7 Fair Vines. Overtopped No No P2  --  1780 Red maple Acer rubrum 15 Fair Deadwood No No P2  --  1791 Red maple Acer rubrum 9 Fair Overtopped No No P2  --  1792 Norway maple Acer platanoides 10 Fair Overtopped Yes No P2  --  1801 Red maple Acer rubrum 8 Fair Overtopped No No P2  --  1802 Red maple Acer rubrum 19 Good Small deadwood No No P2  --  1803 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1804 Red maple Acer rubrum 13 Fair Overtopped No No P2  --  1805 Red maple Acer rubrum 14 Fair Deadwood No No P2  --  1806 Sugar maple Acer saccharum 17 Good Small deadwood No No P2  --  1807 American elm Ulmus americana 7 Fair Overtopped No No P2  --  1808 Red maple Acer rubrum 20 Fair Leans No No P2  --  1809 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1810 Norway maple Acer platanoides 6 Good Overtopped Yes No P2  --  1811 Sycamore maple Acer pseudoplatanus 8 Good Overtopped Yes No P2  --  1812 American linden Tilia americana 23 Fair Deadwood No No P2  --  1813 Norway maple Acer platanoides 19 Good Vines Yes No P2   1814 Red maple Acer rubrum 20 Fair Deadwood No No P2  --  1815 Red maple Acer rubrum 11 Fair Deadwood No No P2  --  1816 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  --  1817 Sugar maple Acer saccharum 4 Fair Overtoppee No No P2  --  1818 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  1819 Sugar maple Acer saccharum 10 Fair Overtopped No No P2  --  Page 59 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 8 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1820 Red oak Quercus rubra 18 Fair Deadwood No No P2  --  1821 Sugar maple Acer saccharum 25 Fair Deadwood No No P2  --  1822 Sugar maple Acer saccharum 7 Fair Overtopped. Calloused wound in trunk No No P2  --  1823 Sugar maple Acer saccharum 18 Good Deadwood No No P2  --  1824 Sugar maple Acer saccharum 12 Good Small deadwood No No P2  --  1825 Norway maple Acer platanoides 4 Good None Yes No P2  --  1826 Norway maple Acer platanoides 13 Good None Yes No P2  --  1827 Sugar maple Acer saccharum 7 Fair Overtopped No No P2  --  1828 Sugar maple Acer saccharum 19 Good None No No P2  --  1829 American elm Ulmus americana 4 Fair Vines No No P2  --  1830 American elm Ulmus americana 5 Fair Vines No No P2  --  1831 Norway maple Acer platanoides 15 Good None Yes No P2  --  1832 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1833 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1834 Black cherry Prunus serotina 5 Fair Overtopped. Vines No No P2  --  1835 Red maple Acer rubrum 25 Fair Vines. Deadwood No No P2  --  1836 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1837 American elm Ulmus americana 10 Dead Standing dead tree No Yes P2  --  1838 Sugar maple Acer saccharum 10 Fair Vines No No P2  --  1839 Sugar maple Acer saccharum 6 Fair Vines No No P2  --  1840 Sugar maple Acer saccharum 10 Fair Overtopped No No P2  --  1841 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1842 Red maple Acer rubrum 24 Fair Vines. Deadwood No No P2  --  1843 Red maple Acer rubrum 6 Fair Overtopped. Leans No No P2  --  1844 Red maple Acer rubrum 10 Fair Overtopped. Leans No No P2  --  1845 Red maple Acer rubrum 8 Good Overtopped No No P2  --  1846 Red maple Acer rubrum 9 Fair Self correcting lean No No P2  --  1847 Red maple Acer rubrum 13 Dead Standing dead tree No Yes P2  --  1848 Red maple Acer rubrum 25 Fair Codominant at base. Deadwood No No P2  --  1849 American elm Ulmus americana 8 Good None No No P2  --  1850 American linden Tilia americana 23 Poor Decay No Yes P2  --  1851 American elm Ulmus americana 7 Poor Covered in vines No Yes P2  --  1852 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  1853 Red oak Quercus rubra 14 Fair Vines No No P2  --  1854 Red oak Quercus rubra 30 Fair Deadwood No No P2  --  1855 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  1856 American elm Ulmus americana 6 Fair Overtopped No No P2  --  1857 American elm Ulmus americana 5 Dead Standing dead tree No Yes P2  --  1858 American elm Ulmus americana 9 Fair Overtopped No No P2  --  1859 Red oak Quercus rubra 6 Fair Overtopped No No P2  --  1860 Red oak Quercus rubra 34 Fair Deadwood No No P2  --  1861 Red oak Quercus rubra 5 Fair Overtopped No No P2  --  1862 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1863 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1864 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  1865 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  1866 Black oak Quercus velutina 21 Fair Vines. Deadwood No No P2  --  1867 Red maple Acer rubrum 13 Fair Vines. No No P2  --  Page 60 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 9 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1868 Red maple Acer rubrum 22 Good Small deadwood No No P2  --  1869 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1870 Red maple Acer rubrum 8 Good Small deadwood No No P2  --  1871 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  1872 Red oak Quercus rubra 8 Fair Overtopped No No P2  --  1873 Norway maple Acer platanoides 9 Good None Yes No P2  --  1874 Tulip poplar Liriodendron tulipifera 32 Fair Deadwood No No P2  --  1875 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  1876 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1877 Red maple Acer rubrum 14 Good Small deadwood No No P2  --  1878 Red maple Acer rubrum 21 Good Small deadwood No No P2  --  1879 Red maple Acer rubrum 9 Fair Small deadwood No No P2  --  1880 Sugar maple Acer saccharum 11 Good Small deadwood No No P2  --  1882 Red maple Acer rubrum 6 Fair Small deadwood No No P2  --  1883 Sugar maple Acer saccharum 4 Fair Small deadwood No No P2  --  1884 American elm Ulmus americana 5 Fair Overtopped No No P2  --  1885 Red oak Quercus rubra 7 Fair Overtopped No No P2  --  1886 Tulip poplar Liriodendron tulipifera 31 Fair Deadwood No No P2  --  1887 Sugar maple Acer saccharum 7 Fair Small deadwood No No P2  --  1888 Sugar maple Acer saccharum 4 Fair Overtopped. Vines No No P2  --  1889 Flowering dogwood Cornus florida 4 Poor Overtopped. Dieback No No P2  --  1890 Red maple Acer rubrum 17 Fair Deadwood. Vines No No P2  --  1891 Tulip poplar Liriodendron tulipifera 33 Fair Deadwood No No P2  --  1895 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  1896 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1897 Red oak Quercus rubra 14 Fair Deadwood No No P2  --  1898 American elm Ulmus americana 4 Fair Overtopped No No P2  --  1899 Red maple Acer rubrum 19 Good Small deadwood No No P2  --  1900 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  1901 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  --  1902 Red maple Acer rubrum 11 Fair Overtopped No No P2  --  1903 Red maple Acer rubrum 10 Fair Overtopped No No P2  --  1904 Red maple Acer rubrum 9 Dead Standing dead tree No Yes P2  --  1905 Red oak Quercus rubra 15 Good Small deadwood No No P2  --  1906 Sugar maple Acer saccharum 17 Fair Codominant at 5 feet No No P2  --  1907 Red maple Acer rubrum 14 Good Small deadwood No No P2  --  1908 Red maple Acer rubrum 13 Fair Deadwood No No P2  --  1909 Red maple Acer rubrum 18 Fair Deadwood No No P2  --  1910 Red maple Acer rubrum 10 Fair Overtopped No No P2  --  1911 Sugar maple Acer saccharum 14 Good Small deadwood No No P2  --  1912 Red maple Acer rubrum 13 Fair Deadwood No No P2  --  1913 Red maple Acer rubrum 9 Poor Broken top. Decay in trunk No Yes P2  --  1914 Red oak Quercus rubra 21 Fair Deadwood No No P2  --  1915 Tulip poplar Liriodendron tulipifera 25 Fair Deadwood No No P2  --  1916 Red maple Acer rubrum 11 Fair Overtopped No No P2  --  1917 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  1918 Red maple Acer rubrum 4 Fair Overtopped No No P2  --  1919 Red maple Acer rubrum 17 Fair Deadwood No No P2  --  Page 61 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 10 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 1920 Red maple Acer rubrum 22 Fair Vines No No P2  --  1921 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1922 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1923 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1924 Red maple Acer rubrum 16 Fair Codominant at base No No P2  --  1925 Sugar maple Acer saccharum 5 Poor Overtopped. Vines No No P2  --  1926 Red maple Acer rubrum 14 Good Small deadwood No No P2  --  1927 Sugar maple Acer saccharum 7 Fair Overtopped. No No P2  --  1928 Sugar maple Acer saccharum 8 Fair Overtopped. No No P2  --  1929 Norway maple Acer platanoides 8 Good None Yes No P2  --  1965 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  --  1966 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  1967 Black birch Betula lenta 16 Fair Deadwood No No P2  --  1971 Sugar maple Acer saccharum 7 Fair Overtopped. No No P2  --  1972 Red oak Quercus rubra 20 Fair Deadwood No No P2  --  1979 Red oak Quercus rubra 23 Fair Deadwood No No P2  --  1980 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1981 Red maple Acer rubrum 6 Fair Overtopped No No P2  --  1982 Shagbark hickory Carya ovata 11 Good Small deadwood No No P2  --  1983 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  1984 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  --  1985 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No P2  --  1986 Sugar maple Acer saccharum 13 Good Small deadwood No No P2  --  1987 Red maple Acer rubrum 20 Good Small deadwood No No P2  --  1988 Red maple Acer rubrum 10 Fair Overtopped No No P2  --  1989 Red maple Acer rubrum 7 Fair Overtopped No No P2  --  1990 Red maple Acer rubrum 5 Fair Overtopped No No P2  --  1996 Sassafras Sassafras albidum 7 Fair Overtopped. Vines No No P2  --  1997 Red oak Quercus rubra 23 Good Deadwood No No P2  --  1998 Sassafras Sassafras albidum 5 Fair Overtopped. No No P2  --  1999 Sassafras Sassafras albidum 6 Fair Overtopped. No No P2  --  4005 Sugar maple Acer saccharum 14 Fair Deadwood. Vines No No P2  --  4006 Sugar maple Acer saccharum 10 Fair Deadwood No No P2  --  4010 Sugar maple Acer saccharum 10 Fair Vines No No P2  --  4011 Sugar maple Acer saccharum 9 Fair Vines No No P2  --  4014 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  4015 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  4016 Sugar maple Acer saccharum 10 Fair Overtopped No No P2  --  4017 Norway maple Acer platanoides 10 Fair Vines Yes No P2  --  4018 Sugar maple Acer saccharum 13 Good None No No P2  --  4019 Sugar maple Acer saccharum 13 Fair Vines No No P2  --  4020 Red oak Quercus rubra 13 Fair Vines No No P2  --  4034 Sweet cherry Prunus avium 6 Fair Overtopped No No P2  --  4040 Sugar maple Acer saccharum 4 Fair Vines. Overtopped No No P2  --  4041 Black cherry Prunus serotina 13 Fair Vines No No P2  --  4045 Sugar maple Acer saccharum 5 Fair Overtopped No No P2  --  4046 Sugar maple Acer saccharum 9 Fair Vines No No P2  --  4047 Sugar maple Acer saccharum 6 Fair Vines. Overtopped No No P2  --  Page 62 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 11 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4048 Sugar maple Acer saccharum 5 Fair Vines No No P2  --  4052 Sugar maple Acer saccharum 13 Good Small deadwood No No P2  --  4083 American elm Ulmus americana 8 Fair Overtopped No No P2  --  4087 Sugar maple Acer saccharum 10 Fair Deadwood No No P2  --  4088 Sugar maple Acer saccharum 11 Fair Deadwood No No P2  --  4089 Sugar maple Acer saccharum 17 Fair Deadwood No No P2  --  4090 Red oak Quercus rubra 10 Fair Overtopped No No P2  --  4091 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  --  4092 Sugar maple Acer saccharum 14 Fair Deadwood No No P2  --  4094 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  4095 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  4096 Norway maple Acer platanoides 11 Fair Deadwood Yes No P2  --  4097 Red oak Quercus rubra 23 Fair Deadwood No No P2  --  4098 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  4099 Sugar maple Acer saccharum 11 Fair Overtopped No No P2  --  4100 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  4101 Red maple Acer rubrum 8 Fair Overtopped No No P2  --  4108 Red oak Quercus rubra 6 Poor Overtopped. Deadwood No No P2  --  4109 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  4110 Red maple Acer rubrum 13 Fair Deadwood No No P2  --  4111 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  4112 Norway maple Acer platanoides 10 Good Overtopped Yes No P2  --  4113 Norway maple Acer platanoides 9 Good Overtopped Yes No P2  --  4114 Sugar maple Acer saccharum 19 Fair Deadwood No No P2  --  4115 Red maple Acer rubrum 15 Fair Deadwood No No P2  --  4116 Sugar maple Acer saccharum 13 Fair Deadwood No No P2  --  4118 Norway maple Acer platanoides 17 Fair Deadwood Yes No P2  --  4119 Norway maple Acer platanoides 15 Fair Deadwood Yes No P2  --  4120 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  4126 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  4127 Norway maple Acer platanoides 11 Good Small deadwood Yes No P2  --  4128 Norway maple Acer platanoides 7 Fair Overtopped Yes No P2  --  4129 Red oak Quercus rubra 34 Fair Large deadwood No No P2  --  4130 Norway maple Acer platanoides 4 Fair Overtopped Yes No P2  --  4131 Sugar maple Acer saccharum 4 Fair Overtopped No No P2  --  4132 Sugar maple Acer saccharum 8 Fair Overtopped No No P2  --  4180 Red oak Quercus rubra 20 Fair Deadwood. No No P2  --  4181 Norway maple Acer platanoides 29 Fair Deadwood Yes No P2  --  4182 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  4183 Sugar maple Acer saccharum 13 Fair Deadwood No No P2  --  4184 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  4185 Sugar maple Acer saccharum 6 Fair Overtopped No No P2  --  4186 Norway maple Acer platanoides 21 Fair Deadwood Yes No P2  --  4187 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  4188 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  4189 Norway maple Acer platanoides 5 Fair Deadwood Yes No P2  --  4190 Norway maple Acer platanoides 17 Fair Deadwood Yes No P2  --  4191 Sugar maple Acer saccharum 12 Fair Deadwood No No P2  --  Page 63 SavATree Consulting Group 2003 Crompond Road 2026 Tree Inventory Data 12 of 12 Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Parcel # Removal Reason for Removal Protected 25% Slopes on Condition? 4192 Norway maple Acer platanoides 24 Good None Yes No P2  --  4206 Sugar maple Acer saccharum 11 Fair Overtopped No No P2  --  4207 Norway maple Acer platanoides 8 Fair Deadwood Yes No P2  --  4208 Sugar maple Acer saccharum 16 Fair Overtopped No No P2  --  4209 Sugar maple Acer saccharum 9 Fair Overtopped No No P2  --  4210 Sugar maple Acer saccharum 14 Fair Deadwood No No P2  --  4211 Norway maple Acer platanoides 12 Fair Overtopped Yes No P2  --  4212 Norway maple Acer platanoides 21 Good Deadwood Yes No P2  --  4213 Norway maple Acer platanoides 9 Fair Overtopped Yes No P2  --  4214 Norway maple Acer platanoides 13 Fair Deadwood Yes No P2  --  4215 Sugar maple Acer saccharum 12 Fair Deadwood No No P2  --  4216 Norway maple Acer platanoides 5 Fair Overtopped Yes No P2  --  4217 Sugar maple Acer saccharum 29 Poor Large deadwood. Dieback No Yes P2  --  4224 Sugar maple Acer saccharum 15 Fair Overtopped No No P2  --  4225 Sugar maple Acer saccharum 12 Fair Overtopped No No P2  --  4226 Sugar maple Acer saccharum 17 Fair Deadwood No No P2  --  4227 Sweet cherry Prunus avium 13 Fair Leans No No P2  --  4228 Norway maple Acer platanoides 17 Fair Deadwood Yes No P2  --  4229 Sugar maple Acer saccharum 23 Fair Deadwood No No P2  --  4230 Norway maple Acer platanoides 25 Fair Deadwood Yes No P2  --  4231 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  --  4232 Norway maple Acer platanoides 21 Good Deadwood Yes No P2  --  4233 Norway maple Acer platanoides 18 Fair Deadwood Yes No P2  --  4234 Norway maple Acer platanoides 20 Fair Deadwood Yes No P2  --  4235 Norway maple Acer platanoides 8 Fair Overtopped Yes No P2  --  4236 Sugar maple Acer saccharum 11 Fair Overtopped No No P2  --  4257 Black cherry Prunus serotina 10 Poor Covered in vines No Yes P2  --  4333 American elm Ulmus americana 12 Fair Vines No No P2  --  4334 American elm Ulmus americana 12 Fair Vines. Deadwood No No P2  --  4335 Red maple Acer rubrum 4 Fair Vines No No P2  --  4361 Norway maple Acer platanoides 6 Fair Overtopped Yes No P2  --  4376 Norway maple Acer platanoides 18 Good Deadwood Yes No P2  --  4638 Japanese maple Acer palmatum 6 Good Overtopped No No P2  --  4639 Sugar maple Acer saccharum 38 Poor Dieback. Large deadwood. Basal decay No Yes P2  --  4640 Black cherry Prunus serotina 7 Good None No No P2  --  9019 Red maple Acer rubrum 7 Fair Leans No No P2  --  9020 Red maple Acer rubrum 10 Dead Significant dieback No Yes P2  --  9021 American elm Ulmus americana 4 Fair None No No P2  --  9022 Red maple Acer rubrum 27 Fair Tri lead No No P2  --  9023 Red maple Acer rubrum 12 Good None No No P2  --  9024 Red maple Acer rubrum 20 Fair Tri lead No No P2  --  9025 Red maple Acer rubrum 10 Fair Deadwood No No P2  --  9026 Red maple Acer rubrum 12 Fair Tri lead No No P2  --  Page 64 2003 Crompond Road (TAX LOTS: 33.12-2-8, 33.12-2-7) Town of Cortlandt, New York Subdivision and Site Plan Application - Parcel 2 May 20, 2026, Revised August 19, 2026 LOCATION MAP ZONING TABLE LIST OF DRAWINGS LIST OF DRAWINGS No. Name By Scale Date COVER SHEET DTSP 08/19/26 SP-0.1 PARCEL 2 - MASTER SITE PLAN AND KEY PLAN DTSP 1" = 60' 08/19/26 SP-0.2 PRELIMINARY SUBDIVISION PLAN DTSP 1" = 60' 08/19/26 SP-0.3 PARCEL 2 - OVERALL SITE PLAN DTSP 1" = 40' 08/19/26 SP-1.1-1.2 PARCEL 2 - SITE LAYOUT PLAN DTSP 1" = 30' 08/19/26 SP-2.1-2.2 PARCEL 2 - SITE GRADING AND DRAINAGE PLAN DTSP 1" = 30' 08/19/26 SP-3.1-3.2 SITE UTILITY PLAN DTSP 1" = 30' 08/19/26 SP-4.1-4.2 PARCEL 2 - SITE LANDSCAPE PLAN DTSP 1" = 30' 08/19/26 SP-4.3 PARCEL 2 - PLANT LIST AND PLANTING DETAILS DTSP NTS 08/19/26 SP-5.1-5.2 PARCEL 2 - SITE LIGHTING PLAN DTSP 1" = 30' 08/19/26 SP-5.3 PARCEL 2 - SITE LIGHTING DETAILS DTSP NTS 08/19/26 SP-6.1-6.4 SITE AND UTILITY DETAILS DTSP NTS 08/19/26 SP-8.0-8.1 DRIVEWAY PROFILES DTSP AS NOTED 08/19/26 SP-9.0 STORM PROFILES DTSP AS NOTED 08/19/26 SP-9.1 STORM PROFILES DTSP AS NOTED 08/19/26 SP-9.2 SEWER PROFILES DTSP AS NOTED 08/19/26 SP-9.3 SEWER PROFILES DTSP AS NOTED 08/19/26 SP-9.4 WATER PROFILES DTSP AS NOTED 08/19/26 SP-11.0 PARCEL 2 - WETLAND CREATION AND EXPANSION PLAN TMA 1" = 30' 08/19/26 SP-12.0 PARCEL 2 - TREE REMOVALS PLAN DTSP 1" = 40' 08/19/26 PARCEL 2 - EMERGENCY SERVICE VEHICLE BASE MAP SOURCE: WESTCHESTER GIS SP-13.0 DTSP 1" = 40' 08/19/26 MANEUVERING PLAN EX-1.1-1.2 EXISTING CONDITIONS PLAN DTSP 1" = 30' 08/19/26 LEGEND DTSP DTS PROVIDENT DESIGN ENGINEERING, LLP TMA TIM MILLER ASSOCIATES DEMOGRAPHIC INFORMATION PLANNER, CIVIL ENGINEER, AND OWNER / APPLICANT CONTRACT VENDEE LANDSCAPE ARCHITECT ARCHITECT LAND USE ATTORNEY SURVEYOR WETLANDS CONSULTANT V.S. CONSTRUCTION CORPORATION LENNAR CORPORATION HOLLIDAY ARCHITECTS ZARIN & STEINMETZ DANIEL T. MERRITTS, PLS TIM MILLER ASSOCIATES, INC. 37 CROTON DAM ROAD 2465 KUSER ROAD, FLOOR 3 DTS P O DENT  JACKSON COMMONS 81 MAIN STREET 394 BEDFORD ROAD 10 NORTH STREET OSSINING, NY 10562 HAMILTON, NJ 08690 ntelligent Land se SUITE A4 WHITE PLAINS, NY 10601 PLEASANTVILLE, NY 10570 COLD SPRING, NY 10516 DTSProvidentDesignEngineering,LLP 30 JACKSON ROAD OneNorthBroadway WhitePlains,NY10601 MEDFORD, NJ 08055 P:914.428.0010 F:914.428.0017 Page 65 JAN LAN ET E PARCEL 2 SP-X.1 100' WETLAND BUFFER EVERGREEN MANOR 100' NONDISTURBANCE AREA R-10 Town of Cortlandt, New York Λ Λ Λ Λ Λ WN 9 E Λ DRIV YOR D I N G PROPERTY LINE, Λ Λ KTO (TYP.) 0 Λ CK Λ SHA I N G 1 IL Λ | Λ ARA Λ Λ BU FFER Λ Λ TAM Λ 30' SIDE YARD SETBACK/ ILD Λ | NONDISTURBANCE AREA Λ BU Λ Λ | Λ OWNER / APPLICANT Λ Λ SE Λ V.S. CONSTRUCTION CORPORATION CHA WN I N G 8 Λ | Λ 37 CROTON DAM ROAD A ND Λ OSSINING, NY 10562 Λ YOR U I L D Λ | ARE ION WETLAND BUFFER Λ MAG KTO N Λ LANE OLIA RETE IO NT B A Λ B Λ PLANNER, CIVIL ENGINEER, LANDSCAPE Λ 1 | Λ ARCHITECT SHA I N G 1 Λ R-40 FFER Λ | Λ Λ DTS P O DENT ILD Λ  FLAGGED Λ | ntelligent Land se Λ Λ BU JULY BELLA ED BY WETLAND Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 LA LAGG 5 Λ Λ SE 202 One North Broadway Λ Λ CHA WN I N G 7 F White Plains, NY 10601 Λ Λ 14, NDS 100' NONDISTURBANCE AREA Λ Λ AND Λ Λ P: 914.428.0010 LA Λ Λ WET YOR U I L D 2 F: 914.428.0017 Λ SHA N G 1 10 Λ 0' KTO WE FFER Λ Λ CONTRACT VENDEE B PROPERTY LINE, TLA Λ 100 I ND Λ 'W ILD (TYP.) BU ETL Λ LENNAR CORPORATION Λ F FE AN R DB Λ BU UFF ER 2465 KUSER ROAD, FLOOR 3 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ HAMILTON, NJ 08690 Λ Λ SE Λ Λ Λ CHA WN I N G 6 Λ Λ Λ ARCHITECT - PARCEL 2 Λ Λ Λ BUILDING AND Λ 15 Λ Λ SHAFFER HOLLIDAY ARCHITECTS Λ YOR U I L D • Λ RET BIO Λ 13 Λ JACKSON COMMONS • ENT Λ KTO ARE ION G Λ IN Λ • BIRC B A L D FFER SUITE A4 Λ I LAN HWOO Λ B U SHA • Λ 30 JACKSON ROAD Λ E D • Λ • Λ MEDFORD, NJ 08055 • Λ • Λ BIO ION • 17 • Λ ENT • T Λ • RE AREA LAND USE ATTORNEY BUILDING SHAFFER • Λ Λ • 100 ZARIN & STEINMETZ Λ ' WE • TLA Λ ND 81 MAIN STREET 30' SIDE YARD SETBACK/ SE BUF Λ FER D CHA NONDISTURBANCE AREA WHITE PLAINS, NY 10601 Λ N AN G 5 E 1 Λ RIV PARCEL 2 Λ PROPERTY LINE, YORK U I L D I N D Λ PROPOSED 25 FT. WIDE SURVEYOR BIO RET CK WATER EASEMENT (TYP.) Λ SP-X.2 RA TOW Λ 14 DANIEL T. MERRITTS, PLS MA Λ G . B IN Λ 394 BEDFORD ROAD TA L D FFER | I Λ B U SHA PLEASANTVILLE, NY 10570 Λ Λ Λ 16 18 Λ WETLAND CONSULTANT Λ BUILDING SHAFFER | BUILDING Λ SHAFFER | PROPOSED SNOW TIM MILLER ASSOCIATES, INC. 100' WETLAN Λ STORAGE AREA AREA EASEMENT (TYP.) Λ SHAF N G 3 10 NORTH STREET | | Λ SE COLD SPRING, NY 10516 Λ FER R-10 CHA ENTION AND 4 | Λ LDI | WN I N G Λ D BUFF Λ | BUI BIO RETENTION AREA Λ | YOR B U I L D BIO RET Λ ER Λ KTO Λ | Λ (MATCHLINE,TYP,) (MATCHLINE,TYP,) | | | Λ Λ Λ Λ Λ Λ Λ • | Λ • Λ KTO G 2 | Λ • WN Λ YOR D I N Λ | Λ Λ IL R-40 Λ Λ B U I L D I N G 19 BU Λ Λ SHAFFER Λ B U I L D I N G 20 Λ Λ Λ SHAFFER Λ BU Λ ILD Λ SHA I N G 1 Λ Λ FFER Λ AREAION • Λ Λ Λ Λ Λ CYPR Λ Λ Λ • Λ Λ 30' SIDE YARD SETBACK/ Λ Λ Λ Λ Λ Λ RETE IO ESS L Λ • Λ Λ Λ NT Λ Λ Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ Λ ANE Λ Λ Λ Λ Λ B NONDISTURBANCE AREA Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 1-800-962-7962 OR 811 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPOSED 20 FT. WIDE Λ Λ Λ Λ Λ Λ Λ DRAINAGE EASEMENT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ E Λ Λ Λ Λ Λ Λ Λ Λ ENU Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ E AV Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ YETT Λ Λ Λ Λ | | Λ Λ Λ Λ FLA Λ Λ 100.0 Λ WET ' Λ LAFA Λ GG ABELLA GED B Λ Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED LAN A Λ Λ Λ E ED J Λ Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT AR L Λ D Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Λ S Λ U | ON Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND FLA L | Λ Y Λ I Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER X NT Λ Λ 14, Λ G WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ TE 202 Λ RE Λ Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 5 8.0' Λ O MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Y BI Λ Λ Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ | Λ | ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ Λ Λ SHOWN BY THESE DRAWINGS. Λ Λ Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ Λ Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ Λ Λ | 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ PROPOSED 10 FT. WIDE 30' FRONT YARD SETBACK Λ WETLAND BUFFER Λ Λ DRAINAGE EASEMENT Λ Copyright DTS Provident Design Engineering, LLP 2025 Λ Λ Λ E All rights reserved. Λ LAN Λ Λ Λ FIRE Λ Λ Λ FLAGGED WETLAND NOT FOR CONSTRUCTION Λ Λ Λ Λ Λ Λ Λ E Λ Λ LAN Con crete FIRE Λ Λ Λ Pad PROPERTY LINE, Λ Y) MOD Λ Λ (TYP.) Λ NAN CY LA E ENC FAC ILIT Λ I D Λ Λ S E Λ E NE I N G R RY CAR CROMPOND ROAD Λ LIV O Λ Λ Λ I S T ED / MEM Λ D IMPROVEMENTS PER COLLIERS Λ SS G OA Λ D A LIVIN Λ Λ E R S ND Λ Λ PO R 2 Λ IO PO 35/20 Λ Λ Λ 100' NONDISTURBANCE AREA PRO T SEN M Λ Λ N CRO OUTE Λ E Λ END Λ Λ EP R 30.0 Λ (IND 18.5 Λ Λ Λ ' ' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ CONKLIN AVENUE Λ R-10 Λ 30' FRONT YARD SETBACK 30. Λ Λ 0' Λ Λ Λ Λ PARCEL 2 - Λ Λ MASTER SITE PLAN Λ OGDEN AVENUE Λ Λ Λ R-10 AND KEY PLAN TAYLOR AVENUE SP-0.1 EXPIRES 7/31/29 Page 66 299.94' N 78° 14' 00" W 299. 45' 299.94' 0" W N 64° PROPOSED PARCEL 2 59' 0 5' 3 0" W NEW TAX LOT 33.12-2-7 EVERGREEN MANOR 0° 3 AREA = 765,451.910 Sq.Ft. = 17.572 Acres S3 Town of Cortlandt, New York 46 45 47 N 11° 58' 00" E 44 48 43 49 42 50 41 OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION MO POSED 40 363.59' 37 CROTON DAM ROAD PR O NUM 39 OSSINING, NY 10562 ENT 51 38 52 PLANNER, CIVIL ENGINEER, LANDSCAPE 37 0.00' ARCHITECT 53 ' .54 36 DTS P O DENT  432 54 ntelligent Land se JULY BELLA ED BY 35 DTS Provident Design Engineering, LLP CA #: 0017846 LA LAGG 5 202 One North Broadway 34 F White Plains, NY 10601 14, NDS N 74° 35' 00" W 33 55 P: 914.428.0010 LA 144.90' WET F: 914.428.0017 32 56 CONTRACT VENDEE 31 57 PROPERTY LINE, TYP. LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 30 HAMILTON, NJ 08690 0" W 76 6' 0 29 ARCHITECT - PARCEL 2 0" E 1° 0 28 65 66 67 HOLLIDAY ARCHITECTS 68 69 77 N 18° 07' 0 JACKSON COMMONS S3 27 61 SUITE A4 60 78 30 JACKSON ROAD 59 MEDFORD, NJ 08055 58 26 79 LAND USE ATTORNEY 25 ZARIN & STEINMETZ ' 80 .76 81 MAIN STREET 308 24 R=60.00' L=301.53' WHITE PLAINS, NY 10601 RIGHT OF WAY 23 PARCEL 81 AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE = 0.958 Acres WATER EASEMENT 70 SURVEYOR 22 64 DANIEL T. MERRITTS, PLS 21 14 63 71 82 394 BEDFORD ROAD 62 PLEASANTVILLE, NY 10570 5.0 0 ' 13 =2 =2 3.55' 72 83 WETLAND CONSULTANT 20 430.41' R L PROPOSED SNOW STORAGE AREA TIM MILLER ASSOCIATES, INC. 19 84 .0 0 ' 12 S 13° 51' 45" W EASEMENT (TYP.) 73 10 NORTH STREET L=23.55' R=25.00' L= 25 127.62' COLD SPRING, NY 10516 18 2 85 3. 11 R= 74 55 ' "W 17 127.62' ' 20 16 10 75 86 ° 15 S 30 15 9 S 13° 51' 45" W 127.62' 8 ' 00" E N 19° 38.44' S 68° 33' 00" E 7 92 37.31' 80 6 ' .41 L=123.81' 93 R=330.00' 94 95 96 S 60° 49' 00" E 87 88 312 N 59 5 89 90 91 22.36' ° 42 4 MONUMENT N 60 ' 44 "W 3 R=280.00' ° 49 2 PROPOSED L=154.34' ' 00 " W1 1 160 60.0 71' 470 .05' 5' THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY .61 . ' PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 106 470 N5 1-800-962-7962 OR 811 .61 5° ' 14 PROPOSED 20 FT. WIDE ' 20 DRAINAGE EASEMENT "W 16 E 9.9 4" N2 2' '4 9° 0 6' 1 .6 26 9 34. " E 89 45° 65' 7' 2' FLA .6 N WET 59 GG ABELLA GED B PRO NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED LAN NEW POSED ED J BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT L ARE TAX LO PARCE D DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE S U A= L3 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND FLA L T 33 N 45° 22' 53" E Y 83 .1 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER = 1. ,785.14 2-2-1 14, G 65.83' WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 923 3 202 Acr Sq.Ft. es WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 5 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Y PROPOSED OPEN SPACE PARCEL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF (NOT A BUILDING LOT) ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS N 31° 41' 31" E SHOWN BY THESE DRAWINGS. 68.52' LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 107.22' YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 216.77' DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION "W 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. ' 40 PROPOSED 10 FT. WIDE S 76° 13' 31" E DRAINAGE EASEMENT S 76° 13' 31" E 109.88 Acr 3 Sq.Ft. S' 67° 5 A = X LOT 3 RCEL 1 = 6. 597.66 2-2-8 R=47.00' ° 52 4' 29" Copyright DTS Provident Design Engineering, LLP 2025 S 77 L=51.51' E All rights reserved. E 3" 3.1 S 29 '4 ° 37 64.77' es PA 42 NOT FOR CONSTRUCTION 8 ° N7 ' 03 NEW POSED PR UM 028 MO 262, "W ' OP EN W .67 TA N 3" 3 PRO Con OS T ' 0 25 37 crete ED 7° ' Pad 7 ARE S .77 64 S 14° 16' 59" E R=34.00'25.70' L=49.52' N 69° 09' 32" E 11.27' N 79° 23' 56" E 150.32' .16' PRELIMINARY SUBDIVISION 648 N 77° 40' 07" E 91.20' PLAN N 75° 56' 17" E 239.42' "E 25' 10 N 84° . 74' 142 N 75° 56' 17" E 57.92' SP-0.2 EXPIRES 7/31/29 Page 67 PROPERTY LINE EVERGREEN MANOR 100' WETLAND BUFFER Town of Cortlandt, New York 100' NONDISTURBANCE AREA Λ Λ Λ Λ Λ Λ Λ Λ WN 9 Λ OWNER / APPLICANT Λ YOR D I N G Λ IVE Λ V.S. CONSTRUCTION CORPORATION Λ KT O K DR 0 37 CROTON DAM ROAD Λ SHA I N G 1 Λ C Λ IL ARA Λ OSSINING, NY 10562 Λ Λ Λ TAM Λ BU FFER Λ 100' NONDISTURBANCE AREA Λ Λ Λ Λ ILD PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Λ ARCHITECT Λ BU Λ Λ DTS P O DENT Λ  Λ PROPERTY LINE Λ ntelligent Land se Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ SE Λ One North Broadway CHA Λ WN I N G 8 White Plains, NY 10601 Λ Λ P: 914.428.0010 Λ AND F: 914.428.0017 Λ M Λ O PRO YOR U I L D Λ NUM SED CONTRACT VENDEE Λ 30' SIDE YARD SETBACK/ EL. 3 SIN PO Λ 93 NONDISTURBANCE AREA BA ENT Λ KTO LENNAR CORPORATION Λ (BOT RATION B Λ 2465 KUSER ROAD, FLOOR 3 TOM Λ HAMILTON, NJ 08690 Λ LT Λ INFI 1 Λ SHA I N G 1 Λ ARCHITECT - PARCEL 2 Λ FLAGGED WETLANDS Λ FFER Λ HOLLIDAY ARCHITECTS Λ Λ WETLAND BUFFER JACKSON COMMONS Λ ILD Λ SUITE A4 Λ Λ Λ 30 JACKSON ROAD BU D BY Λ Λ MEDFORD, NJ 08055 Λ Λ LAB LAGGE Λ Λ 5 Λ PROPERTY LINE Λ SE LAND USE ATTORNEY 202 Λ JULY ELLA Λ CHA Λ Λ WN I N G 7 DS F ZARIN & STEINMETZ Λ 14, Λ Λ Λ 81 MAIN STREET Λ AND Λ LAN Λ Λ WHITE PLAINS, NY 10601 Λ Λ WET Λ YOR U I L D 2 Λ Λ SHA I N G 1 SURVEYOR Λ Λ KT O Λ 10 FFER Λ 0' DANIEL T. MERRITTS, PLS Λ B Λ WE TLA Λ ND 394 BEDFORD ROAD Λ ILD BU 100 PLEASANTVILLE, NY 10570 Λ 'W Λ F FE ETL Λ R AN DB Λ BU UFF ER Λ WETLAND CONSULTANT Λ Λ Λ Λ RO Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TIM MILLER ASSOCIATES, INC. AD Λ Λ Λ Λ SE 10 NORTH STREET Λ D Λ Λ CHA Λ COLD SPRING, NY 10516 Λ Λ WN I N G 6 Λ Λ Λ Λ Λ Λ AND BUILDING Λ Λ 15 Λ Λ SHAFFER Λ Λ • YOR U I L D Λ Λ • Λ Λ •• 13 Λ Λ •• KTO Λ G Λ IN R •• Λ Λ B IL D FE Λ Λ •• •• B U SHAF Λ Λ •• BIRC Λ Λ HWO •• OD L •• Λ Λ A NE Λ Λ •• •• Λ •• •• Λ 17 •• •• Λ BIO RET •• Λ •• E ARE NTION Λ •• A •• BUILDING SHAFFER Λ •• Λ •• Λ Λ C •• 100 Λ ' WE D •• TLA OA Λ ND SE E B Λ UFF R ER Λ D CHA THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY N AN G 5 Λ ROAD PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 Λ Λ EXISTING TREES Λ YORK U I L D I N IVE Λ TO REMAIN DR Λ CK Λ RA TOW Λ ROAD B MA Λ 14 TA Λ G B IN R Λ D Λ IL FE B U SHAF Λ Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 16 Λ 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. BUILDING Λ SHAFFER BUILDING SHAFFER WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHAF N G 3 Λ SHOWN BY THESE DRAWINGS. 100' WETLAN Λ SE Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW FER PROPERTY LINE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ CHA WN I N G 4 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ LDI 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ AND D BUFFER M EL. 39 IN Λ 5) BUI S Copyright DTS Provident Design Engineering, LLP 2025 Λ INFILTRATION BASIN TION BA All rights reserved. Λ YOR B U I L D (BOTTOM EL. 385) Λ NOT FOR CONSTRUCTION Λ INFILTRA (BOTTO Λ KTO Λ Λ Λ Λ Λ Λ Λ ROAD A Λ PROPERTY LINE Λ Λ Λ Λ • Λ • ROA Λ • Λ DF Λ KTO G 2 • 100' NONDISTURBANCE AREA Λ Λ WN • Λ YOR D I N Λ Λ Λ Λ IL Λ Λ Λ B U I L D I N G 19 Λ BU Λ Λ Λ SHAFFER Λ B U I L D I N G 20 Λ Λ Λ Λ SHAFFER Λ Λ BU Λ ILD Λ Λ SHA I N G 1 Λ Λ Λ Λ FFER Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ • Λ BIO RETENTION Λ Λ Λ Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ AREA Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ CYPR Λ Λ Λ Λ Λ Λ ESS Λ Λ Λ PARCEL 2 - L ANE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ OVERALL SITE PLAN Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ E Λ Λ Λ Λ Λ ENU Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ E AV Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ YETT Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ Λ LAFA Λ Λ Λ Λ Λ Λ Λ FLA Λ Λ ΛΛ WE Λ Λ Λ Λ G Λ Λ Λ T SP-0.3 Λ Λ G L Λ Λ Λ Λ A Λ Λ ED J LLA Λ NDS ΛΛ Λ LAB LAGGE Λ Λ Λ Λ Λ Λ 0' Λ UL Λ Λ E Λ 20. F Λ X Λ Λ Y ΛΛ Λ Λ 1 Λ Λ EXPIRES 7/31/29 Λ X Λ 4, 20 Λ Λ Λ LAF D BY 25 AYE T T Page 68 299.94' N 78° 14' 00" W 299.4 299.94' 5' EVERGREEN MANOR Town of Cortlandt, New York PROPOSED PARCEL 2 100' WETLAND BUFFER 0" W N 64° 59' 0 NEW TAX LOT 33.12-2-7 0" 5' 3 W 0° 3 AREA = 765,451.910 Sq.Ft. 100' NONDISTURBANCE AREA S3 = 17.572 Acres 2.0 ' OWNER / APPLICANT Λ POST TOP Λ Λ Λ 26.0 LIGHT TYP. Λ ' V.S. CONSTRUCTION CORPORATION Λ Λ 37 CROTON DAM ROAD #46 Λ Λ 22.0 OSSINING, NY 10562 Λ ' Λ 9 Λ #47 Λ #45 Λ YOR I N G PLANNER, CIVIL ENGINEER, LANDSCAPE N Λ W Λ RIVE ARCHITECT Λ KTO Λ CK D 0 Λ ILD DTS P O DENT #44 Λ SHA I N G 1 Λ Λ  #48 | Λ ARA Λ N 11° 58' 00" E Λ ntelligent Land se Λ Λ Λ TAM BU | FFER Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ #43 One North Broadway Λ Λ Λ | White Plains, NY 10601 ILD Λ ' #49 15.0 Λ P: 914.428.0010 Λ F: 914.428.0017 Λ ' Λ | BU 15.0 R-10 Λ CONTRACT VENDEE Λ Λ R-40 | #50 Λ LENNAR CORPORATION #42 Λ .0 ' Λ R28 2465 KUSER ROAD, FLOOR 3 Λ HAMILTON, NJ 08690 Λ | Λ 73.0 Λ SE ' #41 Λ 9' ARCHITECT - PARCEL 2 R2 Λ | CHA 8.0 Λ 8 Λ HOLLIDAY ARCHITECTS ' ' 20.0 Λ 30' SIDE YARD SETBACK/ JACKSON COMMONS ING Λ NONDISTURBANCE AREA | #40 D Λ LIMIT OF SUITE A4 Λ 363.59' N AN DISTURBANCE, TYP. Λ 30 JACKSON ROAD 9' Λ YOR U I L D MEDFORD, NJ 08055 | Λ M Λ #39 O PRO W Λ #51 ARE NTION NUM SED WETLAND Λ LAND USE ATTORNEY KTO PO Λ | 22.0 BUFFER Λ ENT ' ZARIN & STEINMETZ Λ B A RETE Λ #38 81 MAIN STREET Λ PROPERTY LINE, | Λ WHITE PLAINS, NY 10601 #52 26.0 TYP. Λ BIO ' 14.0 Λ 1 ' Λ | SURVEYOR SHA N G 1 Λ #37 Λ 0.00' ' Λ DANIEL T. MERRITTS, PLS 15.0 Λ FFER 394 BEDFORD ROAD Λ #53 | 100' NONDISTURBANCE AREA Λ Λ ' MOD PLEASANTVILLE, NY 10570 Λ 15.0 I Λ Λ ILD Λ | ' .54 Λ WETLAND CONSULTANT | | Λ #36 FLAGGED Λ 432 PROPERTY LINE, Λ Λ #54 TYP. BU WETLAND TIM MILLER ASSOCIATES, INC. D BY Λ TYP. Λ Λ 10 NORTH STREET Λ Λ COLD SPRING, NY 10516 LAB LAGGE Λ #35 Λ Λ ' Λ 5 20.0 #34 E Λ 202 Λ JULY ELLA S Λ Λ CHA Λ Λ WN I N G 7 Λ DS F 22.0 Λ 14, ' Λ ' 20.0 Λ Λ Λ Λ AND N 74° 35' 00" W Λ LAN Λ Λ 144.90' Λ #55 Λ Λ Λ #33 WET Λ YOR U I L D 2 Λ Λ Λ SHA I N G 1 Λ Λ KTO Λ Λ #56 #32 FFER Λ Λ B 10 Λ Λ 0' WE Λ TLA Λ ND ILD Λ BU Λ Λ FFE 100 Λ #31 R 'W Λ ETL #57 AN Λ D BUF ' BU Λ 15.0 FER Λ Λ Λ Λ ' Λ RO Λ 5.0 Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ ' Λ ' 2 Λ Λ 15.0 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. R Λ Λ 14.4 Λ Λ Λ Λ Λ Λ Λ 1-800-962-7962 OR 811 AD POST TOP Λ Λ Λ Λ LIGHT TYP. SE Λ Λ Λ D #30 Λ Λ Λ R2 CHA Λ Λ AND 6 Λ 5.0 Λ Λ Λ "W #76 Λ TYP. 18.0 ' Λ 10.0 ' Λ ' ING Λ Λ ' 00 Λ BUILDING LIMIT OF Λ Λ #29 15 Λ DISTURBANCE, Λ 6 Λ 1° 0 Λ SHAFFER TYP. Λ • Λ YOR U I L D 26.0 ' Λ N Λ • S3 Λ Λ #77 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED W • 0" E Λ B IO 13 Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT #65 #28 • RET Λ #66 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ KTO E ARE NTION NG ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND #67 Λ N 18° 07' 0 Λ • #68 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ I Λ A B #69 • WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. I L D AFFER Λ ' Λ 5.0 • Λ Λ R • U WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED #61 Λ B • Λ SH 21.8 ' 10.0 ' MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL POST TOP #27 Λ Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF #78 • • LIGHT TYP. Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ #60 18.0 ' ' • • Λ SHOWN BY THESE DRAWINGS. Λ 17.8 Λ • Λ • 9.0 ' 30' SIDE YARD SETBACK/ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 22.0 ' Λ • YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS • ION ' #59 NONDISTURBANCE AREA Λ 15.0 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION NT • • Λ ETE A 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 17 R Λ • #26 • PROPERTY LINE, BIO ARE #58 Λ #79 • ION • (TYP.) Λ Copyright DTS Provident Design Engineering, LLP 2025 HAM 1.88 • ) • (2 RO M 2 - BO FILTRAT BERS Λ All rights reserved. BUILDING • R2 SHAFFER Λ 40 • 0.0 Λ T. EL • NOT FOR CONSTRUCTION 9.0 ' Λ IN #25 ' • F6C Λ SYST ROUND 26. ' Λ • C 22. 5.0 22.0 ' 0' #80 WS O Λ TYP. • R1 R5 YP. D 100 ERG Λ ' 0' .76 E ' WE • 18.0 ' T .0 A TLA Λ ND SE UND ' E O Λ BUF R5. P. 308 FER R Λ TY 22.0 ' D CHA 0' #24 Λ R=60.00' L=301.53' TOW I N G 5 ROAD Λ RIGHT OF WAY 21.5 ' Λ 1 #81 Λ PARCEL 22.0 Λ Λ N AN #23 Λ AREA = 41,711.617 S.F. ' R5 Λ 22.0 ' .0 LD Λ = 0.958 Acres ' 20.0 ' Λ #70 #64 Λ 20.0 ' ROAD B Λ BUI #22 14 Λ 6 3 Λ # G | PC Λ IN R YORK C: Λ D #82 0+ 5 #6 2 I L AFFE Λ 6.4 #14 #71 | U PR 1 Λ #21 .56 B SH Λ C: 48.6 ' R-40 87 Λ 0+ 15.0 ' 2+ Λ 26 Λ C: | .11 Λ 22.0 ' PR 18.1 ' 16 Λ #83 18 R =25 Λ #13 .0 ' #72 Λ | 0' .55 26.0 ' Λ 2 3 Λ 430.41' BUILDING SHAFFER L= #20 Λ BUILDING SHAFFER PARCEL 2 - Λ | Λ | MATCHLINE (SEE SHEET SP-1.2) MATCHLINE (SEE SHEET SP-1.2) R =25.0 0 ' BP: 0+00.00 Λ SITE LAYOUT PLAN #84 PT: 3+13.58 L =23.5 | Λ #12 SHAF G 3 #73 Λ | | #19 26.0 ' S 13° 51' 45" W Λ L=23.55' R=25.00' Λ #18 E | 127.62' 100' WETLAN Λ S 5' FER | LDIN | Λ CHA EP: 3+32.80 AND 4 | Λ | Λ #85 R-10 #11 Λ WN I N G #74 R513 Λ | D BUFFER .0 ' | Λ ENTION BUI Λ Λ BIO RETENTION 127.62' #17 YOR B U I L D | Λ 0" W AREA AREA Λ | #86 Λ BIO RET #10 ' 5' 2 .0 Λ #75 0 KTO SP-1.1 R2 Λ | 0° 1 | 26.0 Λ #16 ' Λ Λ S3 | 12.4 ' | Λ | | | Λ Λ Λ Λ Λ | Λ Λ ROAD A EXPIRES 7/31/29 17.5 ' #9 Λ #15 Λ 18.0 ' POST TOP Page 69 C R D 100 ERG ' . 76 ' WE BUIL 18.0 ' A TLA ND SE UND E 7 O B R5. P. 308 UFF ER R TY 22.0 ' 4 D CHA 0' 0 #24 Λ 1+0 N AN G 5 ROAD Λ 21.5 ' Λ 1 #81 Λ 10 22.0 Λ 00 YORK U I L D I N Λ #23 2+ Λ ' PROPOSED 25 FT. WIDE R5 Λ 1+0 22.0 ' .0 WATER EASEMENT Λ ' 20.0 ' Λ #70 0 #64 TOW Λ 20.0 ' ROAD B Λ #22 0 4 Λ +0 1 6+86 0 3 #6 I N G Λ EVERGREEN MANOR | 0+ PC Λ B 00 C: Λ #62 U I L D AFFER #82 0+ 5 Λ 6.4 #14 # 71 | PR Λ 1 # 21 Town of Cortlandt, New York .56 FLAGGED B SH Λ C: 48.6 ' R-40 7 Λ WETLAND +8 0+ 15.0 ' Λ BOUNDARY, :2 2 Λ 6.1 C TYP. | Λ 22.0 ' PR 1 18.1 ' 16 Λ #83 18 Λ #13 #72 Λ | 26.0 ' Λ 3+ Λ 430.41' BUILDING SHAFFER #20 0 Λ BUILDING SHAFFER 0 PROPOSED SNOW Λ 100' WETLAND | Λ | BUFFER, TYP. BP: 0+00.00 STORAGE AREA 0+00 Λ #84 PT: 3+13.58 EASEMENT (TYP.) | Λ #12 SHAF G 3 #73 MATCHLINE (SEE SHEET SP-1.1) Λ | | MATCHLINE (SEE SHEET SP-1.1) #19 26.0 ' Λ Λ #18 E | 100' WETLAN 3+33 Λ S 100' WETLAND FER | 6+00 LDIN | OWNER / APPLICANT Λ CHA EP: 3+32.80 BUFFER,TYP. AND 4 | Λ | Λ #85 R-10 #11 V.S. CONSTRUCTION CORPORATION Λ WN I N G #74 R513 Λ | D BUFFER .0 ' 37 CROTON DAM ROAD | Λ ENTION OSSINING, NY 10562 BUI Λ Λ BIO RETENTION #17 YOR B U I L D | Λ 0" W AREA AREA Λ | #86 Λ BIO RET #10 ' 5' 2 PROPOSED 48" POST .0 PLANNER, CIVIL ENGINEER, LANDSCAPE Λ #75 20 PROPOSED 48" POST AND KTO Λ AND RAIL W/ GATE R | 0° 1 RAIL FENCE W/ GATE, TYP. | 26.0 ARCHITECT Λ #16 ' FENCE, TYP. Λ Λ S3 | 12.4 ' | Λ 10 FT. WIDE | | | ASPHALT Λ Λ Λ Λ Λ DTS P O DENT  | Λ SNOW SHELF Λ ROAD A PAVEMENT, TYP. 17.5 ' ntelligent Land se #9 Λ #15 Λ 18.0 ' 3 POST TOP Λ 26.0 ' DTS Provident Design Engineering, LLP CA #: 0017846 ' Λ LIGHT TYP. | 15.0 Λ One North Broadway .0 ' ' Λ R2 19.2 White Plains, NY 10601 0 • Λ ' 2 9.0 ' .0 0.0 R Λ ' 0 TWIN-LEAF 20' WIDE EMERGENCY ACCESS GATE • 17.5 R1 P: 914.428.0010 ' | Λ WITH HORN ACTIVATED OPENER AND "NO PARKING ROA F: 914.428.0017 • R2 Λ 5+00 FIRE LANE" SIGNS ATTACHED TO BOTH SIDES R20 0.0 Λ • 22.0 ' D (THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND Λ CONTRACT VENDEE | KTO G 2 .0 ' ' F #8 • Λ 100' NONDISTURBANCE AREA INSTALLED TO COMPLY WITH THE REQUIREMENTS Λ 22.0 22.0 ' OF ASTM F2200 AND UL325, IN ACCORDANCE WITH LENNAR CORPORATION • WN Λ ' ' 00" E 80.44' S 68° 33' 00" E Λ 2020 NYS FIRE CODE APPENDIX D| 103. 2465 KUSER ROAD, FLOOR 3 YOR D I N | Λ 37.31' HAMILTON, NJ 08690 Λ STABILIZED #92 PROPERTY LINE, #7 20.0 ' ' Λ N 19° 38 | 12.2 26.0 TYP. GRASS PAVERS #93 Λ Λ ' #94 #95 IL Λ #96 Λ ARCHITECT - PARCEL 2 Λ Λ B U I L D I N G 19 #87 #88 Λ #89 Λ 41' BU #90 Λ HOLLIDAY ARCHITECTS Λ #6 #91 ' 20' 22.0 12' Λ . Λ 312 #4 SHAFFER JACKSON COMMONS Λ Λ GRANITE B U I L D I N G 20 Λ Λ SUITE A4 #3 Λ CURB, TYP. Λ 30 JACKSON ROAD Λ SHAFFER Λ #5 ASPHALT Λ BU Λ #2 EMERGENCY MEDFORD, NJ 08055 Λ Λ PAVEMENT, ILD 0 Λ 20.0 ' Λ MONUMENT ACCESS DRIVE BP: 0+00.0 TYP. SHA I N G 1 #1 Λ Λ PROPOSED N 60 26.0 LAND USE ATTORNEY 6.4 ' Λ Λ ° 49 ' FFER Λ Λ Λ ' 00 "W 30' SIDE YARD SETBACK/ Λ Λ • • Λ AREA TION Λ Λ Λ Λ Λ ZARIN &AREA STEINMETZ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ NONDISTURBANCE Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ • 0 Λ Λ Λ 81 MAIN STREET Λ Λ Λ • Λ Λ Λ • 160 Λ 4+0 Λ Λ Λ Λ Λ E TE N Λ Λ Λ • Λ .05' Λ Λ PROPERTY LINE, (TYP.) Λ Λ Λ Λ Λ Λ Λ Λ WHITE PLAINS, NY 10601 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ Λ Λ Λ 0+00 Λ Λ Λ Λ Λ Λ Λ Λ FLAGGED WETLAND Λ Λ Λ POST TOPTOP POST SITE PC: 2+53.6 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ BIO R Λ Λ BOUNDARY, TYP. Λ LIGHT, TYP. LIGHT TYP. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ SURVEYOR Λ Λ Λ Λ 1+00 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE, Λ Λ Λ Λ PI: 4 Λ Λ Λ BIO RET Λ DANIEL T. MERRITTS, PLS Λ +76. Λ Λ TYP. Λ ENTION Λ Λ 15 Λ 2+00 Λ PROPOSED 20 FT. WIDE Λ Λ Λ AREA 394 BEDFORD ROAD Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE, Λ Λ Λ DRAINAGE EASEMENT Λ Λ Λ Λ Λ PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ 5+00 Λ Λ Λ Λ Λ .30 Λ TYP. Λ Λ Λ Λ Λ Λ Λ Λ 3+00 Λ Λ Λ Λ Λ Λ Λ 5+97 Λ Λ Λ Λ Λ Λ 7 Λ Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PC: Λ Λ 7 Λ Λ Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 10 NORTH STREET Λ Λ 7 Λ Λ Λ Λ Λ Λ 8.7 Λ Λ 6+0 Λ Λ Λ Λ Λ 0 COLD SPRING, NY 10516 Λ Λ Λ Λ Λ Λ +1 Λ Λ Λ | Λ Λ Λ Λ Λ Λ :4 Λ Λ Λ Λ 4+ Λ Λ Λ Λ Λ Λ 00 PT 10 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 00 Λ Λ Λ Λ Λ 3+ Λ Λ Λ Λ Λ 1+0 Λ Λ | | 0 Λ 37 Λ Λ FLA Λ Λ 5 Λ 100. Λ Λ W 0 ' Λ 0 2+0 Λ Λ Λ E GG ABELLA GED B Λ 9 T Λ Λ Λ Λ LAN Λ 3 Λ Λ | Λ Λ Λ E Λ Λ Λ Λ Λ D Λ | L Λ Λ Λ 0+0 D Λ Λ 0 Λ J Λ Λ Λ S ULY Λ Λ Λ Λ Λ Λ FLA LIMIT OF DISTURBANCE Λ Λ | Λ Λ Λ Λ Λ 37 Λ Λ 1 | Λ (TYP.) G Λ 0 0 MOD 4 3+0 Λ Λ Λ , 20 Λ TOW Λ Λ Λ 384 Λ 25 7 Λ | Λ 8.0' Λ Λ Λ Λ | 3 Y Λ Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ 2+00 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ 1-800-962-7962 OR 811 Λ Λ Λ Λ Λ | | Λ Λ Λ Λ Λ Λ 6.50 Λ . 38 365 Λ Λ Λ Λ F F EL 30' FRONT YARD SETBACK Λ Λ Λ Λ 66 6.50 Λ Λ +3 8 | Λ Λ | Λ 0 Λ 4+0 Λ Λ Λ PROPOSED 10 FT. WIDE S 76° 13' 31" E Λ WETLAND BUFFER Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ DRAINAGE EASEMENT Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 8 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Λ Λ R=47.00' ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER S 77 Λ L=51.51' WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ E Λ Λ LAN Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ Λ E MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIRE 30.0 ' Λ " ' 43 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF FLAGGED WETLAND ° 37 6 Λ Λ Λ 2 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ °4 Λ 8 SHOWN BY THESE DRAWINGS. DISTURBANCE AREA Λ N7 Λ Λ Λ Λ W LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS ' 03 Λ at Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 1+0 30' FRONT r e 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ 40 .77 Λ Λ YARD SETBACK "W Λ Λ Λ 7' Copyright DTS Provident Design Engineering, LLP 2025 Λ .6 All rights reserved. Cou 53 Λ Λ E ' 2 LAN Λ rse NOT FOR CONSTRUCTION Λ Λ PR UM MO Λ FIRE OP EN Λ N 0 Λ OS T 5+0 Λ Λ ED Λ Ston e Ma Λ Λ Λ sonr Λ AD y Re 9 RO Λ tain Λ Λ D ing ON 02 Λ Wa MP E 35/2 ll Λ Λ O Λ CR OUT Λ Λ R Λ Λ Λ Λ Λ Λ Λ R=34.00' Λ Λ Λ L=49.52' Λ Λ Λ Λ Λ Λ 0+0 Λ Λ Λ Λ Λ 0 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 30.0 0 Λ Λ 18.5 6+0 Λ 7 Λ ' Λ Λ ' Λ Λ Λ Λ Sto MOD CONKLIN AVENUE Λ Λ 10 Λ PROPERTY LINE ne Λ (TYP.) Λ Λ PARCEL 2 - Λ Λ Wall SITE LAYOUT PLAN Stop Bar 5/2 02 O AD D R E 3 RO UT R-10 ON Pier P Gra vel M wal S CRO 30. e N 69° 09' 32" E 0' 11.27' 7+00 Sto ne SP-1.2 Wa ll N 79° 23' 56" E 150.32' INV Stop =36 OGDEN AVENUE Bar C 1 5" 3.56 30' FRONT RC P YARD SETBACK /C= A/B INV . EXPIRES 7/31/29 64.0 3 2 Page 70 JAN LAN ET E 299.94' N 78° 14' 00" W 299. 45' 410 396 EVERGREEN MANOR Town of Cortlandt, New York 100' WETLAND BUFFER 412 0" W N 64° 59' 0 398 0" W 5' 3 DMH-E22 (1) (1) 400 RIM 399.24 CB-E33 100' NONDISTURBANCE AREA 0° 3 INV. 396.25 In RIM 399.85 6 INV. 396.25 Out INV. 396.53 In 39 100' NONDISTURBANCE AREA 414 S3 24 LF of 15" HDPE @ 0.75% INV. 396.53 Out CB-E34 RIM 399.86 398 INV. 396.71 Out DMH-E32 RIM 399.19 TW=412.0 R-10 398 INV. 396.00 In FG=411.0 INV. 396.00 In 8 39 YD-E31 27 LF of 15" HDPE @ -1.89% DMH-E22 (1) (1) (1) 2 D OWNER / APPLICANT 2+8 Λ RIM 410.50 Λ Λ D RIM 400.00 Λ INV. 407.00 Out U INV. 395.19 In T.O. NIT #46 Λ 141 LF of 15 " HDPE @ 0. INV. 395.19 Out W V.S. CONSTRUCTION CORPORATION Λ 75% B.F.= .=411.5 Λ 71 LF of 15" HD D 37 CROTON DAM ROAD 0 G.F.= 403.17 0 PE @ 0.75% D Λ 0+0 TUCKUNDER 4.5% DI-E31 Λ 402. OSSINING, NY 10562 S 396 RIM 398.00 50 Λ BUILDING, TYP U T.O. NIT #45 INV. 395.49 In Λ 3% U T.O. NIT #47 % W Λ UNDERGROUND CULTEC INV. 395.49 In IVE B.F.= .=412.5 6.07 77 W Λ INV. 395.49 Out G.F.= .=402.1 .00% DETENTION SYSTEM LF G.F.= 404.17 0 Λ PLANNER, CIVIL ENGINEER, LANDSCAPE PE @ of B.F.= 401.50 7 39 PROPERTY LINE, Λ 1 403. TW=399.0 5" @1 R LF RETAINING WALL 50 Λ 2% 393. H ES-5 RIVE UNIT 4% DP ARCHITECT " HD of 17 FG=398.5 Λ CCKK DD INV. 394.81 In (TYP.) PE T.O. # 44 E 15 (TYP.) @ Λ W B.F.= .=414.5 f 15 "H " HD 0. Λ 50 U DP G.F.= 406.17 0 T.O. NIT #48 % DTS PROVIDENT LF o Λ  5 Λ E Λ of 1 | Λ ATARMAARA W Λ @ 40 N 11° 58' 00" E UNIT 5.50 G.F.= .=403.6 115 Λ TW=414.5 4.5% Intelligent Land Use Λ -0. F B.F.= 403.00 7 Λ Λ 75 L 5 T.O. # | 0% FG=413.5 43 Λ Λ W 394. B.F.= .=415.5 DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ 0 67 % 2+0 G.F.= 407.17 0 Λ One North Broadway Λ D 1.19 2.5% TAM YD-E30 Λ U | T.O. NIT #49 White Plains, NY 10601 406. 30' SIDE YARD SETBACK/ Λ RIM 413.00 50 3% PE @ W Λ G.F.= .=405.6 INV. 406.25 In P: 914.428.0010 Λ ES-12 B.F.= 405.00 7 INV. 406.25 Out NONDISTURBANCE AREA " HD F: 914.428.0017 Λ RIM 396.82 396. Λ 69 LF of 15" HDPE @ 4.02% | of 15 R-10 U T.O. NIT #42 67 INV. 395.30 Out Λ 4% CONTRACT VENDEE Λ W 416 B.F.= .=418.0 U LF T.O. NIT #50 Λ R-40 | CB-E29 0 D G.F.= 409.67 0 Λ 114 1+0 W LENNAR CORPORATION 0 RIM 406.74 G.F.= .=407.1 4 Λ 0+0 409 6% 39 INV. 403.50 In 1+0 Λ INV. 403.50 In UNIT .00 0 57 LF B.F.= 406.50 7 2465 KUSER ROAD, FLOOR 3 Λ of 1 T.O. 398. W #41 HAMILTON, NJ 08690 5" H Λ 17 | 27 LF of 15" HDPE @ -2.51% DP B.F.= .=419.5 Λ E@ -1.0 TW=401.0 Λ CB-E28 G.F.= 411.17 0 CB-E28 0% FG=398.5 Λ RIM 406.90 410. 6% RIM 406.90 36 LF o 15" STO RM ARCHITECT - PARCEL 2 Λ | f INV. 402.83 In 50 15" HD P E @ -1 Λ INV. 402.83 In 5.09% U 396 T.O. NIT #40 INV. 403.65 In Λ INV. 403.65 In HOLLIDAY ARCHITECTS Λ W 418 INV. 402.83 Out B.F.= .=420.5 INV. 402.83 Out 0+00 30' SIDE YARD SETBACK/ JACKSON COMMONS Λ G.F.= 412.17 0 NONDISTURBANCE AREA 5.5% M OPPPO | Λ LIMIT OF DISTURBANCE, TYP. 411. SUITE A4 Λ 363.59' O 50 PR ES-13 EXIST WL Λ U 30 JACKSON ROAD T.O. NIT #39 N Λ .38% RIM 389.97 W U 4.5% MEDFORD, NJ 08055 | B.F.= .=421.5 U Λ T.O. NIT #51 INV. 388.45 In M 4.5% MO Λ @5 G.F.= 413.17 0 EL. 3 SIN W ON WETLAND BUFFER Λ G.F. .=411.6 R 412. RO EUN OCS-12 BASIN #10 MAG N UT) E 93 WETLAND Λ OPP UNI 50 LAND USE ATTORNEY S = BA HDP U T.O. T #38 B.F.= 411.00 7 RIM 392.74 Λ M | M E N BUFFER O O TNTT W LANE OLIA ALKO EE INV. 388.91 Out Λ 402. D B.F.= .=422.5 (BOT RATION YD-E23 SSEED 15" 3% 420 67 ZARIN & STEINMETZ Λ RIM 418.64 G.F.= 414.17 0 D F of Λ TOM INV. 415.53 In D 81 MAIN STREET UT) (W 413 U Λ T.O. NIT #52 PROPERTY LINE, 40 L UNIT .50 | INV. 415.53 Out 2% Λ WHITE PLAINS, NY 10601 LT W TYP. Λ G.F. .=412.6 01 T.O. .16Λ% W #37 INFI 30 LF of 15" HDPE @ 1.00% 2+0 0 B.F.= .=423.5 = B.F.= 412.00 7 1+0 Λ @Λ 4 | G.F.= 415.17 0 SURVEYOR ALKO TW=420.0 403. 67 Λ Λ E 414. P FG=419.0 50 2% " HΛ D 62 L 3% UNIT DANIEL T. MERRITTS, PLS W F R-40 of 1 T.O. W #53 YD-E24 5" H 394 BEDFORD ROAD Λ 5 T) ( DPE DMH-E22 of Λ1 G.F. .=414.6 | RIM 418.94 100' NONDISTURBANCE AREA @6 Λ .73% RIM 14.75 INV. 415.83 In 2+0 = B.F.= 414.00 7 MOD PLEASANTVILLE, NY 10570 Λ LΛ F Λ U 0 INV. 411.35 In T.O. NIT #36 U INV. 415.83 Out 4% 15Λ4 LKO W D INV. 411.35 Out 405. | ' B.F.= .=424.0 .54 RETAINING WALL 67 Λ WETLAND CONSULTANT FLAGGED | G.F.= 415.67 0 (WA | Λ (TYP.) U FLAGGED Λ 432 D T.O. NIT #54 PROPERTY LINE, 2% 396 Λ 41 TW=404.0 Λ UNIT 5.00 WETLAND TIM MILLER ASSOCIATES, INC. D BY Λ W TYP. WETLAND Λ 42 LF of 15" HDPE @ 1.00% G.F. .=415.6 FG=398.5 Λ T.O. UT) W #35 = 10 NORTH STREET B.F.= 415.00 7 Λ TW=421.0 B.F.= .=424.0 DI-E26 Λ COLD SPRING, NY 10516 LKO 406. LAB LAGGE G.F.= 415.67 0 Λ RIM 400.10 FG=420.0 67 WETLAND RESTORATION Λ DI-E20 Λ 415. INV. 396.85 In (WA 5% 5 Λ RIM 406.50 00 Λ 202 INV. 396.85 Out Λ JULY ELLA INV. 403.25 Out Λ U Λ T.O. NIT #34 INV. 396.85 Out 0 Λ Λ 73+0 YD-E25 W Λ B.F.= .=423.0 DS F Λ 14, 2% Λ RIM 419.50 G.F.= 414.67 0 4.5% CB-E27 Λ 3+0 100' NONDISTURBANCE AREA Λ INV. 416.25 Out U Λ T.O. NIT #55 414. RIM 406.00 Λ 00 N 74° 35' 00" W Λ ES-7 EXIST WL LAN U INV. 402.25 In TW=420.5 W Λ T.O. NIT #33 0 G.F. .=415.1 Λ INV. 396.00 In 3+0 INV. 402.25 Out 144.90' Λ FG=419.5 W UT) Λ B.F.= .=422.0 = B.F.= 414.50 7 Λ Λ WET G.F.= 413.67 0 6 4% Λ ALKO 39 406. Λ WETLAND RESTORATION 394 Λ 413. 17 UNI 00 Λ OCS-8 BASIN #6 T.O. T #32 Λ U RIM 399.72 T.O. NIT #56 T) (W W TW=407.0 B.F.= .=421.0 4.5% Λ TW=419.5 INV. 396.78 Out TW=396.0 Λ W FG=397.0 TW=398.0 Λ G.F.= 412.67 0 G.F. .=413.6 Λ 410 FG=418.5 Λ 10 =413 7 FG=394.9 FG=394.8 Λ 412 Λ 0' B PROPERTY LINE, KOU CB-E17 UNIT .00 7% WE.F. TLA=404 .00 Λ TW=396.0 T.O. ND .67 412 # Λ RIM 408.26 W 31 4% TW=405.7 DMH-E21 FG=394.3 TW=412.0 WAL 0 Λ B.F.= .=420.0 INV. 404.80 In 42 (TYP.) BU RIM 414.69 Λ FG=410.0 Λ FFE 100 INV. 404.80 Out G.F.= 411.67 0 UNIT FG=396.7 Λ R INV. 411.19 In 'W Λ T.O. # ETL UT) ( 26' WIDE UTILITY 411. 00 4.5% W.= 57 Λ INV. 411.19 Out AN DB EASEMENT, TYP.G.F. 412.6 Λ UFF = ER B.F.= 412.00 7 29 LF of 15" HDPE @ 0.56% Λ 39 L Λ RETAINING WALL LKO Λ Λ Λ 403. RO Λ Λ F THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 67 Λ Λ Λ (TYP.) Λ of 1 25 LF of 15" HDPE @ 0.81% PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ DI-E17 TW=414.0 Λ Λ U Λ 414 (WA Λ Λ Λ Λ T.O. NIT #30 1-800-962-7962 OR 811 AD 5" H Λ Λ RIM 404.00 CB-E18 W FG=409.0 B.F.= .=419.0 Λ Λ INV. 398.00 Out D 394 S RIM 408.25 Λ Λ PE G.F.= 410.67 0 Λ DMH-E35 OCS-7 BASIN #5 D Λ 0+00 Λ INV. 405.00 Out Λ @2 RIM 403.00 410 TW=403.0 RIM 399.86 UNITS #76 Λ Λ 3+87 UNIT .00 Λ INV. 397.00 In INV. 396.92 Out LIMIT OF DISTURBANCE, TYP. Λ .01% Λ FG=396.5 T.O.W.=409.6 Λ 0" W T.O. 6% W.= #29 7 INV. 397.00 Out Λ Λ Λ PIPE 3% G.F.=409.00 Λ Λ B.F.= 419.0 Λ 22 LF of 15" HDPE @ 0.75% S INV. 396.0 Out CB-C8 6' 0 Λ G.F.= 410.67 0 B.F.=400.67 Λ RIM 399.34 TW=412.0 Λ T.O.W.=401.17 Λ 410 T.O.W.=402.17 15" STORM INV. 395.46 In Λ G.F.=400.50 UNIT .00 1° 0 FG=407.5 Λ T.O.W.=402.17 B.F.=392.17 6.5% G.F.=401.50 UNIT #65 B.F.=393.17 Λ UNIT #66 • INV. 395.46 Out Λ G.F.=401.50 B.F.=393.17 T.O. W #28 15"TW=405.0 UNITS #77 S UNIT #67 Λ Λ • STORM T.O.W.=403.17 S3 B.F.= .=419.0 T.O.W.=404.17 T.O.W.=408.1 Λ FG=396.1 Λ •• NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED TW=396.0 G.F.=402.50 7 B.F.=394.17 G.F.=403.50 4.5% G.F.= 410.67 0 0" E B.F.=395.17 UNIT #68 Λ T.O Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UNIT #69 G.F.=407.50 •• FG=394.7 ES-5 BASIN #5 UN 401. Λ 1+ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 410. G.F .=392. TW=412.0 .W. 401.00 •• TW=403.0 B.F.=399.17 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ INV. 394.93 Out B.F 00 00 N 18° 07' 0 Λ UNIT IT # 5% SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ T.O .=400 67 TW=399.0 FG=406.0 . Λ •• T.O. FG=395.5 = # = 2 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. UN .=400. 0 7 Λ W INV. IN: 404.63 Λ 26' WIDE UTILITY G.F .=391. FG=395.5 61 7 B.F.= .=419.0 •• 418 .W Λ UNITS #78 B.F Λ •• WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED IT # EASEMENT, TYP. G.F.= 410.67 0 •• Λ Λ T.O .=400 67 T.O.W.=406.6 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 6 TW=401.0 6 Λ UN .=400. 0 7 Λ •• 5L 410. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 60 7 G.F .=391. 7 •• G.F.=406.00 T.O .=399 67 00 Λ .W FG=395.5 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ B.F 4% Fo 4% •• IT # UN .=399. 0 •• Λ SHOWN BY THESE DRAWINGS. .0 Λ G.F .=390. f1 2% B.F.=397.67 6 .W •• TW=410.0 4.5% B.F TW=403.5 Λ 2.5% Λ •• 5" IT # CB-E16 30' SIDE YARD SETBACK/ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 59 7 Λ •• HD 7% FG=397.0 FG=405.0 4.5% YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS •• RIM 408.29 NONDISTURBANCE AREA Λ .0 PE DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 58 7 •• 6 6% •• M INV. 405.19 Out Λ UN TW=403.5 UNITS #79 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 1.34 N SYSTE 5.0% T.O.W IT #26 @ •• .0 Λ BIO •• T.O.W.=405.1 PROPERTY LINE, 6 8.2 .= FG=397.0 RET Λ •• B.F.=4 419.00 INV. OUT: 395.89 7 •• E 4.5% 0% 4% ARE NTION G.F.=404.50 (TYP.) Λ 402.49 •• Copyright DTS Provident Design Engineering, LLP 2025 G.F.= 10.67 2.5% •• IO Λ •• A B.F.=396.17 All rights reserved. 410.0 BOT. FILTRAT TW=403.5 Λ •• 0 S Λ UNIT FG=396.0 S TW=408.0 •• NOT FOR CONSTRUCTION EL 40 T.O.W #25 TW=401.5 Λ FG=404.0 6.5 •• Λ UNITS #80 D IN . B.F.=4=419.00 INV. OUT: 404.00 FG=398.0 TW=402.5 S % CB-C3 Λ •• CB-MA9 DC RM T.O.W.=403.1 4% G.F.= 10.67 OUN Λ FG=398.5 3% 7 RIM 400.70 408 TW=408.0 2+ •• • 3.5% TO RIM 397.71 410.0 100 DMH-E1 GROUN D G.F.=402.50 Λ ' "S .76 INV. 397.36 In 00 ' WE R INV. 392.05 In UNDER STEM • 0 FG=397.0 A UNDERGRO 15 ERG TLA Λ RIM 408.16 INF. SY 92.34 UND INFILT INV. 396.80 Out UN ND TW=401.3 INV. 392.05 Out RATION SY B.F.=394.17 E O L3 Λ T.O.W IT #24 BUF INV. 403.89 In STEM BOT. E BOT. EL 39 308 FER 3.14 UND 26 LF of 12" HDPE @ 0.75% R Λ .= INV. 398.34 Out FG=398.0 B.F.=4 419.00 CB-MA12 4.5% TW=406.0 Λ 2.9% RIM 399.71 G.F.= 10.67 0% UNIT #81 ROAD 3% Λ 0.5 FG=403.0 3.5% D ES-3 INV. 395.50 In 410.0 E@ Λ DMH-F4 (2) (1) 0 INV. 398.00 In DP INV. IN: 395.41 CB-C11 D T.O.W.=402.6 5" H 7 CB-E4 Λ UNIT 406 RIM 408.19 f1 RIM 400.55 T.O.W #23 Fo G.F.=402.00 RIM 400.83 Λ INV. 402.26 In . TW=401.0 100 L INV. OUT: 395.30 DMH-C1 D B.F.=4=419.00 INV. 397.30 In TW=408.0 Λ INV. 397.55 In 5.5% B.F.=393.67 2% RIM 400.85 INV. 402.56 Out FG=398.0 Λ G.F.= 10.67 FG=406.0 INV. 397.55 Out S PROPOSED 25 FT. WIDE DMH-C2 INV. 396.53 In UNITS #70 Λ 410.0 S 0 INV. IN: 404.63 WATER EASEMENT RIM 408.40 INV. 396.80 Out TW=403.0 Λ UN T.O.W.=401.6 4% T.O.W IT #22 CB-C6 INV. 400.48 In 7 2.5% FG=402.0 Λ INV. 404.13 In .= D CB-MA11 RIM 399.21 G.F.=401.00 Λ T.O F.=400 .92 B.F.=4 419.00 S 37 LF of 15" HDPE @ 1.41% ROAD B ES-4 89 LF of 12" HD UNI .=400. 0 RIM 398.00 INV. 389.25 Out Λ INV. 395.96 Out DI-B2 B.F.=392.67 PE @ 0.50% G. 391 G.F.= 10.67 INV. 398.00 In .W Λ B.F. INV. 394.40 Out RIM 401.00 DI-E13 410.0 6% T #6 67 Λ 40 S T.O .=399 7 0 4.5% INV. 398.00 Out | 0.48% 53L RIM 409.95 18 LF of 12" HDPE @ 1.48% 2% UNITS #82 = UNIT Λ D UNI .=399. 0 2 G.F =390.6 T.O.W #21 INV. OUT: 395.70 UNITS #71 Λ INV. 406.70 Out .W 4 Fo B.F. UN T.O.W.=401.1 . B.F.=4=419.00 T.O.W IT #14 Λ 7 .0 T #6 67 T.O.W.=401.1 f 15 E@ | T.O .=399 7 7 3% G.F.=400.50 Λ . OUT) G.F.= 10.67 G.F.= =410.17 3+ UNI .=399. 0 "H G.F.=400.50 Λ G.F .=390.6 " HDP B.F.=392.17 3 0 410.0 R-40 .W B.F 409.5 DP Λ 0 0 2.5% B.F.=392.17 .0 B.F.= 401.1 0 T #6 67 0.75% E@ Λ (WALK of 15 7 Λ RETAINING WALL 2.0 UNITS #83 | 2 Λ UNITS #72 " HDPE @ 62 LF UNI 0% .0 7% (TYP.) Λ T.O.W.=400.6 3+ .O.W T #13 CB-MA10 26' WIDETUTILITY T.O.W.=400.1 4% 7 Λ U 2 T.O. NIT #20 RIM 397.92 .=41 7 G.F.=400.00 6 2% OUT) Λ | EASEMENT, G.F.TYP. =410 1.17 G.F.=399.50 W INV. 393.35 In Λ B.F.= .=420.5 .5 B.F.=391.67 CB-A1 163 LF of 12 B.F.= INV. 393.10 Out TW=401.0 402.1 0 B.F.=391.17 Λ PARCEL 2 - 430.41' D G.F. 412.17 0 (WALK RIM 395.16 Λ =411 5.5% 7 PROPOSED SNOW FG=398.0 INV. 391.91 Out Λ .50 3.5% UNITS #84 | 0.50% SITE GRADING & Λ | U UN STORAGE AREA UNITS #73 MATCHLINE (SEE SHEET SP-2.2) MATCHLINE (SEE SHEET SP-2.2) T.O. NIT #19 T.O.W IT #12 52LF of 18" HDPE @ 2.00% T.O.W.=400.1 Λ 7.0% DMH-E14 (1) (2) W EASEMENT (TYP.) T.O.W.=399.6 7 | Λ B.F.= .=420.5 2.88% . G.F.= =412.17 7 OUT) G.F.=399.50 TW=400.0 PE @ RIM 400.85 3% DRAINAGE PLAN Λ | | G.F.= 412.17 0 411.5 INV. 388.02 In G.F.=399.00 FG=396.0 B.F.=491.17 Λ 3.5% B.F.=4 0 B.F.=390.67 " HD INV. 384.00 In PE @ 411. Λ | 03.17 418 WALK 100' WETLAN 50 INV. 384.00 Out CB-B5 Λ 400 DMH-F4 (2) (1) (1) U R-10 | of 15 T.O. NIT #18 | 18" HD RIM 396.50 Λ RIM 410.87 W UN UNITS #85 | UNITS #74 Λ INV. 393.25 Out B.F.= .=420.5 | T.O.W IT #11 INV. 402.84 In 25 LF of 15" HDPE @ 1.97% OUT) ( 56 LF 5.5% T.O.W.=399.1 Λ R-10 INV. 402.84 Out G.F. 412.17 0 3% . G.F.= =412.67 ES-2 OCS-4 BASIN #3 T.O.W.=398.6 3% 7 f Λ 388.01 7 G.F.=398.50 85LF o =411 2% S RIM 390.97 RIM 390.00 TW=399.0 G.F.=398.00 Λ | .50 D BUFF 4 DMH-E14 B.F.=4 12.00 | 24LF of 15" HDPE @ 2.00% INV. 389.45 Out U T.O. NIT #17 D INV. 384.50 Out B.F.=390.17 Λ FG=394.0 M EL. 39 IN RIM 409.89 03.67 B.F.=389.67 (WALK 5) Λ W S B.F.= .=420.5 INV. 406.18 In INFILTRATION BASIN TION BA CB-E16 (1) (1) Λ 26 LF of 15" HDPE @ 1.00% ER INV. 402.56 In G.F. 412.17 0 4% | RIM 410.04 Λ "W =411 UNIT INV. 402.56 Out (BOTTOM EL. 385) 3% UNITS #86 CB-B4 T.O.W #10 UNWIDE Λ INV. 405.40 In 5.5% | UNIT .50 26' ITS #UTILITY 75 T.O.W.=398.6 RIM 397.25 ' 20 Λ INV. 405.40 Out . 7 G.F.= =412.67 T.O. W #16 TEASEMENT, .O.W.=398.1TYP. 0+00 OUT) D INV. 392.99 In Λ 7 G.F.=398.00 INFILTRA B.F.= .=419.50 9% (BOTTO 4 B.F.=4 12.00 SP-2.1 ° 15 INV. 393.70 In G.F.=397.50 Λ 0.4 B.F.=389.67 | G.F.= 411.17 WV WV | Λ INV. 392.99 Out PE @ 0.75% 3% 40 LF of 15" HDPE @ 1.00% 03.67 B.F.=389.17 39 (WALK E@ Λ 410 .15% OCS-1 BASIN #2 8 S 30 UNIT .50 396 WV 3% Λ CB-E16 (1) RIM 394.00 | DP ES-8 BASIN #2 UN | TW=399.0 Λ E @ -1 | T.O. 0+00 W #15 T.O.W IT #9 | RIM 409.06 5% INV. 384.94 Out 5" H INV. 399.00 In | Λ Λ Λ Λ B.F.= .=419.5 Λ FG=392.0 | INV. 405.80 Out .=412 Λ 1+00 4+29 OUT) 25 LF of 15" HDPE @ 1.00% 54 LF of 15" HD 4+00 Λ ROAD A EXPIRES 7/31/29 of 1 G.F.= 411.17 0 G.F.= .17 Λ 389.99 5" HDP 2+98 4 B.F.=4 11.50 Λ DI BM-20 (1) 2+00 LF 410. 56 LF of 15" HDPE @ 0.98% 50 03.17 (WALK 184 LF of 1 Page 71 C OU D 100 ' WE R OA ERG TLA UN ND B.F.=394.17 E T.O.W IT #24 B UF BOT. EL 39 3.14 FER UND 26 LF of 12" HDPE @ 0.75% R .= INV. 398.34 Out FG=398.0 B.F.=4 419.00 CB-MA12 4.5% TW=406.0 Λ 2.9% RIM 399.71 G.F.= 10.67 % UNIT #81 ROAD 0 3% Λ 0.5 FG=403.0 3 .5 % D ES-3 INV. 395.50 In 410.0 @ Λ DMH-F4 (2) (1) 0 INV. 398.00 In 1 D PE INV. IN: 395.41 CB-C11 D T.O.W.=402.6 5" H 7 CB-E4 Λ UNIT 406 RIM 408.19 f1 RIM 400.55 T.O.W #23 Fo G.F.=402.00 RIM 400.83 Λ INV. 402.26 In .= TW=401.0 0L INV. OUT: 395.30 INV. 397.30 In DMH-C1 D B.F.=4 419.00 TW=408.0 10 Λ INV. 397.55 In 5.5% B.F.=393.67 2% RIM 400.85 INV. 402.56 Out FG=398.0 Λ G.F.= 10.67 FG=406.0 INV. 397.55 Out S DMH-C2 INV. 396.53 In UNITS #70 Λ 410.0 S 0 INV. IN: 404.63 RIM 408.40 INV. 396.80 Out TW=403.0 Λ N U T.O.W.=401.6 4% T.O.W IT #22 CB-C6 INV. 400.48 In 7 2.5% FG=402.0 Λ INV. 404.13 In . D CB-MA11 RIM 399.21 G.F.=401.00 B.F.=4=419.00 Λ T.O F.=400 .92 S 37 LF of 15" HDPE @ 1.41% ROAD B ES-4 89 LF of 12" HD UNI .=400. 0 RIM 398.00 INV. 389.25 Out Λ INV. 395.96 Out DI-B2 B.F.=392.67 PE @ 0.50% G. 391 G.F.= 10.67 INV. 398.00 In .W Λ B.F. INV. 394.40 Out RIM 401.00 DI-E13 410.0 6% T #6 67 Λ EVERGREEN MANOR 40 T.O .=399 7 S 0 4.5% INV. 398.00 Out | 0.48% 53L RIM 409.95 18 LF of 12" HDPE @ 1.48% 2% UNITS #82 = UN Λ UNI .=399. 0 D 2 T.O.W IT #21 G.F =390.6 INV. OUT: 395.70 UNITS #71 Λ INV. 406.70 Out .W 4 F B.F. UN T.O.W.=401.1 . B.F.=4=419.00 T.O.W IT #14 of 1 Λ 7 .0 T #6 67 T.O.W.=401.1 @ | T.O .=399 7 7 3% G.F.=400.50 Λ 5" H . Town of Cortlandt, New York OUT) G.F.= 10.67 G.F.= =410.17 3+ HDPE UNI .=399. 0 G.F.=400.50 Λ G.F .=390.6 B.F.=392.17 3 R-40 00 410.0 .W B.F 409.5 DP Λ 0 2.5% B.F.=392.17 .0 B.F.= 401.1 0 T #6 67 0.75% E Λ " (WALK of 15 @ 7 Λ RETAINING WALL 2 .0 UNITS #83 | 2 Λ UNITS #72 " HDPE @ 62 LF UNIT 0% .0 7% (TYP.) Λ T.O.W.=400.6 3+ CB-MA10 T.O.W #13 T.O.W.=400.1 4% 7 Λ U 26 T.O. NIT #20 RIM 397.92 . 7 G.F.=400.00 G.F.= =411.17 2% OUT) Λ | W INV. 393.35 In G.F.=399.50 Λ B.F.= .=420.5 410.5 B.F.=391.67 CB-A1 163 LF of 12 B.F.= INV. 393.10 Out TW=401.0 402.1 0 B.F.=391.17 Λ D G.F. 412.17 0 (WALK RIM 395.16 Λ =411 5.5% 7 FG=398.0 INV. 391.91 Out Λ .50 3.5% UNITS #84 | 0.50% Λ | U UN UNITS #73 T.O. NIT #19 T.O.W IT #12 52LF of 18" HDPE @ 2.00% T.O.W.=400.1 Λ 7.0% DMH-E14 (1) (2) W T.O.W.=399.6 7 | Λ B.F.= .=420.5 2.88% . G.F.= =412.17 7 OUT) G.F.=399.50 TW=400.0 PE @ RIM 400.85 3% MATCHLINE (SEE SHEET SP-2.1) Λ | | MATCHLINE (SEE SHEET SP-2.1) G.F.= 412.17 0 411.5 INV. 388.02 In G.F.=399.00 FG=396.0 B.F.=491.17 Λ 3.5% B.F.=4 0 B.F.=390.67 " HD INV. 384.00 In DPE @ 411. Λ | 03.17 418 WALK 100' WETLAN 50 INV. 384.00 Out CB-B5 Λ 400 DMH-F4 (2) (1) (1) U R-10 | of 15 T.O. NIT #18 | RIM 396.50 OWNER / APPLICANT Λ RIM 410.87 UNITS #85 f 18" H W UN | UNITS #74 Λ INV. 393.25 Out B.F.= .=420.5 | 25 LF of 15" HDPE @ 1.97% T.O.W IT #11 INV. 402.84 In OUT) ( 56 LF 5.5% T.O.W.=399.1 Λ R-10 INV. 402.84 Out G.F. 412.17 0 3% . G.F.= =412.67 ES-2 OCS-4 BASIN #3 T.O.W.=398.6 3% 7 V.S. CONSTRUCTION CORPORATION Λ 388.01 7 G.F.=398.50 85LF o =411 2% S RIM 390.97 RIM 390.00 TW=399.0 G.F.=398.00 Λ .50 | D BUFFER 412.0 DMH-E14 37 CROTON DAM ROAD | 24LF of 15" HDPE @ 2.00% U T.O. NIT #17 D B.F.=4 0 INV. 389.45 Out INV. 384.50 Out B.F.=390.17 Λ FG=394.0 M EL. 39 IN RIM 409.89 03.67 B.F.=389.67 (WALK 5) OSSINING, NY 10562 Λ W S B.F.= .=420.5 INV. 406.18 In INFILTRATION BASIN TION BA CB-E16 (1) (1) Λ 26 LF of 15" HDPE @ 1.00% INV. 402.56 In G.F. 412.17 0 4% | RIM 410.04 Λ =411 UNIT INV. 402.56 Out (BOTTOM EL. 385) 3% 6 AND UNITS #8 CB-B4 T.O.W #10 UNITS #75 Λ INV. 405.40 In 5.5% | UNIT .50 CAP WATER T.O.W.=MAIN RIM 397.25 3 9 Λ INV. 405.40 Out . CONC. .678 G.F.= =412.67 T.O. W.=4#16 T.O.W.=398.1 0+00 OUT) D INSTALL INV. 392.99 In PLANNER, CIVIL ENGINEER, LANDSCAPE Λ 7 G.F .=398.00 INFILTRA 9% (BOTTO B.F.= 19.50 412.0 G.F.=397.50 INV. 393.70 In Λ B.F.=4 0 THRUSTB BLOCK, TYP. 0.4 | G.F.= 411.17 .F.=389.67 ARCHITECT | Λ INV. 392.99 Out PE @ 0.75% 40 LF of 15" HDPE @ 1.00% 03.67 3% 39 B.F.=389.17 (WALK E@ Λ 410 -1.15% OCS-1 BASIN #2 8 NEW FIRE HYDRANT UNIT .50 3% 396 Λ CB-E16 (1) RIM 394.00 | DP ES-8 BASIN #2 UN | AND 6" GATE VALVE, TW=399.0 DTS PROVIDENT Λ | RIM 409.06 T.O. #1 5 5% T.O.W IT #9 INV. 384.94 Out | "H  W INV. 399.00 In | Λ Λ DPE @ Λ Λ B.F.= .=419.50 TYP. Λ FG=392.0 | INV. 405.80 Out .=412 Λ 5 4+29 OUT) 25 LF of 15" HDPE @ 1.00% 54 LF of 15" HD 4+00 Λ ROAD A of 1 G.F.= . Intelligent Land Use G.F.= 411.17 4 1.5 17 Λ 389.99 B.F.=4 113 Λ DI BM-20 (1) LF 410. 0 56 LF of 15" HDPE @ 0.98% f 15" H Λ 50 03.1LF 394.01 TW=399.0 DTS Provident Design Engineering, LLP CA #: 0017846 (WALK Λ RIM 409.50 3% of 15" HDPE @ 1.00% DI-B4-1 184 | S 7 Λ INV. 406.25 Out RIM 397.50 FG=390.2 One North Broadway S 394.00 DMH-A3 59 LF of 15" HDPE 39 o Λ @ 0.75% CB-F12 D INV. 394.25 Out 2 394 37 LF White Plains, NY 10601 • Λ RIM 389.60 77 LF of 15" HDPE RIM 403.82 1+00 D @ 0.78% Λ DMH-F4 50 L INV. 382.18 In F of • 112 P: 914.428.0010 T.O UNIT # RIM 409.32 15" LF o INV. 400.30 Out CB-A2 (1) 2+00 D 5% | f 15" INV. 382.18 Out 161 LF of 15" HD Λ HDP ROA HDP PE @ 1.00% S F: 914.428.0017 .W 8 RIM 392.81 • INV. 402.34 In E@ 0.7 Λ E@ B.F. .=417 2.48 1.00 13 LF of 15" HDPE @ 1.36% DMH-A2 3+00 S S INV. 405.00 In % % INV. 389.87 In TW=399.0 Λ @ = G.F 409.5 .83 DMH-A1 • 11 RIM 392.08 124 LF of 15" HD DF 3% INV. 402.34 Out INV. 389.87 In 3.77% PE @ 1.00% Λ DMH-MA2 E FG=389.0 CONTRACT VENDEE | 7L .=40 RIM 394.00 CB-A2 2% INV. 382.55 In DP 0 2% • D Λ 418 RIM 390.19 8.83 388 Fo 5% D INV. 382.55 Out INV. 383.00 In RIM 395.16 0 "H U Λ 3% 42 2% INV. 382.00 In T.O NIT # f1 INV. 383.00 Out 15 INV. 391.66 In @ LENNAR CORPORATION 2% • 36 LF of 15" HDPE @ 0.75% Λ 2.5% .W. 5" 7 INV. 382.00 Out TW=399.0 of INV. 391.48 In 130LF of 18" HDPE B.F. =417 Λ HD 2.5% 2465 KUSER ROAD, FLOOR 3 | CB-A3 LF 3% | 2% 122 INV. 391.48 Out G.F =409.5 .83 Λ LF o CB-MA6 FG=388.0 PE RIM 397.10 49 TUCKUNDER f 15 D T.O.W.=394.67 HAMILTON, NJ 08690 T.O.W.=394.67 Λ D .=40 0 " HD RIM 387.94 @ PE @ INV. 392.72 In Λ B.F.=385.67 8.83 B.F.=385.67 | G.F.=394.0 BUILDING, TYP. 5.5% G.F.=394.0 UNIT #92 T.O.W=394.17 1.51 INV. 384.59 Out UNIT #93 U DMH-E14 (1) (2) (1) 1.9 T.O.W=395.67 4% INV. 392.72 Out T.O NIT # Λ % Λ G.F.=394.50 B.F.=385.17 TW=396.0 T.O.W=395.67 RIM 400.85 G.F.=395.50 1% UNIT #94 B.F.=386.67 % R-40 Λ .W. 6 3.5% Λ UNIT #95 G.F.=395.50 ARCHITECT - PARCEL 2 B.F.=386.67 .00 B.F. =417 INV. 383.60 In FG=385.0 Λ UNIT #96 Λ T.O.W=396.67 T.O.W.=397.17 G.F =409.5 .83 402.14 @1 T.O.W.=397.67 INV. 383.60 Out Λ 1.00% G.F.=396.00 Λ B.F.=387.67 4 T.O.W=398.17 G.F.=396.50 S UNIT #87 B.F.=388.17 40 G.F.=397.00 .=4 0 5.5% Λ B.F.=388.67 0 HOLLIDAY ARCHITECTS UNIT #88 Λ G.F.=397.50 T.O.W=398.67 B.F.=389.17 UNIT #89 PE UNIT #90 8.83 G.F.=398.00 Λ 38 Λ B.F.=389.67 T.O UNIT # TW=390.0 UNIT #91 " HD JACKSON COMMONS " HDPE @ 6.5% 6 B.F.= 409.00 7 Λ Λ 6% 55 G.F.= 409.6 .W . 5 FG=383.0 Λ Λ SUITE A4 f 15 LF T.O. NIT #4 B.F. =416 67 Λ Λ of G.F =408.5 .83 o (WALKOUT) (WALKOUT) (WALKOU 30 JACKSON ROAD Λ 1 Λ 400. 7 LF 5" W.= .=40 T) (WALKOUT) 71 LF of 15 0 G.F.= =408.6 Λ Λ DMH-F4 (1) H B.F.= 408.00 (WALKOUT) T.O. NIT #3 G.F.= =407.67 7.83 MEDFORD, NJ 08055 96 DP 4% 67 Λ U Λ 384 RIM 406.21 E B.F.= 407.00 T.O. NIT #2 Λ (WALKOUT) (W Λ @ 67 399. INV. 404.28 In MONUMENT CB-MA5 ALKOUT) (WALKOU (WALKOUT) G.F.= 06.67 Λ 0. Λ PROPOSED INV. 400.17 In T) 398. TW=388.0 91 W RIM 387.97 (WALKOUT) LAND USE ATTORNEY Λ B.F.= 406.00 U W=4 #1 Λ S % 67 INV. 400.17 Out Λ DMH-MA1 (1) W INV. 377.73 In FG=382.0 Λ Λ U D 402 Λ UNIT Λ 397. • • Λ RIM 385.63 Λ 386 INV. 384.01 In Λ Λ Λ Λ ZARIN & STEINMETZ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 25LF of 15" HDPE @ 2.33% Λ • ??? Λ INV. 366.66 In Λ INV. 377.83 Out Λ Λ Λ TW=390.0 Λ Λ Λ Λ • Λ Λ CB-F13 Λ 81 MAIN STREET Λ D Λ Λ • Λ Λ INV. 365.00 Out Λ • BIO RETENTION Λ Λ T.O. Λ 416 Λ Λ Λ Λ 40 LF of 12" HD FG=384.5 Λ Λ D CB-F15 • Λ RIM 403.83 Λ Λ Λ LIMIT OF DISTURBANCE,INV. TYP. Λ Λ Λ PE @ 10.49% S Λ Λ Λ Λ WHITE PLAINS, NY 10601 Λ Λ Λ Λ Λ AREA Λ Λ Λ RETAINING WALL Λ Λ Λ Λ Λ RIM 406.80 400.50 In Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TW=385.5 Λ Λ Λ Λ Λ Λ 5.66% Λ Λ INV. 403.55 Out INV. 400.50 Out Λ Λ Λ (TYP.) Λ 384.30 Λ Λ Λ TW=388.0 Λ TW=403.0 47LF of 21" HDPE @ 33.82% Λ Λ TW=403.0 Λ Λ S Λ Λ FG=375.5 Λ CB-E14 384 TW=385.0 Λ Λ TW=389.0 Λ 25 LF of 15" HDPE @ 1.00% Λ SURVEYOR Λ FG=384.0 Λ FG=400.0 Λ Λ Λ RIM 406.80 FG=400.0 368 Λ Λ Λ FG=379.0 Λ DPE @ Λ FG=385.0 Λ Λ Λ Λ 414 Λ INV. 403.30 In Λ TW=387.0 Λ Λ Λ DANIEL T. MERRITTS, PLS Λ TW=376.0 Λ Λ INV. 403.30 Out Λ Λ 412 402 FG=380.0 Λ Λ Λ f 15" H Λ Λ Λ FG=369.5 394 BEDFORD ROAD Λ Λ Λ Λ 37 Λ 37 Λ Λ Λ 382 Λ TW=389.0 TW=376.0 Λ Λ 0 2 410 PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ 408 o Λ 6 FG=380.0 FG=368.0 37 Λ Λ 37 53 LF 40 Λ 4 Λ Λ 8 Λ Λ Λ Λ CB-MA3 DMH-MA1 TW=378.0 400 WETLAND CONSULTANT Λ Λ Λ 4% Λ Λ FG=374.0 Λ Λ RIM 374.81 RIM 385.63 TW=401.0 Λ DMH-MA4 0.9 Λ Λ 37 Λ INV. 381.29 In Λ Λ INV. 361.01 In RIM 383.70 TIM MILLER ASSOCIATES, INC. Λ FG=392.0 TW=393.0 @ Λ Λ 6 Λ INV. 364.00 Out INV. 370.85 Out Λ Λ INV. 362.03 In PE Λ Λ Λ 10 NORTH STREET Λ FG=385.0 Λ HD Λ INV. 362.03 Out Λ Λ Λ Λ Λ Λ COLD SPRING, NY 10516 Λ 5" Λ Λ Λ Λ Λ f1 Λ | Λ Λ Λ Fo Λ TW=391.0 Λ Λ Λ Λ Λ 7L Λ Λ Λ Λ FG=378.0 10 ES-1 BASIN #1 Λ Λ Λ Λ Λ Λ Λ INV. 362.00 In Λ Λ Λ Λ Λ Λ Λ Λ Λ | | Λ BIO-RETENTION AREA FLA Λ Λ S 38 DEV 8 BR-8 Λ 0 W Λ (8,029 SF) Λ E GG ABELLA GED B Λ T 37 Λ Λ LAN Λ 0 Λ Λ | Λ Λ E Λ Λ Λ D | L S D 36 Λ D Λ Λ Λ Λ J 0 S ULY Λ 35 Λ Λ Λ FLA Λ | 8 D Λ Λ 35 Λ 1 | 6 G MOD 3% 4 Λ 35 Λ , 20 2.7 Λ 4 E@ Λ Λ Λ 25 | DP Λ Λ Λ | Λ "H Y f 18 Λ Λ Λ Λ Fo THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ L Λ 109 1-800-962-7962 OR 811 STORMCAPTURE DETENTION SYSTEM 2 Λ Λ D Λ S Λ | 24' X 48' CONCRETE DETENTION SYSTEM | Λ BOTTOM OF SYSTEM: ELEV 364.00 Λ Λ Λ TOP OF SYSTEM: ELEV 370.00 Λ Λ Λ Λ 1 Λ 3+6 Λ Λ Λ LIMIT OF DISTURBANCE, TYP. HW-MA1 Λ Λ | Λ RIM 362.21 Λ | Λ INV. 360.00 In Λ 366 Λ Λ ENERGY 10 FT. WIDE Λ PROPOSED 360 Λ DISSAPATOR, TYP. WETLAND BUFFER Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ DRAINAGE EASEMENT Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 9LF of 18" HDPE @ 1.00% 354 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Λ 353 Λ HDS-MA1 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ Λ +(355.9) TC SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 358 Λ (355.4) (HYDRO-DYNAMIC SEPARATOR UNIT) WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ E INV 382.50 Λ 352 35 TC D + 2 35 Λ LAN RIM 363.5 Λ 6 35 Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ D INV. 360.09 In 5 Λ Λ +(354.9 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 353 FIRE INV. 360.09 Out Λ ) TC DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF FLAGGED WETLAND 20LF of 18" HDPE @ 1.00% 0 Λ Λ Λ 354 354 3+0 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ Λ ES BM-1 SHOWN BY THESE DRAWINGS. Λ 354 Λ 352 Λ INV. 351.00 Out Λ Λ +(35 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW W 356 Λ 4.4) YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ at C T Λ r e DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 354 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ D Λ Λ 354 Λ +(35 3 Λ Λ .7) T Copyright DTS Provident Design Engineering, LLP 2025 C Λ All rights reserved. Cou Λ Λ E 35 LAN Λ rse NOT FOR CONSTRUCTION 2 Λ Asphalt Λ 35 Λ FIRE 3 Λ Λ (35 Λ Drive 2 354 .7) 350 Λ TC + D Λ INV 382.50 Λ Λ Λ MOD Λ D AD 352 RO Λ Λ Λ D 352 ON 02 Λ MP E 35/2 Λ Λ O Λ CR OUT Λ 352 Λ .5+ R Λ Λ Λ Λ 0 Λ Λ 2+0 Λ D Λ Λ Λ 8"Ø PIPE OPENING Λ Λ AD Λ INV. ELEV: 374.5 Λ Λ Λ O Λ Λ R Λ Λ Λ D Λ Λ N 202 Λ Λ Λ Λ O Λ Λ P 35/ Λ Λ Λ M Λ 354 Λ Λ CRO OUTE Λ Λ Λ 00 Λ Λ 1+ D Λ Λ Λ R Λ Λ Λ Λ Λ Λ Λ Λ 35 4 D Λ 35 6 Λ Λ Λ CONKLIN AVENUE Λ 1+ Λ 35 Λ 82 PARCEL 2 - 8 Λ Λ Λ Λ Λ Stop Bar SITE GRADING & DRAINAGE PLAN 36 0 CONKLIN AVENUE 36 2 Gra R-10 36 vel 4 w al S e 36 6 D 36 INV 378.70 37 8 0 Stop 363 INV = SP-2.2 OGDEN AVENUE 37 r Ba C 15" .56 RCP 2 INV EXPIRES 7/31/29 37 .A/B C=3 / 4 64. 0 2 Page 72 WETLAND BUFFER 5' 3 0° 3 100' NONDISTURBANCE AREA S3 CAP WATER MAIN AND INSTALL CONC. THRUST BLOCK, TYP. SMH-E5 NEW FIRE HYDRANT RIM:400.83 AND 6" GATE VALVE, INV OUT:396.14 8" R-10 TYP. 2 D 2+8 Λ Λ D PAD Λ Λ 411.00 Λ Λ EVERGREEN MANOR PAD28 UNIT Λ D 410.50 0 #46 D Λ 0+0 29 3+74 Λ S Λ Town of Cortlandt, New York Λ Λ UNIT Λ #45 UNI Λ T #4 7 Λ Λ E DRIV Λ Λ UNIT Λ #44 K Λ Λ RAC Λ | Λ Λ UNI N 11° 58' 00" E Λ T #4 Λ A 8 Λ Λ TAM | Λ Λ UNIT Λ Λ 0 #43 2+0 Λ Λ D 0 Λ 3+0 DI | Λ 413.00 Λ UNI 30 MISC T #4 Λ 9 Λ 407.70 OWNER / APPLICANT Λ | MISC 32 Λ Λ 409.00 V.S. CONSTRUCTION CORPORATION UNI Λ | 31 0 D T #4 37 CROTON DAM ROAD Λ 1+0 2 0 Λ 0+0 1+0 UNIT OSSINING, NY 10562 Λ 0 #50 Λ Λ | UNI Λ T #4 Λ 1 PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Λ | ARCHITECT Λ Λ Λ DI 0+00 30' SIDE YARD SETBACK/ UNI DTS PROVIDENT Λ T #4 NONDISTURBANCE AREA MON OMPPOOPO 400.68  | Λ LIMIT OF DISTURBANCE, TYP. 0 Λ 33 363.59' Intelligent Land Use PR Λ Λ .70% UNI U NNUEOOD DTS Provident Design Engineering, LLP CA #: 0017846 | Λ M T #3 Λ 9 0 One North Broadway @0 EL. 3 SIN 2+0 WETLAND BUFFER Λ R RO UNI E White Plains, NY 10601 93 T #5 WETLAND Λ O DIP SPP SSEEDD U BA NMMTEENTT 1 Λ | BUFFER P: 914.428.0010 " Λ (BOT RATION of 8 UNI Λ F: 914.428.0017 T #3 LF Λ TOM D 8 381 Λ PROPERTY LINE, | CONTRACT VENDEE Λ LT TYP. Λ UNI 0 INFI T #5 2+0 Λ 0 UNI 2 LENNAR CORPORATION 1+0 Λ T #3 | Λ 7 2465 KUSER ROAD, FLOOR 3 Λ HAMILTON, NJ 08690 Λ Λ R-40 Λ | 100' NONDISTURBANCE AREA Λ UNI Λ 2+0 T #5 ARCHITECT - PARCEL 2 Λ Λ 0 3 Λ D Λ | ' HOLLIDAY ARCHITECTS .54 UNIT Λ FLAGGED | #36 | JACKSON COMMONS Λ FLAGGED Λ 432 D PROPERTY LINE, Λ Λ UNI WETLAND SUITE A4 D BY Λ TYP. WETLAND Λ T #54 Λ 30 JACKSON ROAD Λ UNIT Λ MEDFORD, NJ 08055 LAB LAGGE #35 Λ 0 WETLAND RESTORATION Λ 1+0 Λ 5 Λ Λ 202 Λ LAND USE ATTORNEY JULY ELLA Λ Λ 0 Λ Λ 73+0 Λ UNIT ZARIN & STEINMETZ DS F Λ 14, Λ #34 Λ 3+0 81 MAIN STREET CH Λ Λ Λ N 74° 35' 00" W WHITE PLAINS, NY 10601 Λ IN-IN LAN Λ 0 Λ 3+0 144.90' Λ UNIT UNIT Λ Λ #33 #55 Λ X8 WET SURVEYOR Λ Λ WETLAND RESTORATION Λ 8 IN Λ DANIEL T. MERRITTS, PLS Λ UNIT Λ UNIT 394 BEDFORD ROAD Λ #56 Λ CONC. THRUST BLOCK, #32 Λ PLEASANTVILLE, NY 10570 Λ 10 SMH-D1 Λ TYP. Λ 0' WE RIM:405.14 Λ TLA Λ NINV IN:392.80 8" SMH-E4 D WETLAND CONSULTANT Λ UNIT INVBUOUT:392.70 8" Λ NEW 100 FIRE HYDRANT Λ #31 F FE RIM:409.83 Λ R 'W TIM MILLER ASSOCIATES, INC. Λ 26' WIDE UTILITY AND 6" EGATE TLA VALVE, INV IN:393.47 8" Λ ND EASEMENT, TYP. BUFTYP. 10 NORTH STREET Λ INV IN:402.62 8" UNIT FER Λ #57 SMH-B4 COLD SPRING, NY 10516 Λ INV OUT:393.22 8" 0+00 2 Λ Λ Λ Λ +98 Λ RIM:408.21 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ INV OUT:403.50 8" Λ Λ Λ Λ Λ Λ UNIT S Λ Λ #30 Λ Λ 0+00 Λ Λ Λ Λ 3+87 Λ 76 SMH-D1 LIMIT OF DISTURBANCE, TYP. Λ Λ L Λ Fo 0" W Λ f8 RIM:405.14 Λ Λ "D UNIT #76 Λ IP Λ Λ INV IN:392.80 8" S @ UNIT 0.5 6' 0 Λ Λ 5% #29 INV OUT:392.70 8" Λ Λ 2+ Λ 1° 0 Λ UNIT #65 00 UNIT #66 Λ • Λ UNIT#67 S Λ Λ • UNIT #68 S3 UNIT #69 Λ @ 6.13% Λ UNIT 0 +3 0 • 0" E Λ Λ #28 UNIT #77 • Λ 1+ Λ 0+ 00 Λ 0 N 18° 07' 0 Λ • 0 IP Λ Λ • 93LF of 8" D Λ Λ 26' WIDE UTILITY • UN Λ UNIT Λ • EASEMENT, TYP. #27 Λ • Λ SMH-C2 IT # % Λ Λ • 0.72 • RIM:400.03 UNIT #78 Λ Λ 6 16LF of 15" DIP @ 3.43% • 1 UN • Λ INV IN:392.29 8" Λ IP @ Λ • Λ • IT # INV OUT:392.19 8" 30' SIDE YARD SETBACK/ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 8" D • • PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. NONDISTURBANCE AREA Λ 6 1-800-962-7962 OR 811 • • 0 M Λ SMH-B3 F of UN 1.34 N SYSTE 8" Λ • BIO • RIM:402.77 PROPERTY LINE, 177L RET SMH-C1 D 24 Λ IT # UNIT • UN • E IP 1+0 ARE NTION 3L INV IN:397.79 8" UN (TYP.) Λ #26 RIM:398.99 IT #79 -W 0 F • • 59 IO IT # Λ A of • INV IN:390.25 8" INV OUT:396.03 8" M WM 1+00 BOT. FILTRAT 8 " SD IP - 8" Λ • 5 D INV OUT:390.15 8" S Λ IP 8 • EL 40 Λ 137LF of 8" DI 0+00 @ P @ 1.00% • Λ ND IN 0. UNIT 2 #25 8% Λ • 0 S SMH-E3-1 2+0 Λ ROU 2+ • 100 GROUN D UNIT #80 Λ 76' RIM:408.59 % 00 ' WE .42 UNDER STEM • UNDERGRO @1 ERG TLA Λ INV OUT:403.90 8" ND IP INF. SY 92.34 UND INFILT RATION SY . 8" D L3 Λ B UF STEM BOT. E BOT. EL 39 308 FER of 3.14 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED UND Λ LF P-WM BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 7+ 136 SMH-E3 UNIT Λ M DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 77 #24 -W ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ RIM:408.39 D IP SMH - MA6 1 8" D SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ D SMH-C3 8" DI INV OUT:404.00 8" WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ RIM:397.80 RIM:401.89 UNIT #81 Λ D INV IN:390.24 8" INV IN:393.77 8" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED UNIT Λ 7+ 0 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL #23 INV IN:391.53 8" 3+0 Λ INV OUT:393.66 8" DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF S 005 PROPOSED 25 FT. WIDE 5 0 Λ INV OUT:390.14 8" ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS S 2+20+ WATER EASEMENT Λ SHOWN BY THESE DRAWINGS. Λ 99 D UNIT #70 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ S LF YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS UNIT 0% 46 Λ #22 of DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 0+ 3+ SMH-B2 1.0 Λ 8 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. "D 0 Λ @ RIM:400.68 S 0 | IP UN Λ IP D @ INV OUT:395.99 8" D Λ 1. IT # Copyright DTS Provident Design Engineering, LLP 2025 8" 00 7+00 UNIT Λ of All rights reserved. % #21 UNIT #82 | UN Λ 64 LF UNIT #71 3+ UNIT 76 Λ #14 IT # NOT FOR CONSTRUCTION 00 Λ UN 0.50% Λ 3 6 Λ IT # @ 2.37% | Λ DIP @ Λ 62 3+ S 26' WIDE UTILITY Λ 26 UNTYP. UNIT #83 Λ | EASEMENT, IT # UNIT #72 of 8" DIP 13 1+00 Λ UNI THRUST BLOCK, T #2 Λ 430.41' D 175LF of 8" F 0 101L TYP. Λ SMH-E2 PROPOSED SNOW Λ 6+50 | RIM:410.96 Λ | STORAGE AREA Λ INV IN:403.50 8" EASEMENT (TYP.) | Λ INV OUT:403.40 8" UNI UNIT UNIT #84 T #1 UNIT #73 Λ | | 9 #1 2 ΛΛ | 100' WETLAN Λ R-10 | % | Λ DIP @ 3.00 | Λ UNI | T #1 Λ 8 UNIT #85 Λ UNIT #74 S UNIT Λ | D BUFFER #1 | D 1 Λ M EL. 39 IN 128LF of 8" 5) Λ S UNI 6+00 SMH-E1 INFILTRATION BASIN TION BA T #1 Λ SMH-A1 (1) 7 | RIM:409.31 Λ "W RIM:393.06 (BOTTOM EL. 385) .05% Λ | INV IN:401.50 8" INV IN:385.58 8" 26' WIDE UTILITY CAP WATER MAIN AND ' 20 Λ UN IT #86 @2 0+00 INV IN:400.17 8" INV OUT:387.84 8" D EASEMENT, TYP. INSTALL CONC. Λ UNIT INFILTRA UNI (BOTTO #10 ° 15 T #1 Λ INV OUT:400.32 8" UNIT #75 DIP THRUST BLOCK, TYP. | 6 WV WV | Λ f 8" Λ S 30 WV NEW FIRE HYDRANT Fo Λ | | AND 6" GATE VALVE, Λ | 93L | | Λ Λ UNI Λ Λ TYP. Λ | DI Λ T #1 Λ 5 PARCEL 2 - Λ 2+98 UNIT 8" DIP-WM DI 397.50 Λ #9 Λ 386.86 37 5+50 S 0% Λ | S SITE UTILITY PLAN 34 Λ 7 3. S Λ 273LF of 8" DIP @ @ D 1.22% • Λ IP SMH - MA5 D "D Λ 8 RIM:393.83 • D of DI | 70LF of 8" DIP @ Λ LF S INV IN:386.30 8" 4.63% • 24 UNI 386.85 Λ SMH - MA5 (1) S S T #8 8" D INV OUT:386.20 8" Λ 35 • I P-W RIM:393.83 Λ | M INV IN:386.30 8" • D Λ 100' NONDISTURBANCE AREA D INV IN:386.30 8" Λ 144 L F of 2+0 • 0 Λ 8" D INV OUT:386.20 8" ' 00" E SMH-B1 80.44' M UNI I P@ S 68° 33' 00" E Λ SMH-A1-1 | IP-W 3.75 | T RIM:396.57 Λ #7 % 37.31' 5+00 D RIM:398.21 9% Λ D misc INV IN:391.84 8" INV OUT:393.24 8" PROPERTY LINE, 8" D Λ N 19° 38 0.6 | 387.00 TYP. % INV OUT:390.10 8" Λ Λ DIP @ 4.95 IP @ 36 R-40 Λ NEW FIRE HYDRANT Λ UNI UNIT #92 UNIT #93 SMH-A1 SP-3.1 UNIT #94 T UNIT #95 Λ Λ #6 "D AND FUTURE WATER UNIT #96 Λ RIM:396.80 Λ ' .41 of 8 S UNIT #87 MAIN EXTENSION, TYP. Λ Λ UNIT #88 1+0 INV IN:389.20 8" Λ F Λ UNIT #89 139LF of 8" 8" DIP, CL 54 312 91L 0 INV IN:390.00 8" Λ UNIT #90 Λ UNIT #91 UNI #4 (CAP END) Λ Λ T# 5 INV OUT:388.90 8" Λ EXPIRES 7/31/29 Λ UNIT Λ Λ SMH-E7 Λ Page 73 OU 100 ' .76 ' WE 2% RGR TLA @ 1.4 ND DIP BUF E f 8" 308 FER UND Fo P-WM L 7+ 136 SMH-E3 UNIT Λ M 77 #24 -W Λ RIM:408.39 D IP SMH - MA6 1 8" D Λ D SMH-C3 8" DI INV OUT:404.00 8" Λ RIM:397.80 RIM:401.89 UNIT #81 Λ D INV IN:390.24 8" INV IN:393.77 8" UNIT Λ 7+ #23 0 INV IN:391.53 8" 3+0 Λ INV OUT:393.66 8" S 005 PROPOSED 25 FT. WIDE 50 Λ INV OUT:390.14 8" S 2+20+ WATER EASEMENT Λ Λ 99 D UNIT #70 Λ S LF UNIT 0% 6 Λ #22 of +4 0+ SMH-B2 1.0 Λ 8" 3 00 DI Λ @ RIM:400.68 EVERGREEN MANOR S | P UN Λ P D @ DI INV OUT:395.99 8" Λ 1. IT # 8" 0 7+00 UNIT Λ 0% of #21 UNIT #82 | UN Λ 64 LF UNIT #71 3+ UNIT Town of Cortlandt, New York 76 Λ #14 IT 00 Λ #63 UN 50 % Λ Λ IT @ 0. 2.37% | Λ #62 Λ 3+ S " DIP 26' WIDE UTILITY Λ 26 DIP @ UNTYP. UNIT #83 Λ | EASEMENT, IT # UNIT #72 13 1+00 F of 8 Λ UNI THRUST BLOCK, T #2 Λ 430.41' D 175LF of 8" 0 101L TYP. Λ SMH-E2 PROPOSED SNOW Λ 6+50 | RIM:410.96 Λ | STORAGE AREA Λ INV IN:403.50 8" EASEMENT (TYP.) | Λ INV OUT:403.40 8" UNI UNIT UNIT #84 T #1 UNIT #73 Λ | | 9 #12 Λ Λ | 100' WETLAN Λ R-10 | % | Λ OWNER / APPLICANT DIP @ 3.00 | Λ UNI | T #1 Λ 8 UNIT #85 V.S. CONSTRUCTION CORPORATION Λ UNIT #74 S UNIT Λ | D BUFFER #11 | D 37 CROTON DAM ROAD Λ M EL. 39 IN 128LF of 8" 5) Λ S UNI OSSINING, NY 10562 6+00 SMH-E1 INFILTRATION BASIN TION BA T #1 Λ SMH-A1 (1) 7 | RIM:409.31 Λ "W RIM:393.06 (BOTTOM EL. 385) .05% Λ | INV IN:401.50 8" INV IN:385.58 8" 26' WIDE UTILITY CAP WATER MAIN AND ' 20 Λ UN IT #86 @2 0+00 INV IN:400.17 8" INV OUT:387.84 8" D EASEMENT, TYP. INSTALL CONC. Λ UNIT PLANNER, CIVIL ENGINEER, LANDSCAPE INFILTRA UNI (BOTTO #1 ° 15 T #1 Λ INV OUT:400.32 8" 0 UNIT #75 DIP THRUST BLOCK, TYP. | 6 WV WV | Λ ARCHITECT f 8" Λ S 30 WV NEW FIRE HYDRANT Fo Λ | | AND 6" GATE VALVE, Λ | 93L DTS PROVIDENT | | Λ Λ  UNI Λ Λ TYP. Λ | DI Λ T #1 Λ 5 Λ 2+98 UNIT 8" DIP-WM DI 397.50 Intelligent Land Use Λ #9 Λ 386.86 37 5+50 S 0% Λ DTS Provident Design Engineering, LLP CA #: 0017846 | S 34 Λ 7 3. S One North Broadway Λ 273LF of 8" DIP @ @ D 1.22% • Λ White Plains, NY 10601 IP SMH - MA5 D D Λ 8" RIM:393.83 • D of DI P: 914.428.0010 | 70LF of 8" DIP @ Λ LF S INV IN:386.30 8" 4.63% • F: 914.428.0017 24 UNI 386.85 Λ SMH - MA5 (1) S S T 8" D INV OUT:386.20 8" Λ #8 35 • I P-W RIM:393.83 Λ | M INV IN:386.30 8" CONTRACT VENDEE • D Λ 100' NONDISTURBANCE AREA D INV IN:386.30 8" Λ 144 LF o 2+0 • 0 LENNAR CORPORATION Λ f 8" D INV OUT:386.20 8" ' 00" E SMH-B1 80.44' M UNI I P@ S 68° 33' 00" E Λ SMH-A1-1 | IP-W 3.75 2465 KUSER ROAD, FLOOR 3 | T RIM:396.57 Λ #7 % 37.31' 5+00 % D RIM:398.21 Λ D misc INV IN:391.84 8" PROPERTY LINE, HAMILTON, NJ 08690 .69 INV OUT:393.24 8" 8" D Λ N 19° 38 | 387.00 TYP. % INV OUT:390.10 8" @0 Λ Λ DIP @ 4.95 36 R-40 Λ Λ UNI UNIT #92 DIP UNIT #93 SMH-A1 ARCHITECT - PARCEL 2 UNIT #94 T# UNIT #95 Λ Λ 6 UNIT #96 Λ RIM:396.80 Λ f 8" ' .41 S UNIT #87 Λ Λ UNIT #88 HOLLIDAY ARCHITECTS Fo 1+0 INV IN:389.20 8" Λ Λ UNIT #89 139LF of 8" 312 91L 0 INV IN:390.00 8" JACKSON COMMONS Λ UNIT #90 Λ UNIT #91 UNI #4 Λ Λ T #5 INV OUT:388.90 8" SUITE A4 Λ Λ UNIT Λ Λ SMH-E7 8" D 30 JACKSON ROAD Λ Λ #3 RIM:402.45 IP- MEDFORD, NJ 08055 Λ Λ 4+50 W M Λ UNIT Λ INV IN:394.93 8" MONUMENT #2 Λ Λ PROPOSED INV OUT:394.83 8" N 60 Λ LAND USE ATTORNEY UNIT H Λ S ° 49 Λ #1 Λ Y D D 0+0 Λ ' 00 W 0 "W Λ Λ • • Λ Λ 26' WIDE UTILITY 386 Λ Λ WV V WV Λ Λ Λ Λ 0+0 Λ UNIT WV Λ ZARIN & STEINMETZ Λ Λ Λ Λ Λ Λ Λ • Λ Λ Λ 0 Λ Λ Λ EASEMENT, TYP. WV Λ Λ Λ • Λ Λ Λ Λ D Λ Λ • Λ .0581 MAIN STREET Λ Λ • BIO RETENTION SMH - MA4 160 Λ Λ Λ Λ Λ Λ V Λ Λ Λ D • Λ Λ Λ AREAPROPERTY LINE, (TYP.) W Λ LIMIT OF DISTURBANCE, TYP. Λ Λ Λ Λ S W Λ Λ Λ Λ Λ Λ ' Λ Λ Λ Λ Λ WHITE PLAINS, NY 10601 Λ Λ Λ Λ Λ Λ Λ V Λ Λ Λ Λ RIM:383.75 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ INV IN:379.30 8" Λ Λ Λ Λ Λ Λ Λ S Λ SMH-E6 Λ Λ 384 Λ Λ 1+00 Λ Λ Λ INV OUT:379.20 8" Λ SURVEYOR Λ Λ Λ Λ Λ Λ RIM:407.22 S Λ Λ Λ Λ Λ Λ PROPERTY LINE, Λ 0 Λ Λ Λ 378 SMH-E8 Λ Λ INV OUT:400.80 8" Λ 4+0 Λ 382 Λ Λ DANIEL T. MERRITTS, PLS Λ TYP. Λ 2+00 Λ 376 Λ RIM:387.54 380 Λ Λ PROPOSED 20 FT. WIDE Λ Λ Λ Λ 394 BEDFORD ROAD Λ Λ 376 Λ Λ Λ INV IN:377.60 8" Λ Λ 382 Λ Λ 376 Λ DRAINAGE EASEMENT Λ Λ Λ Λ Λ Λ Λ Λ 3+0 Λ PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ Λ Λ 0 Λ Λ Λ Λ Λ 378 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ RW-3 Λ Λ Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 378 Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ Λ Λ Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ Λ Λ Λ Λ Λ Λ 384.67 TC Λ Λ Λ Λ Λ Λ 10 NORTH STREET Λ Λ Λ Λ 50 Λ Λ Λ 383.97 BC Λ SMH-MA5 3% Λ Λ 6 4+0 Λ Λ Λ Λ 3+ Λ Λ 37 0 COLD SPRING, NY 10516 9.9 Λ Λ Λ Λ RIM:383.30 Λ Λ Λ | Λ DEDICATED SNOW Λ Λ Λ Λ Λ @ Λ Λ Λ Λ Λ Λ Λ Λ STORAGE AREA, IP Λ 10 Λ 0 Λ Λ Λ 1+5 Λ "D Λ Λ Λ Λ Λ Λ TYP. Λ Λ f8 Λ Λ Λ Λ Λ 1+0 Fo Λ Λ Λ 0 Λ Λ Λ Λ Λ 2L Λ 385.64 TC Λ 00 Λ Λ 14 | | 0 Λ 5+ Λ Λ 385.14 BC 00 3+00 3+0 BIO-RETENTION AREA F Λ Λ 2+ 0+70 S Λ 100. L Λ T TRRE EH Λ 0+5 DEV 8 BR-8 W B BEEB 0' A TEERESEESTEEETL ERRH 0 Λ 385.64 TC 0 (8,029 SF) Λ Λ NNC 3+0 00 Λ E GG ABELLA GED B Λ 385.14 BC 385.24 CH 9 3+ T Λ Λ N Λ Λ WV LAN Λ 3 4+0 M 376 M Λ CL. 54 D.I.P. WATER Λ | Λ Λ Λ 0 CA Λ ED Λ S=EL4=004.00.R' K IN Λ 0 Λ MAIN, TYP. WV 385.0 TC +5 Λ 0+ Λ | L KKM S Λ Λ D 2 384.50 Λ 00 W D Λ T IN Λ IN 384.5 BC 4+ Λ V E Λ Λ J 3 + TYL 37745.0 TC Λ 00 S CL. 52 D.I.P. SANITARY E U A FES ARD Λ Λ Λ Λ Λ 0 I 4+4 .5 B L00=' 4 0 Λ L F +0 LY 1 2+0 384.50 TC Λ AL TC Λ 1+14 SEWER PIPE, TYP. C RTY | 385.00 4 LAG Λ Λ 385.26 D 3 COU 0 SF Λ Λ Λ 384.00 BC S Λ Λ | Λ 00 384.76 64BC8 Λ 384.30 0 2+00 2+0 4 3+ 0 Λ Λ Λ , 0.00 Λ NEW HEAVY DUTY TOW 50 202 Λ Λ 2+ ASPHALT PAV'T Λ 384.50 BC 384 Λ 7 37 + 3767..0 TC Λ | 11 (TYP.) ' Λ 5 PROPOSED 4'-0" HIGH 8.0' 5 BC Λ Λ | Λ Λ SP-6.1 386.5 TC 3+50 3 % Y BLACK VINYL CHAIN FENCE, Λ 6.20 00 Λ Λ Λ Λ 386.0 BC SMH -MA3 (BM-3) TYP. Beg1+00 0 0+ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ IP @ RIM:371.20 Λ Λ in: 386.35 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 0+ INV IN:363.70 8" 1-800-962-7962 OR 811 5+0 00. Λ ARD STORMCAPTURE DETENTION SYSTEM 2 Λ 8" D 00 Λ D Λ INV IN:365.10 24' X 48' 8" S TY Λ | CONCRETE DETENTION SYSTEM OUR | Λ INV OUT:363.59 8" SYSTEM: ELEV 364.00 F of Λ C BOTTOM OF Λ ING Λ 0 Λ Λ TOP OF SYSTEM: ELEV 370.00 1+0 DIN 0 SF 87L Λ 329 2+00 Λ Λ Λ Λ PI: 1 386.15 TC 30' FRONT YARD SETBACK OND 0+2 86 Λ 3+6 53 Λ 386.50 SEC ORBC Λ Λ LIMIT OF DISTURBANCE, TYP. 66 .60 386.65 Λ FLO .5 Λ | Λ Λ 386.35 | 386 0 Λ GREASE TRAP 4+0 Λ Λ Λ ENERGY 10 FT. WIDE S Λ SAMPLING MANHOLE PROPOSED S 76° 13' 31" E Λ SMH -MA2 DISSAPATOR, TYP. WETLAND BUFFER Λ Λ DRAINAGE EASEMENT NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 1500 GALLON GREASE RIM:363.20 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 8 RW-4 Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Λ TRAP TANK R-4 INV IN:358.20 8" R=47.00' +(355.9) TC ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ NTE .50 1+00 Λ S 77 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER A INV OUT:358.10 8" Λ (355.4) L L=51.51' Λ P 2 E INV 382.50 Λ FLUSH CURB, TYP. TC + SW INV 38 D WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ LAN Λ 1+50 U/D Λ Λ Λ 92L D WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 386.02 TC 386.00 Λ SMH - MA1 (BM-1) Λ +(354.9 E MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL IRE 30.0 ' 3" Λ ) TC Fo 385.52 BC RIM:354.00 FLAGGED WETLAND 0 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 2' 4 ° 37 64.77' Λ SW PLANTER-5 Λ Λ FFL. 386.5 (UPPER LEVEL) 3+0 0 f 8" Λ C00F INV IN:348.90 8" 4 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ 387 .5 TC 0+0 U/D INV 383.00 ° 0 ' NONDISTURBANCE AREA 6+00 FFL. 374.5 (LOWER LEVEL) 78 SHOWN BY THESE DRAWINGS. Λ 4+5 Λ .01B+ DI 385.00 Λ INV IN:349.07 6" N Λ Λ P@ GREASE TRAP RIM: 386.35 +(35 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 387 INV OUT:348.80 8" Λ 4.4) ' 03 IORETENTION AREA 8' x 135' INV: 380.00 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ C T Λ 10.0 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION BOTTOM EL: 386.0) 30' FRONT Λ INV: 382.5 D 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ 5% Λ 4+83 0+0 YARD SETBACK ' GRAVEL DIAPHRAGM FOR MC DEN 0 "W 0 0+0 Λ +(35 RD GAR 0 SF 3 Λ Λ .7) T RETREATMENT @ OPENINGS TYA SW C 7 ' Copyright DTS Provident Design Engineering, LLP 2025 R Λ 386.50 U CO 4 SF 3 2 @ 9.91% 20 LF of 6"0PVC 3.6 All rights reserved. Be Λ P-3 Λ 25 E 1+0PPRRO 543 374 MANHOLE LAN gin DROP Λ PI: NOT FOR CONSTRUCTION SW INV 37 Λ 1+3 374 U/D Λ 0+0 0 OPPO MO SMH - BM4 FES STR. S-32 : 0+ 0 4.2 FES STR. S-26A ON Λ FIRE PLA 1 RIM:374.00 0 0+0 INV.(IN): 348.80 Λ 0 NUU S INV.(OUT): 348.70 Λ 00. 5+0 INV IN:365.00 6" O NTT (35 NTE .50 M Λ MEE SSEE .7) 2 INV OUT:353.00 6" Λ 00 TC + D Λ FES STR. S-99 D INV 382.50 D R-3 0 Λ 18" RCP 0 349.05 Λ Λ 0+60 +50 1+00 36 LF of 6" PVC @ 2.81% Λ 9 AD MOD 71L D RO Λ 0+00 S 15" RCP Λ PROPOSED 6" DIP SANITARY Λ D TWIN Fo -7 N 2 Λ S 1+07 TER PO 35/20 Λ LAN 82.50 PI: SEWER CONNECTION f 8" 'O' INLET STR. S-34 M Λ P CRO OUTE Λ SW INV 3 4 Λ 18" RCP PROPOSED 10 FT. 352 INV. OUT: 366.5 GR: 352.66 DIP 6+7 0+7 Λ .5+ U/D R 0+5 Λ Λ INV.(IN): 349.14 PI: 1+ 374.00 WIDE DRAINAGE Λ @ 9.9 SW PLANTER-6 Λ SMHINV.(OUT): - BM5 349.14 49.22 P 0 5" RC 2.8 1+00 EASEMENT 0 Λ PI: 1+ Λ WIN 1 4 2+0 U/D INV 383.00 RIM:354.80 Λ T 6% R=34.00' 0 D Λ 20.00 0 2+0 INV IN:351.00 6" Λ 5+5 Λ 8"Ø PIPE OPENING R L=49.52' Λ LOO INV OUT:349.90 6" Λ Λ 386.50 INV. ELEV: F 374.5 T Λ FIRS .5 Λ P Λ R RC Λ OO Λ 374 " REFER TO SHEET SP-6.3 L Λ Λ F Λ 15 OND SMH - EX1 S 'F' INLET FOR SANITARY MANHOLE STR. S-35 Λ 386.40 Λ 0 IN Λ SEC .5 +0 SPECIFICATIONS Λ 2 Λ Λ GR: 355.70 TW RIM:353.18 Λ Λ MH ST. S-26 386 RW-5 Λ INV.(IN): 351.03 Λ Λ WV INV IN:346.78 8" Λ RIM: 352.66 Λ Λ 386.40 SW PLANTER-2 Λ INV.(OUT): 351.03 Λ INV.(IN): 348.50 Λ 0 0+0 U/D INV 369.50 Λ Λ 'K' INLET S-26B 0 1+ D Λ 386.25 'F' INLET STR. S-33 Λ 3 86 GR: 352.15 0 Λ Λ 386 .6 TC GR: 352.41 Λ INV.(IN): 348.53 30.0 00 7 Λ Λ 7.4 18.5 .1 B INV.(IN): 348.89 INV.(OUT): 348.53 Λ 6+ RW-6I: 2+7 Λ 7 C 385.63 TC Λ INV.(OUT): 348.89 ' P Λ Λ ' PI: Λ 385.13 BC D Λ 373.50 Λ Λ 2+5 Λ Λ CONKLIN AVENUE Λ 1+ Λ 10 0 5 3+0 Λ PROPERTY LINE Λ .78 82 Λ 386.00 Λ (TYP.) Λ Λ 387 PARCEL 2 - Λ Λ -1 386 .0 TC TER Λ .5 B P LAN 79.50 C SW INV 3 0 SITE UTILITY PLAN SW PLANTER-8 1+0 Λ U/D 50 0 U/D INV 382.50 P 3+0 RC 6+ Λ 24" 387 387 .5 TC 0 .0 B 387.50 4+0 C R-10 PI: D 3+6 38 7 387 .90 TC 00 387.25 8 .40 30. T TRRE EH .25 0+ B B 387.40 387.90 BPCI: 3 TEERESEESTEETL ERRH EEB N 69° 09' 32" E 0' NNC 7+00 + 31. CH 83 5+00 11.27' NMMCA K 3+75 PI: E D 3+4 S 1. 5 =L INV 378.70 E3=723.7020.' KOGD 7 K PI: M -36 T I N I R. S .56 N 79° 23' 56" E N SP-3.2 T 4 E CP S A T 7 NLE R: 36 3.64 +60 R 150.32' L00=' AVE : 3+74.75 24" 'F' I R PI: 5+63.98 G 36 ) : 64 63. .88 00 .(IN INV UT): 3 3 6+ IN 30' FRONT .(O 7 INV 2 NUE EN YARD SETBACK EXPIRES 7/31/29 . 00' 7+ 50 Page 74 299.94' N 78° 14' 00" W 299. 45' EVERGREEN MANOR PROPERTY LINE, TYP. Town of Cortlandt, New York 100' WETLAND BUFFER 0" W N 64° 59' 0 0" W 5' 3 0° 3 100' NONDISTURBANCE AREA S3 EXISTING TREE CANOPY TO REMAIN, TYP. R-10 LIMIT OF DISTURBANCE, TYP. D OWNER / APPLICANT Λ Λ Λ D Λ Λ V.S. CONSTRUCTION CORPORATION Λ Λ D 100' NONDISTRURBANCE AREA D 37 CROTON DAM ROAD Λ Λ OSSINING, NY 10562 S Λ Λ Λ Λ Λ PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Λ IVE ARCHITECT Λ K DR Λ Λ DTS P O DENT Λ  C Λ Λ | Λ ARA Λ N 11° 58' 00" E Λ ntelligent Land se Λ Λ Λ TAM | Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ One North Broadway Λ Λ D LIMIT OF DISTURBANCE, Λ | White Plains, NY 10601 Λ TYP. Λ P: 914.428.0010 Λ F: 914.428.0017 Λ LAWN (TYP.) SAND FILTER Λ | Λ FOREBAY SEED MIX CONTRACT VENDEE Λ Λ | D Λ LENNAR CORPORATION Λ Λ 2465 KUSER ROAD, FLOOR 3 Λ HAMILTON, NJ 08690 Λ | Λ Λ Λ ARCHITECT - PARCEL 2 Λ | Λ Λ HOLLIDAY ARCHITECTS Λ 30' SIDE YARD SETBACK/ JACKSON COMMONS Λ NONDISTURBANCE AREA MON OM | Λ LIMIT OF DISTURBANCE, TYP. SUITE A4 Λ 363.59' PR P Λ 30 JACKSON ROAD Λ U MEDFORD, NJ 08055 | Λ M Λ MO P EL. 3 SIN P Λ O O E STORMWATER BASIN R ENUNUMTM R N 93 Λ WETLAND O LAND USE ATTORNEY SO BA SEED MIX PP Λ | BUFFER OO ENET Λ D (BOT RATION SESD ZARIN & STEINMETZ Λ NT ED Λ TOM D 81 MAIN STREET Λ PROPERTY LINE, | Λ WHITE PLAINS, NY 10601 LT TYP. Λ INFI 14.0 Λ ' Λ | SURVEYOR Λ Λ Λ DANIEL T. MERRITTS, PLS Λ R-40 394 BEDFORD ROAD Λ | 100' NONDISTURBANCE AREA Λ Λ PLEASANTVILLE, NY 10570 Λ Λ Λ D EXISTING TREE BY Λ | ' .54 CANOPY TO REMAIN, Λ WETLAND CONSULTANT | TYP. | Λ FLAGGED Λ 432 D PROPERTY LINE, JULY ELLA GED Λ Λ WETLAND TIM MILLER ASSOCIATES, INC. Λ TYP. Λ EXISTING TREE LINE Λ 10 NORTH STREET Λ TO REMAIN, Λ COLD SPRING, NY 10516 LAB S FLAG 5 TYP. STORMWATER BASIN Λ 202 WETLAND WETLANDRESTORATION RESTORATION Λ Λ SIDE SLOPE SEED MIX Λ SEE SHEET SP-11.0 FOR Λ Λ Λ WETLAND CREATION Λ Λ 14, Λ AND EXPANSION PLAN Λ LAWN (TYP.) Λ D Λ RESTORATION SEED MIX (TYP.) Λ LIMIT OF DISTURBANCE, Λ LAN Λ TYP. Λ N 74° 35' 00" W Λ Λ Λ 144.90' Λ EXISTING TREE Λ Λ STREET TREE, WET Λ CANOPY TO REMAIN, Λ Λ TYP. WETLAND RESTORATION Λ TYP. Λ Λ Λ Λ Λ Λ Λ 10 Λ Λ 0' W Λ ET Λ LA ND Λ Λ BU 100 Λ Λ FF 'W Λ ER ETL AN Λ EXISTING TREE LINE, DB Λ TYP. UFF Λ ER Λ LAWN (TYP.) Λ Λ Λ RESTORATION SEED MIX (TYP.) Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ Λ Λ Λ Λ Λ Λ 1-800-962-7962 OR 811 Λ Λ Λ Λ EVERGREEN TREE, TYP. S Λ Λ Λ Λ Λ Λ Λ Λ Λ LIMIT OF DISTURBANCE, TYP. Λ Λ Λ POST TOP "W Λ Λ Λ LIGHT (TYP.) Λ Λ 0 Λ S 6' 0 Λ Λ Λ Λ Λ 1° 0 Λ Λ • Λ S Λ Λ • S3 LAWN (TYP.) Λ Λ •• NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 0" E Λ Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT •• Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ •• ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ N 18° 07' 0 Λ ORNAMENTAL SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ Λ •• TREE, TYP. WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Λ •• Λ Λ •• WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED •• Λ Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL SHADE TREE, TYP. Λ Λ •• DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF •• Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ •• •• Λ SHOWN BY THESE DRAWINGS. Λ •• 30' SIDE YARD SETBACK/ Λ Λ •• 30' SIDE YARD SETBACK/ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ •• NONDISTURBANCE OF DISTURBANCE,AREA YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS •• NONDISTURBANCE LIMIT AREA Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION •• LIMIT OF DISTURBANCE, •• Λ TYP. 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. •• Λ TYP. BIO •• RET PROPERTY LINE, Λ •• F 6 C EL 401.8 N •• E ARE NTION (TYP.) IO Λ •• PROPERTY LINE, Copyright DTS Provident Design Engineering, LLP 2025 8 ) •• (2 RO M 2 - BO FILTRAT BERS Λ •• A All rights reserved. TYP. Λ •• S Λ HAM S •• ALL TREES WITHIN LIMIT OF NOT FOR CONSTRUCTION Λ IN T. •• DISTURBANCE TO BE REMOVED, Λ SYST ROUND EVERGREEN TREE, STYP. Λ •• TYP. WS O Λ •• • 100 ERG Λ ' .76 E ' WE • TLA Λ ND SHADE TREE, TYP. UND Λ 308 BUF FER Λ EVERGREEN TREE, TYP. Λ Λ D Λ D ORNAMENTAL TREE, TYP. Λ Λ D Λ P. ' TY 0.0 Λ S PROPOSED 25 FT. WIDE 2 RESTORATION SEED MIX (TYP.) Λ S WATER EASEMENT Λ Λ D LAWN (TYP.) Λ S Λ Λ Λ S | Λ D Λ EXISTING TREE LINE Λ | Λ TO REMAIN, Λ TYP. Λ Λ Λ | Λ STORMWATER BASIN Λ S Λ SIDE SLOPE SEED MIX Λ | Λ PROPERTY LINE, Λ 430.41' D TYP. Λ PROPOSED SNOW PARCEL 2 - Λ STORMWATER BASIN | Λ | STORAGE AREA SEED MIX Λ EASEMENT (TYP.) SITE LANDSCAPE PLAN | Λ MATCHLINE (SEE SHEET SP-4.2) Λ | MATCHLINE (SEE SHEET SP-4.2) | Λ Λ | 100' WETLAN LIMIT OF DISTURBANCE, Λ | | Λ TYP. | Λ | Λ 50.0' Λ S Λ | R.O.W. | D Λ M EL. 39 IN D BUFFER (TYP.) 5) Λ S INFILTRATION BASIN TION BA Λ | Λ 0" W (BOTTOM EL. 385) Λ | Λ 5' 2 D Λ INFILTRA (BOTTO SP-4.1 Λ | 0° 1 WV WV | Λ LIMIT OF DISTURBANCE, Λ WV Λ S3 TYP. | | Λ | | | Λ Λ Λ Λ Λ | Λ 2+9 Λ SAND FILTER Λ Λ FOREBAY SEED MIX STORMWATER BASIN 9 Page 75 E OL NH 2 MA 66.9 2 B AIN =3 4.0 DR RIM C=36 L 12" MAPLE B/ DY .A/ A NS ign V.S.Construction Corp. INV L MANTAIN GRAVEL P Stop 12"RCP et S NE 10" MAPLE Now or Formerly RC r Stre W. SWALE 6" CLUMP .O. EXISTING PAVEMENT MAPLE Sign C 33.12-2-8 15" 3.56 p Ba R AVENUENSDYL OGDEN =36 n 6" CLUMP ED MAPLE STRIPING TO BE INV Sig UP o le Sto L S OS REMOVED (TYP.) W 8" MAPLE SP-4.2 33.08-3-20 OP LIMIT OF PAVEMENT PR ll 40" MAPLE Now or Formerly MILLING AND Wa LIMIT OF PAVEMENT le ne MILLING AND Theresa Guillermo OVERLAY St o UPo OVERLAY E P 6.0' SHOULDER 20" TREE le 24" OAK OL RC A UP o n tion NH 5 MEET EXISTING 10" MAPLE AVENUE CONKLIN MA 2.6 PAVEMENT 18" 54.43 L 10" TREE Sig rsec NE MATCH LINE ER =35 MARKINGS =3 B Inte SEW RIM E INV le 10" MAPLE ET OL a AD INL NH 3 y Sw P AIN .51 E vel RO CM DR =367 64.31 MA 51.6 EXISTING OL PAVEMENT Gu re 12" TREE Gra Pier AIN IM=3 NH 4.60 5 TO BE Wi D 24" 0' R RIM A=3 3.81 . 6 DR R MA =3STRIPING .0' 2 ,50 INV =3 B y RIM REMOVED (TYP.) 6" TRIPLE MAPLE y 10"1 MAPLE . R-10 le IN V ET NLL NEL NEL L IN L Gu re PO75NTE 35/20 DY NSDYL Gu re Y Sign UPoole Wi i LL NS AIN .36 D B RK MPH UP le W NB OM ROU DR =367 IRE YO ign UPo L RIM L NE le QU EW 441 et S ET D CR DY SITE LANDSCAPE PLAN AC F N 320 Stre INL NS UP o 12. DS E O 491 OA 0' Stop Bar AIN .65 D R 2 Pier LANE STATMBER Pier DR =35' 5 0 PON 5/20 PARCEL 2 - TH NU ox RIM 75. OM E 3 L 12. OF OL TRAFFIC SIGNALl BPOLE NE 0' Wall PLE NTR na CR ROUT TO BE i g REMOVED PEO CO ic S le le THE EED aff l Po ne D T r n a UPo 12. L NL 0' IP 16"PIPE AVENUE 8" PIPE CONKLIN Sig OLE Sto H WS ffic 8"C .W. L Tra MAN 3.18 R.O ER =35 ED SEW RIM OLE OS OP NH 08 Y PR ED BY IR CR MA =3T5O3F. WA L QU THE E NE OM OL RIMRIGH ING A C OF YORK PO NH 6 IST DS PLE N OF ASPHALT ve EX ' MA 52.6 25 DR EXISTING EDGE LANE PEO F NEWOL 4 R= O AIN =3 END CURB T H TE O NTR 2039 AD DR RIM / =RT 202 STA. 11+40.09 STAED CO 4913 RO ROAD STATION 0+00 14" PINE r DE BER EXISTING PAVEMENT M ET UTE INL 1 12" MAPLE 12" PINE WatePit STRIPING TO BE NU 202 R2 AIN 2.1 SHOULDER ter REMOVED (TYP.) 0' sphalt Dri T Me 5 DR M=35 5.0 EN 33.08-1-PO 6 V.S.Construction Corp. ' EM RI R= A uy ole AV or Formerly L 33.12-2-8 Now or Formerly W P NNow AD NE TRAFFIC SIGNAL POLE TO le NE P I G IP Now or Formerly Wire I Town of Cortlandt RO 33.12-2-8 WS BE REMOVED xG 8"C al P T STR L EN Control #500403371 ND 02 V.S.Construction Corp. EM PO 35/2 L Bo UPo P AV ign OM TE DY PROPOSED CURB LINE ING NS ENTRY ROAD 33.08-1-6 IST CR ROU nal EX IPING 1 12" OAK fic S STR R=25' 2 EXISTING RIGHT OF WA Y ig Now or Formerly . L IP 20" TREE R25.0 UTILITY 0 R Hudson Valley Hospital Center .0' NE NL 6"C ' POLERTO5 R=25' Traf 1 R= BE RELOCATED 0.0 Guy CR OUT 200 N LA 50 fic S ' ' O Wire ' 1 8"CIP all UR MP E 35/2 gW TT L P . 2.0 ON 02 NE ' .W Traf D ta inin LEF RO RC .70 nrRye le 20" =348 R.O 6' SHOULDER AD MOD aso UPo INV S ED WSL eM R25 O PO ED l Y Ston .0' PR 0' C1 EXISTING RIGHT OF WA 10. lt Drive OS T 16"CIP 0' Wal Sign 12. 8"CIP OP EN NOT FOR CONSTRUCTION e U/D WF CROMP ON Guy 0' 12. e UPole MO PR NUM Aspha All rights reserved. ROUTE D ROAD Wire 0' urs 15. Ston Copyright DTS Provident Design Engineering, LLP 2025 35/202 Guy UPole UPole .0' 0' Co Wire R50 10. L INE RB 12" TREE U/D CU 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. ED le 100 OS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION NEL OP UPo 6" TREE 10" TREE 'T YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS L PR r NSDYL 16"CIP LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW NBL 8" TREE te a URN 100.00' BUFF 12.0' ER F C2 W 12.0' 1 SHOWN BY THESE DRAWINGS. ING L W ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS U/D DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF NSDYL Guy le NSDYL ANE NEW 5' WIDE ASPHALT MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 12" TREE Wire ARY WALK (TYP.) FLAGGED WETLAND WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 2.0' 12 UND UPo NSDYL Δ=31.80 BO .0' C3 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. ND 12.0' L=313.07 U/ UPole UPole TLA D SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER NEL R=564.00 WE U/D ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND WF DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE MEET EXISTING BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT PAVEMENT STRIPING UPole ipe PROPOSED CURB LIN E 8" Sewer P NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 8" Sewer P ipe4" CHERRY UPole EXISTING PAVEMENT U/ D 6" MAPLE Y STRIPING TO BE 18" TREE WA DRAINAGE EASEMENT C4 6" MAPLE 16" TREE le OF REMOVED (TYP.) WETLAND BUFFER 18" TREE UPo HT PROPOSED 10 FT. WIDE RIG U/D 6" MAPLE 6" MAPLE 6" MAPLE ING IST E NEW PAVEMENT WF 10" MAPLE EX OL U/ 12" MAPLE 6" MAPLE D 10" HICKORY NH D STRIPING | 6" MAPLE | 8" MAPLE MA UN 10" MAPLE ER T FO DRIVE SEWER MANHOLE SEW - NO PROPOSED ATE EY U/D RIM=359.78 XIM URV 33.12-2-7 S U/D PRO D Now or Formerly Λ AP ER OL P V.S.Construction Corp. | Λ 1-800-962-7962 OR 811 Wall | PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. U/D THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY U/DΛ BY 5 Stone Λ D Λ E 202 | U/D | , D U/Λ 4 Λ D | LY 1 U/ D U/ Λ U | Λ J Λ ND D ED LLA L S FL | U/ D A UΛ/ G L | Λ T G ABE AGG Λ D U/ WE D Λ U/ FLA | | Λ 8 e D U/ D Λ ous U/ Λ gu Λ i COLD SPRING, NY 10516 Λ t | Λ 10 NORTH STREET D e U/ Λ TIM MILLER ASSOCIATES, INC. U/D Λ t ConTax Lot n Λ Λ o WETLAND CONSULTANT R15 n Λ .0 D ' U/ Lo Λ U/DΛ PLEASANTVILLE, NY 10570 are t 7 ands Betwe Λ Λ Λ Λ Λ 0 U/D Λ Λ Λ Λ Prop Tax erty Lin Λ 394 BEDFORD ROAD Λ 3+0 Λ U/D Λ Λ Λ U/D Λ Λ Λ Λ 382 Λ U/D Λ Λ Λ DANIEL T. MERRITTS, PLS Λ Λ U/D Λ Λ Λ Λ RESTORATION SEED MIX (TYP.) Λ Λ Λ Λ Λ Λ Λ Λ SURVEYOR Λ Λ Λ Λ Λ Λ Λ Λ S Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 384 Λ Λ S Λ Λ Λ Λ Λ Λ Λ Λ WHITE PLAINS, NY 10601 Λ Λ Λ Λ Λ U/D Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 81 MAIN STREET Λ Λ AREA Λ Λ Λ Λ Λ Λ Λ Λ Λ S Λ Λ Λ Λ 1+00 Λ Λ Λ D • Λ Λ Λ Λ Λ Λ Λ Λ Λ BIO RETENTION • Λ Λ ZARIN & STEINMETZ Λ • Λ Λ D Λ Λ Λ Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. Λ Λ Λ 386 Λ Λ • • Λ Λ LAND USE ATTORNEY 0 U/D D Λ 0+0 Λ Λ SEPARATION, S Λ Λ PROPOSED 10'-0" MIN. Λ Λ .0' MEDFORD, NJ 08055 Λ MONUMENT 0 Λ Λ Λ R2 30 JACKSON ROAD Λ Λ SUITE A4 Λ Λ Λ Λ JACKSON COMMONS 00 Λ Λ Λ Λ HOLLIDAY ARCHITECTS 2+ RESTORATION SEED MIX (TYP.) Λ Λ Λ Λ S ARCHITECT - PARCEL 2 Λ Λ FOREBAY SEED MIX Λ Λ Λ Λ R-40 SAND FILTER Λ Λ HAMILTON, NJ 08690 | Λ 2465 KUSER ROAD, FLOOR 3 D Λ D Λ | LENNAR CORPORATION ORNAMENTAL TREE, TYP. | Λ Λ • CONTRACT VENDEE Λ D Λ D • | Λ F: 914.428.0017 • Λ S S (TYP.) P: 914.428.0010 Λ • S Λ POST TOP LIGHT | White Plains, NY 10601 D • Λ 100' NONDISTRURBANCE AREA One North Broadway D Λ • D LAWN (TYP.) Λ CA #: 0017846 DTS Provident Design Engineering, LLP SHADE TREE, TYP. SIDE SLOPE SEED MIX S S SHADE TREE, TYP. Λ S STORMWATER BASIN SEED MIX | Λ se ntelligent Land 9 Λ STORMWATER BASIN FOREBAY SEED MIX Λ Λ  SAND FILTER Λ 2+9 DTS P O DENT Λ | Λ Λ Λ Λ Λ | | | Λ | | TYP. Λ ARCHITECT Λ LIMIT OF DISTURBANCE, Λ | PLANNER, CIVIL ENGINEER, LANDSCAPE | Λ (BOTTO INFILTRA Λ D Λ | Λ (BOTTOM EL. 385) Λ | OSSINING, NY 10562 Λ TION BA 37 CROTON DAM ROAD INFILTRATION BASIN S Λ 5) D BUFFER M EL. 39 IN Λ D V.S. CONSTRUCTION CORPORATION | | Λ S Λ Λ OWNER / APPLICANT | Λ | TYP. Λ | | R-10 Λ LIMIT OF DISTURBANCE, 100' WETLAN | Λ MATCHLINE (SEE SHEET SP-4.1) MATCHLINE (SEE SHEET SP-4.1) Λ | | Λ Λ | Λ SEED MIX | Λ | STORMWATER BASIN Λ Λ TYP. D Λ PROPERTY LINE, Λ | Λ SIDE SLOPE SEED MIX Λ S Λ STORMWATER BASIN Λ | Λ Λ Town of Cortlandt, New York Λ TYP. Λ TO REMAIN, Λ | Λ EXISTING TREE LINE Λ EVERGREEN MANOR D Λ | S Λ Λ Λ S Λ LAWN (TYP.) D Λ Λ S Λ RESTORATION SEED MIX (TYP.) S Λ Λ D Λ Λ ORNAMENTAL TREE, TYP. D Λ D Page 76 TREE PIT DIAMETER AT PLANTING, PRUNE TREE PIT DIAMETER BALL DIA. MIN. PIT WIDTH TREES ONLY TO REMOVE BALL DIA. MIN. PIT WIDTH UP TO 48" BALL DIA. +2' BROKEN OR CROSSING UP TO 48" BALL DIA. +2' WOOD TREE STAKE BRANCHES AS DIRECTED 48" UP 1 3/4 x BALL DIA. WOOD TREE STAKE 48" UP 1 3/4 x BALL DIA. CLEAR OF ROOT BALL HYDROSEED (FOR SEEDED SLOPES) BY OWNER'S EVERGREEN MANOR CLEAR OF ROOT AND TREE STAKE TIE OR EROSION CONTROL BLANKET ON REPRESENTATIVE PIT DIAMETER IN COMPACTED SOIL BALL AND TREE PIT DIAMETER IN COMPACTED SOIL (SEE NOTE #1) ALL EXPOSED SLOPES GREATER BALL DIA. MIN. PIT WIDTH STAKE TIE (SEE THAN OR EQUAL TO 3:1 TOP OF ROOT COLLAR FLUSH BALL DIA. MIN. PIT WIDTH TOP OF ROOT COLLAR NOTE #1) Town of Cortlandt, New York UP TO 48" BALL DIA. +5' WITH GROUND LEVEL; NO UP TO 48" BALL DIA. +5' FLUSH WITH GROUND PREVIOUS GROWING LEVEL AT 48" UP 2 x BALL DIA. MULCH WITHIN 6" OF TRUNK 48" UP 2 x BALL DIA. LEVEL; NO MULCH WITHIN FINISHED GRADE 6" OF TRUNK 2" DEEP MULCH 2" DEEP MULCH - NO MULCH STAKING DIAGRAM 2" DEEP MULCH SECONDARY STAKING DIAGRAM SECONDARY WITHIN 6" OF TRUNK AFTER PLACEMENT REMOVE TREE NO. OF STAKE 4'-0" MIN ALL STRINGS, TWINES, AND TREE NO. OF STAKE 6" HIGH PLANTING SAUCER MAINTAIN 4" HIGH, 8" WIDE LIP ON CAL. STAKES LOCATION CAL. STAKES LOCATION SAUCER BERM DOWNHILL SIDE ONLY 2"-4" 2 180 DEGREES LACINGS; REMOVE AT LEAST TOP HALF OF ANY BURLAP OR 2"-4" 2 180 DEGREES GROUND LEVEL 4"-6" 3 120 DEGREES 4"-6" 3 120 DEGREES TOP OF ROOT COLLAR FLUSH EXTENT OF WIRE BASKET AFTER TREE IS EXTENT OF TOPSOIL MIX WITH GROUND LEVEL; NO 2" ROOT BALL STABILIZED IN PIT ROOT BALL MULCH WITHIN 6" OF TRUNK FEATHER OUT ON 1:1 GRADIENT 2" SECONDARY 6'-0" TREE PLANTING TIE 6" HIGH PLANTING SAUCER TREE PLANTING TIE SECONDARY STAKES SCARIFY WALL AND 3" HIGH PLANTING SAUCER TO ALLOW SWAY TO ALLOW SWAY STAKES 3" DEEP MULCH EXISTING SLOPE 0° TOPSOIL MIX BOTTOM OF PIT ALL 12 0° TOPSOIL MIX PRIMARY STAKE PRIMARY STAKE 12 AROUND WITH SHARP TOOL REMOVE ALL STRINGS, UNDISTURBED SOIL GROUND LEVEL 6" 2" 3'-0" GROUND LEVEL 3" TWINES, AND LACINGS IF ANY UNDISTURBED SUBGRADE DIRECTION OF 12 SCARIFY WALL AND BOTTOM DIRECTION OF 12 0° 0° SCARIFY WALL AND BOTTOM PREVAILING WIND TREE TRUNK OF PIT ALL AROUND WITH PREVAILING WIND TREE TRUNK AFTER PLACEMENT, REMOVE SHARP TOOL VARIES - SEE BOX OF PIT ALL AROUND WITH OWNER / APPLICANT 6" SECONDARY SECONDARY ALL STRINGS, TWINES AND SHARP TOOL 3'-0" 6" STAKES STAKES LACINGS; REMOVE AT LEAST UNDISTURBED SUBGRADE TOP HALF OF ANY BURLAP OR UNDISTURBED SUBGRADE V.S. CONSTRUCTION CORPORATION WIRE BASKET AFTER TREE IS STABILIZED IN PIT 37 CROTON DAM ROAD VARIES - SEE BOX NOTE: PLANTING MOUND; NOTE: PLANTING MOUND; VARIES - SEE BOX PLANTING MOUND; UNDISTURBED OSSINING, NY 10562 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG UNDISTURBED OR TAMPED 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG UNDISTURBED OR OR TAMPED SUBGRADE WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 SUBGRADE WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 TAMPED SUBGRADE NOTE: NOTE: OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE 1. SCARIFY ROOT BALL OF CONTAINER 1. PLANTS SET VERTICALLY, NOT PERPENDICULAR TO SLOPE. STAKING DIAGRAM. 2. SCARIFY ROOT BALL OF CONTAINER STOCK ALL AROUND STAKING DIAGRAM. 2. SCARIFY ROOT BALL OF CONTAINER STOCK ALL AROUND W/ STOCK ALL AROUND W/SHARP TOOL. 2. EROSION CONTROL BLANKET FOR SEEDED SLOPES TO BE "LANDLOK CS2" OR "PROPEX ECSC-2B" OR APPROVED EQUAL. PLANNER, CIVIL ENGINEER, LANDSCAPE 3. EROSION CONTROL BLANKET FOR PLANTED SLOPES TO BE JUTE MESH BLANKET OR APPROVED EQUAL. W/SHARP TOOL. SHARP TOOL. ARCHITECT DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING SHRUB PLANTING SLOPE PLANTING DTS P O DENT  1 2 3 4 ntelligent Land se SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 STREET TREES 3" - 3.5" CAL. 51 CONTRACT VENDEE ACER RUBRUM `ARMSTRONG` - `ARMSTRONG` RED MAPLE ACER RUBRUM `RED SUNSET` - `RED SUNSET` RED MAPLE LENNAR CORPORATION ULMUS AMERICANA `NEW HARMONY` - `NEW HARMONY` AMERICAN ELM 2465 KUSER ROAD, FLOOR 3 2 MS 6 MS 2 IV 6 IV 2 DF 6 DF HAMILTON, NJ 08690 SHADE TREES 3" - 3.5" CAL. 79 ARCHITECT - PARCEL 2 ACER RUBRUM `OCTOBER GLORY` - `OCTOBER GLORY` RED MAPLE ACER SACCHARUM - SILVER MAPLE 1 CR 1 CAA HOLLIDAY ARCHITECTS GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` - `SKYCOLE` THORNLESS JACKSON COMMONS COMMON HONEYLOCUST SUITE A4 LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` - `ROTUNDILOBA` SWEETGUM 1 PB 30 JACKSON ROAD LIRIODENDRON TULIPIFERA - TULIP POPLAR MEDFORD, NJ 08055 QUERCUS PALUSTRIS - SWAMP SPANISH OAK QUERCUS SPP. - OAK SPECIES TILIA AMERICANA - BASSWOOD LAND USE ATTORNEY TILIA CORDATA - SMALL-LEAVED LINDEN ULMUS AMERICANA `NEW HARMONY` - `NEW HARMONY` AMERICAN ELM 3 LZ 3 DS 3 PL ZARIN & STEINMETZ 81 MAIN STREET 5 IG 3 CK 5 IG 3 CL WHITE PLAINS, NY 10601 ORNAMENTAL TREES 6` - 8` HGT. 3 CAA 5 IG 75 AMELANCHIER X GRANDIFLORA - APPLE SERVICEBERRY SURVEYOR BETULA NIGRA `BNMTF` - `DURA HEAT` RIVER BIRCH DANIEL T. MERRITTS, PLS CARPINUS CAROLINIANA - AMERICAN HORNBEAM CERCIS CANADENSIS - EASTERN RED BUD 394 BEDFORD ROAD CORNUS FLORIDA `CHEROKEE BRAVE` - `CHEROKEE BRAVE` DOGWOOD PLEASANTVILLE, NY 10570 CRATAEGUS CRUS-GALLI VAR. INERMIS - THORNLESS COCKSPUR HAWTHORN CELTIS OCCIDENTALIS - HACKBERRY WETLAND CONSULTANT CHIONATHUS VIRGINICUS - WHITE FRINGETREE 1 JH 5 GC 1 JH TIM MILLER ASSOCIATES, INC. 10 NORTH STREET EVERGREEN TREES 6` - 8` HGT. 134 COLD SPRING, NY 10516 ILEX OPACA - AMERICAN HOLLY JUNIPERUS VIRGINIANA - EASTERN RED CEDAR PICEA GLAUCA - WHITE SPRUCE PICEA PUNGENS - BLUE SPRUCE PINUS STROBUS - WHITE PINE THUJA X `GREEN GIANT` - `GREEN GIANT` ARBORVITAE FOUNDATION / ACCENT PLANTING 18" - 24", 24" - 36" 8,756 SF PLANT SCHEDULE SHAFFER-PART-TOWNHOUSE PLANT SCHEDULE SHAFFER-SUN-TOWNHOUSE CEANOTHUS AMERICANUS - NEW JERSEY TEA PLANT SCHEDULE SHAFFER-SHADE-TOWNHOUSE CLETHRA ALNIFOLIA - SUMMERSWEET CLETHRA CODE QTY BOTANICAL / COMMON NAME CONT/SIZE SPACING CODE QTY BOTANICAL / COMMON NAME CONT/SIZE SPACING ILEX GLABRA - INKBERRY HOLLY CODE QTY BOTANICAL / COMMON NAME CONT/SIZE SPACING ITEA VIRGINICA - VIRGINIA SWEETSPIRE JUNIPERUS SPP. - JUNIPER SPECIES SHRUBS SHRUBS SHRUBS CK 3 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS 7 GAL. 24" o.c. PHYSOCARPUS OPULIFOLIUS - EASTERN NINEBARK CA 3 CALAMAGROSTIS X ACUTIFLORA 'AVALANCHE' / AVALANCHE FEATHER REED GRASS 7 GAL. 24" o.c. CA 1 CALAMAGROSTIS X ACUTIFLORA 'AVALANCHE' / AVALANCHE FEATHER REED GRASS 7 GAL. 24" o.c. CR 1 CLETHRA ALNIFOLIA 'RUBY SPICE' / RUBY SPICE SUMMERSWEET 24"-30" HGT. 48" o.c. CL 3 CALAMAGROSTIS X ACUTIFLORA 'LIGHTNING STRIKE' / LIGHTNING STRIKE FEATHER REED GRASS 7 GAL. 24" o.c. POTENTILLA FRUTICOSA - BUSH CINQUEFOIL IG 5 ILEX GLABRA 'SMNIGAB17' / GEM BOX® INKBERRY HOLLY 18"-24" SPD 24" o.c. DS 3 DIERVILLA X SPLENDENS 'G2X88544' / KODIAK® ORANGE BUSH HONEYSUCKLE 15"-18" HGT. 24" o.c. DF 8 DASIPHORA FRUTICOSA / BUSH CINQUEFOIL 18"-24" HGT. 24" o.c. VIBURNUM DENTATUM - ARROWWOOD VIBURNUM JH 1 JUNIPERUS HORIZONTALIS 'WILTONII' / BLUE RUG JUNIPER 18"-24" SPD 48" o.c. IG 5 ILEX GLABRA 'SMNIGAB17' / GEM BOX® INKBERRY HOLLY 18"-24" SPD 24" o.c. IG 5 ILEX GLABRA 'SMNIGAB17' / GEM BOX® INKBERRY HOLLY 18"-24" SPD 24" o.c. LZ 3 LEUCOTHOE FONTANESIANA 'ZEBLID' / SCARLETTA® DROOPING LEUCOTHOE 18"-24" HGT. 24" o.c. IV 8 ITEA VIRGINICA / VIRGINIA SWEETSPIRE 18"-24" HGT. 24" o.c. MS 8 MATTEUCCIA STRUTHIOPTERIS / OSTRICH FERN 18"-24" HGT. 24" o.c. JH 1 JUNIPERUS HORIZONTALIS 'WILTONII' / BLUE RUG JUNIPER 18"-24" SPD 48" o.c. THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY JH 1 JUNIPERUS HORIZONTALIS 'WILTONII' / BLUE RUG JUNIPER 18"-24" SPD 48" o.c. PL 3 PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL' / LITTLE DEVIL™ DWARF NINEBARK 18"-24" HGT. 24" o.c. PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. RESTORATION SEED MIX 104,305 SF PB 1 PHYSOCARPUS OPULIFOLIUS 'MONLO' / DIABOLO® NINEBARK 24"-30" HGT. 48" o.c. 1-800-962-7962 OR 811 RIGHT OF WAY NATIVE WOODS MIX WITH ANNUAL RYEGRASS (ERNMX-132-1) AS PRODUCED BY ERNST CONSERVATION SEEDS INCLUDES: ANNUAL RYEGRASS, DEERTONGUE, SWITCHGRASS, VIRGINIA WILDRYE, AUTUMN BENTGRASS, FOX SEDGE SEEDING RATE: 30LBS / PER ACRE TYPICAL UNIT LANDSCAPE - SHAFFER NORTH FACING (SHADE) TYPICAL UNIT LANDSCAPE - SHAFFER EAST FACING (PART SUN) TYPICAL UNIT LANDSCAPE - SHAFFER WEST AND SOUTH FACING (SUN) 5 6 7 SCALE: 1:5 SCALE: 1:5 SCALE: 1:5 SEED AND MAINTAIN PER SEED SUPPLIER'S SPECIFICATIONS. NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT NOTES: DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE STORMWATER BASIN SEED MIX 13,254 SF 1. UNLESS OTHERWISE NOTED, ALL PLANT BEDS SHALL RECEIVE 3" OF DOUBLE SHREDDED HARDWOOD BARK ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER ERNMX-183 "NATIVE DETENTION AREA MIX" BY ERNST SEEDS (800) 873-3321 MULCH (NO DYE). NO MULCH SHALL BE PLACED WITHIN 6" OF TREE TRUNKS. SEE PLANTING DETAILS FOR WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. INCLUDES: DEERTONGUE, SWITCHGRASS, FOX SEDGE, VIRGINIA WILDRYE, PLANTING SAUCER DETAILS. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED AUTUMN BENTGRASS, SOFT RUSH, PATH RUSH, REDTOP PANICGRASS. 5 DF 2. QUANTITIES LISTED IN PLANT LIST ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON LIST AND SHALL BE RESPONSIBLE FOR FURNISHING ALL PLANTS INDICATED ON PLAN. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SEEDING RATE: 1/2 LB. / 1,000 SF. 3. IF TREE STAKING IS INDICATED ON LANDSCAPE PLAN, TREES SHALL BE STAKED PER PLANTING DETAILS. SHOWN BY THESE DRAWINGS. SEED AND MAINTAIN PER SEED SUPPLIER'S SPECIFICATIONS. 1 JH 4. INSTALL EROSION CONTROL BLANKET ON ALL SEEDED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL INFORMATION. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 5. INSTALL JUTE MESH BLANKET ON ALL PLANTED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL INFORMATION. 6. IF NOT OTHERWISE PLANTED OR PAVED, ALL NEW OR DISTURBED LANDSCAPE AREAS TO BE RAKED, SEEDED Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. STORMWATER BASIN SIDE SLOPE SEED MIX 20,756 SF 5 CK 1 CR WITH LAWN SEED MIX, AND STRAW MULCHED. NOT FOR CONSTRUCTION NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND MOIST SITES BY NEW ENGLAND WETLAND PLANTS 5 CL 413-548-8000 1 CA WWW.NEWP.COM OR APPROVED EQUAL 3 IG SEEDING RATE: 35LBS/ACRE 4 IG SEED AND MAINTAIN PER SEED SUPPLIER`S SPECFICIATIONS. SAND FILTER FOREBAY SEED MIX 7,483 SF BASIN BOTTOM MIX BY PINELANDS NURSERY AND SUPPLY 609-291-9486 WWW.PINELANDSNURSERY.COM INCLUDES FOX SEDGE, BIRGINIA WILD RYE, SHALLOW SEDGE, DEETTONGUE SEEDING RATE: 10LBS/ACRE SEED AND MAINTAIN PER SEED SUPPLIER`S SPECIFICATIONS EXISTING WETLAND BUFFER 31,098 SF PLANT SCHEDULE CHASE TOWNHOUSE PLANT SCHEDULE YORKTOWN-TOWNHOUSE CODE QTY BOTANICAL / COMMON NAME CONT/SIZE SPACING EXISTING WETLAND 73,199 SF CODE QTY BOTANICAL / COMMON NAME CONT/SIZE SPACING SHRUBS PARCEL 2 - SHRUBS CA 1 CEANOTHUS AMERICANUS / NEW JERSEY TEA 18"-24" HGT. 48" o.c. CK CR 5 1 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS CLETHRA ALNIFOLIA 'RUBY SPICE' / RUBY SPICE SUMMERSWEET 7 GAL. 24"-30" HGT. 24" o.c. 48" o.c. PLANT LIST AND CL IG 5 4 CALAMAGROSTIS X ACUTIFLORA 'LIGHTNING STRIKE' / LIGHTNING STRIKE FEATHER REED GRASS ILEX GLABRA 'SMNIGAB17' / GEM BOX® INKBERRY HOLLY 7 GAL. 18"-24" SPD 24" o.c. 24" o.c. DF IG 5 3 DASIPHORA FRUTICOSA / BUSH CINQUEFOIL ILEX GLABRA 'SMNIGAB17' / GEM BOX® INKBERRY HOLLY 18"-24" HGT. 18"-24" SPD 24" o.c. 24" o.c. PLANTING DETAILS JH 1 JUNIPERUS HORIZONTALIS 'WILTONII' / BLUE RUG JUNIPER 18"-24" SPD 48" o.c. PLANT LIST AND LANDSCAPE NOTES SCALE: N.T.S. 11 TYPICAL UNIT LANDSCAPE - YORKTOWN SCALE: 1:5 8 TYPICAL UNIT LANDSCAPE - CHASE SCALE: 1:5 9 SP-4.3 EXPIRES 7/31/29 Page 77 don on Λ #9 0.0 0.0 0.0 0.0 0.1 Λ 0.2 0.7 0.7 0.6 1.0 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T3-HS UNIT Λ EXPIRES 7/31/29 5 Λ iry R Λ | Λ Λ Λ T #1 EL-105 UNI Λ Λ | 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | T4-HS | 1 Λ EL-105 | sm | Λ fe Λ Ka 0.0 0.0 0.0 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ | | UNIT #75 #16 Λ T Wol erly EL-105 SP-5.1 #10 UNI l UNIT EL-105 Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.1 0.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 or y UNIT #86 los & Λ r 3 | Λ EL-105 EL-105 EL-105 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Do Form | Stone Wall Car Λ Now 3.12-3-7 7 Λ T #1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.2 0.4 0.3 0.1 0.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105 Λ U NI | #11 | Λ UNIT #74 UNIT Λ UNIT #85 EL-105 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.7 1.0 0.5 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 8 | Λ | EL-105 T #1 Λ EL-105 | UNI 0.0 0.0 0.0 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.5 0.1 0.2 1.2 1.2 0.5 0.1 0.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | R-10 EL-105 Λ 27 T3-HS | EL-105 Λ Λ 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 1.0 0.2 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l #12 9 | | EL-105 Λ UNIT #73 UNIT T #1 #74 U NI Λ | Stone Wall UNIT #84 Wal SITE LIGHTING PLAN rust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.1 0.8 0.1 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ MATCHLINE (SEE SHEET SP-5.2) T MATCHLINE (SEE SHEET SP-5.2) e e AP EL-105 | Λ | S EL-105 g Λ M PARCEL 2 - 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CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL EL-105 Λ • EL-105 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.2 0.4 0.3 0.2 0.9 0.0 0.0 0.1 61 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.2 0.1 0.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ #27 UN WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED EL-105 EL-105 • Λ UNIT Λ • EL-105 IT # Λ Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. • 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.9 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 rl EL-105 Λ Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER UN 6 • Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ • 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UNIT #77 #28 Λ usso y Λ • NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED UNIT R Λ Λ UNIT #69 EL-105 UNIT #68 • Λ Λ 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.5 1.6 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNIT#67 T3-HS Λ • o Λ UNIT #66 am UNIT #65 33 Λ Λ EL-105 Λ Λ 0.0 0.0 0.0 0.0 0.1 0.1 0.6 1.4 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #29 Λ Λ Vivi r Forme T4-HS UNIT Now .12-3-6 Λ Λ Λ UNIT #76 EL-105 Stone Wall Λ 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.1 1.0 0.9 0.5 0.1 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.3 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.7 0.8 1.0 1.0 0.4 0.1 0.0 0.1 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ #30 Λ Λ EL-105 UNIT Λ Λ EL-105 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.4 0.4 0.8 0.6 0.2 0.1 0.0 0.1 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ 1-800-962-7962 OR 811 Λ Λ Λ Λ Λ Λ Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 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MERRITTS, PLS y Λ EL-105 33 n 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.1 0.0 0.1 0.3 0.4 0.1 0.3 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ w n 7 S Λ SURVEYOR | T #3 Stone Wall Λ all Now .12-3-6 2 UNI 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105 Λ Joa or For 4 EL-105 NIT #5 U Λ TYP. eW WHITE PLAINS, NY 10601 Λ | PROPERTY LINE, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 81 MAIN STREET 8 Λ Ston T #3 Λ ZARIN & STEINMETZ UNI 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENT Λ BUFFER EL-105 | Λ PO LAND USE ATTORNEY 1 WETLAND Λ T #5 NUM SED 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNI Λ PRO O EL-105 Λ M Λ | MEDFORD, NJ 08055 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #39 295 EL-105 T Λ 30 JACKSON ROAD UNI Λ e Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.2 0.2 0.6 0.7 0.5 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 erly SUITE A4 EL-105 Λ | NONDISTURBANCE AREA m Λ Pag JACKSON COMMONS r 30' SIDE YARD SETBACK/ , Λ #40 T 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 0.9 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o 2- 4 HOLLIDAY ARCHITECTS Λ UNI 2 Λ EL-105 | Λ or F 2-6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.7 1.0 0.3 0.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.1 ARCHITECT - PARCEL 2 Λ o r 47 gins 2-3 w Λ son lle #41 e T4-HS T Id o n Λ UNI 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.2 0.6 1.0 1.3 0.2 0.2 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7 i b | i or F -59 N Λ HAMILTON, NJ 08690 b EL-105 33.1 rick rmerly Λ 0 w 742 d L a Wig 2465 KUSER ROAD, FLOOR 3 e Λ T #5 EL-105 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.2 0.4 0.7 0.8 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ro & Gise o UNI # Λ d LENNAR CORPORATION 2 N Λ P T #4 | Λ Ro 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Dee UNI A Λ CONTRACT VENDEE Λ | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ DM Λ F: 914.428.0017 9 Λ T #4 P: 914.428.0010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNI Λ FILE Λ White Plains, NY 10601 | Λ 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105 Λ One North Broadway Λ #43 Λ Λ UNIT CA #: 0017846 DTS Provident Design Engineering, LLP EL-105 Λ Λ | TAM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.2 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ 8 A Λ se ntelligent Land Λ EL-105UNIT #4 Λ Λ | Λ Λ RAC  0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ DTS P O DENT #44 Λ EL-105 UNIT Λ K DR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ ARCHITECT IVE Λ Λ 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.7 0.3 0.1 0.4 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLANNER, CIVIL ENGINEER, LANDSCAPE T #4 Λ UNI #45 Λ &A EL-105 UNIT Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.2 0.4 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o Λ 2-3 t son lmira Λ u EL-105 p OSSINING, NY 10562 Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.4 0.1 0.1 1.4 0.9 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105 Λ 33.1 m #46 i l 37 CROTON DAM ROAD ezz ormerly T3-HS Λ S UNIT V Λ V.S. CONSTRUCTION CORPORATION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.6 1.6 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Wal Λ y N LIGHT TYP. Λ e Λ Λ MOUNTED 100' BUFFER Λ OWNER / APPLICANT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.2 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Mar ow or F -58 POST TOP - Ston 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R-10 Stone Wall 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100' NONDISTURBANCE AREA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.00' urra 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105-1019E226LED-B WALL MOUNTED AT 8FT 96 EL-105 a M Town of Cortlandt, New York 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 or 2-3 ARCHITECTURAL FIXTURE SCHEDULE Stone Wa ll 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 & Id merly 33.1 HS INDICATES HOUSE SIDE SHIELD ON ALL POST TOP LIGHTS EVERGREEN MANOR rd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Deed 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS T4 7 T4 No Deed N77°46'30"W 190.44' DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS T3 9 T3 0.0 0.0 0.0 0.0 0.0 N79°08'50"W 109.58' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Rich w or F -54 Pole Order Number Fixture Order Number Fixture and Pole Manufacturer Fixtures ID # 907 Type Stone Wall 4 Stone Wall Throw # of 2 se . # ROAD POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE orm 2-2 Ease rvation 07 Con rez & erly edo Yadira F.M ment Filed Map#24907 / Survey a l c v 249 t 2 3 3 .1 a # M S . is Ta N F.M ap Lo Filed Alex ow or F -9.1 Page 78 R 4 O ND U 039 O 3.56 WY Q C PO ROL RK =36 132 AC 9 15"R i gn INV P EXPIRES 7/31/29 OM 4 S YARD SETBACK 12"RCP et S D Stre P 30' FRONT CR C T E BER D AVENUE OGDEN A LAN a lt TH Sign sp h STA EOPLE IRED E fA DEE E OF NE F THE OL NUM CONT 150.32' NH 5 eo le MA 352.6 Edg W all SP-5.2 ER = lt N 79° 23' 56" E 70 ne Stop pha Sign UPo SEW RIM =343. f As Sto INV eo E Edg le OL NH 3 le MA 51.6 11.27' UPo n on 4.43 Sig rsecti DR AIN IM=3 R al e Inte Sw UPo R N 69° 09' 32" E =35 vel AVENUE Gra 0 Y CONKLIN 18" INV CP DB Guy 5 IRE K Wire 50.6 QU OR Guy Pier Wire = AC EW Y 0441 DS N 2 .A=3 Pole . B=3 1.10 U MAN LAN TE OF 4913 Asphalt V R-10 Guy RIM HOLE STA BER Wire INV 354.60 IN THE L NUM x Sign e OF O l Bo PLE NTR i gna MPH t PEO CO hal 7.36 Stre le ic S U Sign t THE D EED T raff e f Asp alt le IN IN Pol eo ET sph UPo =36 LET INL A UPo Pole nal Edg 65 of Sig AIN SITE LIGHTING PLAN ge DRA RIM EXISTING ffic DR =355. 6 3 Ed Tra SEWER MH E1 4" PIPE RIM=353.18 RIM =352. MANHOLE INV of Wall PARCEL 2 - INV.A=346.78 (TYP.) le RIM=353.08 INV.B=346.23 IP UPo INV.A=347.98 C ne 16" Edge PROPERTY LINE 16"PIPE AVENUE INV.B=345.33 CONKLIN Sto INV.C=345.58 lt ha it Asp of ge er P W Ed ET Met ater INL 1 AIN .1 Guy P le I ole Wire DR =352 15 RIM =348. 3 8"C L=49.52' .A 7.9 al P x UPo INV .B=34 lt R=34.00' .T. INV ha l Bo Sign Guy Asp 11 Wire c of i D.O f ge igna Ed EL 1 S R O PA Traf I c lt i T f ha CRO OUTE 8"CIP M ARC RCEL Asp FEE N MAP all P UISI of PO 35/20 Traf gW , 2 ge ND inin le R Ed 84 eta OA ry R D ACQ N.Y.S. n MOD aso UPo le eM MAP Ston R ED UPo Drive 16"CIP OS T lt Sign 8"CIP UFFE N B OP EN Guy Wire le MO PR UM Aspha se NOT FOR CONSTRUCTION 100' IP ur le UPo 2 16"C Guy Wire All rights reserved. 53 Co .6 UPo Edge o 7' f Copyright DTS Provident Design Engineering, LLP 2025 le Asphalt "W UPo CROM PO YARD SETBACK 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. N DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS D R O AD te r 30' FRONT a ' 03 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW h alt W Asp e of N7 Edg SHOWN BY THESE DRAWINGS. ROU 8 DISTURBANCE AREA ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS T E 3 5 / 2 2 °4 OLE ° 37 64.77' DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF FLAGGED WETLAND O 02 Guy ' 43 " Wire 30.0 ' MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL E le ANH SED WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED M UPo Pole R WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. U E L=51.51' 110 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER S 77 RC Edge of Asphalt N ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND R=47.00' le ipe SEW PROP O 8" Sewer I 8" Sewer P DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE CEL EL Pipe le R BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UPo A le UISIT NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED DRAINAGE EASEMENT UPo ,P WETLAND BUFFER UPo S 76° 13' 31" E PROPOSED 10 FT. WIDE ACQ P 83 FEE PA MAP .T . MA | | . D.O OLE O S 30' FRONT YARD SETBACK ANH SED N.Y. M Λ R IED E 9. Λ A =35 BUR 78 SEW PROP Λ | | RIM NHOLE Λ ER M 1-800-962-7962 OR 811 LE PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. O Λ SEW THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY ICE D Λ E ANH Y SERV Λ RM POS | E 5 | Λ W WER PRO SE Λ 202 D SE , E Λ S 4 O Λ Λ | 1 P Λ Λ Λ Λ LAG | PRO Λ F Λ Λ ULY S Λ J Λ Λ D Λ L | Λ D Λ E Λ Λ | LAN Λ Λ T GG ABELLA GED B E Λ Λ A W Λ L Λ F Λ Λ | | Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ | Λ Λ Λ COLD SPRING, NY 10516 Λ Λ Λ LE Λ Λ Λ Λ 10 NORTH STREET Λ Λ Λ Λ Λ Λ NHO Λ TIM MILLER ASSOCIATES, INC. Λ Λ Λ A Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 0.0 0.0 Λ P Λ Λ Λ ER M Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ Λ Λ Λ PRO Λ Λ SEW OSED Λ Λ Λ Λ 0.0 0.0 0.0 Λ0.0 0.0 Λ Λ Λ Λ Λ Λ Λ Λ Λ E Λ Λ PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 394 BEDFORD ROAD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 0.0 0.0 0.0 RVIC Λ Λ E Λ Λ Λ Λ TYP. Λ DANIEL T. MERRITTS, PLS Λ Λ P Λ Λ Λ Λ ER S Λ Λ Λ PROPERTY LINE, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ Λ Λ Λ PRO Λ Λ Λ SURVEYOR SEW OSED Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ll Λ Λ 0.0 0.0 Λ 0.0 Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Λ Λ 0.0 0.0 0.0 0.0 0.0 0.1 Λ Λ Λ Λ Λ 0.0 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ WHITE PLAINS, NY 10601 Wa Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE, (TYP.) Λ Λ .05' Λ • Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.8 0.2 Λ Λ 0.0Λ 160 • Λ Λ Λ 81 MAIN STREET • Λ Λ Λ Λ Λ Λ • Λ nry Λ Λ Λ Λ Λ Λ Λ Λ • T3-HS Λ NONDISTURBANCE Λ Λ Λ Λ Λ Λ Λ UNIT & STEINMETZ ZARIN AREA Λ Λ Λ Λ Λ Λ Λ Λ Λ • • Λ Λ "W 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.1 1.0 1.2 0.7 0.1 30' SIDE YARD SETBACK/ aso Λ ' 00 Λ #1 Λ ° 49 M Λ UNIT LAND USE ATTORNEY Λ N 60 PRO POSE D Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.6 0.7 0.8 1.0 0.7 0.3 0.0 0.0 0.0 Λ MON ne #2 UMEN T Λ UNIT Λ EL-105 rish Λ Λ MEDFORD, NJ 08055 Sto #3 a y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.2 0.2 0.3 0.4 0.7 0.7 0.8 0.0 0.0 0.0 Λ Λ 30 JACKSON ROAD LIGHT TYP. 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N a | N 19° 38 Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.3 0.0 0.1 0.4 0.5 0.6 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.8 1.0 1.1 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 h E HAMILTON, NJ 08690 PROPERTY LINE, EL-105 Λ EL-105 EL-105 EL-105 37.31' EL-105 Λ | 2465 KUSER ROAD, FLOOR 3 | RVIC T #7 EL-105 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.3 0.3 0.0 0.6 0.5 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.5 0.4 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ UNI E Mic ow or -2-2 S 68° 33' 00" E 80.44' D ' 00" E ANHOLE Λ LENNAR CORPORATION • P ER S Λ 100' NONDISTURBANCE AREA 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.1 0.8 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Λ • PRO CONTRACT VENDEE SEW OSED | Λ • PROPOSE SEWER M Λ 0.0 0.0 0.1 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.8 1.0 0.2 0.2 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T #8EL-105 Λ UNI F: 914.428.0017 • Λ | T4-HS P: 914.428.0010 • 0.0 0.0 0.0 0.1 0.3 0.7 0.6 0.5 0.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.0 1.0 1.0 1.0 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.0 1.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ n Λ White Plains, NY 10601 • Λ One North Broadway 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.0 0.9 1.0 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.9 1.3 1.3 1.0 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.9 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ ndo | CA #: 0017846 DTS Provident Design Engineering, LLP Λ o Λ R #9 0.0 0.0 0.0 0.0 0.1 Λ 0.2 0.7 0.7 0.6 1.0 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T3-HS UNI T se ntelligent Land Λ y Λ #15 T Λ | Λ 2 Λ Λ EL-105 UNI Λ Λ  | Form 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | DTS P O DENT T4-HS | Λ EL-105 | smir erly | Λ a fe 33.1 S 30 Λ 3-71 K 0.0 0.0 0.0 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - ARCHITECT Λ | 6 2 | UNIT #75 Λ EL-105 T #1 Wol erly ° 15 1 #10 U NI l PLANNER, CIVIL ENGINEER, LANDSCAPE EL-105 N UNIT Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.1 0.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 or y UNIT #86 los & Λ r 33. 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CONSTRUCTION CORPORATION UNIT #85 EL-105 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.7 1.0 0.5 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 8 | PROPOSED Λ | OWNER / APPLICANT EL-105 T #1 Λ EL-105 | U NI 0.0 0.0 0.0 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.5 0.1 0.2 1.2 1.2 0.5 0.1 0.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | R-10 7 EL-105 Λ it t T3-HS | EL-105 Λ 42 Λ 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 1.0 0.2 0.1 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l #12 | #19 | EL-105 Λ MATCHLINE (SEE SHEET SP-5.1) UNIT #73 T MATCHLINE (SEE SHEET SP-5.1) Trus z UNI T UNI Λ | Stone Wall UNIT #84 e Wal P #7 rust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.1 0.8 0.1 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l Λ T e e A EL-105 b | Λ | S EL-105 g Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.1 0.5 0.9 0.5 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105 Λ arba Ston DM #20 B oca ra Lev 430.41' Λ T v UNI Livin oni Λ e 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 .0 0.1 0.0 0.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #13 e UNIT #72 | Λ e FILE UNI T l UNIT #83 R Th 33 Λ b Pu Λ 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EL-105 Λ | EL-105 Now .12-3-7 #6 2 Λ oca rnima rly The or Form 0 EL-105 LE Λ 0.0 0.0 0.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.9 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IT v Λ e EL-105 E UN #63 NHO #14 Λ R Town of Cortlandt, New York UNIT #71 UNIT IT 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.6 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ MA OSED EL-105 IT #82 21 | UN # RV I C ED R Λ UNIT 64 UN E EL-105 Λ EL-105 R SE POS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.0 0.6 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E IT # Λ SEW PROP | W EVERGREEN MANOR Λ PRO EL-105 UN SE Λ all 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.2 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #22 Λ UNIT Λ UNIT #70 eW EL-105 Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.1 0.3 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6' EL-105 Λ k EL-105 ICE Λ Ston 0.0 0.0 0.0 0.0 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.7 0.5 0.3 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ EL-105 E EL-105 ERV Λ szcy POS #23 Λ u ER S D UNIT 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.0 0.7 0.3 0.1 0.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R UNIT #81 W Λ E PR O S 1 Λ r T3-HS T4-HS Λ T3-HS EL-105 l ey 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.3 0.2 0.3 0.7 0.9 0.4 0.7 0.5 0.2 0.0 0.0 0.0 0.1 0.2 0.3 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.8 0.4 0.2 0.1 0.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 24 r Fo 69 T4-HS # UNIT 308 o Ash merly 3 & .76 ' rd Now 3.12-3- Page 79 LIGHT POLES AND FIXTURES SHALL BE AS MANUFACTURED BY ARCHITECTURAL LIGHTING AND ARE AS NOTED: POLE MODEL: DB12-4F12-188-BLT-PTF DB12 DECORATIVE POLE MOUNTING HEIGHT 12' EVERGREEN MANOR COLOR: BLACK FIXTURE: PROVIDENCE MEDIUM LAMP TYPE: 36 LED 12' (SEE LIGHTING PLAN) FIXTURE COLOR: BLACK MATTE LENS STYLE: CLEAR LENS Town of Cortlandt, New York GLOBE MATERIAL: ALUMINUM SENSOR CONTROL TO TURN OFF AT DAWN AND ON AT DUSK BOLT PATTERN TO MATCH POLE ANCHOR BOLT TEMPLATE 1-1/2" x 1-1/2" CHAMFER CENTERLINE POLE CL 18" PLANTED AREA CONCRETE WALKWAY OWNER / APPLICANT 6" 6" CL V.S. CONSTRUCTION CORPORATION 4000 PSI CIRCULAR 24" LONG ANCHOR BOLTS 24" CONCRETE FOOTING 37 CROTON DAM ROAD PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OSSINING, NY 10562 FOUNDATION - SEE DETAIL 5 COMPACTED SUBGRADE PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT POST TOP LIGHT FIXTURE DTS P O DENT  3 ntelligent Land se SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 GROUND LUG HANDHOLE - FUSED CONNECTION AT EVERY POLE F: 914.428.0017 ATTACHED TO POLE BOND ALL CONDUITS TO POLE, POLE BASE AND GROUND LUG CONTRACT VENDEE ACORN NUTS, TYP. LENNAR CORPORATION 6" COVER 2465 KUSER ROAD, FLOOR 3 1" X 1" CHAMFER HAMILTON, NJ 08690 POLE BASE FLANGE ANCHOR BOLT, SIZE SPECIFICATION & ARCHITECT - PARCEL 2 30" FOR AREA DOWNLIGHTS TOP LIGHTS; 6" FOR POST INSTALLATION AS RECOMMENDED BY 18" MANUFACTURER. HOLLIDAY ARCHITECTS 1'-0" MIN. JACKSON COMMONS FINISHED GRADE (TURF OR PAVEMENT) SUITE A4 30 JACKSON ROAD CAD WELD INSULATED BONDING AND GROUNDING MEDFORD, NJ 08055 BUSHING 2" GALVANIZED STEEL CONDUIT 2" PVC CONDUIT 5'-0" MIN. BELOW FINISHED GRADE 18" BELOW GRADE, NUMBER OF CONDUITS AS REQUIRED LAND USE ATTORNEY 8" GRD WIRE IN ZARIN & STEINMETZ 5/8" x 10' LONG COPPER CLAD SEAL AFTER NOTES: 81 MAIN STREET WIRING GROUND ROD 1. SUBMIT CUT SHEETS/SHOP DRAWINGS OF WHITE PLAINS, NY 10601 FOOTINGS TO PROJECT ENGINEER FOR REVIEW 4000 PSI PRECAST AND APPROVAL PRIOR TO INSTALLATION. ROUND CONCRETE FOOTING NO. 4 REBAR 2. VERIFY POLE BASE COVER DIMENSIONS AND ANCHORAGE PRIOR TO POLE BASE SURVEYOR LAPPED 24" FABRICATION. 3. POLES NOT CENTERED ON BASE WILL BE DANIEL T. MERRITTS, PLS #4 REBAR REJECTED. 4. SEE LIGHTING SCHEDULE FOR ADDITIONAL 394 BEDFORD ROAD HOOP 2'-0" MAX 1'-0" O.C. POLE AND FIXTURE INFORMATION. PLEASANTVILLE, NY 10570 5. SEE SITE LIGHTING PLAN FOR POLE LOCATIONS. 6. SEE ELECTRICAL PLANS FOR CIRCUITRY 3" INFORMATION. WETLAND CONSULTANT 4" GRAVEL BASE COMPACTED SUBGRADE TIM MILLER ASSOCIATES, INC. 24" 10 NORTH STREET COLD SPRING, NY 10516 POST TOP LIGHT FIXTURE POST TOP LIGHT POLE LIGHT POLE FOUNDATION 1 2 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTES: 1. PER TOWN OF CORTLANDT ZONING CODESECTION 307-12.3 G. (2):SHOULD ANY OUTDOOR LIGHTING FIXTURE OR THE TYPE OF LIGHT SOURCE THEREIN BE CHANGED AFTER A LIGHTING PERMIT AND/OR SITE PLAN APPROVAL HAS BEEN ISSUED, A CHANGE REQUEST MUST BE SUBMITTED TO THE DIRECTOR OF CODE ENFORCEMENT FOR REVISED APPROVAL. 2. THE PHOTOMETRIC PLAN AND LIGHTING DETAILS HAVE BEEN SUBMITTED TO AND APPROVED BY TOWN OF CORTLANDT. SUBSTITUTIONS SUBMITTED FOR APPROVAL REVIEW BY PROJECT ENGINEER MUST HAVE SAME FIXTURE STYLE, WATTAGE, COLOR TEMPERATURE, AND CONSTRUCTION QUALITY AS THE SPECIFIED FIXTURE. PRIOR TO SUBSTITUTION REQUEST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE A POINT BY POINT LIGHTING PLAN WITH STATISTICAL SUMMARY TABLE TO VERIFY THAT THE PROPOSED SUBSTITUTION ACHIEVES THE THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY IESNA RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL SUMMARY NOTED ON THE LIGHTING PLAN WITHOUT PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 REQUIRING CHANGES TO THE SITE PLAN, LIGHT LOCATIONS OR ARCHITECTURE, AND OBTAINS OWNER APPROVAL. THIS POINT BY POINT PLAN AND STATISTICAL SUMMARY TABLE SHALL BE INCLUDED WITH THE SUBMITTAL. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE RETURN OF THE SUBMITTAL AS REJECTED. 3. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN VERIFICATION FROM THE MUNICIPALITY THAT THE CHANGES DO NOT REQUIRE AN AMENDMENT OR REAPPROVAL OF THE APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN APPROVALS. 4. SUBMIT CUT SHEETS/SHOP DRAWINGS OF FOOTINGS, POLES AND FIXTURES TO PROJECT ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF ORDERS. NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 5. POLES MUST BE CENTERED ON POLE BASES OR THEY WILL BE REJECTED. DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 6. ANY LIFTING POINTS OR OTHER BASE INDENTATIONS SHALL BE FILLED WITH CONCRETE AND SMOOTHED TO MATCH BASE. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 7. FACTORY SUPPLIED TEMPLATES MUST BE USED WHEN SETTING ANCHOR BOLTS. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 8. SEE LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. CONTRACTOR TO VERIFY THAT QUANTITIES AND TYPES YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS OF FIXTURES, POLES AND BASES IN THE SCHEDULE ARE IN CONFORMANCE WITH WHAT IS SHOWN ON PLANS. DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. LIGHT POLE NOTES NOT FOR CONSTRUCTION 5 SCALE: N.T.S. ELECTRICAL SITE LIGHTING NOTES: 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND WESTCHESTER COUNTY RULES, LAWS AND REGULATIONS. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AS REQUIRED BY OSHA REGULATIONS. 3. THE CONTRACTOR SHALL REVIEW ALL OF THE SITE CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID TO OWNER. ANY CLARIFICATIONS REQUIRED BY THE CONTRACTOR SHALL BE SUBMITTED TO OWNER FOR RESPONSE, PRIOR TO FINALIZATION OF BID SUBMISSIONS. 4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE FULL SCOPE OF THE WORK, AND SHALL SUBMIT BIDS THAT REFLECT THE REQUIRED SCOPE OF WORK TO COMPLETE THE WORK. 5. ALL NEW LIGHT POLE BASES SHALL BE PRECAST CONCRETE TYPE, SUITABLE FOR THE PROPOSED LIGHT POLE AND FIXTURE ASSEMBLIES REQUIRED AT EACH LOCATION. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED EXCAVATION, PAVEMENT REPAIR, AND REMOVAL OF SOIL SPOILS AS A PART OF THE WORK. 6. ALL NEW LIGHT POLES AND LIGHT FIXTURES SHALL BE GROUNDED, IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. GROUND CONDUCTORS WILL ALL TIE BACK INTO THE PANELBOARD GROUND BAR WHERE THE CIRCUIT IS PARCEL 2 - DERIVED. SITE LIGHTING DETAILS 7. ALL NEW LIGHT FIXTURES SHALL BE EQUIPPED WITH FUSE CUT OUTS, ACCESSIBLE IN THE HAND HOLE OF EACH LIGHT POLE. FIXTURES SHALL BE INDIVIDUALLY FUSED. CARTRIDGE FUSES SHALL BE PROVIDED FOR EACH INDIVIDUAL FIXTURE, CARTRIDGE FUSES SHALL BE SIZED FOR 125% OF FULL LOAD CURRENT OF EACH FIXTURE. 8. PROVIDE A WARNING TAPE ABOVE ALL SITE LIGHTING CONDUIT PATHWAYS, YELLOW BACKGROUND, BLACK LETTERING, 4" WIDE, STATING: WARNING ELECTRIC BELOW. WARNING TAPE SHALL BE EQUIPPED WITH COPPER TRACING STRIP. INSTALL 12" BELOW FINISHED GRADE. 9. SEE ELECTRICAL DRAWINGS FOR LIGHTING CIRCUITS AND CONDUIT LAYOUT. ELECTRICAL SITE LIGHTING NOTES SCALE: N.T.S. 6 BUILDING MOUNTED LIGHT (1 PER UNIT AT FRONT DOOR) SCALE: N.T.S. 7 SP-5.3 EXPIRES 7/31/29 Page 80 PLACEMENT OF GRANITE BLOCKS ALTERNATE PLACEMENT PERMITTED EXTEND ASPHALT BASE COURSE INTO EXISTING PAVEMENT DEPTH 3" OR MATCH EXISTING 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 NYSDOT ITEM No. 403.178302 1" RAKE NEW PAVEMENT OVERLAY DEPTH 1" SEE NOTE SAW CUT OR MATCH EXISTING 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 NYSDOT ITEM No. 403.138902 EVERGREEN MANOR PITCH AS SHOWN 1/2" MAX. 5-1/2" MIN. 1" ON PLANS Town of Cortlandt, New York 3" 6" FINISHED MAX. FACE PAVEMENT FINISHED SURFACE 10" 3" PAVEMENT 18" MIN. MIN. 20° 4" MIN. 12" 12" MIN 12" 6" 6" MIN MIN. EXISTING PAVEMENT NEW PAVEMENT 4" 4" 6" COMPACTED SUBBASE COURSE NYSDPT ITEM 304.14 4" MIN. MIN. 3500 PSI CONC. 4000 PSI CONCRETE TYPE A 3" 3" 12" MIN. NOTE: OWNER / APPLICANT COMPACTED SUBGRADE APPROVED COMPACTED 16" MIN. SAW CUT INTO EXISTING PAVEMENT APPLIES SUBGRADE V.S. CONSTRUCTION CORPORATION TO PAVEMENT REPLACEMENT AT UTILITY 37 CROTON DAM ROAD TRENCHES EXTENDING INTO R.O.W. OSSINING, NY 10562 NOTE: JOINTS TO BE 1/2" WIDE USING 1-2 MIX CEMENTS MORTAR STRUCK WITH CONCRETE TOOL NOTE: JOINTS TO BE 1/2" WIDE USING I-2 MIX CEMENTS MORTAR STRUCK WITH CONCRETE TOOL PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT VERTICAL GRANITE BLOCK CURB (WITH GUTTER) SAW-CUT PAVEMENT KEY-IN ASPHALT PAVEMENT MOUNTABLE GRANITE CURB DTS P O DENT  1 4 3 4 ntelligent Land se NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. NOT TO SCALE DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 SIGN POSTS TO BE PUNCHED SIGN ELECTRICAL SITE LIGHTING NOTES: 2.1 SOIL MATERIALS (SEE SPECIFICATION 31 20 00 FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) P: 914.428.0010 1/4" X 1/2" SCORED JOINT WITH TOOLED EDGES 3 PANEL F: 914.428.0017 EVERY 4 LINEAR FEET FOR 4' WIDE WALKWAYS OR FULL LENGTH WITH 8" DIAM. HOLES, Z-BAR 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE EVERY 4.5 LINEAR FEET FOR 4.5' WIDE WALKWAYS OR APPLICABLE FEDERAL, STATE, AND WESTCHESTER COUNTY RULES, AS SHOWN ON PLANS 1" ON CENTER, WITH STRINGER PLASTIC LAWS AND REGULATIONS. FROM EXCAVATIONS. CONTRACT VENDEE FIRST HOLE 1" FROM TOP WASHER B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, OR A 4000 PSI CLASS B, FIBER REINFORCED CONCRETE 5 1'-16 " WITH LIGHT BROOM FINISH. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, LENNAR CORPORATION SIGN 6" X 6" - W2.0 X W2.0 WELDED 1/2" POST REQUIREMENTS OF THE WORK AS REQUIRED BY OSHA REGULATIONS. WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. 2465 KUSER ROAD, FLOOR 3 WIRE MESH (2" MIN. COVER) JOINT SEALANT PER C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO HAMILTON, NJ 08690 3'-12 " STANDARD 3. THE CONTRACTOR SHALL REVIEW ALL OF THE SITE CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID TO EVERGREEN MANOR ASTM D 2487, OR A COMBINATION OF THESE GROUPS. BEDDING COURSE SHEET 12" 12" DESIGN MOMENT: 1750 FT*LBS ANY CLARIFICATIONS REQUIRED BY THE CONTRACTOR SHALL BE 1. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM PLAN BEND BOLTS STEEL SUBMITTED TO EVERGREEN MANOR FOR RESPONSE, PRIOR TO MOISTURE CONTENT AT TIME OF COMPACTION. ARCHITECT - PARCEL 2 " - 4 LB/FT (1'-78" - 3 LB/FT OR BLUR THREADS BOLT FINALIZATION OF BID SUBMISSIONS. 2. UNSATISFACTORY MATERIALS ALSO INCLUDE MATERIALS BELOW STRUCTURES AND/OR FOUNDATIONS SIGN POST) COMPACTED SUBGRADE SIGN SCHEDULE BASE POST SIGN PANEL CONNECTION HOLLIDAY ARCHITECTS 2 1/2" 1/2" JOINT DOWEL BAR DETERMINED BY OWNER'S REPRESENTATIVES TO BE UNSATISFACTORY BEARING MATERIALS. NO. DESCRIPTION IMAGE MUTCD NO. SIZE 4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE FULL D. SUBBASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED JACKSON COMMONS 1/2" EXPANSION JOINT SCOPE OF THE WORK, AND SHALL SUBMIT BIDS THAT REFLECT THE SUITE A4 15 1'-16 REQUIRED SCOPE OF WORK TO COMPLETE THE WORK. STONE, AND NATURAL OR CRUSHED SAND; MEETING NYSDOT SPECIFICATION FOR NYSDOT ITEM 304.11 SUBBASE 30 JACKSON ROAD PAVEMENT OR STRUCTURE 1 STOP R1-1C 30"X30" 5. ALL NEW LIGHT POLE BASES SHALL BE PRECAST CONCRETE TYPE, COURSE TYPE 1. THE USE OF RECYCLED MATERIAL FROM ANY OFF-SITE SOURCE WILL NOT BE PERMITTED AND RECYCLED MATERIAL FROM ONSITE DEMOLITION MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE MEDFORD, NJ 08055 CENTROID OF SIGN SUITABLE FOR THE PROPOSED LIGHT POLE AND FIXTURE ASSEMBLIES ASSEMBLY REQUIRED AT EACH LOCATION. THE CONTRACTOR SHALL PROVIDE ALL OWNER. JOINT DETAIL SIGN POST 4" ALLOW. PROTRUSION REQUIRED EXCAVATION, PAVEMENT REPAIR, AND REMOVAL OF SOIL E. STRUCTURAL FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED LAND USE ATTORNEY ABOVE GROUND SURFACE SIGN POST SPOILS AS A PART OF THE WORK. STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-12" (37.5-MM) SIEVE 3 LB/FT 6. ALL NEW LIGHT POLES AND LIGHT FIXTURES SHALL BE GROUNDED, IN AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. ZARIN & STEINMETZ RIB-BAK F. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. GROUND 81 MAIN STREET 7'-0" MIN. LOCKNUT CONDUCTORS WILL ALL TIE BACK INTO THE PANELBOARD GROUND BAR STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A 1-INCH (25-MM) WHITE PLAINS, NY 10601 HEIGHT WHERE THE CIRCUIT IS DERIVED. SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. 7. ALL NEW LIGHT FIXTURES SHALL BE EQUIPPED WITH FUSE CUT OUTS, G. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR UNCRUSHED NOTES: ACCESSIBLE IN THE HAND HOLE OF EACH LIGHT POLE. FIXTURES SHALL GRAVEL; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-12 " (37.5-MM) SIEVE SURVEYOR 1. EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 16' O.C. FOR 4' WIDE WALKWAYS AND AT BE INDIVIDUALLY FUSED. CARTRIDGE FUSES SHALL BE PROVIDED FOR 24' O.C. FOR 6' WIDE WALKWAYS SHEAR EACH INDIVIDUAL FIXTURE, CARTRIDGE FUSES SHALL BE SIZED FOR AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. DANIEL T. MERRITTS, PLS 2. PROVIDE 1/2" EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE WALKWAYS AND CONCRETE MARION PIN 125% OF FULL LOAD CURRENT OF EACH FIXTURE. H. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND 394 BEDFORD ROAD MINUTE MAN CURBS AND STRUCTURES BREAKAWAY BASE POST NATURAL SAND; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT PASSING A 1" (25-MM) PLEASANTVILLE, NY 10570 3. WALKS WITHIN PUBLICLY DEDICATED RIGHT-OF-WAY AREAS TO BE 6" THICK. 4 LB/FT 8. PROVIDE A WARNING TAPE ABOVE ALL SITE LIGHTING CONDUIT 4. SIDEWALKS AND DROP CURBS SHALL MEET ALL REQUIREMENTS OF THE NYSDOT STANDARD NOTES: SYSTEM PATHWAYS, YELLOW BACKGROUND, BLACK LETTERING, 4" WIDE, SIEVE AND 0 TO 5 PERCENT PASSING A NO.4 (4.75-MM) SIEVE. RIB-BAK SPECIFICATIONS. CHANNEL SET REFLECTIVE TRAFFIC SAFETY PANELS IN ALL BASE STATING: WARNING ELECTRIC BELOW. WARNING TAPE SHALL BE I. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE GRADING WETLAND CONSULTANT EMBEDMENT PEDESTRIAN CROSSING AND STOP SIGN POSTS PER ELEVATION MARION MINUTE MAN CONNECTION 5. SIDEWALKS SHALL BE 5" THICK MINIMUM AND 7" THICK AT DRIVEWAYS AND CROSSINGS. POST EQUIPPED WITH COPPER TRACING STRIP. INSTALL 12" BELOW FINISHED SIZE 1; WITH 100 PERCENT PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-12" (37.5-MM) SIEVE. 38" MIN. 6. SIDEWALKS SHALL HAVE A PANEL SIZE OF 5' WITH AN EXPANSION JOINT EVERY 20' MANUFACTURER'S INSTALLATION INSTRUCTIONS, REFLECTIVE GRADE. 7. SIDEWALKS TO HAVE BROOM SWEPT FINISH WITH CORNER TROWELING. YELLOW PANEL FOR PEDESTRIAN CROSSING SIGNS; REFLECTIVE RED J. SAND: ASTM C 33; FINE AGGREGATE. TIM MILLER ASSOCIATES, INC. PANEL FOR STOP SIGNS K. TOPSOIL: SEE PLANTING MEDIA PREPARATION AND PLACEMENT SPECIFICATION. 10 NORTH STREET COLD SPRING, NY 10516 CONCRETE SIDEWALK SIGN SCHEDULE AND TRAFFIC SIGN POST ELECTRICAL SITE LIGHTING NOTES SOIL MATERIAL NOTES SCALE: N.T.S. 5 6 7 8 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 4" ROUND TAPERED 6" x 6" PRESSURE TREATED SCARFED-END TOP RAIL WOOD POST (TYP.); RAILS 2'-0" WIDE 2'-0" WIDE 8'-0" O.C. TYP. SET PLUMB POSTS EVENLY SPACED STABILIZED CONNECTION 10' O.C. MAX STABILIZED 12" O.C. (10'-0" O.C. MAX.) TURF 12'-0" WIDE ASPHALT PAVEMENT TURF CL ROAD 1 58" CONTINUOUS TOP RAIL 6" (AS SHOWN AS PLANS) 10'-9" 10'-9" 11 GA. WIRE TIES 14" STEEL ANGLE CONNECTION O.C. 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 (EACH SIDE) 2" O.D. LINE POST NYSDOT ITEM No. 403.178302 1X6 1X6 9 GA. 1 - 34" BLACK DIAMOND 2 21" O.D. TERMINAL POST POLYVINYL CHLORIDE (PVC) 48" 6X6 POST PITCH AS SHOWN 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 COATED GALVANIZED STEEL 6X6 POST 6X6 POST 1X6 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY NYSDOT ITEM No. 403.138902 1X6 1X6 1X6 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 3'-0" ON PLANS MESH TOP AND BOTTOM 1-800-962-7962 OR 811 HORN ACTIVATED OPENER SELVAGE KNUCKLED 4'-0" SIMPSON METAL 12" O.C. 2" COLUMN BASE LINE RAIL CLAMP 4" COMPACTED 3 3 SOIL 16" X 4" SQUARE EDGE 1 58" BOTTOM RAIL 3" MAX. STRETCHER BAR AND 81" MIN. 6" 8" BANDS BOLTED 15" O.C. 1'-6" FINISHED GRADE ASPHALT PAVEMENT MAX DRAINAGE STABILIZED TURF COURSE 3" (SEE DETAIL) BOTH SIDES 20 FT. WIDE EMERGENCY ACCESS ROAD UNDISTURBED 36" SOIL NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 3'-0" BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 4" 4" WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 8" COMPACTED SUBBASE 6" FILTER FABRIC WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED COURSE NYSDPT ITEM 304.14 PREPARED SUBGRADE NOTE: 10" MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 8" 3" DIAM. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF DIAM. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND INSTALLED TO SHOWN BY THESE DRAWINGS. COMPLY WITH THE REQUIREMENTS OF ASTM F2200 AND UL325, IN CONCRETE FOOTING ACCORDANCE WITH 2020 NYS FIRE CODE APPENDIX D 103.5 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW CLASS 'A' CONCRETE 3000 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS PSI TYP. ALL POSTS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. EMERGENCY ACCESS DRIVEWAY EMERGENCY ACCESS ROAD GATE DETAIL 4' HIGH CHAIN LINK FENCE 4' POST AND RAIL FENCE NOT FOR CONSTRUCTION 9 10 11 12 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PARCEL 2 - SITE AND UTILITY DETAILS SP-6.1 EXPIRES 7/31/29 Page 81 B 2.1 SOIL MATERIALS (SEE SPECIFICATIONS FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) END SECTION RIPRAP PAD SIZING (TYP) 4'-0" A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. La = LENGTH OF RIP RAP PAD 12" MIN. DEPTH B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE d = PIPE DIAMETER GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER w = 3*D + LA A A DELETERIOUS MATTER. 12" 24" La = 10' C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A d= 1.25' EVERGREEN MANOR COMBINATION OF THESE GROUPS. C.A. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME SEE PLAN 3 MIN. w= 13.75, BUILD AS 14.00' OF COMPACTION 1 (2' MIN.) EDGE OF PAVEMENT D. SUBBASE MATERIAL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 200 Town of Cortlandt, New York B (0.075-MM) SIEVE. PLAN E. BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED TURF REINFORCEMENT MAT AS SAND; NYSDOT ITEM 304.11. RECYCLED MATERIAL (BUILDING AND ROAD DEMOLITION MATERIAL AND RECYCLED MATERIAL CONSISTING OF BRICK, MANUFACTURED BY GEO-SYNTHETICS, INC. INSTALL 2" THICK GRASS SOD MIN. COVER TOP OF CASTING LEVEL CEMENT CONCRETE, OR OTHER MATERIALS) MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. (LANLOK TRM 435 OR APPROVED EQUAL) OVER SOIL BASE WITH TOP OF CURB 4" DEEP AMENDED SOIL 2'-0" EXISTING SUBGRADE F. ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR (SEE NOTE) 6" 4'-0" CONC. CURB 12" MIN. COMPACTED CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. SATISFACTORY MATERIAL SUBBASE 2 COURSES MASONRY BRICK G. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR FOR LEVELING PURPOSES CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A 1-INCH (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. PLASTIC COATED STEEL STEPS H. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; INVERT CONFORMING TO NYSDOT COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-21 " (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. (MAXIMUM SLOPE SHALL NOT EXCEED 5%) SECTION 725-02 OWNER / APPLICANT 12" 6" I. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL SAND; ASTM D 448; NOTE: OUTLET PIPE COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT PASSING A 1" (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.4 (4.75-MM) SIEVE. AMENDED SOIL COMPOSITION (CLEAN AND WEED SEED FREE): 50% SAND V.S. CONSTRUCTION CORPORATION 20-30% TOPSOIL WITH <5% CLAY CONTENT 37 CROTON DAM ROAD SUMP J. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE GRADING SIZE 1; WITH 100 PERCENT 18" 20-30% LEAF COMPOST PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-21" (37.5-MM) SIEVE. OSSINING, NY 10562 K. SAND: ASTM C 33; FINE AGGREGATE. 12" BEDDING COURSE 6" 4'-0" 6" #4 BARS L. IMPERVIOUS FILL: CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. (COMPACTED CRUSHED STONE BASE) 8" O.C. BOTHWAYS PLANNER, CIVIL ENGINEER, LANDSCAPE M. TOPSOIL: SEE SPECIFICATION. UNDISTURBED SUBGRADE MATERIALS ARCHITECT SECTION A-A SCALE: N.T.S. SOIL MATERIAL VEGETATED SWALE DTS P O DENT  2 3 RIPRAP OUTLET PROTECTION/ENERGY DISSIPATOR 4 ntelligent Land se SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 FRAME AND GRATE PATTERN NO. 2617 OR 3407 One North Broadway FOR CATCH BASIN AS MANUFACTURED White Plains, NY 10601 BY CAMPBELL FOUNDRY, HARRISON, NEW JERSEY OR APPROVED EQUAL 3'-8" YD P: 914.428.0010 SEE PLAN FOR RIM ELEVATION) CASTING AND COVER SHALL BE EQUAL TO PATTERN 4'-2" DI NO. 1012B AS MANUFACTURED BY CAMPBELL F: 914.428.0017 2 COURSES MASONRY BRICK 3'-0" YD FOUNDRY CO. HARRISON, N.J. OR APPROVED EQUAL 4" FOR LEVELING PURPOSES 3'-6" DI TOP OF CASTING = AND STAMPED "DRAIN" PROVIDE GEO-TEXTILE CONTRACT VENDEE 6" FINISH GRADE PRECAST REINFORCED CONCRETE FILTER FABRIC PAVEMENT CONTAINING 4,500 PSI CONCRETE 2 COURSES OF BRICK LENNAR CORPORATION 6" BASIN BERM BASIN BERM 2' - 11" 2465 KUSER ROAD, FLOOR 3 8" #4 BARS 12" O.C. 8" HAMILTON, NJ 08690 2'-0" YD 3'-0" YD 2'-6" DI 3'-6" DI AREA OF CIRCUMFERENTIAL 3'-0" DIA. BOTHWAYS STEEL 12" SQ. IN / LIN. FT. S.W.D. 1'-0" 6" COMPACTED PLASTIC COATED STEEL ARCHITECT - PARCEL 2 6" 6" STEPS CONFORMING TO SOILS 6" NYSDOT SECTION 725-02 OUTLET HOLLIDAY ARCHITECTS 12" PRECAST CONCRETE RISER PIPE SECTION AS NEEDED JACKSON COMMONS COMPACTED SUITE A4 4" SUMP WITH GRAVEL PLAN HEAVY DUTY 10'-0" SOILS FRAME AND GRATE AS 30 JACKSON ROAD 12" BEDDING COURSE POCKET (COMPACTED CRUSHED 6" CRUSHED STONE OUTLET PIPE MANUFACTURED BY SEE DTL. "A" MEDFORD, NJ 08055 CAMPBELL FOUNDRY CAT. 6" 2'-6" 6" STONE BASE) (D50 = 6") NO. 2129B YD / 2816 DI SELF SEALING LAND USE ATTORNEY 4 21" DI 4" YD UNDISTURBED (H-20 LOADING) 4'-0" DIA. MIN. 5" RUBBER GASKET MATERIALS (TWO PROJECTIONS) DETAIL "A" ASTM C44360T ZARIN & STEINMETZ 12" MIN. SUMP 81 MAIN STREET 18" TO 48" SECTION B-B PIPE VARIES WHITE PLAINS, NY 10601 TOWN OF CORTLANDT CATCH BASIN STANDARD NOTES: 2 COURSES OF BRICK FOR 8" 7" A. PRE-CAST WITH MINIMUM INSIDE DIMENSION OF 48” WIDTH AND 30” SUITABLE FOR A CAMPBELL FOUNDRY HEAVY DUTY FINAL ADJUSTMENT PRECAST CONCRETE SURVEYOR BICYCLE SAFE / ADA ACCESSIBLE GRATE (CURB 2617 OR 3407) WEIR DETAIL 6" PRECAST CONCRETE BASE RISER SECTION 12" CRUSHED STONE 5 6" YD B. NO MORE THAN 2 COURSES OF SEWER GRADE BRICK AND MORTAR 18"DI DANIEL T. MERRITTS, PLS MIN. C. COMPRESSIVE STRENGTH OF ALL CONCRETE STRUCTURES SHALL BE NO LESS THAN 4000 PSI AND HAVING AN AIR SCALE: N.T.S. (TYP.) BEDDING COURSE 6" COMPACTED CRUSHED " STL. REINF. RODS AT ENTRAINMENT OF 5% MINIMUM. MINIMUM LOADING SHALL BE AASHTO HS-20 WITH H-25 PROPOSED TO MEET THE 4" 4" STONE (BEDDING COURSE) 8" O.C. BOTH WAYS UNDISTURBED SUBGRADE 394 BEDFORD ROAD REQUIREMENTS OF A 75,000-POUND FIRE TRUCK AND SIMILAR HEAVY VEHICLES. UNDISTURBED SUBGRADE 6' DIA. MATERIAL PLEASANTVILLE, NY 10570 D. MINIMUM DRAINAGE SIZE 15” HDPE PIPE. MATERIALS 8" E. BACKFILL / BEDDING (6” ABOVE PIPE) VIRGIN ITEM-4, MEETING NYSDOT MATERIAL SPECIFICATION AND GRADATION NOTE: REQUIREMENTS. INSITU MATERIAL MAY BE USED AS BACKFILL ABOVE BEDDING AND BELOW FULL DEPTH PAVEMENT. PAVEMENT OR TOPSOIL, SEE PLANS NOTE: 1. ALL STRUCTURES TO SUPPORT H20 LOADING 6" SQ. 1. ALL STRUCTURES TO SUPPORT H20 LOADING WETLAND CONSULTANT F. ALL STRUCTURES TO BE DEDICATED TO THE TOWN OF CORTLANDT SHALL HAVE A 12-INCH BEDDING LAYER. SECTION 2. CONCRETE SHALL BE A MINIMUM 4,500 PSI H. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS FOR ENGINEER AND TOWN APPROVAL 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS FOR APPROVAL 3. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS TIM MILLER ASSOCIATES, INC. FOR APPROVAL 10 NORTH STREET COLD SPRING, NY 10516 4'-0" MIN., SANITARY SEWER 2'-0" MIN., STORM DRAIN 4'-6" MIN., WATER MAIN CATCH BASIN CURB TYPE (CB) DRAIN INLET (DI) / YARD DRAIN (YD) STORMWATER PRECAST MANHOLE 1 6 7 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. VARIES PIPE COVER 6" MINIMUM PIPE O.D. PIPE PIPE O.D. (12" MIN.) 0.D. (12" MIN.) PIPE BEDDING IMPORTED BEDDING 6" MINIMUM UNDISTURBED GROUND / VIRGIN SOIL COURSE MATERIAL STORM / SEWER / WATER THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. PIPES 1-800-962-7962 OR 811 NOTES: 1. WHEN PIPES ARE TO BE INSTALLED IN FILL SECTIONS, THE CONTRACTOR SHALL INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. 2. BACKFILL TO 95% RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE UNDER PAVED AREAS AND 90% UNDER LANDSCAPED AREAS (TYP.) 3. BACKFILL/BEDDING (6" ABOVE PIPE) VIRGIN ITEM-4, MEETING NYSDOT MATERIAL SPECIFICATION AND GRADING REQUIREMENTS. INSITU MATERIAL MAY BE USED AS BACKFILL ABOVE BEDDING AND BELOW FULL DEPTH PAVEMENT. 4. REFER ALSO TO DETAIL 4, DWG. SP-4.1 (SAW-CUT PAVEMENT KEY-IN) FOR TRENCHING WITHIN EXISTING PAVEMENT. 5. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. 6. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 OR ¾" WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6- INCH LIFTS. 7. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP SEWER MAIN, TRENCH SHALL BE 30-INCHES PLUS THE O.D. OF PIPE, NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED AND PIPE SHALL BE IN CENTER OF THE TRENCH. BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 8. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 9. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT TO WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. DOTS FOR REVIEW A TRENCHING PLAN. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 10. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 11. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 OR ¾” DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6-INCHLIFTS. SHOWN BY THESE DRAWINGS. 12. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP SEWER MAIN, TRENCH SHALL BE 30-INCHES PLUS THE O.D. OF PIPE, AND PIPE SHALL BE IN CENTER OF THE TRENCH. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 13. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. TO DOTS FOR REVIEW A TRENCHING PLAN. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. TRENCH DETAIL (STORM / SEWER / WATER) NOT FOR CONSTRUCTION SCALE: N.T.S. 8 PARCEL 2 - SITE AND UTILITY DETAILS SP-6.2 EXPIRES 7/31/29 Page 82 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P2 SP-6.1 - 6.4 SITE AND UTILITY DETAILS.DWG PIPE REMOVED WATER MAIN NOTES: FROM SERVICE WATER LINE a) ALL PIPE SUPPLIED IS UNITED PIPE AND FOUNDRY "TYTON JOINT" WITH PUSH ON ENCASE IN RUBBER GASKETS WITH TWO (2) BRONZE WEDGES PER JOINT, DOUBLE CEMENT LINED BLOCK DIMENSIONS THRUST BLOCK CLASS 54 DUCTILE IRON PIPE, WITH A PRESSURE RATING OF 350 PSI; C 3,500 PSI CONC. PIPE b) ALL FITTINGS SHALL BE FULL BODY, MECHANICAL JOINT WITH RETAINER GLANDS, CONC. CONC. 3,500 PSI CONC. 18" MIN. 2' MIN. DIA. BEND A (FT.) B (FT.) C (FT.) D.I.P. BEND (IN.) (CF) (CY) BLOCK DIMENSIONS SEWER OR DOUBLE CEMENT LINED, DUCTILE IRON PIPE AS MANUFACTURED BY UNITED STATES NO CONC. SHALL BE 90 10.9 6.0 2.0 130.8 4.9 POURED AGAINST JOINTS BRANCH DRAIN LINE PIPE AND FOUNDRY COMPANY, MADE IN THE U.S.A. OR APPROVED EQUAL. CONC. CONC. SIZE A (FT.) B (FT.) C (FT.) c) THE PIPE AND FITTINGS SHALL BE CEMENT MORTAR LINED TO TWICE THE STANDARD 'B' (CF) (CY) EVERGREEN MANOR 45 7.9 4.5 2.0 71.1 2.7 UNDISTURBED (IN.) THICKNESS IN ACCORDANCE WITH ANSI A21.4 (AWWA C104) EXCEPT AS NOTED. 'B'/2 16 22 21 6.0 3.0 2.0 36.0 1.3 TRENCH WALL 10' MIN. 10' MIN. 6 3.7 2.0 2.0 14.8 0.5 d) ALL CHANGES IN PIPE DIRECTIONS, REQUIRING FITTINGS BOTH VERTICAL AND C 11 41 3.6 2.5 2.0 18.0 0.7 DEFLECTION OF PIPE AS PER SECTION VIEW MANUFACTURER'S RECOMMENDATIONS HORIZONTAL, SHALL BE SECURED WITH RETAINER GLANDS AND THRUST BLOCKED WITH Town of Cortlandt, New York 90 9.4 4.0 2.0 75.2 2.8 8 5.0 2.5 2.0 25.0 0.9 OR AS REQUIRED BY CONCRETE AGAINST UNDISTURBED EARTH. 45 5.8 3.5 2.0 40.6 1.5 10 6.3 3.0 2.0 37.8 1.4 THE WATER DEPARTMENT e) ALL BENDS, TEES AND SOLID SLEEVES SHALL BE MECHANICAL JOINT WITH RETAINER 12 22 21 4.2 2.5 2.0 21.0 0.8 12 6.7 4.0 2.0 61.6 2.3 GLANDS, PRESSURE CLASS 350, DUCTILE IRON AS MANUFACTURED BY UNITED STATES 11 41 2.6 2.0 2.0 10.4 0.4 20' MIN. PIPE AND FOUNDRY COMPANY OR APPROVED EQUAL. SOLID SLEEVES SHALL BE A 16 10.3 4.5 2.0 92.7 3.4 90 6.7 4.0 2.0 53.6 2.0 MINIMUM 12" IN LENGTH. 45 5.8 2.5 2.0 29.0 1.1 f) ALL FITTINGS SHALL CONFORM TO THE FOLLOWING OR LATEST SPECIFICATIONS: 10 22 21 3.7 2.0 2.0 14.8 0.5 8" MIN. 11 41 2.5 1.5 2.0 7.5 0.3 PLAN VIEW DUCTILE IRON FITTINGS: ANSI/AWWA C110/A21.10 90 5.1 3.5 2.0 35.7 1.3 ANSI/AWWA/C104/A21.04 18" MIN. 45 3.8 2.5 2.0 19.0 0.7 SANITARY SEWER OR 8 FITTING JOINTS: ANSI/AWWA C111/A21.11 2' MIN. WATER LINE 22 21 3.3 1.5 2.0 9.9 0.4 A STORM DRAIN C (PRESSURE PIPE) 11 41 2.5 1.0 2.0 5.0 0.2 THRUST BLOCK AT CAP g) GATE VALVES SHALL BE MUELLER IRON BODY, NON-RISING STEM CONVENTIONAL 10' MIN. 10' MIN. 90 4.1 2.5 2.0 20.5 0.8 PACKING, RESILIENT SEATED, MECHANICAL JOINT WITH RETAINER GLANDS, PRESSURE 'A' 2.8 2.0 2.0 11.2 0.4 CLASS 350, OPENING LEFT (CCW) AND OPERATION SHALL BE BY 2" SQUARE WRENCH OWNER / APPLICANT B 45 6 NOTE: PLAN VIEW 22 21 2.8 1.0 2.0 5.6 0.2 1. FOR ANY CONDITIONS OTHER THAN SHOWN AT RIGHT, THE FOLLOWING REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR NUT. ALL GATE VALVES SHALL CONFORM TO THE LATEST SPECIFICATIONS OF V.S. CONSTRUCTION CORPORATION BLOCK DIMENSIONS 11 41 1.4 1.0 2.0 2.8 0.1 PIPE STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT OF CROSSING. THE SANITARY SEWER SHALL BE CLASS 150 PRESSURE PIPE AND THE ANSI/AWWA C509. 37 CROTON DAM ROAD CONC. CONC. DIA. BEND A (FT.) B (FT.) C (FT.) (CF) (CY) STORM DRAIN SHALL BE LOCK JOINT PRESSURE PIPE. WHERE THE ABOVE CONDITIONS CANNOT BE MET, THE WESTCHESTER COUNTY DEPARTMENT h) ALL VALVE BOXES SHALL BE MADE IN THE USA AND SHALL CONFORM TO THE LATEST OSSINING, NY 10562 SECTION VIEW (IN.) OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. SPECIFICATIONS OF ASTM A-48. VALVE BOXES SHALL BE MANUFACTURED BY TYLER 2. WHERE THE WATER LINE PASSES BENEATH THE SEWER LINE OR STORM DRAIN, THE JOINTS OF THE PIPE SHALL BE A MINIMUM OF 10' FROM THE (BACK OF THRUST BLOCK) 90 12.0 8.3 6.3 313.7 11.5 POINT OF CROSSING. SEWER PIPE SHALL BE CLASS 150 PRESSURE PIPE AND THE STORM DRAIN SHALL BE LOCK-JOINT PRESSURE PIPE. UNION, MODEL 6855 SLIP TYPE, CAST IRON - 2 PIECES WITH AN EXTENSION HEIGHT 45 12.0 7.5 5.0 225.0 8.3 3. REQUIREMENTS AS STATED IN TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS BETWEEN 39"-60". LIDS SHALL BE MARKED "WATER". 16 22 21 11.5 7.0 3.0 120.8 4.5 LESS THAN 10' AND VERTICAL SEPARATION IS LESS THAN 18". WHERE THE ABOVE CONDITIONS CANNOT BE MET, THE WESTCHESTER COUNTY i) RETAINER GLANDS ARE "MEGALUG" SERIES 1100 MECHANICAL JOINT RESTRAINT FOR PLANNER, CIVIL ENGINEER, LANDSCAPE THRUST BLOCK AT HORIZONTAL BEND DEPARTMENT OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED IF NOT PREVIOUSLY APPROVED. DUCTILE IRON PIPE AS MANUFACTURED BY EBAA IRON, INC. THEY SHALL BE 11 41 9.0 4.5 3.0 60.8 2.3 CONSTRUCTED OF ASTM A536 DUCTILE IRON AND APPROVED FOR USE ON POTABLE ARCHITECT 90 10.0 6.5 5.5 178.8 6.6 12 45 22 21 9.5 9.0 6.5 5.0 4.3 3.0 132.8 67.5 4.9 2.5 WATER PIPE LINES SUBJECT TO HYDROSTATIC PRESSURE AND TESTED IN ACCORDANCE WITH EITHER AWWA C600 OR ASTM D2774. DTSIntelligent PROVIDENT  Land Use TITLE TITLE CROSSING OF WATER LINE AND STORM / SANITARY SEWER j) THRUST BLOCKS SHALL HAVE A COMPRESSIVE STRENGTH OF FC = 3,500 PSI (MINIMUM) 11 41 8.0 4.5 3.0 54.0 2.0 2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. AT 28 DAYS AND SHALL BE FORMED AND POURED AGAINST UNDISTURBED EARTH. DTS Provident Design Engineering, LLP CA #: 0017846 90 11.0 6.25 3.75 128.9 4.8 EYEBOLTS SET k) AFTER THE TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, One North Broadway BLOCK DIMENSIONS IN CONCRETE 45 10.0 5.0 3.75 93.8 3.5 CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED ON ALL 10 White Plains, NY 10601 BRANCH 22 21 SIZE A (FT.) B (FT.) C (FT.) CONC. CONC. ANCHOR RODS 8.0 4.5 3.0 54.0 2.0 SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST 2000 FT (MAX.). POUR THRUST BLOCK HYDRANT SHALL BE P: 914.428.0010 AGAINST UNDISTURBED SOIL (IN.) (CF) (CY) EDGE OF TRENCH (SEE SCHEDULE BELOW) 11 41 8.0 4.5 3.0 54.0 2.0 "MUELLER" SUPER CENTURION 350 l) AFTER ALL TESTS AND INSPECTIONS HAVE BEEN PERFORMED EVIDENCE OF COMPLIANCE F: 914.428.0017 NOTE: 6 3.7 2.0 2.0 14.8 0.5 90 9.5 4.5 4.0 85.5 3.2 1. PUMPER OUTLET SHALL FACE STREET; MODEL #A423HP, WITH SAFETY 2'-6" MAX. SHALL BE FORWARDED TO THE OWNER/ENGINEER AND THE MUNICIPALITY PRIOR TO 'A' 9.5 3.3 62.7 2.3 BREAKAWAY FLANGE, 3-WAY, OPENING ACCEPTANCE. 18" MIN. 8 5.0 2.5 2.0 25.0 0.9 8 45 4.0 HOSE OUTLETS SHALL BE PARALLEL TO STREET. LEFT (CCW). THE PUMPER NOZZLE/MAIN 1'-6" MIN. m) ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY THE CONTRACTOR AT ARCHITECT - PARCEL 1 EDGE OF 22 21 8.0 4.5 3.0 54.0 2.0 2. PLUMBNESS OF HYDRANT TO BE VALVE SHALL BE 5 41" , THE TWO HOSE TRENCH 10 6.3 3.0 2.0 37.8 1.4 11 41 8.0 4.5 3.0 54.0 2.0 THE CONTRACTOR'S EXPENSE. SOURCE AND/OR QUALITY OF WATER WHICH THE STEIN TROOST ARCHITECTURE, LLC 2' MIN. CHECKED IN TWO DIRECTIONS, 90^ NOZZLES SHALL BE 2 21". APART. CONTRACTOR PROPOSES TO USE IN TESTING LINES SHALL BE ACCEPTABLE TO THE ONE MORGAN AVENUE C 4.5 B 12 6.7 4.0 2.0 61.6 2.3 90 8.0 3.3 54.0 2.0 3. RODDING SHALL CONSIST OF TWO 43" DEPARTMENT OF TECHNICAL SERVICES. NORWALK, CONNECTICUT 06851 18"MIN. 45 8.0 4.5 3.3 54.0 2.0 16 10.3 4.5 2.0 92.7 3.4 A 6 THREADED RODS CAREFULLY COATED EDGE OF n) HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY 22 21 8.0 4.5 3.0 54.0 2.0 WITH BITUMASTIC PAINT. RODDING PAVEMENT OR CURB BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON FINISHED GRADE MIN. 2 CY OF 11 41 8.0 4.5 3.0 54.0 2.0 MAY BE OMITTED BETWEEN THE MAIN AND LATERAL VALVE ONLY WHERE A WHEN DIRECTED HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY LAND USE ATTORNEY CONC. THRUST TAPPING VALVE OR HYDRANT VALVE BACKFILLED. BLOCK GRAVITY BLOCKS ANCHORING TEE IS USED. DRAIN HOLES TO BE PLUGGED o) FOR THE PRESSURE TEST, THE SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT A ZARIN & STEINMETZ 3,500 PSI CONC. NOTES: VERTICAL UP 4. 1 12" STONE SHALL BE PLACED AROUND IN AREAS OF MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, 81 MAIN STREET SPLIT COLLAR W/ 34" GRAVITY BLOCKS SHALL REQUIRE A MINIMUM OF 2 CY 1. ALL THRUST BLOCKS SIZED IN ACCORDANCE WITH AWWA THREADED RODS W/ CONCRETE PER INSTALLATION. THE HYDRANT FROM THE BOTTOM OF HIGH GROUND WATER. 6" VALVE AND VALVE BOX TO BE WHICHEVER IS GREATER, BASED ON THE ELEVATION OF THE LOWEST POINT IN THE WHITE PLAINS, NY 10601 PLAN VIEW D.I.P. TEE DUCTILE IRON PIPE AND FITTINGS, AWWA MANUAL M41 THE TRENCH, BUT AT LEAST 6" BELOW (SEE NOTE 5) SECOND EDITION - DUCTILE IRON PIPE RESEARCH ANCHOR RODS WASHERS AND NUTS THE BASE OF THE HYDRANT TO 6" MUELLER CAT. NO. 2380 SECTION BEING TESTED AND CORRECTED TO THE ELEVATION OF THE GAUGE. AS ANCHOR BOLTS IMBEDDED 2 LAYERS OF TARPAPER THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE. (SEE SCHEDULE BELOW) IN THE THRUST BLOCK (AS REFER TO "GRAVITY BLOCK RESTRAINT INSTALLATION DETAIL". ABOVE THE WASTE OPENING AND TO A OR APPROVED EQUAL PROVISIONS SHALL BE MADE TO RELIEVE AIR TRAPPED AT HIGH POINTS IN THE SYSTEM SURVEYOR OVER 1 21" STONE 2. CALCULATIONS APPLY A 1.5 SAFETY FACTOR. PART OF THRUST BLOCK REFER TO "THRUST BLOCK NOTES" FOR INSTALLATION DISTANCE OF 12" AROUND THE ELBOW. RODDING BETWEEN THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS 3. CALCULATIONS BASED UPON MINIMUM PRESSURE CLASS 5. HYDRANTS WITH PLUGGED DRAINS OF PIPE WITH STANDARD CEMENT-MORTAR LINING. ITEM) REQUIREMENTS WHERE APPLICABLE. STONE, CONCRETE TEE AND VALVE INSTALLED FOR THIS PURPOSE BY THE CONTRACTOR. AFTER SAID PRESSURE HAS BEEN DANIEL T. MERRITTS, PLS SHALL HAVE A 3" BLACK CIRCLE PAINTED 4. CALCULATIONS BASED UPON A SOIL BEARING PRESSURE EYEBOLTS SET DIRECTLY UNDER THE PUMPER OUTLET. OR CONCRETE BLOCK, AND BETWEEN MAINTAINED SUCCESSFULLY FOR A PERIOD OF AT LEAST TWO HOURS, AND NO LEAKAGE 394 BEDFORD ROAD ANCHOR SCHEDULE FOR GRAVITY BLOCKS MINIMUM 6" THICK VALVE AND HYDRANT OF 1,000 LBS. PER SQUARE FOOT. IN CONCRETE 6. HYDRANT DRAINS TO BE PLUGGED HAS BEEN OBSERVED, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PLEASANTVILLE, NY 10570 AND 12" SQUARE C 5. CALCULATIONS BASED UPON A 130 PSI TEST PRESSURE, MIN. 2 CY OF PIPE DIAMETER RODS MIN. EMBEDMENT LENGTH WHERE THE WATER TABLE IS WITHIN 7' (SEE NOTE 3) PASSED THE PRESSURE TEST. B 2' MIN. MAXIMUM OF FINISHED GRADE. WHEN THE DRAINS 4,000 PSI CONCRETE THRUST BLOCK p) IF LEAKAGE IN SYSTEM IS OBSERVED, THE CONTRACTOR SHALL, AT NO ADDED COST TO 6. DIMENSIONS ESTABLISHED BASED UPON TRUNCATED TRIANGULAR SHAPED THRUST BLOCK GEOMETRY CONC. THRUST BLOCK 16" 12" 3 - #4 3 - #4 24" 18" ARE PLUGGED, THE BARRELS MUST BE PUMPED DRY AFTER USE DURING OR STONE ANCHORAGE THE OWNER, LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RE-TEST PIPING WETLAND CONSULTANT 6" 2 - #5 12" AGAINST 7. ALL CONCRETE SHALL BE A MINIMUM 3,500 PSI OR A EDGE OF TRENCH FREEZING WEATHER. WHERE HYDRANT UNDISTURBED EARTH SYSTEM. TIM MILLER ASSOCIATES, INC. 'B' 8" 2 - #5 12" GREATER AT 28 DAYS DRAINS ARE NOT PLUGGED, A GRAVEL q) THE WATER LINE MAY BE FLEXED WITHIN PIPE SPECIFICATIONS OR LAID DEEPER IN 'B'/2 8. ALL THRUST BLOCKS SHALL BE POURED AGAINST NOTE: POCKET OR DRY WELL SHALL BE LIMITS OF 10 NORTH STREET AREAS WHERE A CROSSING WITH A SANITARY LINE OCCURS, TO ACHIEVE THE REQUIRED UNDISTURBED SOILS 1. ALL EMBEDDED RODS SHOULD HAVE STANDARD ACI PROVIDED UNLESS THE NATURAL SOILS 1 21 " STONE 6" 1.5' VERTICAL SEPARATION DISTANCE. IF THIS DISTANCE CANNOT BE REASONABLY COLD SPRING, NY 10516 9. NO CONCRETE SHALL BE POURED AGAINST PIPE JOINTS HOOKS. WILL PROVIDE ADEQUATE DRAINAGE. FOR DRAINAGE. SECTION VIEW 10. THRUST BLOCK SHOWN ARE MINIMUM SIZES 2. IN SOME CASES, IT WILL BE NECESSARY TO INCREASE HYDRANT DRAINS SHALL NOT BE (SEE NOTE 4) ACHIEVED, THE CONTRACTOR SHALL USE PRESSURE RATED SANITARY SEWER PIPE OF 11. THRUST BLOCK FOR 90 DEGREE BENDS SHALL ONLY BE THE MINIMUM DIMENSIONS SHOWN TO ATTAIN THE CONNECTED TO OR LOCATED WITHIN 10' EQUAL OR GREATER RATING THAT THE PRESSURE CLASS FOR THE WATER LINE. PERMITTED ON FJ TO FJ CONNECTIONS. MINIMUM CONCRETE VOLUMES. OF SANITARY SEWERS OR STORM NOTE: 12. ALL WORK TO CONFORM TO WESTCHESTER JOINT WATER VERTICAL DOWN DRAINS. r) MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPE SHALL BE THRUST BLOCK AT TEE NO CONC. SHALL WORKS AND TOWN OF HARRISON STANDARDS AND THRUST BLOCK AT HORIZONTAL BEND 6" LATERAL 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. BE POURED SPECIFICATIONS. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR AGAINST JOINTS OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER LINE AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECT FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER PIPE ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER THRUST BLOCK HYDRANT SETTING MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET SCALE: N.T.S. 1 3 MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. SCALE: N.T.S. s) ALL WATER MAINS SHALL HAVE A MINIMUM OF FOUR FEET OF COVER FROM THE TOP OF THE MAIN TO FINISHED GRADE. THE CONTRACTOR SHALL CHECK ALL FINISHED TOP OF CASTING FINISH HEAVY DUTY CASTINGS AND COVERS GRADE STAKES BEFORE TRENCHING TO ENSURE THAT ALL INSTALLED WATERMAINS GRADE; SEE PLANS FOR MANUFACTURED BY CAMPBELL FOUNDRY CO. WILL HAVE THE REQUIRED COVER. ELEVATION PATTERN NO. 1041B WITH LETTERING "SEWER" OR APPROVED EQUAL t) THE SUPPLIER OF WATER MUST RECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATION UNDISTURBED 2 COURSES OF BRICK 2-11" 12" SIDES OF 12" REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO 3" CLEAR FROM UNDERSIDE LABEL CL TRENCH 12" RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL OF COVER TO TOP OF CAP. (ENGINEER, ARCHITECT, OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER 8" 3' - 0" SECTION 7208(N) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY 8" 12" AREA OF CIRCUMFERENTIAL FINISHED GRADE CLEAN-OUT FRAME AND COVERS SHALL BE PIPE IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN PATTERN NO. 4153 OR AN APPROVED EQUAL STEEL 12" SQ. IN / LIN. FT. 6" (PAVEMENT AREAS) AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY. ACCORDANCE WITH THE APPROVAL PLANS, REPORTS, SPECIFICATIONS AND ANY PLASTIC COATED STEEL (See notes Below). PIPE APPROVED AMENDMENTS. A NYSDOH CERTIFIED LABORATORY WILL COLLECT SAMPLES 1' STEPS CONFORMING TO FINISHED GRADE FOR FREE CHLORINE RESIDUAL, TOTAL AND FECAL COLIFORM AND 24-HOUR BACTERIAL NYSDOT SECTION 725-02 THREADED CAP PLATE COUNT. THE CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED TO THE WATER (NON-PAVEMENT AREAS) 12" SELF SEALING MAINTENANCE SUPERVISOR AS A CONDITION OF APPROVAL FOR OPERATION. BUTYL RUBBER GASKET u) THE CONTRACTOR SHALL COORDINATE THE TESTING WITH THE WATER DEPARTMENT SO THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY TYP. (TWO PROJECTIONS) ASTM C44360T AS TO MAINTAIN THE AMOUNT OF SERVICE INTERRUPTION TO EXISTING USERS TO THE PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 CONCRETE ANCHOR PRECAST CONCRETE RISER DETAIL "A" MIN. 3,000 PSI. LEAST EXTENT PRACTICABLE. WATER MAIN INSTALLATION AND TESTING SHALL BE SECTION AS NEEDED (HEIGHT VARIES) 4"-6" MIN. 3/4" WASHED PERFORMED UNDER THE SUPERVISION OF THE PROJECT ENGINEER OR HIS DESIGNEE. SEE DTL. "A" GRAVEL OR CRUSHED STONE v) THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR USE FLEXIBLE BASE UNDER CLEAN-OUT 4" PVC OR DIP DISINFECTING WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING RUBBER BOOT, TYP. NOTE: FRAME AND COVER. (ALL PIPE 4'-0" DIA. MIN. NOTES: DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE 1. ALL STRUCTURES AND CASTINGS TO SUPPORT H20 LOADING CONNECTIONS, (5'-0" DIA ≥ 10' DEEP) 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS 1. PIPE ANCHORS SHALL BE INSTALLED AS FOLLOWS: CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT IN AND OUT) 5" FOR APPROVAL. GRADE 20% TO 35% - 36ft C TO C MAX. GENERALLY PREVAILING IN THE SYSTEM. THE PROJECT ENGINEER OR HIS DESIGNEE, AND 3. CONCRETE SHALL BE A MINIMUM OF 4,500 PSI. TOWN OF CORTLANDT SHALL ALSO WITNESS DISINFECTION AND FLUSHING. 4. APPLY 2-2 MILS OF BITUMINOUS MATERIAL "INERTOL No. GRADE 35% TO 50% - 24FT C TO C MAX. PIPE SLOPE 1" PER 1' 49 KOPPERS SUPER SERVICE", BLACK OR APPROVED PVC OR DIP w) THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. 45° BEND GRADE OVER 50% - 16FT C TO C MAX. x) FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. 18" TO 48" EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURER'S NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 7" SPECIFICATIONS. 2. ALL PIPES WITH A GRADE OF 20% OR GREATER SHALL HAVE AT LEAST ONE (1) PIPE ANCHOR y) THE WATER LINE SHALL BE INSTALLED AT A CONTINUOUS GRADE WITH NO ABRUPT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE HIGH POINTS OR LOW POINTS. ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 3" INSTALLED ON THE JOINT NEAREST THE MIDDLE OF A VERY SHORT LINE. INVERT SHELF CAST IN 12" COMPACTED CRUSHED STONE CAPPED END SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER PLACE 2" ABOVE TOP OF PVC OR DIP SEE PLAN 3. IF A PIPE ANCHOR IS SET AT THE BELL END OF A PIPE, THE CONCRETE SHALL BE PLACED IN z) FINAL WATER DISTRIBUTION SYSTEM IS SUBJECT TO REVIEW, REVISION AND APPROVAL WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. BEDDING COURSE PIPE, TYP. WYE BRANCH FOR INVERT BY THE DEPARTMENT OF TECHNICAL SERVICES. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED UNDISTURBED SUBGRADE SUCH A MANNER AS TO ASSURE EXPOSURE OF THE JOINT. aa) THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 8" 3 MATERIAL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 8" STL. REINF. RODS; TOWN OF CORTLANDT. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 8" O.C. BOTH WAYS PVC OR DIP SEWER SERVICE LINE FLOW PVC OR DIP bb) ALL WATER SERVICE CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE SHOWN BY THESE DRAWINGS. DEPARTMENT OF TECHNICAL SERVICES PRIOR TO BACKFILLING. BEDDING, PIPE ZONE, LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS PRECAST CONCRETE AND TRENCH BACKFILL MATERIAL SHALL BE COMPOSED OF CRUSHED STONE OR LIGHT DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION BASE RISER SECTION 7'-0" DIA. 1'-0" GRAVEL HAVING A GRADATION LIMIT OF 3/4" MINUS. AN ACCEPTABLE MATERIAL SHALL 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. MEET THE FOLLOWING REQUIREMENTS: Copyright DTS Provident Design Engineering, LLP 2026 SIEVE DESIGNATION % PASSING All rights reserved. SANITARY SEWER MANHOLE CLEANOUT PIPE ANCHORS ¾" 100% NOT FOR CONSTRUCTION 4 5 6 No. 40 0-70% SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. No. 200 0-10% REVISIONS/ISSUANCES NO. DATE ISSUE cc) THE SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BURIED PIPING TO THE LOCATION OF THE PROPOSED BUILDING CONNECTION POINT (I.E. INSIDE THE BUILDING). 1 02/11/25 PARCEL 1 REVISIONS WESTCHESTER COUNTY PUBLIC WATER SUPPLY AND THIS INCLUDES THE TESTING AND CERTIFICATION OF ALL WATER SERVICE WORK FROM THE TOWN WATER CONNECTION POINT TO THE PROPOSED BUILDING'S INTERIOR 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 SANITARY SEWER GENERAL CONSTRUCTION NOTES EXISTING OR PROPOSED CONNECTION POINT. 3 10/23/25 PLANNING BOARD SUBMISSION FINISHED GRADE WATER NOTES: dd) INDICATOR TAPE SHALL BE PLACED AT 12 INCHES BELOW FINISHED GRADE DIRECTLY 5 41 " SHAFT 1. ALL WATER MAINS TO BE CEMENT LINED CL-54 DUCTILE IRON PIPE. DOMESTIC MATERIAL ABOVE ALL WATERLINES. 4 11/20/25 PLANNING BOARD REVISION ONLY, NO IMPORTS. ee) ALL COPPER WATER SERVICE PIPING INSTALLATION, BACKFILL AND TESTING SHALL BE 2. PRESSURE/LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST SANITARY SEWER NOTES EDITION OF AWWA STANDARD 600. NO LEAKAGE PERMITTED. REVIEWED, AND APPROVED BY THE DEPARTMENT OF TECHNICAL SERVICES. BEDDING, 5 04/22/26 PLANNING BOARD REVISION 3. DISINFECTION AND BACTERIOLOGICAL TEST WILL BE PERFORMED IN ACCORDANCE WITH PIPE ZONE, AND BACKFILL MATERIAL MUST BE SAND ONLY. AWW STANDARD C651-92, EXCEPT FOR SECTION 5.1. ff) PRIOR TO THE BACKFILLING OF ANY WATER LINES AND COMPONENTS, 6 06/24/26 PLANNING BOARD REVISION ADJUSTABLE CAST IRON VALVE BOX SHALL CONFORM TO a) ALL SANITARY INFRASTRUCTURE INSTALLED SHALL BE CLASS 52 DUCTILE IRON PIPE 4. THE SUPPLIER'S RECORDS INDICATE ADEQUATE PRESSURE AND CAPACITY IS AVAILABLE THE LATEST SPECIFICATIONS OF ASTM A-48. VALVE BOXES WITH WATERTIGHT RUBBER GASKET JOINTS RESTRAINED WITH EBBA MEGALUGS OR DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. FOR THE AREA. SHALL BE MANUFACTURED BY: TYLER UNION, MODEL 6855 EQUIVALENT IF BURY DEPTH IS PROPOSED TO BE GREATER THAN 6-FT. 5. THE MINIMUM WATER MAIN INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET SLIP TYPE, CAST IRON - 2 PIECES WITH AN EXTENSION b) PRIOR TO THE BACKFILLING OF ANY SANITARY SEWER LINE AND MANHOLES, BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM HEIGHT BETWEEN 39”-60”. LIDS SHALL BE MARKED “WATER”. REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. c) THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A 48" MIN. BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN AND CATCH BASINS. ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A 6. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT DRAWING TITLE: MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA OF TECHNICAL SERVICES (D.O.T.S.), WESTCHESTER JOINT WATER WORKS, AND OWNER OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY PRESSURE TEST. INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO 7. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. FOR CORROSION PROTECTION, 8. ADEQUATE COVER OF WATERMAIN SHALL BE PROVIDED. PARCEL 2 - SITE AND UTILITY SUPPORT BOX WITH MINIMUM OF d) 10 STATE STANDARDS AND NYS DOH SANITARY CODE SHALL BE FOLLOWED. THREE (3) COURSES OF BRICK SEWER NOTES: 1. ALL SANITARY SEWER PIPES TO BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED. DOMESTIC DETAILS MATERIALS ONLY. NO IMPORTS. COMPACTED BACKFILL TO 2. SANITARY SEWER PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C 924. NATURAL GROUND 3. SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ASTM C 1244. 4. THE MINIMUM SEWER INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BELOW THE CONCRETE BEARING PAD TO BE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM REQUIRED USED WITH PVC PIPE BRICKS TO NOTE: NOTE: Seal DRAWN BY: CHECKED BY: SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE BEAR ON PAD ALL SANITARY SEWER MAINS TO BE INSTALLED WITH A POLYETHYLENE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND BZ/RC/TK GMS/MG NOTE: WRAP AROUND THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE NOTE: THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE WRAPPING (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE BETWEEN WATER MAINS AND PROJECT NO. DATE: 1. VALVE BOXES SHALL BE MADE IN THE U.S.A. WRAPPING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. NO RECYCLED MATERIAL SHALL BE USED AS PIPE BEDDING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND TUBING 8 OR BACKFILL OF ANY PUPLIC INFRASTRUCTURE 812 01/23/25 2. SIMILAR INSTALLATION FOR CURB BOX OR TUBING 8 MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC 5. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC SERVICE LINE VALVE SIZE + 12" TECHNICAL SERVICES (D.O.T.S.), ENGINEER, AND OWNER MUST BE NOTIFIED AT LEAST 48 DRAWING NO. HOURS IN ADVANCE OF ANY TEST. 6. THE APPLICANT'S ENGINEER SHALL BE PRESENT FOR ALL TESTING. TYPICAL VALVE INSTALLATION BOX SCALE: N.T.S. 7 SP-6.3 EXPIRES01/31/27 EXPIRES 7/31/29 Page 83 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P2 SP-6.1 - 6.4 SITE AND UTILITY DETAILS.DWG HS-20 RATED GRATE & FRAME LOCAL FILL (AS REQUIRED) ADD RISER RINGS TO REQUIRED GRADE ELEVATION HS-20 RATED MANWAY ACCESS (AS REQUIED) ADD RISER RINGS JELLYFISH TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE LENGTH AND THE NUMBER OF CARTRIDGES. THE STANDARD PEAK DIVERSION STYLE WITH TO REQUIRED GRADE ELEVATION EVERGREEN MANOR INLET PRECAST TOP SLAB IS SHOWN. ALTERNATE OFFLINE VAULT AND/OR SHALLOW ORIENTATIONS ARE AVAILABLE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED STORM CAPTURE MODULES INLET TRANSFER BY ENGINEER OF RECORD BY OLDCASTLE PRECAST INC. BAY HI FLO OPENING CARTRIDGE APPLY JOINT WRAP AROUND VERTICAL CARTRIDGE SELECTION WRAP GEOTEXTILE FABRIC MIN. 12" OVER TOP AND TOP JOINTS CARTRIDGE LENGTH OUTLET INVERT TO STRUCTURE INVERT (A) 54" 6'-6" 40" 5'-4" 27" 4'-3" 15" 3'-3" GL BASE SLAB CHANNEL PROTECTION (1-YR STORM) ELEV: 360.86 Town of Cortlandt, New York FLOW RATE HI-FLO / DRAINDOWN (CFS) (PER CART) 0.178 / 0.089 0.133 / 0.067 0.089 / 0.045 0.049 / 0.025 MAX. TREATMENT (CFS) 1.96 1.47 0.98 0.54 FINISHED GRADE ELEV. = 400 TO 401.75 FLOATABLES DECK TO INSIDE TOP (MIN) (B) 5.00 4.00 4.00 4.00 2.00' - BAFFLE 2.75' OVER BANK FLOOD CONTROL OF TOP OF STORM CAPTURE (10-YR STORM) ELEV: 362.35 BYPASS COVER MODULE ELEV. = 398.00 8'-0" WEIR 7" STEPS INSIDE TOP OF STORM CAPTURE (LOCATION MODULE ELEV. = 397.42 15" Ø OUTLET PIPE TO EXTREME FLOOD CONTROL C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P2 SP-6.1 - 6.4 SITE AND UTILITY DETAILS.DWG 8/19/2026 3:57 PM MAY VARY) PROPOSED DRAINAGE SYSTEM (SEE PLAN) (100-YR STORM) ELEV: 365.33 SITE SPECIFIC 1" DIAM. VENT DATA REQUIREMENTS HOLE ONE SIDE DRILLED IN 6'-0" 12" DIAM. ONLY EJIW STEPS (TYP.) OPENINGS STRUCTURE ID ID DECK WEIR WATER QUALITY FLOW RATE (cfs) WQFLOW OCS WEIR INVERT ELEV: 364.25 PEAK FLOW RATE (cfs) PEAK OUTLET OUTLET DRAINDOWN RETURN PERIOD OF PEAK FLOW (yrs) RETURN OUTLET PIPE OWNER / APPLICANT TRANSFER CARTRIDGE # OF CARTRIDGES REQUIRED (HF / DD) CART BOTTOM OF STORM CAPTURE BAY OPENING INV. ELEV. = XXX.XX ® CARTRIDGE LENGTH SIZE MODULE ELEV. = 391.42 V.S. CONSTRUCTION CORPORATION www.ContechES.com (TO OCS) PLAN VIEW PIPE DATA: I.E. MAT'L DIA SLOPE % HGL 12" GRAVEL LAYER 12" 37 CROTON DAM ROAD INLET #1 ELEV MAT'L DIA SLOPE HGL ELEV. = 390.42 (TOP SLAB NOT SHOWN FOR CLARITY) INLET #2 ELEV MAT'L DIA SLOPE HGL OSSINING, NY 10562 OUTLET ELEV MAT'L DIA SLOPE HGL SEE GENERAL NOTES 6-7 FOR INLET AND OUTLET USA HYDRAULIC AND SIZING REQUIREMENTS. CONTRACTOR SHALL INSTALL OLDCASTLE STORMCAPTURE SC1 OR APPROVED EQUAL CONTRACTOR TO ENSURE ADEQUATE BEARING SURFACE PROVIDED IN ACCORDANCE WITH VOID SPACE TO BE GROUT FILLED BY CONTRACTOR PLANNER, CIVIL ENGINEER, LANDSCAPE RIM ELEVATION RIMELEV CONTRACTOR TO GROUT PROJECT SPECIFICATIONS. A 2" SAND BEDDING IN-FIELD ARCHITECT TO FINISHED GRADE FRAME AND COVER SHOWN 24" ANTI-FLOTATION BALLAST WIDTH HEIGHT LAYER IS REQUIRED DTSIntelligent PROVIDENT (TRENCH COVER OPTION IS FLUSH CONTECH TO PROVIDE WITH TOP OF STRUCTURE) FRAME AND COVER TRENCH COVER NOTES/SPECIAL REQUIREMENTS: WIDTH HEIGHT  GRADE RING/RISER (DIAMETER VARIES) N.T.S. (LENGTH VARIES) N.T.S. STORMCAPTURE UNDERGROUND INFILTRATION SYSTEM (2eP) SECTION DETAIL 2 Land Use * PER ENGINEER OF RECORD NOT TO SCALE DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 INLET PIPE P: 914.428.0010 GENERAL NOTES: F: 914.428.0017 TRANSFER TOP OF BYPASS 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. OPENING WEIR 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS B Ø##" REPRESENTATIVE. www.ContechES.com ARCHITECT - PARCEL 1 CARTRIDGE DECK 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR Ø##" TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. STEIN TROOST ARCHITECTURE, LLC 4. STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, ASSUMING EARTH COVER OF 0' - 10', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ONE MORGAN AVENUE ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857, ASTM C-918, AND AASHTO LOAD FACTOR DESIGN METHOD. NORWALK, CONNECTICUT 06851 OUTLET PIPE 6. OUTLET PIPE INVERT IS EQUAL TO THE CARTRIDGE DECK ELEVATION. CARTRIDGE 7. THE OUTLET PIPE DIAMETER FOR NEW INSTALLATIONS IS RECOMMENDED TO BE ONE PIPE SIZE LARGER THAN THE INLET PIPE AT EQUAL OR GREATER SLOPE. BOTTOM OF 8. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS DIRECTED BY THE ENGINEER OF RECORD. LAND USE ATTORNEY FLOATABLES BAFFLE INSTALLATION NOTES ZARIN & STEINMETZ A A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 81 MAIN STREET B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE. WHITE PLAINS, NY 10601 SUMP 2'-0" TYP C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING THE JOINTS, LINE ENTRY AND EXIT POINTS (NON-SHRINK GROUT WITH APPROVED WATERSTOP OR FLEXIBLE BOOT). D. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION. SURVEYOR DANIEL T. MERRITTS, PLS TRANSFER OPENING 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 ELEVATION VIEW JELLYFISH JFPD0806 www.ContechES.com STANDARD DETAIL WETLAND CONSULTANT THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: U.S. PATENT NO. 8,287,726; 8,221,618; US 8,123,935; 9025 Centre Pointe Dr., Suite 400, West Chester, OH 4 5 0 6 9 PEAK DIVERSION CONFIGURATION OTHER INTERNATIONAL PATENTS PENDING 800-338-1122 513-645-7000 513-645-7993 FAX TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 CONTECH JELLYFISH FILTER 1 STORMCAPTURE UNDERGROUND INFILTRATION SYSTEM (2eP) SECTION DETAIL 3 SCALE: N.T.S. NOT TO SCALE THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. STORMCAPTURE @ STORAGE SYSTEM 2 (5 FT.) SECTION DETAIL 4 NOT FOR CONSTRUCTION NOT TO SCALE REVISIONS/ISSUANCES NO. DATE ISSUE 1 02/11/25 PARCEL 1 REVISIONS 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 3 10/23/25 PLANNING BOARD SUBMISSION 4 11/20/25 PLANNING BOARD REVISION 5 04/22/26 PLANNING BOARD REVISION 6 06/24/26 PLANNING BOARD REVISION DRAWING TITLE: PARCEL 2 - SITE AND UTILITY DETAILS Seal DRAWN BY: CHECKED BY: BZ/RC/TK GMS/MG PROJECT NO. DATE: 812 01/23/25 DRAWING NO. BLANK SCALE: N.T.S. 5 BLANK SCALE: N.T.S. 6 BLANK 7 SP-6.4 EXPIRES01/31/27 EXPIRES 7/31/29 Page 84 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS P O DENT  ntelligent Land se DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 -0+50 0+00 1+00 2+00 3+00 3+30 -0+50 0+00 1+00 2+00 3+00 4+00 4+20 Station Station DRIVEWAY D DRIVEWAY B THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION PARCEL 2 - DRIVEWAY PROFILE -0+30 0+00 1+00 2+00 3+00 4+00 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 Station Station DRIVEWAY C DRIVEWAY A SP-8.0 EXPIRES 7/31/29 Page 85 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS P O DENT  ntelligent Land se DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 -0+50 0+00 1+00 2+00 3+00 3+50 Station DRIVEWAY F THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION PARCEL 2 - -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 DRIVEWAY PROFILE Station DRIVEWAY E SP-8.1 EXPIRES 7/31/29 Page 86 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT CB-F15 DTS PROVIDENT  CB-F13 PROPOSED FINISHED DMH-F4 Intelligent Land Use RIM 403.83 RIM 409.32 RIM 406.80 GRADE, TYP. INV. 403.55 Out DTS Provident Design Engineering, LLP CA #: 0017846 INV. 400.50 In INV. 402.34 In INV. 400.50 Out INV. 405.00 In CB-E14 One North Broadway INV. 402.34 Out RIM 406.80 White Plains, NY 10601 APPROXIMATE INV. 403.30 In EXISTING GRADE, TYP. INV. 403.30 Out P: 914.428.0010 F: 914.428.0017 CB-E34 RIM 399.86 DI-E31 RIM 398.00 INV. 396.71 Out CONTRACT VENDEE INV. 395.49 In DMH-E32 CB-E33 ES-8 PROPOSED FINISHED RIM 399.85 LENNAR CORPORATION INV. 395.49 In RIM 399.19 RIM 401.52 GRADE, TYP. INV. 396.53 In INV. 395.49 Out INV. 396.00 In INV. 396.53 Out INV. 400.00 In 2465 KUSER ROAD, FLOOR 3 INV. 396.00 In ES-12 96 LF of 15" HDPE @ 1.00% HAMILTON, NJ 08690 RIM 396.82 APPROX. EXISTING INV. 395.30 Out PE @ 1.51% GRADE, TYP. 122 LF of 15" HD ARCHITECT - PARCEL 2 25 LF of 15" HDPE @ 1.00% HOLLIDAY ARCHITECTS JACKSON COMMONS 55 LF of 15" HDPE @ 0.91% SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 24 LF of 15" HDPE @ 0.75% LAND USE ATTORNEY 39 LF of 15" HDPE @ -0.50% 71 LF of 15" HDPE @ 0.75% ZARIN & STEINMETZ 27 LF of 15" HDPE @ -1.89% 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 -0+50 0+00 1+00 1+75 -0+50 0+00 1+00 2+00 3+00 4+00 4+25 Station Station STORM PROFILE: CB-E34 TO ES-12 AT BASIN #10 STORM PROFILE: BASIN #2 FROM ROAD F & E THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 YD-E30 RIM 413.00 INV. 406.25 In INV. 406.25 Out APPROXIMATE NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED EXISTING GRADE, TYP. BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND CB-E28 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER CB-E27 CB-E29 YD-E31 PROPOSED FINISHED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. RIM 406.90 RIM 406.00 RIM 406.74 RIM 410.50 GRADE, TYP. INV. 402.83 In CB-A3 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED INV. 402.25 In INV. 403.50 In INV. 407.00 Out CB-B4 INV. 403.65 In RIM 397.10 DI-B4-1 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL INV. 402.25 Out INV. 403.50 In RIM 397.25 INV. 402.83 Out INV. 392.72 In DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF RIM 397.50 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS CB-A2 INV. 392.72 Out INV. 392.99 In PROPOSED FINISHED INV. 394.25 Out SHOWN BY THESE DRAWINGS. RIM 395.16 INV. 393.70 In GRADE, TYP. INV. 391.66 In INV. 392.99 Out LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS CB-A2 (1) INV. 391.48 In DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION RIM 392.81 INV. 391.48 Out 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. DI-E26 RIM 400.10 1.00% INV. 389.87 In 75 LF of 15" HDPE @ INV. 389.87 In INV. 396.85 In ES-2 2% Copyright DTS Provident Design Engineering, LLP 2025 INV. 396.85 Out PE @ 4.0 RIM 390.97 5 " HD All rights reserved. INV. 396.85 Out 69 L F of 1 INV. 389.45 Out 0.98% 56 LF of 15" HDPE @ NOT FOR CONSTRUCTION -1.00% 57 LF of 15" HDPE @ 1.00% 124 LF of 15" HDPE @ 25 LF of 15" HDPE @ 1.00% 27 LF of 15" HDPE @ -2.51% 36 LF of 15" HDPE @ 0.75% 8" SEWER 36 LF of 15" HDPE @ -15.09% INV. 391.18 STA. 3+41.3 APPROXIMATE EXISTING GRADE, TYP. PARCEL 2 - STORM PROFILES -0+50 0+00 1+00 2+00 3+00 3+30 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+20 Station Station STORM PROFILE:- ES-10 (EXIST WL) STORM PROFILE: DI-B4-1 TO ES-2 SP-9.0 EXPIRES 7/31/29 Page 87 EVERGREEN MANOR Town of Cortlandt, New York APPROXIMATE EXISTING GRADE, TYP. OCS-1 BASIN #2 RIM 394.00 OWNER / APPLICANT INV. 384.94 Out PROPOSED FINISHED V.S. CONSTRUCTION CORPORATION GRADE, TYP. 37 CROTON DAM ROAD OSSINING, NY 10562 DI BM-20 DMH-MA1 (1) RIM 388.33 DMH-MA1 RIM 385.63 INV. 366.66 In RIM 385.63 INV. 382.71 In PLANNER, CIVIL ENGINEER, LANDSCAPE INV. 377.52 Out INV. 365.00 Out INV. 381.29 In INV. 370.85 Out ARCHITECT DTS PROVIDENT  Intelligent Land Use 91% DTS Provident Design Engineering, LLP CA #: 0017846 " HDPE @ 1. 117 LF of 15 One North Broadway White Plains, NY 10601 8" SEWER INV. 381.00 P: 914.428.0010 8" WATER F: 914.428.0017 STA. 1+49.4 INV. 381.98 STA. 1+60.86 CONTRACT VENDEE 3.97% 2" H DPE @ LENNAR CORPORATION 8" WATER 70 LF of 1 INV. 374.77 2465 KUSER ROAD, FLOOR 3 STA. 0+47.69 15" STORM HAMILTON, NJ 08690 INV. 372.62 STA. 1+41.0 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS ES-1 BASIN #1 40 LF of 12" HDPE @ 10.49% SUITE A4 INV. 362.00 In 30 JACKSON ROAD .66% MEDFORD, NJ 08055 @5 DPE 15" H F of 53 L LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT -0+50 0+00 1+00 2+00 3+00 4+00 4+20 TIM MILLER ASSOCIATES, INC. Station 10 NORTH STREET COLD SPRING, NY 10516 STORM PROFILE: ES-1 BASIN #1 FROM OCS-2 BASIN #2 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION PARCEL 2 - STORM PROFILES 3.1 SP-9.0 EXPIRES 7/31/29 Page 88 SMH-E1 APPROXIMATE RIM:409.31 SMH-A1 EXISTING GRADE, TYP. INV IN:401.50 8" RIM:396.80 INV IN:400.17 8" INV IN:389.20 8" INV IN:390.00 8" SMH-A1-1 EVERGREEN MANOR INV OUT:400.32 8" RIM:398.21 INV OUT:388.90 8" PROPOSED FINISHED SMH-E6 INV OUT:393.24 8" GRADE, TYP. RIM:407.22 INV OUT:400.80 8" PROPOSED FINISHED GRADE, TYP. Town of Cortlandt, New York 15" STORM INV. 405.24 15" STORM STA. 0+09.0 INV. 392.79 STA. 0+28.4 4.63% IP @ 70 LF 8" D 91 LF 8" DIP @ 0.69% 8" WATER SMH-E4 PROPOSED FINISHED INV. 402.75 RIM:409.83 GRADE, TYP. STA. 0+85.68 OWNER / APPLICANT INV IN:393.47 8" INV IN:402.62 8" SMH-E3-1 V.S. CONSTRUCTION CORPORATION INV OUT:393.22 8" APPROXIMATE RIM:408.59 37 CROTON DAM ROAD INV OUT:403.90 8" APPROXIMATE EXISTING GRADE, TYP. EXISTING GRADE, TYP. OSSINING, NY 10562 -0+50 0+00 1+00 1+25 -0+50 0+00 1+00 1+20 PLANNER, CIVIL ENGINEER, LANDSCAPE 15" STORM Station Station ARCHITECT INV. 404.86 STA. 0+52.4 SEWER PROFILE: 8-INCH ROAD E (2) SEWER PROFILE: SMH-A1 FROM SMH-A-1-1 DTS PROVIDENT  Intelligent Land Use 177 LF 8" DIP @ 0.72% DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 SMH-E4 F: 914.428.0017 RIM:409.83 INV IN:393.47 8" INV IN:402.62 8" CONTRACT VENDEE INV OUT:393.22 8" LENNAR CORPORATION APPROXIMATE EXISTING GRADE, TYP. 2465 KUSER ROAD, FLOOR 3 PROPOSED FINISHED HAMILTON, NJ 08690 GRADE, TYP. ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS SMH-E5 8" WATER JACKSON COMMONS RIM:400.83 INV OUT:396.14 8" 15" STORM INV. 404.69 SUITE A4 INV. 403.12 STA. 3+72.21 30 JACKSON ROAD STA. 1+03.7 MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 381 LF 8" DIP @ 0.70% SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 -0+50 0+00 1+00 2+00 2+10 -0+50 0+00 1+00 2+00 3+00 4+00 Station Station WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. SEWER PROFILE: ALONG ROAD E TO SMH-E2 SEWER PROFILE: ROAD E (SOUTH) 10 NORTH STREET COLD SPRING, NY 10516 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 SMH-E1 RIM:409.31 SMH-E2 INV IN:401.50 8" RIM:410.96 APPROXIMATE INV IN:400.17 8" INV IN:403.50 8" EXISTING GRADE, TYP. INV OUT:400.32 8" INV OUT:403.40 8" SMH-E3 RIM:408.39 INV OUT:404.00 8" SMH-E7 PROPOSED FINISHED RIM:402.45 GRADE, TYP. INV IN:394.93 8" INV OUT:394.83 8" NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 101 LF 8" DIP @ 0.50% MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 15" STORM DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF @ 2.05% ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 93 LF 8" DIP INV. 406.28 SHOWN BY THESE DRAWINGS. STA. 4+19.9 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 3.75% L F 8 " DIP @ 144 SMH-E8 Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. RIM:387.54 INV IN:377.60 8" NOT FOR CONSTRUCTION % 2 .97 1 @ IP 8"D F 3L 13 PARCEL 2 - SEWER PROFILES -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 Station SEWER PROFILE: 8-INCH ROAD E (1) SP-9.2 EXPIRES 7/31/29 Page 89 EVERGREEN MANOR Town of Cortlandt, New York SMH-B4 RIM:408.21 INV OUT:403.50 8" SMH-C3 SMH-B3 RIM:401.89 RIM:402.77 OWNER / APPLICANT INV IN:393.77 8" INV IN:397.79 8" SMH-C2 INV OUT:393.66 8" INV OUT:396.03 8" V.S. CONSTRUCTION CORPORATION RIM:400.03 INV IN:392.29 8" 37 CROTON DAM ROAD SMH - MA6 (1) APPROXIMATE RIM:397.80 SMH-C1 RIM:398.99 EXISTING GRADE, TYP. INV OUT:392.19 8" OSSINING, NY 10562 INV IN:390.24 8" INV IN:390.25 8" INV IN:389.39 8" INV OUT:390.15 8" INV IN:392.01 8" INV OUT:390.14 8" PROPOSED FINISHED PLANNER, CIVIL ENGINEER, LANDSCAPE GRADE, TYP. ARCHITECT % @ 6.13 F 8" DIP DTS PROVIDENT  93 L Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 8" WATER INV. 397.54 P: 914.428.0010 137 LF 8" DIP @ 1.00% STA. 3+59.92 F: 914.428.0017 1.42% 136 LF 8" DIP @ CONTRACT VENDEE 76 LF 8" DIP @ 1.00% 23 LF 8" DIP @ 9.76% LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+20 10 NORTH STREET Station COLD SPRING, NY 10516 SEWER PROFILE: 8-INCH ROAD C & B THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED SMH-B2 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE RIM:400.68 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND INV OUT:395.99 8" SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. SMH-A1 RIM:396.80 SMH-B1 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED INV IN:389.20 8" RIM:396.57 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL SMH - MA5 (1) INV IN:391.84 8" DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF SMH-A1 (1) INV IN:390.00 8" ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM:393.83 INV OUT:388.90 8" INV OUT:390.10 8" SHOWN BY THESE DRAWINGS. INV IN:386.30 8" RIM:393.06 INV IN:386.30 8" INV IN:385.58 8" PROPOSED FINISHED LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW INV OUT:387.84 8" GRADE, TYP. YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS INV OUT:386.20 8" DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 15" STORM INV. 393.07 Copyright DTS Provident Design Engineering, LLP 2025 STA. 3+35.0 All rights reserved. 7% 15" STORM DIP @ 2.3 175 LF 8" NOT FOR CONSTRUCTION 15" STORM INV. 391.75 INV. 389.77 STA. 2+03.9 STA. 0+43.9 22 % 273 LF 8" DIP @ 1. 15" STORM INV. 383.63 26 LF of 8" PVC @ 5.92% STA. 1+97.0 24 LF 8" DIP @ 3.70% APPROXIMATE EXISTING GRADE, TYP. PARCEL 2 - SEWER PROFILES -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 Station SEWER PROFILE: 8-INCH ROAD A & B SP-9.3 EXPIRES 7/31/29 Page 90 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT PROPOSED FINISHED APPROXIMATE GRADE, TYP. EXISTING GRADE, TYP. V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD GATE VALVE, TYP. OSSINING, NY 10562 15" STORM PLANNER, CIVIL ENGINEER, LANDSCAPE 4' MIN. INV. 411.30 TYP. STA. 1+28.5 GATE VALVE, TYP. ARCHITECT 15" STORM INV. 403.44 APPROXIMATE 8" D STA. 2+71.1 EXISTING GRADE, TYP. DTS PROVIDENT  IP -WA Intelligent Land Use CLR., TYP. TER 18" MIN. M AIN DTS Provident Design Engineering, LLP CA #: 0017846 PROPOSED FINISHED One North Broadway GRADE, TYP. White Plains, NY 10601 N P: 914.428.0010 R MAI F: 914.428.0017 ATE IP-W 8" D CONTRACT VENDEE 4' MIN. CLR., TYP. TYP. 18" MIN. LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 CAP END AND INSTALL CONC. THRUST BLOCK, HAMILTON, NJ 08690 TYP. CONNECT TO 8" WATER MAIN AT MAIN ACCESS DRIVE, ARCHITECT - PARCEL 2 TYP. HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 WATER PROFILE: ALONG ROAD E (SOUTH) WATER PROFILE: ALONG ROAD D THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 APPROXIMATE EXISTING GRADE, TYP. NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER PROPOSED FINISHED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 15" STORM GRADE, TYP. 15" STORM WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED INV. 404.96 GATE VALVE, TYP. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL INV. 406.43 STA. 0+60.8 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF STA. 2+61.2 15" STORM ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 4' MIN. SHOWN BY THESE DRAWINGS. TYP. APPROXIMATE INV. 405.53 EXISTING GRADE, TYP. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW STA. 4+09.3 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. CONNECT TO 8" WATER MAIN ALONG ROAD E, Copyright DTS Provident Design Engineering, LLP 2025 PROPOSED FINISHED TYP. All rights reserved. AIN 8" DIP-WATER M GRADE, TYP. NOT FOR CONSTRUCTION 18" MIN. CAP END AND INSTALL CLR., TYP. AIN CONC. THRUST BLOCK, -WATER M TYP. 8" DIP 8" SEWER CLR., TYP. 18" MIN. INV. 401.79 STA. 2+84.9 4' MIN. TYP. CLR., TYP. 18" MIN. PARCEL 2 - WATER MAIN PROFILES WATER PROFILE: ALONG ROAD E (NORTH) WATER PROFILE: ALONG ROAD F SP-9.4 EXPIRES 7/31/29 Page 91 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PROPOSED FINISHED APPROXIMATE GRADE, TYP. EXISTING GRADE, TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE GATE VALVE, TYP. ARCHITECT DTS PROVIDENT  Intelligent Land Use 4' MIN. TYP. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway 8" DIP-WATE White Plains, NY 10601 R MAIN P: 914.428.0010 F: 914.428.0017 CONNECT TO 8" WATER MAIN AT MAIN ACCESS DRIVE, TYP. CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WATER PROFILE: ALONG ROAD C WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 PROPOSED FINISHED PROPOSED FINISHED GRADE, TYP. GRADE, TYP. NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE APPROXIMATE GATE VALVE, TYP. ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND EXISTING GRADE, TYP. 15" STORM SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER APPROXIMATE INV. 392.88 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. GATE VALVE, TYP. EXISTING GRADE, TYP. STA. 3+39.3 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL CAP END AND INSTALL 4' MIN. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF TYP. CONC. THRUST BLOCK, ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS TYP. SHOWN BY THESE DRAWINGS. 15" STORM LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW MAIN 15" STORM INV. 389.62 8" DIP-WATER YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 8" DIP STA. 0+57.7 15" STORM DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION INV. 397.39 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 8" SEWER INV. 391.88 4' MIN. STA. 1+90.1 TYP. INV. 386.77 18" MIN. STA. 2+16.4 8" SEWER Copyright DTS Provident Design Engineering, LLP 2025 STA. 0+15.6 CLR., TYP. All rights reserved. INV. 389.79 STA. 3+24.6 CLR., TYP. 15" STORM NOT FOR CONSTRUCTION 18" MIN. 15" STORM CLR., TYP. INV. 393.19 18" MIN. STA. 0+15.3 INV. 381.79 8" SEWER STA. 0+19.4 INV. 394.47 STA. 2+39.6 CLR., TYP. 18" MIN. PARCEL 2 - WATER MAIN PROFILES WATER PROFILE: ALONG ROAD B WATER PROFILE: ALONG ROAD A SP-9.5 EXPIRES 7/31/29 Page 92 M EL TIO INFILTRA (BOTTO PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-10.0 TREE REMOVALS PLAN.DWG 2434 2430 615 2401 2442 2426 2425 2427 614 | 2443 2440 | | | 2444 2424 | 613 2419 2423 2421 2446 2445 | 612 2448 2447 2420 WA OSED PRO TER | P EVERGREEN MANOR SERV 608 2452 W PRO | IC A 2451 TER ED E POS 611 609 607 2453 2449 Town of Cortlandt, New York SERV 2454 | | E IC 2456 2450 | 610 2455 2458 606 2457 605 WA PROP TE R SE OSED 2465 RVIC 604 2464 E 2466 2468 MONUMENT 2470 2469 PROPOSED OWNER / APPLICANT 603 602 2471 V.S. CONSTRUCTION CORPORATION 3952 BIO RETENTION 2473 37 CROTON DAM ROAD 3950 3951 AREA 2472 2459 OSSINING, NY 10562 3940 2461 CYPR E 2474 2475 2460 SS LA NE 3933 3953 3954 3959 4000 3932 3949 3948 2479 3942 601 2476 PLANNER, CIVIL ENGINEER, LANDSCAPE 3939 2478 MO POSED MAIN D WATER 3947 2477 2462 ARCHITECT PR O PROPOSE 3930 NUM 3941 3956 3955 3981 3999 3931 3980 2463 DTSIntelligent PROVIDENT ENT 3998  3935 PR 3960 3978 3997 Land Use O 3929 3979 2480 P 3946 OS 3937 3961 ED 3927 3936 3996 DTS Provident Design Engineering, LLP CA #: 0017846 3943 3944 W One North Broadway 3962 3995 AT 3988 2481 White Plains, NY 10601 E 3938 RM 3928 3982 | 3945 3957 3964 3986 2484 AI 3604 3963 P: 914.428.0010 N 3918 3605 3602 3985 2483 2482 F: 914.428.0017 3925 3600 3958 3965 3976 3977 3919 3606 3603 3968 2486 3590 3987 2485 ARCHITECT - PARCEL 1 3926 3607 3599 3591 3966 3975 2487 | | 3921 3970 2490 STEIN TROOST ARCHITECTURE, LLC 3608 3595 3969 3924 3609 3592 3589 3588 3587 3983 2659 2488 ONE MORGAN AVENUE 3920 3971 3994 2491 3974 3984 3989 NORWALK, CONNECTICUT 06851 3923 3586 3973 2492 | 3917 3610 3583 2493 3585 3993 LAND USE ATTORNEY | 3916 3915 2654 2656 3990 2497 PRO 3611 2655 ZARIN & STEINMETZ 3616 POS 3914 2657 3991 81 MAIN STREET | 3612 3992 2498 2494 ED WHITE PLAINS, NY 10601 | WA 3615 2636 Wire 3619 2606 2499 2501 2496 2495 TER 3620 3613 2653 2658 SURVEYOR 3622 2650 2639 2500 2502 SERV F | enc | 3913 3614 2649 2638 2635 DANIEL T. MERRITTS, PLS ICE 3911 3621 394 BEDFORD ROAD e 3910 3582 2605 2648 2651 2503 3623 3565 2634 PLEASANTVILLE, NY 10570 3904 3905 3909 3577 2644 3578 3581 2504 2647 | 3576 | 3903 3906 3908 3624 3566 2642 2506 WETLAND CONSULTANT 3562 3564 3580 2505 3575 TIM MILLER ASSOCIATES, INC. 3902 3907 3573 2633 2630 2507 2508 10 NORTH STREET 3900 3561 3574 3901 3560 3572 2631 2509 COLD SPRING, NY 10516 3899 | 2632 2510 2513 | 3556 3559 3571 3897 3625 2629 3896 3569 3570 2604 2514 2512 3629 3895 3626 3558 3567 3568 2517 2518 3628 2628 LIMIT OF DISTURBANCE 3894 3627 3557 3579 2626 3630 3631 PROPERTY LINE (TYP.) 3890 3553 2627 2525 2526 2515 2521 2520 3893 3889 3892 3632 3552 2607 2528 2524 3555 2625 2530 2522 3887 3891 3633 ALL TREES WITHIN 2608 2529 2523 3888 2609 2537 2532 W 3554 LIMIT OF DISTURBANCE a 3886 2531 te 3634 TO BE REMOVED r 100' NON DISTURBANCE AREA 3883 3885 2611 2538 3636 3635 2603 2612 3638 2624 2539 2535 3884 3639 2614 2534 2541 3640 3637 2602 2601 2613 Co 3881 2540 ur 2600 2616 100 se PPRR N 3550 2615 MO 3882 3641 3551 2542 2543 ' BUF ON O OPP M 3879 3880 2599 2617 2618 2623 3642 3644 U O UM OSS NTT 2544 FER 3549 EE EED 3651 D 3878 3502 2619 3650 3548 3503 2620 2548 AD 3652 3649 2598 2545 D RO 2552 ON 02 MP E 35/2 100. 00' 3850 3653 2597 2547 3876 3647 3501 2546 O CR OUT 3546 R 3852 3846 3654 2596 2621 2551 N AN C 3851 3547 3545 Y LAN 2553 2593 Asp E 3845 2594 2622 2550 2549 Swa lt THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 3854 3853 2562 2561 2556 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 2595 ha 3655 2592 1-800-962-7962 OR 811 le 3855 3856 3844 2560 2554 3877 3657 3656 3544 3857 3659 2578 2570 3875 3843 2591 2559 3543 2581 2579 2569 2563 3861 3667 3662 3542 2580 2572 3871 3872 2571 2565 2577 2566 3870 3862 3841 3668 3663 3541 2590 2589 2576 2573 3873 3874 3864 3839 3664 3868 3867 3671 2588 2584 2583 2575 2574 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 3838 Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 3504 2582 PROPERTY LINE (TYP.) DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 3865 3672 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 3866 halt 3836 CONKLIN AVENUE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 3673 3540 2587 Swa 3834 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 3675 3831 3833 30' FRONT YARD SETBACK DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le 3835 3506 3505 2585 2586 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 3674 SHOWN BY THESE DRAWINGS. 3830 3676 3832 3679 3539 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 3826 3827 3677 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 3824 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 3829 3828 3811 3809 3823 3825 3818 3681 3508 3538 3507 Copyright DTS Provident Design Engineering, LLP 2026 38153814 3810 All rights reserved. 3822 3812 3682 Gra 3689 3510 NOT FOR CONSTRUCTION el S v 3819 3808 3537 3509 wa 3821 le 3807 3690 3688 REVISIONS/ISSUANCES 3803 3805 3691 3687 3512 NO. DATE ISSUE 3511 3797 3802 3693 3519 1 PARCEL 1 REVISIONS 3793 3796 3806 3692 3536 3513 02/11/25 3801 3522 3791 3798 3800 3695 3694 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 3527 3516 OGDEN AVENUE 3535 3517 3795 3782 3696 3701 PLANNING BOARD SUBMISSION 3699 3530 3525 3520 3 10/23/25 3790 3787 3698 3702 3531 4 11/20/25 PLANNING BOARD REVISION 3788 3783 3528 3785 3781 3780 3534 3789 3786 3784 3700 3703 3709 3533 3532 3529 LEGEND 5 04/22/26 PLANNING BOARD REVISION 3705 6 06/24/26 PLANNING BOARD REVISION 3775 3777 3716 TREES TO REMAIN 3905 3708 3721 TREES TO BE REMOVED 3770 3778 3779 3712 (386 TREES) 3665 3764 3718 3761 3772 3728 3726 3722 TREES TO BE REMOVED 3758 3766 Asp AS PART OF ACCESS ROAD 2565 3757 3762 3767 3727 ha lt S DRAWING TITLE: 3732 3729 wa le 3755 3756 3740 3735 3754 3749 3746 3742 REQUIRED TREES TO BE PLANTED PARCEL 1 - 3736 3752 3753 3743 3741 TREE REQUIRED PER LIMIT OF DISTURBANCE: 177 TREE REMOVALS PLAN 3750 3747 TAYLOR AVENUE TREE REQUIRED PER STEEP SLOPES: 124 TREE REQUIRED PER PROTECTED TREES: 2 Cur b TOTAL NUMBER OF TREE REQUIRED 303 Seal DRAWN BY: CHECKED BY: Asp PROJECT NO. DATE: halt Park 812 01/23/25 ing rea A DRAWING NO. Asph alt Sw SP-10.0 ale Asp Driv lt h A e Driv lt a sp ha e EXPIRES01/31/27 EXPIRES 7/31/29 Page 93 100' WETLAND BUFFER 100' WETLAND BUFFER PROPOSED PARCEL 2 N 64 ° 59' PROPOSED PARCEL 2 N 64 ° 59' 00" W NEW TAX LOT 33.12-2-7 00" W NEW TAX LOT 33.12-2-7 AREA = 765,451.910 Sq.Ft. AREA = 765,451.910 Sq.Ft. = 17.572 Acres = 17.572 Acres ARu 5CA 3AC ARu 394 394 7VC 4 39 1. 5 6CA 39 4 39 1. 5 NS 39 ARu FP N 11° 58' 00" E N 11° 58' 00" E 39 2 39 2 6VD 396 5 396 1. 5 1. 39 ARu 39 NS 396 Dee Dee 396 d Lib a Wigg erly 7CA d Lib a Wigg erly 5 IV Now 3.12-2- Now 3.12-2- Id er 4 Id er 3 or F 3 4 7 or F 7 2 24, s 4, P FP om OWNER / APPLICANT o r ins r 363.59' Pag in m age 363.59' 6 Wetland Creation and 6 ARu V.S. CONSTRUCTION CORPORATION e 29 29 Monitoring well Expansion Areas 5 37 CROTON DAM ROAD 5 locations (Total 35,944 sf) OSSINING, NY 10562 7VC 3AC ASSUMED FUTURE ASSUMED FUTURE PLANNER, CIVIL ENGINEER, LANDSCAPE WETLAND BUFFER DISTURBANCE 30,961 SF ARu 5SC WETLAND BUFFER DISTURBANCE 30,961 SF ARCHITECT 6 39 6 39 7 IV FP DTS P O DENT  NS D BY D BY 5 ntelligent Land se 1. 3AC 5 1. 3 9 4 39 LAB LAGGE 39 4 LAB LAGGE 39 DTS Provident Design Engineering, LLP CA #: 0017846 5 6VP 5 202 JULY ELLA 6VD 202 3AC JULY ELLA One North Broadway 3AC SF 14, White Plains, NY 10601 DS F 14, NS D 392 392 LAN N 74° 35' 00" W N 74° 35'P:00" W LAN 914.428.0010 396 ARu 394 144.90' F: 914.428.0017 5 396 394 144.90' WET 1. 5 WET 1. 39 FP 39 10 10 0' 0' WE 6 VD 5VC CONTRACT VENDEE WE TLA TLA 5 CA ARu N D BU F FE 100 'W ETL ARu ND BU FF E 100 'W ETL AN LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 R AN R DB DB UFF UFF HAMILTON, NJ 08690 NS ER ER ARCHITECT - PARCEL 2 NS HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 ASSUMED FUTURE ASSUMED FUTURE WETLAND BUFFER WETLAND BUFFER DISTURBANCE 14,930 SF DISTURBANCE 14,930 SF LAND USE ATTORNEY ZARIN & STEINMETZ Wetland Buffer Enhancement Areas 81 MAIN STREET SANITARY SEWER MAIN EXTENSION WETLAND BUFFER SANITARY SEWER MAIN EXTENSION FOR FUTURE PARCEL 2, TYP. WETLAND BUFFER (14,930 sf) WHITE PLAINS, NY 10601 FOR FUTURE PARCEL 2, TYP. DISTURBANCE 9,421 SF 8" DIP, SDR-35 DISTURBANCE 9,421 SF 8" DIP, SDR-35 Pon (CONNECTION TO BE CAPPED) 100 Pon (CONNECTION TO BE CAPPED) 100 ' WE ' WE SURVEYOR d TLA d TLA ND NDB BUF UFF FER ER R=60.00' L=301.53' R=60.00' L=301.53' DANIEL T. MERRITTS, PLS RIGHT OF WAY RIGHT OF WAY SANITARY SEWER MAIN EXTENSION SANITARY SEWER MAIN EXTENSION FOR FUTURE PARCEL 2, TYP. 394 BEDFORD ROAD PARCEL FOR FUTURE PARCEL 2, TYP. PARCEL 8" DIP, SDR-35 8" DIP, SDR-35 (CONNECTION TO BE CAPPED) PLEASANTVILLE, NY 10570 AREA = 41,711.617 S.F. (CONNECTION TO BE CAPPED) AREA = 41,711.617 S.F. = 0.958 Acres = 0.958 Acres WETLAND CONSULTANT LIMIT OF DISTURBANCE, LIMIT OF DISTURBANCE, TIM MILLER ASSOCIATES, INC. (TYP.) (TYP.) 10 NORTH STREET COLD SPRING, NY 10516 25.0 0 ' 25.0 0 ' R= 3.55' R= 3.55' =2 =2 L L 5.0 0 ' 5.0 0 ' 100' WETLAN 100' WETLAN S 13° 51' 45" W L =2 S 13° 51' 45" W L=23.55' R=25.00' L =2 L=23.55' R=25.00' 127.62' =2 127.62' =2 3 .5 3 .5 5 R ' 5 R ' D BUFFER D BUFFER 127.62' 127.62' SANITARY SEWER MAIN EXTENSION SANITARY SEWER MAIN EXTENSION FOR FUTURE PARCEL 2, TYP. FOR FUTURE PARCEL 2, TYP. 8" DIP, SDR-35 8" DIP, SDR-35 (CONNECTION TO BE CAPPED) (CONNECTION TO BE CAPPED) WETLAND DISTURBANCE WETLAND DISTURBANCE 3,862 SF 3,862 SF S 13° 51' 45" W S 13° 51' 45" W 127.62' 127.62' WETLAND BUFFER WETLAND BUFFER DISTURBANCE 78,113 SF DISTURBANCE 78,113 SF THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY ' 00" E | ' 00" E | PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. | N 19° 38 4' | 1-800-962-7962 OR 811 N 19° 38 4' S 68° 33' 00" E S 68° 33' 00" E 80.4 80.4 PROPOSED 20 FT. WIDE 37.31' PROPOSED 20 FT. WIDE 37.31' DRAINAGE EASEMENT DRAINAGE EASEMENT R=330.00' R=330.00' L=123.81' S 60° 49' 00" E SANITARY SEWER SERVICE EXTENSION L=123.81' S 60° 49' 00" E | SANITARY SEWER SERVICE EXTENSION | FOR FUTURE PARCEL 2, TYP. FOR FUTURE PARCEL 2, TYP. 22.36' 22.36' | 8" DIP, SDR-35 | 8" DIP, SDR-35 (CONNECTION TO BE CAPPED) (CONNECTION TO BE CAPPED) MONUMENT R=280.00' MONUMENT R=280.00' N 60 PROPOSED N 60 L=154.34' PROPOSED ° 49 L=154.34' ° 49 ' 00 ' 00 "W "W 160 | 160 | U/D .0NOTE: 5' ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED | .05' U/D | BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER | WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. U/D U/D | Λ U/D U/D Λ U/D Λ Λ U/D Λ Λ U/D Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ U/D Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF E ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS E | Λ 4" SHOWN BY THESE DRAWINGS. | Λ 4" U/D U/ '4 U/D U/ '4 D LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW D .6 26 .6 26 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ 89 45° 7' 89 45° 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 7' Λ Λ | U/ N U/ Λ 2' | U/ N U/ Λ D D 2' FLA .6 D D FLA .6 | W 59 | W 59 E GG ABELLA GED B Λ E GG ABELLA GED B Λ T PRO LAN T PRO WETLAND DISTURBANCE LAN NEW PNOT ED WETLAND DISTURBANCE OSFOR Λ NEW POSED ED J ED CONSTRUCTION Λ L U/ U/ L 334 SF DS F | U/ U/ PAR D 334 SF J D DS F ARE TAX L PARCE T A | ARE D U D A = X LOT 3 CEL 3 U LY 1 Λ L L A= O L Λ 83,7 T 33.12 3 LA Y | A 83,7 3 85.1 .12-2-1 | G 14, 4, 2 G = 1. 85.1 -2-1 Remaining wetland area to 43 S Λ 923 43 202 025 Λ U/D Λ q.Ft U/D Acr Sq.Ft. U/D Λ U/D es be treated per Invasive . 5 PROPOSED OPEN SPACE PARCEL Y | Y PROPOSED OPEN SPACE PARCEL | (NOT A BUILDING LOT) Species Management Plan Λ | (NOT A BUILDING LOT) Λ | Λ and over-seeded U/D Λ U/D U/D U/D 107.22' 107.22' | 216.77' | 216.77' Grading Details D U/ D U/ It is proposed to excavate the mitigation area in order to establish pools and flow paths as shown on the grading U/D S 76° 13' 31" E S 76° 13' 31" E U/D plan. These areas will be accessed for purposes of the wetland mitigation construction from the proposed road. R=47.00' R=47.00' S 77 If suitable, topsoil removed from excavated area will be used within the new wetlands as replacement of organic S 77 L=51.51' D L=51.51' U/ D material for surface preparation. Soil erosion and sediment control fencing will be installed at the outer and E U/ "E " ' 43 WETLAND DISTURBANCE ° 37 3 WETLAND DISTURBANCE ° 37 down slope limits of the proposed wetland expansion. The location of the proposed mitigation will be cleared as 2' 4 42 U/D 407 SF U/D °4 407 SF ° necessary, but with an eye toward preserving any trees or shrubs adjacent to the work area; some may be 78 W 8 ' 03 7' a N7 W PROPOSED 10 FT. WIDE N ' 03 7' te 64 a PROPOSED 10 FT. WIDE r removed and stockpiled for replanting after completion of grading. te 64 r DRAINAGE EASEMENT DRAINAGE EASEMENT "W .7 "W .7 PR UM MO 7' PR UM MO Where available, the upper one foot of topsoil will be stripped from the site and set aside from other site grading ' Co 3.6 OP EN 7 Co 3.6 W U/D OP EN N urs "W 3" 25 U/D N urs materials. The temporary storage area will be an upland site either removed from wetlands by 100 feetSANITARY or SEWER SERVICE EXTENTION 25 OS T SANITARY SEWER SERVICE EXTENTION e 3 7' 0 FES STR. S-32 Aspha OS T e 7' 0 FES STR. S-32 FES STR. S-26A Aspha FOR FUTURE PARCEL 1, TYP. INV.(IN): 348.80 °3 FES STR. S-26A ED INV.(OUT): 348.70 separated from same by a soil erosion and sediment control fence. All excavations will be to finished grade FOR FUTURE PARCEL 1, TYP. 3 INV.(IN): 348.80 ED 7° INV.(OUT): 348.70 8" DIP, SDR-35 7 lt Driv 8" DIP, SDR-35 S 7 .77' lt Driv S 7 .77' (CONNECTION TO BE CAPPED) FES STR. S-99 elevations as indicated in the mitigation drawings. Per the above, topsoil will be stripped from the site and (CONNECTION TO BE CAPPED) FES STR. S-99 18" RCP 349.05 e 18" RCP 64 e 349.05 stockpiled for use in finishing grading. The stockpiled topsoil will be returned to the site to create a planting 64 15" RCP TWIN 15" RCP TWIN 'O' INLET STR. S-34 surface four to six inches deep for the wetland mitigation plantings as described above. Finished soils at the 'O' INLET STR. S-34 GR: 352.66 PARCEL 2 18" RCP GR: 352.66 18" RCP INV.(IN): 349.14 invert of the mitigation sites will be of landscape quality. The finished surfaces of the planting area will be INV.(IN): 349.14 INV.(OUT):S 14° 16' 59" E WETLAND DISTURBANCE S 14° 16' 59" E INV.(OUT): 349.14 P WETLAND DISTURBANCE 349.14 15" RC " RCP R=34.00'25.70' smooth within specified tolerances in uniform levels or slopes between points where elevations are indicated or R=34.00'25.70' TWIN 15 1,751 SF TWIN 1,751 SF between such points and existing grades. The accepted grading tolerance will be a smooth and even surface, L=49.52' P L=49.52' "R C P WETLAND CREATION AND free of voids, and within 0.25 feet of the specified elevation. Leaving the surface rough, creating mounds and "R C 15 EXPANSION PLAN 'F' INLET STR. S-35 'F' INLET STR. S-35 15 GR: 355.70 IN IN TW kettles for a variable microtopography can be beneficial. During the course of earthwork, inspections will be GR: 355.70 INV.(IN): 351.03 TW MH ST. S-26 INV.(IN): 351.03 MH ST. S-26 INV.(OUT): 351.03 RIM: 352.66 schedule at a frequency to be determined by the engineer/environmental consultant but no less than weekly. INV.(OUT): 351.03 RIM: 352.66 INV.(IN): 348.50 Some changes to the grades may be appropriate to establish flow paths and preserve trees. These Grading Plan 1" = 50' Plant species election for wetland creation and expansion areas: Herbaceous plant species selection for wetland creation Plant species selection for wetland buffer enhancement areas Planting Plan 1" = 50' determinations will be made by the wetland specialist supervising the grading. and expansion areas (2" plugs): (locations and quantities of each species to be determined in 12 Winterberry holly - Ilex verticillata (IV) the field based on existing tree locations): 12 Arrowwood - Viburnum dentatum (VD) 100 Tussock sedge (Carex stricta) 14 Highbush blueberry - Vaccinium corymbosum (VC) 100 Fringed sedge (Carex crinita) Witchhazel - Hamamelis viriginana 5 Elderberry - Sambucus canadensis (SC) 100 Soft rush (Juncus effusus) Arrowwood - Viburnum dentatum 6 Possumhaw viburnum - Viburnum prunifolium (VP) 50 Cinnamon fern (Osmunda cinnamomea) Nannyberry viburnum - Viburnum lentago 23 Summersweet - Clethra alnifolia (CA) 50 Sensitive fern (Onoclea sensibilis) Gray dogwood - Cornus racemosa 12 Shadblow - Amelanchier canadensis (AC) 75 Burreed (Sparganium americanum) Inkberry - Ilex glabra 8 Red maple - Acer rubrum (ARu) 100 Rice cutgrass (Leerzia oryzoides) Red maple - Acer rubrum 5 Black gum - Nyssa sylvatica (NS) SP-11.0 Pin oak - Quercus palustris 4 Green ash - Fraxinus pennsylvanica (FP) Overseed planted areas with Ernst wetland hummock mix Sweetgum - Liquidambar styraciflua (ERNMX-125) or equivalent at five pounds per acre. All shrubs to be in 3 to 5 gallon containers. All shrubs to be in 3 to 5 gallon containers. All trees to be in 15 gallon containers. All trees to be in 15 gallon containers. Page 94 LEGEND TREES TO REMAIN 3905 TREES TO BE REMOVED (816 TREES) 3665 EVERGREEN MANOR 1475 1516 1524 1526 Town of Cortlandt, New York 1517 1518 1525 1474 1519 1523 1528 1473 1520 1529 1472 1521 1615 1636 1637 1531 1522 1596 1610 1612 1614 1616 1638 1639 1527 1530 REQUIRED TREES TO BE PLANTED 1509 1507 1508 100' 1595 NONDISTURBANCE 1597 1611 AREA 1635 1613 1618 1617 1651 1506 1535 1532 1632 1634 1640 1511 1512 1507 15941598 1619 1650 1652 1468 1469 1514 1515 1513 1510 1504 1536 15341533 1621 1620 1622 1633 1641 1647 1649 TREE REQUIRED PER LIMIT OF DISTURBANCE: 922 1609 1646 1470 1471 1503 1502 1542 1538 1537 1593 1608 1624 1623 1631 1629 16301628 1648 1654 TREE REQUIRED PER STEEP SLOPES: 1 1643 1653 1467 1501 1501 1543 1541 1539 1600 1599 1627 1642 1645 1644 1655 TREE REQUIRED PER PROTECTED TREES: 1466 1476 1607 1658 1657 1656 TOTAL NUMBER OF TREE REQUIRED 923 Λ Λ 14981499 1540 Λ 1465 1477 1488 1625 1626 16591660 1661 1497 1544 Λ 1545 1606 1917 1487 1496 1592 1662 Λ 1489 1495 1601 1605 1916 1918 1463 1464 1483 1586 1919 OWNER / APPLICANT Λ 1486 1490 1494 1591 1914 1915 1462 1478 1481 1603 1547 1546 Λ 1482 1590 1585 1906 1920 1663 1461 1604 Λ 1460 1491 1493 1602 1666 14791480 1484 1548 1913 1665 V.S. CONSTRUCTION CORPORATION Λ 1459 1589 1584 1895 1905 1664 1583 1667 Λ 1587 1911 1912 1921 37 CROTON DAM ROAD Λ 1454 1492 1582 1922 1894 1904 1907 1668 OSSINING, NY 10562 Λ 1453 1449 1588 1581 1669 Λ 1455 1451 1579 1578 1910 Λ 1580 1896 1901 1909 1900 1670 Λ Λ 1452 14431442 1577 1893 Λ 1908 Λ 1450 1575 1576 1892 1897 1903 Λ 1456 1674 PLANNER, CIVIL ENGINEER, LANDSCAPE Λ 1440 1549 Λ 1458 1457 1574 1898 1899 1902 Λ 1441 1439 Λ 1444 1550 1551 1671 ARCHITECT Λ Λ 1422LIMIT OF DISTURBANCE, 1438 1573 1445 Λ TYP. 1446 1572 1423 Λ 1424 1675 1890 1891 DTS P O DENT Λ 1420 1447 14351436 1437 1552 1888 1673 1554 1887 1889  Λ 1448 1553 1676 1672 1421 Λ 1555 1886 ntelligent Land se Λ 1426 1571 1677 Λ 1434 1678 1428 1427 1556 1570 1885 1679 DTS Provident Design Engineering, LLP CA #: 0017846 Λ 1425 1884 1680 Λ 1419 1432 1433 1557 1881 1882 1883 1682 One North Broadway Λ 1880 1681 White Plains, NY 10601 1429 1879 Λ 1418 1413 1410 1431 1569 1683 1878 Λ 1414 1412 1430 1568 P: 914.428.0010 Λ 1417 1411 1409 1567 1874 Λ F: 914.428.0017 14161415 1407 1406 1561 1564 1566 1875 1876 1684 Λ 1560 1877 30' SIDE YARD SETBACK/ 1563 1565 1872 1685 1690 Λ 1559 1558 1562 1873 1686 1408 1696 1687 NONDISTURBANCE AREA CONTRACT VENDEE Λ 1369 1405 1403 1688 1691 1941 1939 1689 Λ 1370 1371 1404 1930 1923 Λ 1402 1871 1694 1693 1942 1938 1870 1692 LENNAR CORPORATION Λ 1374 1937 1933 1931 1869 1695 1940 Λ 1401 19351934 1929 1697 2465 KUSER ROAD, FLOOR 3 1375 1376 1943 Λ 1368 1400 1399 1868 16991698 WETLAND HAMILTON, NJ 08690 Λ 1944 1932 BUFFER 1367 1945 1866 1867 Λ 1372 1395 1947 1964 1700 1946 1801 Λ 1366 1373 1865 1864 1863 Λ 1377 1398 1393 1396 1802 PROPERTY LINE, 1948 1963 ARCHITECT - PARCEL 2 Λ 1379 1394 1397 1958 1860 18611862 TYP. 1378 1974 1953 1962 Λ 1952 1859 1803 1380 1804 1807 1809 Λ 1392 1391 1949 1951 1954 1957 1960 1965 1858 HOLLIDAY ARCHITECTS 1956 1959 1961 Λ 1365 1381 1950 1854 18051806 1808 1810 1390 1857 JACKSON COMMONS Λ 1364 1389 1955 1360 1356 1384 1856 1855 Λ 1363 1362 1320 13611359 1354 1382 1385 1975 1853 1968 SUITE A4 Λ 100' NONDISTURBANCE AREA 1318 1319 1355 1383 1386 1388 1973 1969 1321 Λ 1852 Λ 1357 1814 1813 30 JACKSON ROAD 1325 1358 1976 1978 1980 1970 Λ 1387 1851 1812 1317 1315 1322 1352 Λ 1323 1349 1977 1979 1982 1972 1971 1967 1966 1849 1811 MEDFORD, NJ 08055 Λ 1326 1981 FLAGGED 1927 1850 Λ PROPERTY LINE, Λ 1316 1328 1353 135113481347 1928 1985 WETLAND Λ Λ TYP. 1313 1327 1350 1817 1324 1992 1990 1815 LAND USE ATTORNEY Λ 1311 1310 1988 19831984 1816 1820 1821 1819 Λ 1271 1314 1312 13291330 1337 1993 1991 1989 Λ 1332 1338 ZARIN & STEINMETZ Λ 1331 1333 1336 1346 1925 1822 Λ Λ 1343 1345 1344 1987 1818 1270 1273 1335 1986 81 MAIN STREET Λ 1308 9024 Λ 1309 1334 1339 1926 Λ 1823 Λ 1274 12761277 1307 1306 1305 1341 1830 WHITE PLAINS, NY 10601 1340 1342 1994 Λ 1275 1278 1997 1703 Λ 1279 1282 1301 1299 1 298 1996 1702 1824 Λ 1297 1707 Λ 1304 1296 1998 9019 1831 1280 1283 Λ 13021300 1995 Λ 1303 1295 1294 1999 1704 1706 1708 1832 SURVEYOR Λ Λ 1285 1284 1701 1829 1269 1281 1709 9025 1825 Λ 2000 1705 Λ 1268 12631262 1286 1289 9023 1833 1827 1287 1288 1834 Λ Λ 1292 1712 1837 1828 1826 DANIEL T. MERRITTS, PLS Λ 1267 1291 1290 1713 9026 1835 Λ 1192 1266 1264 1260 1256 1293 1722 1711 1836 394 BEDFORD ROAD Λ 1265 1259 1717 1710 4089 4091 4096 Λ 1261 1714 PLEASANTVILLE, NY 10570 4098 4100 Λ 1193 1251 9021 Λ 1718 1716 4112 4114 Λ 125712551252 1715 1843 4083 4113 1198 1250 1246 1240 17211720 1719 4108 Λ 11941195 1844 4099 4097 4109 4111 1197 1239 1839 1838 4088 4101 Λ 1254 1241 1236 1841 4087 1258 12531249 1248 1245 1237 1238 1846 1842 4052 4084 4090 4092 4095 WETLAND CONSULTANT Λ 1196 1723 Λ 12001199 1247 12441242 1737 1740 1845 1840 4082 4094 4110 Λ 1235 1847 4046 4047 4048 4081 1741 9022 40394041 TIM MILLER ASSOCIATES, INC. Λ 1243 1234 1739 1742 9020 4019 4040 4086 4093 4106 17381749 4051 4080 Λ 1202 4017 4045 4107 Λ 1924 1848 4049 4085 10 NORTH STREET Λ Λ Λ 1229 1233 1724 1750 1747 4078 4079 4105 Λ Λ 1751 1748 4015 4020 4038 Λ Λ 1746 1743 4042 Λ 1201 1736 4010 4016 Λ 1232 Λ COLD SPRING, NY 10516 Λ Λ Λ Λ 1726 1752 4018 4102 4115 Λ 1725 4006 4050 Λ 1191 17331735 4011 4037 4043 4104 1231 1727 1734 1776 4014 Λ 1744 Λ 1190 1729 17771778 4005 4044 4077 4116 1227 4036 4103 Λ Λ 1745 Λ 1189 1230 1728 1770 1775 4053 Λ 1228 1753 1754 1771 4021 4054 Λ Λ 1730 1769 1772 1767 4055 4075 4076 Λ Λ 1768 1779 Λ 1203 1731 1732 1780 4117 Λ 1766 1774 Λ 4022 Λ 1188 1183 1756 1763 4142 4141 4118 1757 Λ Λ 1186 1184 1764 1781 4056 1204 1762 1765 1773 4035 4034 Λ 1187 Λ 1185 1758 17591761 4013 4012 4057 4148 4143 4140 41204119 Λ Λ 4033 4074 • 1206 1205 1782 4023 4121 4149 4126 Λ 1760 Λ 1207 4151 4146 4122 4127 • 1788 1786 1783 Λ 4147 4139 Λ 1787 4004 4032 4058 4124 4123 4125 4128 • Λ 1785 Λ 1790 1792 1784 4024 4073 4150 4145 4129 Λ 1755 4059 Λ • 1794 4144 4138 4130 17891791 1793 Λ Λ 1796 • 4060 4152 4137 Λ 1795 Λ • 1797 4031 4030 4134 4131 • 4072 Λ Λ 4026 4025 4136 4133 Λ • Λ 1182 • 1798 4153 4132 Λ 4154 4135 Λ 1799 4027 • 1181 4071 Λ 40704069 Λ 4158 • 1177 1180 1170 30' SIDE YARD SETBACK/ • 1169 4157 Λ 1175 1178 1179 1172 LIMIT OF DISTURBANCE, • 1176 4028 4155 NONDISTURBANCE AREA • LIMIT OF DISTURBANCE, 1800 Λ 1219 1218 4163 TYP. 4156 • 1174 TYP. 4178 Λ PROPERTY LINE, • 1173 1216 1217 4029 4166 4177 4001 4165 4168 4164 Λ • 1165 1168 1209 4175 (TYP.) • 1166 4169 4174 4176 4179 Λ 1210 4180 • 1167 1208 • 4061 4167 4170 Λ 1211 40654066 4181 • 4063 4068 4197 Λ 1212 12131214 ALL TREES WITHIN LIMIT OF 4064 4003 4171 • Λ DISTURBANCE TO BE REMOVED, 4062 4067 4196 4172 Λ TYP. 4182 4184 4183 • THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 1164 4195 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. • Λ 4162 4185 1-800-962-7962 OR 811 1220 1215 4194 4186 42004201 Λ 4193 4191 4187 Λ 1221 4002 4198 4192 4188 4202 Λ 1 4190 Λ 4203 4189 Λ 1161 4199 4204 4206 Λ 1162 1163 Λ 1160 4159 4205 42084207 Λ 1159 4160 1222 Λ 1158 4649 4301 4161 1223 Λ 1157 4209 Λ 1156 4210 Λ 1224 4648 4211 Λ 1153 1155 4257 4213 4212 1152 1154 4261 Λ 4258 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 4654 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 4259 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 4215 Λ 4653 4256 4214 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ 4260 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ 1225 4216 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 1149 1151 4219 Λ 4652 4217 1150 Λ 1148 4651 4262 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ 4650 4263 4218 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 4279 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ 1147 4278 4220 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ 11461145 4277 4255 SHOWN BY THESE DRAWINGS. Λ 4280 Λ 1144 4271 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 4647 4254 Λ 4645 4646 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 4643 4223 Λ 1143 4264 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 4642 4644 4274 4272 4265 4224 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ 4276 1141 1142 Λ 4273 4251 4275 Λ 1140 4269 4266 4253 4250 4246 4221 4225 Λ 1139 1102 4636 4635 4633 4634 4270 4252 Copyright DTS Provident Design Engineering, LLP 2025 1103 Λ 1136 1098 4268 4226 All rights reserved. 1138 1137 1099 1089 4632 4267 4245 Λ 1135 1090 4631 4299 4247 4294 4295 4249 Λ 4629 4283 NOT FOR CONSTRUCTION 1106 4630 4296 4248 42434244 Λ 1123 1126 1134 1100 1101 4282 4284 4300 1122 1124 1226 4240 Λ 1125 1127 1132 1104 1091 4293 4227 11151114 1105 4242 4239 4222 Λ 1121 1133 1130 1113 10931092 4285 4297 4241 4238 11281131 1116 Λ 1129 1112 1117 1094 1088 4286 4292 4298 4237 Λ 1111 1095 4281 4305 WV WV 4228 Λ 1072 LIMIT OF DISTURBANCE, 1097 43024304 4306 4315 1073 1074 11201119 1096 4287 4229 Λ 1118 1107 4641 4230 WV 1071 1075 TYP. 4640 4303 4310 Λ 1078 1086 1087 4626 4627 4307 4316 4231 1109 428842904291 Λ Λ 1079 1110 1108 Λ 1065 1070 10761077 Λ 4289 4311 Λ 1085 4628 43084309 Λ 4313 4317 4232 1084 4638 4625 Λ 1069 4655 4623 4624 4345 43474349 4353 4314 1080 4637 4346 4351 4312 Λ 1066 1068 1081 1082 1083 4639 4348 4355 4360 4318 4233 4354 4352 4357 4361 4364 Λ 1064 1067 4235 4234 • 4350 43564359 Λ 4362 4363 4365 4236 1057 • 1063 1058 4344 4367 43664368 Λ 1062 4613 4369 • Λ 4370 1059 1056 1060 4614 Λ • 4371 Λ 100' NONDISTURBANCE AREA 1054 4619 1061 1055 4615 Λ 4612 • 1005 4622 Λ 1004 4620 4621 4372 Λ 1045 1052 1053 1051 1050 4617 4618 4373 PROPERTY LINE, Λ 1046 4616 4342 TYP. Λ 1047 1048 1049 Λ 1044 4343 Λ Λ 1006 1003 4374 Λ 1038 1043 4341 4358 Λ 1039 4610 4376 4375 Λ 1037 1040 1011 1002 Λ Λ 4340 Λ 1035 1042 Λ 1041 1012 Λ 1013 4382 Λ 4656 4339 Λ 1014 4611 Λ 4337 Λ 1036 4378 Λ 1017 Λ 1033 1034 4338 4377 Λ 1019 1015 1016 1001 4383 Λ 1032 1009 4384 Λ 1031 1018 H Λ Λ 1020 1008 Λ Y D W • 1007 30' SIDE YARD SETBACK/ Λ Λ 4609 Λ 4334 Λ Λ WV V WV Λ Λ Λ Λ WV • Λ 4335 Λ Λ Λ 1010 Λ NONDISTURBANCE AREA Λ Λ Λ Λ • WV Λ Λ PARCEL 2 Λ Λ 4336 Λ Λ Λ 1030 Λ Λ • Λ 4333 Λ Λ Λ 4379 Λ V • Λ 1021 Λ Λ 4380 Λ Λ PROPERTY LINE, (TYP.) W Λ Λ Λ Λ Λ Λ Λ W 1029 Λ Λ Λ Λ Λ Λ Λ Λ Λ V Λ Λ Λ Λ Λ Λ Λ Λ 4381 Λ Λ Λ Λ Λ 4401 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TREE REMOVALS PLAN Λ Λ 1028 4403 Λ 4385 Λ Λ 4386 Λ Λ Λ 4400 Λ 1023 Λ Λ Λ Λ 4402 Λ Λ 1022 Λ Λ Λ 1024 Λ Λ PROPERTY LINE, 4327 Λ 4332 Λ 1026 Λ 4320 Λ Λ Λ 1027 1025 4331 4328 4404 Λ TYP. Λ Λ 4405 Λ 4319 4406 Λ 4330 4329 4387 Λ Λ Λ Λ 4388 Λ Λ 4408 Λ Λ 4389 Λ 4399 Λ Λ Λ 4398 4409 4407 4410 Λ 4390 4397 4412 4321 4395 4542 4413 N2 4411 Λ 384.67 TC 4396 9° 0 4541 4414 4419 383.97 BC 4322 4394 6' 1 4424 Λ 4391 4392 4393 4540 4418 9" E 4430 Λ + 3 + 7 .90 3744.4 34. 4427 4428 4416 376.00 T 0 BCC + 6 5' 4429 44314433 37 .9 4324 4323 4543 + 4417 3744.4 0 4426 4432 4544 4422 0 BTCC 385.64 TC 4532 4531 4415 374.9 374.4 0 TC 4421 4423 4425 4325 4545 4538 0 BC 4420 4449 4434 SP-12.0 385.14 BC 4546 4539 4530 4435 4326 4547 4529 4450 385.64 TC 4548 4436 4437 385.14 BC 4549 4551 4536 3 7 3.25 F 4448 4447 WV 4535 4533 + C 4550 45534552 37 37 4.90 T 4454 4446 4438 385.0 TC 4583 4534 + 4.40 BCC 4453 4444 4445 WV 9017 4537 44564 455 EXPIRES 7/31/29 W 4584 V 384.5 BC 37745.04582 3 + 4554 4555 4451 4441 4439 0' .5 BTC 4558 4527 44584457 4443 20. C Page 95 JAN LAN ET E 299.94' N 78° 14' 00" W 299. EVERGREEN MANOR 299.94' 45' Town of Cortlandt, New York 0" W PROPOSED PARCEL 2 N 64° 59' 0 5' 3 0" NEW TAX LOT 33.12-2-7 W 0° 3 AREA = 765,451.910 Sq.Ft. S3 = 17.572 Acres R-10 Λ Λ Λ Λ OWNER / APPLICANT Λ Λ Λ V.S. CONSTRUCTION CORPORATION Λ WN 9 IVE Λ 37 CROTON DAM ROAD Λ YOR D I N G Λ OSSINING, NY 10562 R Λ CK D Λ KT O 0 Λ N 11° 58' 00" E SHA I N G 1 Λ Λ IL Λ | Λ PLANNER, CIVIL ENGINEER, LANDSCAPE ARA Λ Λ Λ BU FFER Λ ARCHITECT Λ Λ Λ TAM Λ ILD | | Λ DTS P O DENT  Λ Λ BU ntelligent Land se Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ One North Broadway Λ | | White Plains, NY 10601 Λ Λ Λ P: 914.428.0010 SE Λ F: 914.428.0017 CHA Λ WN I N G 8 Λ Λ CONTRACT VENDEE Λ AND 363.59' 40 Λ | | LENNAR CORPORATION M Λ O PRO YOR U I L D Λ 2465 KUSER ROAD, FLOOR 3 NUM SED Λ PO Λ MAG HAMILTON, NJ 08690 ENT Λ KTO N LANE OLIA Λ B Λ ARCHITECT - PARCEL 2 Λ 7.583 16.75 4.833 | 19.167 Λ | Λ 1 E-ONE HP100 Aerial HOLLIDAY ARCHITECTS Λ Overall Length 40.000ft SHA I N G 1 Λ Overall Width 8.333ft JACKSON COMMONS Λ 0.00' Overall Body Height 11.000ft SUITE A4 Λ R-40 Min Body Ground Clearance 1.393ft FFER Λ Track Width 8.333ft 30 JACKSON ROAD Λ Lock to lock time 6.00s Λ Max Wheel Angle 45.00° Λ ILD | MEDFORD, NJ 08055 ' .54 | Λ | Λ 432 Λ Λ BU LAND USE ATTORNEY Λ Λ Λ Λ ZARIN & STEINMETZ Λ Λ Λ 81 MAIN STREET Λ SE Λ Λ WHITE PLAINS, NY 10601 CHA Λ Λ WN I N G 7 Λ Λ Λ Λ Λ N 74° 35' 00" W AND SURVEYOR Λ Λ Λ 144.90' Λ Λ DANIEL T. MERRITTS, PLS Λ YOR U I L D 2 Λ Λ SHA I N G 1 394 BEDFORD ROAD Λ Λ KTO PLEASANTVILLE, NY 10570 Λ FFER Λ Λ B Λ Λ WETLAND CONSULTANT Λ ILD Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ BU 10 NORTH STREET Λ Λ Λ Λ Λ Λ Λ COLD SPRING, NY 10516 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ SE Λ Λ Λ CHA Λ 0" W Λ Λ WN I N G 6 Λ Λ Λ Λ Λ Λ 6' 0 AND BUILDING Λ Λ 15 Λ Λ 1° 0 SHAFFER Λ Λ • YOR U I L D Λ Λ 0" E • Λ S3 Λ 13 • Λ Λ KTO N 18° 07' 0 Λ G Λ • IN R Λ BIRC Λ B D • IL FE Λ Λ LAN HWOO B U SHAF • • Λ Λ Λ E D • Λ • Λ Λ • Λ Λ • • Λ • • Λ 17 • Λ • Λ • • Λ • • BUILDING SHAFFER Λ • Λ • Λ Aiaelrial THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ H0P01A00er • PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. EE-ON-OE NHEP1 76' Λ 1-800-962-7962 OR 811 • Λ . SE 308 Λ Λ D CHA R=60.00' L=301.53' N AN G 5 Λ IVE RIGHT OF WAY Λ Λ PARCEL DR Λ YORK U I L D I N Λ AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE K Λ WATER EASEMENT AC = 0.958 Acres Λ TOW Λ AR Λ 14 Λ M G | B IN R Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED TA D Λ IL BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT FE B U SHAF Λ | DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 16 R =25.0 0 Λ 18 .55' MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ ' 23 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF | Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 430.41' | L= BUILDING SHAFFER Λ SHOWN BY THESE DRAWINGS. BUILDING | SHAFFER Λ PROPOSED SNOW LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ STORAGE AREA 25.0 0 ' YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ EASEMENT (TYP.) DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION SHAF N G 3 | Λ L= S 13° 51' 45" W 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ L=23.55' R=25.00' 2 E-ONE-E HP100 SE Λ 127.62' R= 3 ONE HP1Aer00iaAel | FER R-10 | Λ .5 | CHA Copyright DTS Provident Design Engineering, LLP 2025 | | WN I N G 4 Λ 5 | ' rial LDI All rights reserved. Λ Λ AND NOT FOR CONSTRUCTION Λ BUI Λ 0" W 127.62' Λ YOR B U I L D E-ONE HP100 Aerial Λ 5' 2 Λ | | Λ KTO | 0° 1 | ΛΛ | Λ S3 | | Λ Λ Λ Λ E-ONE HP100 Aerial Λ Λ Λ Λ | S 13° 51' 45" W Λ | • 127.62' Λ E-ONE HP100 Aerial • Λ • Λ Λ KTO G 2 • Λ | ' 00" E Λ WN 80.44' • S 68° 33' 00" E Λ | YOR D I N Λ 37.31' Λ N 19° 38 | Λ Λ R-40 IL Λ R=330.00' Λ ' Λ .41 B U I L D I N G 19 Λ BU L=123.81' S 60° 49' 00" E Λ Λ Λ 22.36' 312 SHAFFER Λ B U I L D I N G 20 Λ Λ Λ Λ SHAFFER Λ Λ N 59 BU Λ ILD Λ ° 42 R=280.00' MONUMENT Λ ' 44 SHA I N G 1 N 60 Λ Λ "W L=154.34' PROPOSED ° 49 Λ Λ FFER ' 00 PARCEL 2 - Λ • Λ Λ Λ Λ Λ Λ Λ "W CYPR Λ Λ • Λ Λ 160 Λ Λ Λ Λ Λ Λ Λ • Λ 160 Λ Λ .05' Λ ' Λ Λ .71 E SS L Λ Λ Λ • Λ Λ .05' Λ Λ EMERGENCY SERVICE VEHICLE Λ • Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ANE Λ 470 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ .61 106 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ' Λ Λ 470 Λ Λ Λ Λ Λ MANEUVERING PLAN Λ Λ Λ .61 Λ Λ Λ Λ Λ Λ Λ ' Λ Λ Λ Λ Λ Λ N5 Λ Λ Λ Λ Λ Λ 5° 1 Λ Λ Λ Λ Λ PROPOSED 20 FT. WIDE 4' 2 Λ Λ Λ Λ Λ Λ Λ Λ Λ DRAINAGE EASEMENT 0 Λ Λ Λ Λ Λ "W Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ RW-3 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 16 Λ "E Λ Λ Λ Λ Λ 9.9 Λ Λ N2 Λ Λ Λ Λ Λ 4 2' Λ Λ Λ Λ 9° 0 Λ '4 Λ Λ Λ Λ E-ONE H Λ Λ Λ Λ Λ Λ 6' 1 Λ Λ Λ P .6 26 Λ Λ 100 Aeri Λ Λ DEDICATED SNOW Λ Λ | Λ Λ Λ 9 Λ Λ Λ al Λ 34. " E Λ Λ STORAGE AREA, Λ Λ 10 Λ Λ Λ 89 45° 7' Λ Λ Λ Λ Λ Λ TYP. Λ Λ Λ Λ Λ 65' Λ Λ Λ Λ Λ Λ N Λ SP-13.0 Λ Λ Λ | Λ Λ Λ Λ Λ Λ ' 62 Λ Λ 100. Λ Λ Λ 0' Λ Λ . 59 Λ PRO Λ 9 Λ | Λ Λ 3 Λ Λ NEW POSED Λ Λ Λ Λ | EXPIRES 7/31/29 Λ Λ Λ Λ ARE TAX L PARCE Λ Λ Λ Λ Λ Λ Λ A= O L 83,7 T 33.12 3 8 -2 Page 96 Ale ow o -2-9.1 Filed F.M Map L x N 3.12 is Salcarez & rly .# Tav r Forme 3 2 F.M semen ion 4 Con e 907 t 2 Ea ervat d .# o Yadira o Stone Wall s Stone Wall N 78° 14' 00" W 2 299.94' 4 Ri ow o -3-54 907 299. c SITE PLANS HEREON PRESENTED HAVE BEEN PREPARED WITH REFERENCE TO THE FOLLOWING 45' N 3.12 h t SOURCES: a r EVERGREEN MANOR 3 d SOURCE: PROPERTY LINE AND WETLAND BOUNDARY SURVEY INFORMATION Wall & BY DANIEL T. MERRITTS. SURVEY DATED 07/14/2026 Stone 100' WETLAND BUFFER r Ida erly F Town of Cortlandt, New York orm TOPOGRAPHIC DATA BY DONALD J. DONNELLY, L.S. 0" W DONNELLY AND SURVEYING, P.C. M N 64 DATE OF AERIAL PHOTOGRAPHY: 05/04/2012 ° 59' 5' 3 urra 00" W 0° 3 NOTE: DATUM: NGVD29 (SOURCE:TOWN OF CORTLANDT PHOTO CONTROL POINT) y S3 Stone Wall Stone Wall S Ma ow or -3-58 t on OWNER / APPLICANT eW N 3.12 ry V V.S. CONSTRUCTION CORPORATION Sim zuto Stone Wa all ll 3 37 CROTON DAM ROAD e z p OSSINING, NY 10562 son & Almi Fo Stone Wall rm Stone PLANNER, CIVIL ENGINEER, LANDSCAPE erly Wall ARCHITECT DTS PROVIDENT ra  N 11° 58' 00" E Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 FILE P: 914.428.0010 F: 914.428.0017 D M ARCHITECT - PARCEL 2 R wo AP o No 3.12-3 De HOLLIDAY ARCHITECTS d Ro k & G erly JACKSON COMMONS eric r Form # e 3 b 742 SUITE A4 d i Now33.12-2 n 30 JACKSON ROAD Li Wigg erly Ida or Form son iselle 7 b MEDFORD, NJ 08055 e -59 r 472 ins LAND USE ATTORNEY ZARIN & STEINMETZ 4, 81 MAIN STREET -6 Stone Wall 363.59' Pag WHITE PLAINS, NY 10601 e SURVEYOR Stone Wall 295 DANIEL T. MERRITTS, PLS S tone 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 J wo W o No 3.12-3 a WETLAND CONSULTANT all Sw a & R erly Stone Wall nn r Form 3 y TIM MILLER ASSOCIATES, INC. n 10 NORTH STREET tuc oman COLD SPRING, NY 10516 h -64 ' .54 BY 432 JULY ELLA GED LAB S FLAG 5 202 14, D LAN Fran w or F 3-65 Stone Wall N 74° 35' 00" W No 3.12- 144.90' WET cis 3 P 10 a 0' gn erly Stone Wall orm W Stone Wall ET S a tone LA n ND 100 ella BU ' WE W F TLA Stone Wall FE all R Ston ND BUF Wall e FER A THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY dja PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 ce Gar wners nt O "W den ' 00 Now3.12-3 Vivi or Form6 Stone Wall 6 1° 0 3 am S3 Stone Wall R NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT usso rly 0" E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE -6 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND N 18° 07' 0 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER e WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Rem of B ains MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS arn SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 12 Copyright DTS Provident Design Engineering, LLP 2025 "CM All rights reserved. Ric Now 2-3-6 NOT FOR CONSTRUCTION h P Pon 100 a ' WE rd &or Form9 ' .76 TLA d 33.1 ND 308 BUF A FER shle erly y Ru S tone yk szc of S ains Rem all W hed Revhe Purn Forme T w or -70 o No 3.12-3 c able ima S rly 3 FILE The w or Fo Rev Barbar rmerly No Ston D L i 430.41' vingoni o M PARCEL 2 - c MATCHLINE (SEE SHEET EX-1.2) e Reta AP ablea Levit W MATCHLINE (SEE SHEET EX-1.2) EXISTING CONDITIONS 100' WETLAN T all Stone Wall r #74 ini Stone ust Ston n T g r 27 ust z Wa eW Frame Di Barn Chain Link Fe rt Drive lls all In Ground Poo Ch Now3.12-3 Remains D Dor or Form1 0" W ain C Now 12-2 Stone Wall 3 BUFFER 5' 2 Lin a y l r kF los or F -3 Gat 0° 1 W nce EX-1.1 en o olfeerly S3 f & e Wall ce -7 Dirt Stone 33. l Kas ormerl Tan pane Pro Wa ncrete D Co EXPIRES EXPIRES7/31/29 7/31/26 rive Residenc m k all lk Stone W Frame 2 Story i r y Ro Page 97 100 ' WET ow .12-3-6 d & r Form LAN 33 D BUF o As FER h ley Ru 9 erly Ston s z c e yk of S ains Rem Wa hed ll Revhe Purn Forme EVERGREEN MANOR Town of Cortlandt, New York T w or -70 o No 3.12-3 cabl ima S rly 3 F IL Th e e Rev Barbar E Ston D Livin oni 430.41' o MA c eW R g e ab a Lev P t 100' WETLAN MATCHLINE (SEE SHEET EX-1.1) a T all Stone Wall rust # 74 inin Stone MATCHLINE (SEE SHEET EX-1.1) le Ston Trus itz g 27 W eW Frame OWNER / APPLICANT Di Barn t alls Chain Link Fe rt Drive all V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD In Ground Poo Ch Now3.12-3 Remains of OSSINING, NY 10562 DB Dor or Form1 0" W ain Car Now o 12-2-3 Stone Wall 3 5' 2 Lin yl UFFER kF lo Gat PLANNER, CIVIL ENGINEER, LANDSCAPE 0° 1 W nce en s o ARCHITECT S3 & e Wall ce lfe rly -7 Dirt Stone 33. l Ka orme e DTS PROVIDENT Tan pane Pro  Wa ncrete rF Driv Co s Residence m Intelligent Land Use k ll a lk Stone W Frame 2 Story e iry Rrly DTS Provident Design Engineering, LLP CA #: 0017846 Con One North Broadway Driv rete White Plains, NY 10601 o n c e P: 914.428.0010 don F: 914.428.0017 Tan pane ARCHITECT - PARCEL 2 Pro C k Steplk & Bric Wa ncrete Co h k HOLLIDAY ARCHITECTS i mne ' 00" E 80.44' s S 68° 33' 00" E JACKSON COMMONS Mic Now o 12-2-2 37.31' SUITE A4 y N 19° 38 h 30 JACKSON ROAD a MEDFORD, NJ 08055 e ' .41 l & KForme 33. 312 LAND USE ATTORNEY She e Fram Asphalt r a ZARIN & STEINMETZ ds t O f Roo hrynrly 81 MAIN STREET Ston v e WHITE PLAINS, NY 10601 rhan Drive eM P SURVEYOR a N 60 g ° 49 rish as ' 00 "W DANIEL T. MERRITTS, PLS Fla on 394 BEDFORD ROAD g r 160 Fram UPo y 1 St PLEASANTVILLE, NY 10570 s .05' tone Wa ory le Stone e WETLAND CONSULTANT ll s TIM MILLER ASSOCIATES, INC. Bric 2 Story Brick 10 NORTH STREET Wall Asp kW Porch COLD SPRING, NY 10516 Wood haltDrive all Valv Rema e Buildin 221 Stor Brick ins g y Step crete Con s FLA WE Con ains o Rem G ABEL AGG T L G Bri A cre L S FL E c ND k D t e Asphalt D Wa J Pat UPo ULY f ll L io le A 14, rive 20 E D 25 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY BY SE St PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. WER 1-800-962-7962 OR 811 o RIM ANHO Ston n e M BUR 9.78 =3 Wall eW 5 IED all LE UPo S 76° 13' 31" E UPo NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED le BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UPo le 8" Sewer P Pipe DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE R=47.00' ipe 8" Sewer S 77 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND le L=51.51' SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. U UPo Pole WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED "E MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL ° 37 64.77' le ' 43 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ° 42 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS UPo W N 78 SHOWN BY THESE DRAWINGS. ' 03 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW le a YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS te DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION r 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. "W UPo 7' le Copyright DTS Provident Design Engineering, LLP 2025 3.6 Co UPo 2 5 16"C All rights reserved. urs UPo IP le NOT FOR CONSTRUCTION e Aspha le 8"CIP Sign 16"CIP lt Driv UPo Ston eM UPo aso e le nrRye tain le ing Wa ll 8"CIP INV R=34.00' INV .B=3 UPo L=49.52' 8"C .A 47 RIM =348 .93 IP DR =35 .15 le Asphalt D AIN 2.1 Met ater INL 1 ET W er P it rive INV.C=345.58 S 16"PIPE INV.B=345.33 t o 16" INV.A=347.98 ne UPo CIP INV.B=346.23 RIM=353.08 e l INV.A=346.78 INV Wa MANHOLE PARCEL 2 - RIM =352 RIM=353.18 4" PIPE Pier DR =355 .36 Pier R IN I DRA ll EXISTING SEWER MH E1 I M AIN .65 EXISTING CONDITIONS UPo Pole UPo INL =36 NLET le ET Sign et U Stre NV.B=3 51.10 7.36 le MPH Sign I INV =354.6 RIM NHOLE MA UPo SITE PLANS HEREON PRESENTED HAVE BEEN PREPARED WITH REFERENCE TO THE .A= Pier le FOLLOWING SOURCES: 3 0 50.6 INV RCP 18" Gra Inte vel N 69° 09' 32" E 0 UPo =35 SOURCE: PROPERTY LINE AND WETLAND BOUNDARY SURVEY INFORMATION Sw R DR Sig rsec ale AIN IM=3 n tio UPo 11.27' MA 51.6 BY DANIEL T. MERRITTS. SURVEY DATED 07/14/2026 4.43 n le e l NH 3 OL Sto INV E TOPOGRAPHIC DATA BY DONALD J. DONNELLY, L.S. UPo Sign n Stop eW = SEW RIM 343 all N 79° 23' 56" E ER =35 .70 DONNELLY AND SURVEYING, P.C. le MA 2.6 150.32' EX-1.2 NH 5 OL DATE OF AERIAL PHOTOGRAPHY: 05/04/2012 Sign E NOTE: DATUM: NGVD29 (SOURCE:TOWN OF CORTLANDT PHOTO CONTROL POINT) C Stre et S 12"RCP I gn i N 15"R V EXPIRES EXPIRES7/31/29 A 7/31/26 =36 CP 3.56 Page 98 August 19, 2026 Steven Kessler, Chairman Town of Cortlandt Planning Board One Heady Street Cortlandt Manor, New York 10567 Re: Amended Site Plan Application Cortlandt Self Storage, L.P. 44 Regina Avenue Town of Cortlandt, New York Tax Map Designation: 24.10-1-4 Dear Chairman Kessler and Members of the Planning Board: Find enclosed eight copies (1 full size set & 7 reduced size sets) of the following information for the above- referenced application:  Amended Site Development Plan (5 sheets), dated July 17, 2026, last revised August 19, 2026  Site Photos We are pleased to submit the enclosed information on behalf of Cortlandt Self Storage, L.P. (“Applicant”), who is seeking Amended Site Plan Approval for a proposed 40’ x 130’ building and outdoor contractor equipment storage areas (2) at the above reference property. The parcel is approximately 785,997 sq. ft. (18.044 acres) and is located in the M-1 (Light Industrial) Zoning District. This submission incorporates the comments made by the Planning Board and the consultants at the August meeting. Specifically, we have added building floor plans, building elevations and further developed the Site Plan drawings to indicate proposed grades, identified existing utilities to be relocated/installed and added specifics for the equipment to be included in the outdoor contractor yard areas. We look forward to appearing before the Planning Board to discuss the project further on September 1, 2026 at which time we will respectfully request that you schedule a site inspection and consider scheduling a Public Hearing for the October 2026 meeting. Should you have any questions or require additional information please contact me at the above number. Thank you for your time and consideration in this matter. Respectfully submitted, James C. Annicchiarico Project Engineer/Manager enclosures cc: Mark Giorano, Cortlandt Self Storage, L.P. David Steinmetz, esq., Zarin & Steinmetz File: Giordano-44 Regina Ave-Cortlandt-Site Plan-Letter-20260819 Page 99 Access Doors to Upper Level Representative Photo of Upper Level Entrance to Storage Facility (Building 8 Shown) Page 100 Access Doors to Lower Level Representative Photo of Lower Level Entrance to Storage Facility (Building 8 Shown) Page 101 Representative Photo of Elevation View of Storage Facility (Building 8 Shown) Page 102 Photo of West Side of Building 5 Page 103 Photo of West Side of Buildings 3 & 4 Page 104 AMENDED ET RE ST MAIN ST EA SITE DEVELOPMENT PLAN CORTLANDT FOR CORTLANDT CORTLANDT SELF-STORAGE TOWN OF CORTLANDT SITE WESTCHESTER COUNTY, NEW YORK CORTLANDT CORTLANDT GENERAL NOTES 1. PARCEL TAX MAP DESIGNATION: SECTION: 24.10, BLOCK: 1, LOT(S): 4 LOCATION MAP 2. TOTAL AREA OF PROPERTY: 785,997 SQUARE FEET (18.044 ACRES). SCALE: 1" = 500' 3. SURVEY & TOPOGRAPHIC INFORMATION SHOW HEREON IS BASED ON A SURVEY PREPARED BY BADEY & WATSON SURVEYING AND ENGINEERING, D.P.C. ENTITLED "SURVEY OF PROPERTY PREPARED FOR CORTLANDT SELF-STORAGE, L.P..." DATED JULY 2, 2025. 4. PARCEL IS LOCATED IN THE TOWN OF CORTLANDT M-1 (LIGHT INDUSTRIAL) ZONING DISTRICT. STORMWATER BASIN TO BE CLEANED OF EXCESS 5. PARCEL IS LOCATED IN THE HUDSON RIVER BASIN. SILT AND DEBRIS SEE SHEET SP-1.2 (LARGER SCALE) LIST OF DRAWINGS SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED SP-1.1 1 OF 3 AMENDED SITE PLAN JULY 17, 2026 AUGUST 19, 2026 AMENDED SITE PLAN SP-1.2 2 OF 3 JULY 17, 2026 AUGUST 19, 2026 (LARGER SCALE) CONTRACTOR YARD AREA = 6,430 SF SP-1.3 3 OF 4 BUILDING FLOOR PLANS AUGUST 19, 2026 N/A (EQUIPMENT, CONTAINER & PROPOSED MATERIALS STORAGE) CD-2.1 3 OF 4 CONSTRUCTION DETAILS AUGUST 19, 2026 N/A SELF STORAGE 60 0 30 60 BUILDING NO. 11 40' x 130' FP-3.1 4 OF 5 FIRST FLOOR PLANS AUGUST 19, 2025 N/A 4"Ø GRAVITY PIPE SCALE: 1" = 60 FT. FP-3.2 5 OF 5 SECOND FLOOR PLANS AUGUST 19, 2025 N/A EXISTING SEWER APPROXIMATE LOCATION OF EXISTING BATHROOM STRUCTURE & PUMPS 8"Ø GRAVITY SANITARY SEWER MAIN APPLICANT THROUGH "PONDVIEW" DEVELOPMENT SEE DETAIL (LARGER SCALE) CORTLANDT SELF STORAGE, L.P. C/O MARK GIORDANO EXIST 4"Ø GRAVITY PIPE 44 REGINA AVENUE CORTLANDT MANOR, NEW YORK 10567 BATHROOM · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. CONTRACTOR YARD SEE SHEET SP-1.2 (LARGER SCALE) AREA = 3,570 SF REVISIONS 5 EXISTING PARKING AREAS NOT PART OF 4 OUTSIDE CONTRACTOR 3 STORAGE AREAS 2 UPDATE FOR PLANNING BOARD SUBMISSION AUGUST 19, 2026 1 MOVED BUILDING #11 TO 2' OFF OF EASEMENT AUGUST 3, 2026 # REASON DATE MUNICIPAL TAX IDENTIFICATION: SECTION: 24.10 BLOCK: 1 LOT: 4 SUBLOT: - AMENDED SITE DEVELOPMENT PLAN DRAWN BY: AD/JCA CHECKED: JCA/PMB PROPOSED SPACE FOR CARGO CONTAINERS SCALE: 1" = 60' PROJECT: DATE: GIORDANO JULY 17, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 PROPOSED SPACE FOR DUMP TRUCKS BUILDING CHART CRONIN CONTRACTOR'S YARD AREA = 3,570 SF ENGINEERING BUILDING NO. AREA (SF) CURRENT USE PROPOSED USE PROFESSIONAL ENGINEERING & CONSULTING 1 5,200 SF SELF STORAGE SELF STORAGE (914) 736-3664 PROPOSED SPACE FOR EXCAVATORS 2 10,500 SF SELF STORAGE SELF STORAGE 39 Arlo Lane 3 5,000 SF SELF STORAGE SELF STORAGE Cortlandt Manor, New York 10567 4 7,250 SF SELF STORAGE SELF STORAGE PROPOSED SPACE FOR BACKHOES/MISC. SITE DEVELOPMENT PLAN EQUIPMENT 6,500 SF 5 SELF STORAGE SELF STORAGE 6 7,500 SF SELF STORAGE SELF STORAGE 7 6,000 SF SELF STORAGE SELF STORAGE AMENDED 8 4,000 SF SELF STORAGE SELF STORAGE SITE DEVELOPMENT PLAN 9 7,442 SF EQUIPMENT STORAGE EQUIPMENT STORAGE OR FOR SELF STORAGE CORTLANDT SELF-STORAGE, L.P. 10 3,000 SF MECHANIC SHOP MECHANIC SHOP CONTRACTOR YARD DETAIL 11 TOTAL 5,200 SF 67,592 SF N/A SELF STORAGE & OFFICE LOCATION: REGINA AVENUE TOWN OF CORTLANDT, NEW YORK SCALE: 1" = 20' SHEET 1 OF 5 SP-1.1 Page 105 ET RE ST AIN S TM EA EXISTING PROPOSED PROPOSED EXISTING CURB TO BE EXISTING WALL TO BE DRAINAGE RELOCATED PAVEMENT AND REMOVED PROPOSED NEW BUILDING REMOVED LINE TO BE DRAINAGE LINE 15" CURB FOR OVER PERVIOUS GROUND CUT AND HDPE BUILDING ASPHALT (AREA #4: 722 SF) CORTLANDT CAPPED ACCESS AROUND CORTLANDT (AREA #3: 471 BUILDING TO GUIDERAIL TO BE PROPOSED NEW PAVEMENT SF) BE REMOVED REMOVED (AREA #1: 623 SF) DRAIN NT EASE PROPOSED RETAINING ME AGE WALL (AREA #2: 97 SF) SITE PROPOSED GUARD RAIL NEXT TO RETAINING CORTLANDT CORTLANDT WALL PROPOSED SILT FENCE (SEE DETAIL) LOCATION MAP SCALE: 1" = 700' SPACE FOR DUMP-TRUCKS A PROPOSED SELF STOR AGE BUILDIN 350.1 G NO. 11 (40' X 130') FF = 340.9' A SF = 350.1' CONTRACTOR YARD EXISTING P ARKING AR EA AREA = 6,430 SF PIT TW: 349.0 CH 350 350.1 BW: 346.0 20 0 10 20 TW: 348.0 BW: 346.8 SCALE: 1" = 20 FT. APPLICANT EXISTING SEWER FM TO BE REDIRECTED AROUND BUILDING, CORTLANDT SELF STORAGE, L.P. ELECTRIC MANHOLE C/O MARK GIORDANO 44 REGINA AVENUE CORTLANDT MANOR, NEW YORK 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE SPACE FOR DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. BACKHOES/MISC. EQUIPMENT REVISIONS 5 4 3 SPACE FOR 2 UPDATE FOR PLANNING BOARD SUBMISSION AUGUST 19, 2026 EXCAVATORS 1 MOVED BUILDING #11 TO 2' OFF OF EASEMENT AUGUST 3, 2026 # REASON DATE MUNICIPAL TAX IDENTIFICATION: SECTION: 24.10 BLOCK: 1 LOT: 4 SUBLOT: - DRAWN BY: AD/JCA CHECKED: JCA/PMB PROJECT: GIORDANO DATE: JULY 17, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 CRONIN ENGINEERING PROFESSIONAL ENGINEERING & CONSULTING IMPERVIOUS AREA CHART SITE DEVELOPMENT PLAN NOTE: (914) 736-3664 REGION PROPOSED AREA (SF) SCALE: 1" = 20' ALL ROOF LEADERS AND FOOTING 39 Arlo Lane Cortlandt Manor, New York 10567 AREA #1 623 SF DRAINS TO TIE INTO EXISTING DRAINAGE SITE DEVELOPMENT PLAN AREA #2 97 SF AREA #3 471 SF AMENDED SITE DEVELOPMENT PLAN AREA #4 722 SF FOR CORTLANDT SELF-STORAGE, L.P. TOTAL INCREASE 1953 SF LOCATION: REGINA AVENUE TOWN OF CORTLANDT, NEW YORK SHEET 2 OF 5 SP-1.2 Page 106 PROVIDE R-19 RE ET ST BATT AIN TM INSULATION EAS AT ROOF RAFTERS (TYPICAL) UPPER LEVEL PROVIDE CLOSED-CELL SPRAY 10 X 7.5 STORAGE UNIT 13 UNITS FOAM INSULATION (R-VALUE: (TYP. WALKWAY MIN. 6.5 FOR TOTAL OF 22.75) AT CORTLANDT ADJOINERS) ALL EXTERIOR STEEL-FRAMED CORTLANDT WALLS (TYPICAL) EXISTING GRADE GROUND ELEV. = 350.1) PROPOSED UPPER LEVEL (ELEV. = 350.1) SITE 10 X 10 STORAGE UNIT LOWER LEVEL (TYP.) 13 UNITS CORTLANDT CORTLANDT GROUND ELEV. = 340.9 PROPOSED LOWER LEVEL (ELEV. = 340.9) LOCATION MAP SCALE: 1" = 700' SECTION "A-A" 10' FILTER X, MIRAFI 100X, OR ROOF GUTTER MAX. STABILINKA T140N FILTER CLOTH OR APPROVED EQUAL WOVEN WIRE FENCE (MIN. 14 12 6" MIN NOTES: EROSION AND SEDIMENT CONTROL NOTES GAUGE W/ MAX 6" MESH SPACING - APPROVED EQUAL PIPING & SCALE: 1" = 5' AS DEEMED NECESSARY BY 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT CONNECTIONS MAY BE USED FOR AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL QUALIFIED INSPECTOR.) INSTALLATION OF ROOF LEADERS & PERMANENT PROTECTION IS ESTABLISHED. 2" X 2" WOOD POST, NO. 2 RE-BAR OR STEEL PICKETS FOOTING DRAINS 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL STRUCTURES MIN 6" - FOOTING DRAIN NOT REQUIRED SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY 2" ASPHALT TOP COURSE, NYSDOT 2" ASPHALT TOP COURSE,NYSDOT ITEM SAWCUT ASPHALT/CONCRETE MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL FOR SLAB ON GRADE STRUCTURES SAWCUT TRENCH TO 403.178302 (SEE NOTE 9 FOR DRIVEWAY COURSES FULL DEPTH WITH A SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED RAIN EVENTS, AND AFTER EACH HEAVY ITEM 403.178302 THE BOTTOM OF THE RESTORATION, IF APPLICABLE) STRAIGHT & VERTICAL EDGE (SEE NOTE 13 FOR DRIVEWAY RAIN TO ENSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF ROAD COURSE RESTORATION) 4'-0" MIN. CONSTRUCTION. 2'-6" MATERIAL (ITEM 4) WITH MIN SAW CUT A STRAIGHT AND SAW CUT SAW CUT FLOW 3. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS ORDERED BY THE SAW CUT FILTER X, MIRAFI 100X, OR VERTICAL EDGE, TACK STABILINKA T140N FILTER COAT ALL EXPOSED ENGINEER, AND IN ACCORDANCE WITH ACCEPTED STANDARDS. TACK COAT ALL MILL MILL CLOTH OR APPROVED EQUAL EDGES WITH RC-250 1' EXPOSED EDGES 1' EXISTING 4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MIN MIN EXISTING ROAD WITH RC-250 ROAD 2'-0" MIN. STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED,FERTILIZED, MAX 6" MESH (AS DEEMED NECESSARY BY SURFACE 1'-6" MIN SURFACE TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS. QUALIFIED INSPECTOR.) MIN. 6" 4" ASPHALT BINDER COURSE, NYSDOT ITEM 403.138902 5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL 2" X 2" WOOD POST, NO. 2 6" ASPHALT BINDER COURSE, IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A 8" (COMPACTED) ITEM 4, NYSDOT TOE-IN FILTER FABRIC, RE-BAR OR STEEL PICKETS NYSDOT ITEM 403.138902 TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. ITEM 304.14 BACKFILL AND TAMP SOIL TO TO EXISTING ROAD GRADE (MILL 2" FRONT VIEW 4' MIN. SECURE FABRIC IN PLACE METALLIC TAPE LABELED AFTER SETTLEMENT PERIOD AND 6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST MIN 24" MECHANICALLY COMPACTED CLEAN GRANULAR 24" + PIPE Ø "CAUTION SEWER LINE CONTROL. SECTION VIEW FILL ONLY BELOW" AT 12" & 24" BELOW PLACE 2" ASPHALT TOP COURSE) NO STONES GREATER THAN 2" FINISHED GRADE OVER DOWNSPOUT FROM 1' 1' METALLIC TAPE LABELED 7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY AND NO ORGANIC MATERIAL SEWER PIPING. FILTER X, MIRAFI 100X, OR GUTTER (ROOF PERMITTED. CLEAN FILL TO RUN MIN MIN "CAUTION SEWER LINE BELOW" 12" 12" STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. STABILINKA T140N FILTER SET AT BOTH 12" & 24" BELOW MIN. APPLICANT 6' MIN. 6' MIN. LEADER) FULL LENGTH OF TRENCH (OR K-CRETE MIN. MIN FIRST FLOOR 6" CLOTH OR APPROVED EQUAL OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) GRADE OVER SEWER PIPE 8. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS S BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. WOVEN WIRE FENCE (MIN. 14 12 ADS® COMPACTED ITEM 4, S ADS® NYOPLAST CLEAN OUT END 3 6" MIN. IN EARTH NYSDOT ITEM 304.14 GAUGE W/ MAX 6" MESH SPACING DOWNSPOUT 4" CRUSHED GRAVEL 9. SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK CORTLANDT SELF STORAGE, L.P. CAP (CLEANOUT AS REQ'D BY 12" MIN. IN ROCK (95% PROCTOR) AS DEEMED NECESSARY BY ADAPTER GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". QUALIFIED INSPECTOR.) ENGINEER) SEWER SERVICE PIPING POROUS FILL BEDDING 10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW C/O MARK GIORDANO FINISHED GRADE UNDISTURBED OR COMPACTED EARTH (SEE PLAN FOR SIZE & MATERIAL TO TOP OF PIPE EXISTING / FINAL GRADE SEWER FORCE MAIN YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". MATERIAL) UNDISTURBED OR COMPACTED EARTH (SEE PLAN FOR SIZE & FL OW MATERIAL) 44 REGINA AVENUE INSTALLATION NOTES: CORTLANDT MANOR, NEW YORK 10567 ADS® INJECTION SNAP SEWER SERVICE INSTALLATION NOTES: JOINING SECTIONS MOLDED ST TEE CONNECTION 1. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. EXISTING/FINAL 2'-0" MIN. TOP VIEW 1. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. 2. ALL SEWER PIPING TO BE AS SPECIFIED ON SITE PLANS. GRADE 2. ALL SANITARY SEWER SERVICE PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. 3. SEWER PIPING SHALL HAVE A MINIMUM OF 4'-0" COVER OVER PIPE. IF THIS IS NOT POSSIBLE THE 3. SANITARY SEWER SERVICE PIPING SHALL HAVE A MINIMUM OF 2'-0" COVER OVER PIPE. IF THIS IS NOT OWNER/APPLICANT SHALL CONTACT THE DESIGN ENGINEER PRIOR TO CONSTRUCTION. POSSIBLE THE OWNER/APPLICANT SHALL CONTACT THE MUNIPALITIES ENGINEERING DIVISION PRIOR TO 4. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" 6" OF TOP SOIL WITH · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS TOE-IN FILTER FABRIC, ADS® INJECTION CONSTRUCTION. FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE SEED AND HAY MULCH UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS BACKFILL AND TAMP SOIL TO WEATHERPROOFING MOLD WT TEE FITTING 4. SANITARY SEWER MAIN RUNS SHALL HAVE A MINIMUM SLOPE OF 1.0%. EXCAVATED TO A MINIMUM DEPTH OF 6" BELOW BOTTOM OF PIPE AND REPLACED WITH 6" OF SAND. ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 4' MIN. SECURE FABRIC IN PLACE 5. SANITARY SEWER SERVICE RUNS SHALL HAVE A MINIMUM SLOPE OF 2.0% FOR 4" DIA. PIPES. 5. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS ADS® N-12 ST PIPE (TYP.) 6. MAXIMUM RUN BETWEEN MANHOLES SHALL BE 300'. SHALL NOT BE USED AS BACKFILL. METALLIC TAPE LABELED ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS ISOMETRIC VIEW. ADS® INJECTION 7. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" 6. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT. "CAUTION SEWER LINE BELOW" SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE OW FL MOLDED ST 90° BEND FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE 7. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED SET AT BOTH 12" & 24" BELOW 12" 12" DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE Ø + 6" AND REPLACED WITH 6" OF SAND. WITH A MECHANICAL TAMPER. GRADE OVER SEWER PIPE MIN. 6' MIN. 6' MIN. MIN. 6" X 6" X 6" TRENCH 8. SANITARY SEWER SHALL BE ANCHORED AT EACH BELL WHERE SLOPE OF PIPE EXCEEEDS 20%. 8. CLAY, SILT LOAM OR NON SOILS REQUIRE SHORING AND BRACING. SHEETING AND BRACING SHALL BE USED IN · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. ADS® SB2 PERFORATED PIPE (TYP.) 9. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE MECHANICALLY TAMPED INSTALLATION NOTES: ALONG PERIMETER OF FOOTINGS GRANULAR MATERIAL WITH NO S REVISIONS SHALL NOT BE USED AS BACKFILL. REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 10. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT. ORGANICS OR STONES OVER 2 ADS® INJECTION MOLD 9. ASPHALT DRIVEWAY RESTORATION TO CONSIST OF 6" COMPACTED ITEM 4 (NYSDOT ITEM 304.05) UNDER 2.5" 11. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED INCHES (95% COMPACTION) 1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN. WT TEE FITTING BASEMENT SLAB OF ASPHALT CONCRETE TOP COURSE (NYSDOT ITEM 403.178302). (WHERE APPLICABLE) WITH A MECHANICAL TAMPER. 5 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE 6" 12. CONTRACTOR TO NOTIFY MUNICIPALITY 48 HOURS IN ADVANCE FOR TRENCH INSPECTION. POROUS FILL TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER FLOW). 13. CLAY, SILT LOAM OR NON SOILS REQUIRE SHORING AND BRACING. SHEETING AND BRACING SHALL BE USED IN BEDDING MATERIAL 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH SEWER FORCE MAIN 4 SEWER FORCE MAIN TRENCH ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE BOTTOM. UNDISTURBED OR COMPACTED EARTH (SEE PLAN FOR SIZE & REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 4. LAY THE TOE-IN FLAP OF FABRIC FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP 14. ASPHALT DRIVEWAY RESTORATION TO CONSIST OF 6" COMPACTED ITEM 4 (NYSDOT ITEM 304.05) UNDER 2.5" MATERIAL) ADS® N-12 ST PIPE (TYP.) 4" 3 THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. GEOTEXTILE FILTER OF ASPHALT CONCRETE TOP COURSE (NYSDOT ITEM 403.178302). W/ PAVEMENT RESTORATION INSTALLATION NOTES: 5. JOIN SECTIONS AS SHOWN ABOVE FABRIC 2 SEWER SERVICE INSTALLATION 6. PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 1. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. 2. ALL SEWER PIPING TO BE AS SPECIFIED ON SITE PLANS. 1 N.T.S. SILT FENCE INSTALLATION ROOF LEADERS & FOOTING DRAINS 3. SEWER PIPING SHALL HAVE A MINIMUM OF 4'-0" COVER OVER PIPE. IF THIS IS NOT POSSIBLE THE N.T.S. N.T.S. W/ PAVEMENT RESTORATION 4. OWNER/APPLICANT SHALL CONTACT THE DESIGN ENGINEER PRIOR TO CONSTRUCTION. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" # REASON DATE FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 6" BELOW BOTTOM OF PIPE AND REPLACED WITH 6" OF SAND. UN-PAVED CONDITION PAVED CONDITION 5. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS MUNICIPAL TAX IDENTIFICATION: 212" ASPHALT TOP COURSE FINISHED GRADE (SEE PAVING SHALL NOT BE USED AS BACKFILL. (NYSDOT item no. 403.178302) 4" OF TOPSOIL SECTION WHERE PAVED) 6. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT. SECTION: 24.10 SAWCUT LOCATION EACH 7. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED SIDE (WHERE APPLICABLE) WITH A MECHANICAL TAMPER. PA 8. CLAY, SILT LOAM OR NON SOILS REQUIRE SHORING AND BRACING. SHEETING AND BRACING SHALL BE USED IN BLOCK: 1 CO VED 6" (COMPACTED) ITEM 4 WHERE SAWCUTTING IS REQUIRED, ND ITI ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE (NYSDOT item no. 304.14) CUT TRENCH TO BOTTOM OF ON 9. REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. ASPHALT DRIVEWAY RESTORATION TO CONSIST OF 6" COMPACTED ITEM 4 (NYSDOT ITEM 304.05) UNDER 2.5" LOT: 4 (SEE PLAN) EXISTING ROAD COARSE MATERIAL WITH A STRAIGHT VERTICAL EDGE OF ASPHALT CONCRETE TOP COURSE (NYSDOT ITEM 403.178302), (WHERE APPLICABLE). VARIES AND TACK COAT ALL EXPOSED EDGES WITH RC-250 UN SUBLOT: - CO -PA ND VED SEWER FORCE MAIN TRENCH ITI 12" MIN. ON DRAWN BY: LC N.T.S. COMPACTED SUBGRADE BACKFILL WITH CLEAN BACKFILL WITH K-CRETE W/O PAVEMENT RESTORATION CHECKED: JCA/PMB MATERIAL (NO LARGE UNDER PAVED AREAS STONES OR DRIVEWAY PAVING SECTION ORGANICS) UNDER PROJECT: GIORDANO UN-PAVED AREAS. BACKFILL TO TOP OF PIPE WITH PIPE Ø POROUS FILL MATERIAL. DATE: AUGUST 19, 2026 12" MIN. 12" MIN. PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 DRAINAGE PIPE (SEE D 24" + PIPE Ø PLAN FOR MATERIAL, UNDISTURBED OR SIZE AND SLOPE) CRONIN COMPACTED EARTH SECTION D STORMWATER PIPE INSTALLATION NOTES 1. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 2. WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. SHEETING & BRACING ARE ALSO REQUIRED WHEN CLAY, SILT LOAM OR NON SOILS ARE ENCOUNTERED. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. ENGINEERING PROFESSIONAL ENGINEERING & CONSULTING 3. ALL DRAINAGE PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. 4. REFER TO PIPE MANUFACTURER SPECIFICATIONS FOR MAXIMUM COVER REQUIREMENTS. IF THIS IS NOT POSSIBLE THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER PRIOR TO CONSTRUCTION. (914) 736-3664 5. DRAINAGE PIPE RUNS SHALL MATCH MATERIAL AND SLOPE SPECIFIED ON PLANS. 6. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 6" BELOW BOTTOM OF PIPE AND REPLACED WITH 6" OF SAND. 39 Arlo Lane 7. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. Cortlandt Manor, New York 10567 8. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT. 9. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER. DD-3 STORMWATER PIPE INSTALLATION NTS CONSTRUCTION DETAILS AMENDED SITE DEVELOPMENT PLAN FOR CORTLANDT SELF-STORAGE, L.P. LOCATION: REGINA AVENUE TOWN OF CORTLANDT, NEW YORK REDI-ROCK BLOCK WALL N.T.S. SHEET 3 OF 5 CD-2.1 Page 107 ET RE ST AIN TM EAS CORTLANDT CORTLANDT GRADE AT NORTH END GRADE = 350.1 2ND FLOOR ELEVATION = 350.1 SITE DOOR CORTLANDT CORTLANDT 3'-0"W x 7'-0"H GRADE AT SOUTH END GRADE = 340.9 1ST FLOOR ELEVATION = 340.9 LOCATION MAP SCALE: 1" = 700' FRONT (EAST) SCALE: 1"=5' APPLICANT CORTLANDT SELF STORAGE, L.P. C/O MARK GIORDANO 44 REGINA AVENUE CORTLANDT MANOR, NEW YORK 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. REVISIONS 5 4 3 2 1 # REASON DATE MUNICIPAL TAX IDENTIFICATION: SECTION: 24.10 BLOCK: 1 1ST FLOOR LAYOUT LOT: 4 SCALE: 1"=5' SUBLOT: - DRAWN BY: LC 12 12 CHECKED: JCA/PMB 1 1 PROJECT: GIORDANO DATE: AUGUST 19, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 CRONIN ENGINEERING PROFESSIONAL ENGINEERING & CONSULTING 2ND FLOOR ELEVATION = 350.1 GRADE AT NORTH END (914) 736-3664 39 Arlo Lane Cortlandt Manor, New York 10567 GRADE AT REAR (WEST) DOOR DOOR 3'-0"W x 3'-0"W x FIRST FLOOR FLOOR PLANS CONSERVATION LINE 7'-0"H 7'-0"H GRADE AT SOUTH END 1ST FLOOR ELEVATION = 340.9 AMENDED SITE DEVELOPMENT PLAN FOR CORTLANDT SELF-STORAGE, L.P. SIDE (SOUTH) LOCATION: REGINA AVENUE SCALE: 1"=5' TOWN OF CORTLANDT, NEW YORK SHEET 4 OF 5 FP-3.1 Page 108 METAL ROOF: ET COLOR TO MATCH EXISTING BUILDINGS RE ST AIN TM EAS ALUMINUM GUTTERS AND LEADERS: COLOR TO MATCH EXISTING BUILDINGS CORTLANDT CORTLANDT ALUMINUM CORNER TRIM: COLOR TO MATCH EXISTING BUILDINGS DOOR 3'-0"W x METAL RIBBED SIDING PANELS: 7'-0"H COLOR TO MATCH EXISTING BUILDINGS GRADE AT NORTH END GRADE = 350.1 2ND FLOOR ELEVATION = 350.1 SITE CORTLANDT CORTLANDT GRADE AT SOUTH END GRADE = 340.9 LOCATION MAP SCALE: 1" = 700' 1ST FLOOR ELEVATION = 340.9 REAR (WEST) SCALE: 1"=5' APPLICANT CORTLANDT SELF STORAGE, L.P. C/O MARK GIORDANO 44 REGINA AVENUE CORTLANDT MANOR, NEW YORK 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. REVISIONS 5 4 3 2 1 # REASON DATE MUNICIPAL TAX IDENTIFICATION: SECTION: 24.10 BLOCK: 1 2ND FLOOR LAYOUT LOT: 4 SCALE: 1"=5' SUBLOT: - DRAWN BY: LC CHECKED: JCA/PMB PROJECT: GIORDANO 12 12 1 1 DATE: AUGUST 19, 2026 METAL ROOF: PATRICK M. BELL, P.E. COLOR TO MATCH EXISTING JOB #: 240101 LICENSE #087679 BUILDINGS ALUMINUM GUTTERS AND LEADERS: COLOR TO MATCH EXISTING BUILDINGS CRONIN METAL RIBBED SIDING PANELS: GRADE AT REAR (WEST) GRADE AT REAR ENGINEERING COLOR TO MATCH EXISTING BUILDINGS PROFESSIONAL ENGINEERING & CONSULTING DOOR DOOR 3'-0"W x 3'-0"W x (914) 736-3664 CONSERVATION LINE 7'-0"H 7'-0"H ALUMINUM CORNER TRIM: COLOR TO MATCH EXISTING BUILDINGS GRADE AT NORTH END 2ND FLOOR ELEVATION = 350.1 39 Arlo Lane Cortlandt Manor, New York 10567 SECOND FLOOR FLOOR PLANS AMENDED 1ST FLOOR ELEVATION = 340.9 SITE DEVELOPMENT PLAN FOR SIDE (NORTH) CORTLANDT SELF-STORAGE, L.P. SCALE: 1"=5' LOCATION: REGINA AVENUE TOWN OF CORTLANDT, NEW YORK SHEET 5 OF 5 FP-3.2