A.
Application: required. The form is available at the Planning Department.
B.
Filing fee: none.
C.
SEQR assessment form: required if SEQR determination is not completed at the time of preliminary plan approval or if the plans are significantly different from the approved preliminary plan. The form is available at the Planning Department.
D.
Public hearing: required if the plans are significantly different from the approved preliminary plans.
E.
Required document. Seven copies of the following are required:
(1)
The following information shall be denoted on each map:
(a)
The proposed name and location of development, the name of the subdivider and the name of the professional engineer or land surveyor who has designed and prepared the plans.
(b)
The name, date, North point and scale of each map.
(c)
Existing streets, buildings, easements, water bodies, streams and drainage channels, floodplains and base flood elevations and railroad rights-of-way.
(d)
The drawings shall be stamped by a professional engineer or a land surveyor, as appropriate.
(2)
Phased subdivision map. If the proposed final plan only encompasses a portion of the subdivision, a copy of the approved preliminary plans with the appropriate phase outlined shall be submitted as part of the final plan.
(3)
Subdivision plat map.
(a)
The following information shall be denoted:
[1]
The dimensions and areas of all proposed and existing lots. Bearings and distances shall be included.
[2]
The number of all lots and necessary lettering of street names.
[3]
Proposed streets, indicating which are to be private and which are to be public.
[4]
The name of the owners of all adjoining properties as disclosed by most recent municipal tax records.
[5]
All existing restrictions on the use of land, including easements, covenants, etc.
(b)
The plat map shall be stamped and signed by a land surveyor.
(4)
Construction improvement plans.
(a)
The following information shall be denoted:
[1]
The location of existing water mains, hydrants, sanitary sewers, storm sewers, catch basins, culverts and drains located adjacent to and on the property to be subdivided.
[2]
Details for all street work, storm drainage channels, structures and systems, retaining walls or other improvements to support cut slopes and embankments, bridges, sanitary sewer lines, culverts, hydrants, streetlights, curbs and gutters and any other required improvement. Improvements such as sidewalks, fences and driveways shall also be shown if required by the Planning Board. Profiles showing existing and proposed elevations along the center line of streets shall be shown. Where a proposed street intersects an existing street(s), the elevation along the center line of the existing street(s) within 100 feet of the intersection shall be shown.
(b)
If required by the Engineering Department, computations for the sanitary sewer lines shall be submitted on the Sanitary Sewer Computation Form, Form I.[1] Computations for waterlines and water pressure shall be submitted as required.
[1]
Editor's Note: Form I, the Sanitary Sewer Computation Form, is included at the end of this chapter.
(c)
The construction plans shall be stamped by a professional engineer.
(5)
Grading and drainage plan. The plan shall indicate a system of grading and necessary drainage structures to carry off and store or discharge the stormwater runoff and natural drainage water which originates not only within the subdivision's boundaries but also that which originates beyond the subdivision's boundaries and flows into it.
(a)
All rights-of-way, easements, street center-line gradients in percent, with arrows to indicate the direction of flows, and critical street center-line grades shall be shown.
(b)
The complete drainage system for the entire subdivision shall be shown graphically with all existing drainage features which are to be incorporated, properly identified as existing.
(c)
Boundaries of stormwater runoff watersheds for each drainage structure and their area in acres shall be shown. All drainage structures shall be identified by numbers. The information may be on a separate sheet, if necessary.
(d)
If required, the location of all test pits and borings and the description of soil conditions and the water table elevation.
(e)
If required by the Engineering Department, hydraulic computations indicating the adequacy of design shall be presented for all storm sewers, detention ponds and other facilities, including computations indicating the ability of the existing or new downstream stormwater facilities to accept the additional anticipated flow. The drainage computations shall be on the Drainage Computation Form, Form II.[2]
[2]
Editor's Note: Form II, the Drainage Computation Form, is included at the end of this chapter.
(f)
The location and profiles of all proposed open channels, swales and natural overland flows.
(g)
Stormwater detention pond locations and design, if required.
(h)
Pertinent existing natural features, such as wetlands, outstanding trees and outlines of densely wooded areas.
(i)
Erosion control plans, including temporary plans, if required.
(j)
Landscaping plans, if required.
(k)
Topographic contours of not greater than five-foot intervals.
[1]
Smaller or larger contour intervals, when advisable due to the terrain, shall be used when approved by the Town Engineer and the Planning Board.
[2]
Contours shall extend 50 feet beyond the subdivision boundary line.
[3]
Expansive off-site drainage areas may be indicated on a scaled map other than one inch equals 50 feet and at contour intervals of 10 feet when this data clearly identifies the drainage areas and is approved by the Town Engineer and the Planning Board.
(l)
A Stormwater Pollution Prevention Plan (SWPPP) consistent with the requirements of Articles I and II of Chapter 171, Erosion and Sediment Control, shall be required for final subdivision plat approval. The SWPPP shall meet the performance and design criteria and standards in Article II of Chapter 171, Erosion and Sediment Control. The approved final subdivision plat shall be consistent with the provisions of Chapter 171, Erosion and Sediment Control.
[Added 5-2-2007 by Ord. No. 2-2007]
(6)
The drawings shall be on sheets with an outside edge size of 24 inches by 36 inches.
[Amended 12-2-2009 by L.L. No. 15-2009]
(7)
The scale of the drawings shall not be greater than 50 feet to the inch. If more than one sheet is required, a clearly drawn match line shall be shown on each sheet.
(8)
The following statement will be on the cover sheet of the final plans signed by the developer and the developer’s professional engineer:
[Added 12-2-2009 by L.L. No. 15-2009]
On behalf of_____ (Developer-Applicant), we hereby certify and agree that the submitted plans meet all the requirements and specifications described in § 181-11 (Subdivision), and any other applicable sections of the Town of Union Code. Notwithstanding any notes, provisions or specifications in the plans, we agree on behalf of the Developer-Applicant that Town of Union Code specifications shall take precedence over any such notes, provisions or specifications which may be inconsistent with and/or not in conformance with the Town of Union Code specifications. We further agree that in the event of any inconsistency or ambiguity between the notes, provisions or specifications on the final plans and the Town of Union Code, that in all cases the Town of Union Code specifications shall be controlling with respect to the work, materials or other requirements. | |
_____________________ Signature of Developer | |
_____________________ Signature of Developer’s Engineer or Design Professional |