A. 
Grading. Streets shall be graded as established on the preliminary plan and as reviewed by the Engineer.
B. 
Cross drains. Cross drains shall be a minimum of fifteen-inch reinforced concrete or bituminous covered corrugated metal pipe and shall be placed wherever necessary to transfer water across roads to a natural watercourse and at road intersections where needed.
C. 
Curbing. Curbing shall be of concrete or of a bituminous mix and either of straight, battered or rolled design.
D. 
Base course. Base course shall be eight-inch-thick (rolled measurement) native stone, limestone, or crushed slag properly graded and meeting the requirements of the current specifications of the Pennsylvania Department of Transportation (PennDOT), Form 408, and subject to their complete tests. Lesser base courses, to a minimum of six inches, may be authorized by the Planning Commission on advice of the Engineer on smaller streets where the character of the drainage of the subgrade, the size of the subdivision and nature of the traffic warrants.
E. 
Pavements.
(1) 
A 2 1/2 inch bituminous plant-mixed surface shall be placed on the prepared base to meet the requirements of the specifications of the Pennsylvania Department of Transportation (PennDOT), Form 408. Where a six-inch base is authorized, a bituminous surface treatment in accordance with an AT-1 specification complying with the Pennsylvania Department of Transportation (PennDOT), Form 408, may be used.
(2) 
Where concrete pavement is used, the standard requirements of the Pennsylvania Department of Transportation (PennDOT) shall govern and all work shall be performed in the manner prescribed in the standard specifications for road construction of said Department, and shall be approved by the Engineer. Local streets shall be at least eight inches in thickness, and conform to other specifications of the Pennsylvania Department of Transportation (PennDOT). Either type of pavement listed above must be approved by the Commission and Engineer before application. Said installation shall be under the direct supervision of the Engineer.
Sidewalks, where deemed necessary by the Commission, shall be of portland concrete four inches in thickness, except at driveways where there shall be a minimum of six inches. Sidewalks shall be a minimum of four feet in width, and shall be a uniform distance of 24 inches from the inner line of the curb and should be constructed one inch higher than top of curb and shall rise 1/4 inch per foot for full width of walk. In commercial districts and on lots fronting public and semi-public use, the Commission shall specify the width of sidewalk and planting strip.
Street name signs shall be installed at each street intersection in accordance with standards established by the Council.
Should the subdivider plan to provide trees, their proposed locations, spacing, and species must be submitted for approval by the Commission. On narrow rights-of-way or where the planting strip between sidewalk and the curb is less than five feet wide, trees will not be permitted, but are to be placed inside the property lines.
A. 
Installation of sanitary sewers shall be made in accordance with the regulations of the Commission and Municipal Authority and shall be subject to inspections by the Engineer.
B. 
Laterals shall be extended to the center of the street and connected to trunk lines provided to connect into major trunk lines of the municipal sewer system where the nearest trunk line is not more than 1,000 feet from a tract boundary of the subdivision.
C. 
In areas where the municipal sewer system is planned, but not yet available, laterals shall be extended to the center line of the street and connected to a trunk line extending to that edge of the subdivision closest to the street connecting point of the trunk line. Said trunk shall then be capped until such time as the major trunk is available.
D. 
House lines, laterals, trunks, manholes and other appurtenances shall be of such size, spacing, and grades as specified by the Municipal Authority.
E. 
Connection of any stormwater into sanitary sewers shall be prohibited.
F. 
On-lot septic tanks and other private sewer systems will be permitted in areas where the municipal sewer system is not now available (more than 1,000 feet from a tract boundary), is not planned, or when no right-of-way can be secured by easement through adjoining property to a public sewer.
G. 
Septic tanks and private sewer systems shall be subject to approval of drawings and design by the Engineer and of standards and requirements of the Department of Health.
H. 
Plans of project sewer systems shall be subject to approval by the State Department of Health (Environmental Protection), and inspected by the Engineer before acceptance. New project sewer systems, except those with complete treatment plants, shall be connected to the available municipal sewer system.
I. 
All individual properties now using sanitary sewer facilities and all future properties requiring sanitary sewerage shall be connected to the municipal sewer system when and where it is available.
A. 
Storm sewers shall be located within a street right-of-way or utility easement in a manner approved by the Commission.
B. 
Storm drains shall have a minimum diameter of 15 inches and a minimum grade of 0.50%.
C. 
Manholes shall have a spacing of 300 feet or less for pipes 21 inches in diameter or smaller, and not more than 450 feet for pipes 24 inches and larger. Manholes shall also be installed at all grade changes, street alignment changes and pipe size changes. When approved by the Engineer, inlets may be substituted for manholes.
D. 
Bridges and culverts shall be designed to support the expected loads and carry expected flows, and shall be constructed the full width of the right-of-way.
E. 
Inspection of the storm drainage system shall be made by the Engineer.
A. 
If public water is available or definitely planned for the area, provisions shall be made for its immediate or eventual use.
B. 
Individual wells or project wells for water supply shall be approved by an office of the Pennsylvania Department of Health (Environmental Protection) or an approved public health authority and a copy of the approval shall be submitted to the Commission.
C. 
Inspection shall be by the local Health Officer or Engineer.
Monuments shall be placed at all block corners, angle points, points of curves in streets, and intermediate points as determined by the Engineer. Monuments shall be such size, length and material as approved by the Engineer.