Coordinate Elevations shown in the Stormwater Report with the elevations shown on the Infiltration Basin Details on Sheet C601 for all storm events and confirm that there will be no outflow discharge over the Outlet Structure grate for the 100-Year Storm Event.
Engineering certifications should be provided on the plans and within the submitted drainage calculations indicating project compliance with RSIS criteria.
The extent and specific design grading, cross sections and profiling associated with all Sam Road roadway improvements should be included on the plan. All road improvements including curb, sidewalk and pavement widening should be extended to the tracts Northerly property line.
The map could be revised to remove the proposed improvements for clarity sake.
The map should be revised to include a new six-foot-wide shade tree and utility easement along the new right of way lines.
The map should be updated to show the required file map monuments. In addition, the unmarked outbound corners will need to be cut prior to the filing of the map.
The map should be updated to include bearings and distance for the 50' riparian zone limit line and wetland line. Ties to property corners should also be provided.
The map should be revised to include the outbound bearing and distances.
A north arrow should be added to the map.
The map should be updated to be in conformance with the following township code:
The final plat shall be based on a monumented, current, certified boundary survey. The date of the survey and the name of the person making the same shall be shown on the map. If 12 months or more have passed since the date of (or date of last recertification of) the survey, it shall be recertified and, if necessary, brought up to date. Any necessary revisions from the survey used as a base for the preliminary plat shall be specifically noted. The outbound survey and subdivision shall be in New Jersey State Plane Coordinates, North American Datum, 1983. To assure the compatibility of the survey and data and the Geographic Information System (GIS) in the course of development in the Township, the basis of bearings for all surveys must be stated in the New Jersey Plane Coordinate System, as adopted by the state statutes and standards. The final subdivision plat must contain a factual statement indicating the control monuments and methodologies used to establish the bearing system. Bearings shall be stated in degrees, minutes and seconds (as whole Integer). Survey distances defining the property and plane coordinate values of the description point of beginning and one other property corner shall be stated. Property surveys must close mathematically in all cases. Coordinated positions, bearings and distances, including the methodology for their establishment, must meet or exceed the published standards for Third Order, Class I accuracy.
The map should be updated to be in conformance with the following requirement:
A key map, at a scale of not less than one inch equals 2,000 feet, which shall be based on a reproduction of the Tax Map sheet, or portions thereof, and shall show the subject site with reference to surrounding areas, existing streets, the names of all such streets and any zone boundary or municipal boundary within 500 feet or the property in question.