[Ord. 190 (71-4), 10/14/1971, Appendix 1; as amended by Ord. 490 (2017-05), 10/18/2017]
1. 
To be used in conjunction with § 22-604, Subsection 3, "Lot Layout in a Subdivision."
A. 
Lot Dimensions. The dimensions of the lots must conform to any applicable zoning ordinance [Chapter 27]. Where no such ordinance exists, the dimension and areas of lots must be determined with regard to the provision of public water and public sewerage and the results of soil percolation tests as follows:
Type of Dwelling
Public Water and Public Sewer
Public Water or Public Sewer
(but not both)
No Public Water or Public Sewer
Minimum Lot Size
(square feet)
Minimum Width
(feet)
Minimum Lot Size
(square feet)
Minimum Width
(feet)
Minimum Lot Size
(square feet)
Minimum Width
(feet)
One-family
7,500
70
12,000
80
20,000
100
Two-family
9,000
100
16,000
100
30,000
150
Mobile Home Park
5,000
50
12,000
75
20,000
100
The Planning Commission, in conjunction with the Pennsylvania Department of Environmental Protection, must analyze the results of the soil percolation tests performed on the subdivision, in accordance with § 22-205. On the basis of this analysis, the Commission may increase the minimum lot sizes and widths specified above.
Dwelling types other than those above may be built only where there is or will be public water and public sewer. For these dwellings the Planning Commission must set a minimum lot size, width and depth. In the case of mobile home subdivisions the minimum lot size and width shall be as indicated above.
B. 
Corner Lots. Corner residential lots must have enough extra width to permit appropriate setbacks from both streets. Generally, they should be 10 to 25 feet wider than interior lots.
C. 
Building Setback Lines. The building setback lines must conform to any applicable zoning ordinance. Where no such ordinance exists, the minimum setback from the center line of the right-of-way must be as follows:
Class of Street
Minimum Setback from Center line
Arterial or limited access Street
50 feet plus 1/2 the width of the right-of-way
Collector Street
30 feet plus 1/2 the width of the right-of-way
Minor Streets excluding Service Drives and Alleys
25 feet plus 1/2 the width of the right-of-way
In establishing the building setback lines for lines for any lots which abut on state highways the subdivider must consult with the Pennsylvania Department of Transportation.
[Ord. 190 (71-4), 10/14/1971, Appendix 2; as amended by Ord. 337 (92-4), 5/6/1992, § 22; and by Ord. 490 (2017-05), 10/18/2017]
1. 
Site.
A. 
Location and Design Standards.
(1) 
Layout of Lots. All lots shall abut a street. Side lot lines laid out in rectangular blocks should be diagonal to the street at an angle of 30° from perpendicular. Front and rear lot lines in rectangular blocks shall be straight and continuous. In cul-de-sac arrangements, the side lot lines shall be radial to the street lines.
(2) 
Lot Dimensions. The dimensions of the lots must conform to the Glen Rock Borough Zoning Ordinance [Chapter 27] or as specified in the table under the heading "Lot Dimensions" in Appendix 22-10-1 of this Chapter until such time that a zoning ordinance is adopted by the Borough. The Planning Commission may permit a subdivider to utilize any lot size approved by the Pennsylvania Department of Environmental Protection, regardless of the public utilities available and provided it is not less than 5,000 square feet in area and not less than 50 feet wide. In addition each mobile home lot size shall:
(a) 
Fit dimensions of mobile homes anticipated.
(b) 
Provide for mobile home appurtenant structures and appendages.
(3) 
Corner Lots. Corner Lots for mobile home use shall have extra width to permit appropriate building setback from and orientation to both streets.
(4) 
Building Setback Lines. The building setback lines shall conform to any applicable zoning or mobile home park ordinance. Where no such ordinance exists, or if the mobile home park is located in an area not controlled by Borough subdivision regulations, the minimum setbacks from the lot line shall be as follows:
(a) 
Park boundary property line: 10 feet.
(b) 
Front yard: 20 feet.
(c) 
Side yard: five feet.
(d) 
Rear yard: 10 feet.
(5) 
Buffer Strip and Screening. Where a mobile home park abuts a major street or is located adjacent to industrial or commercial properties, a planting screen at least 15 feet wide or approved fencing shall be provided along the abutting side separating the park and such adjacent nonresidential uses. Streets in the park that are proposed for dedication to public use shall provide right-of-way widths as follows:
Type of Street
Minimum Right-of-Way
Collector Street
60 feet
Minor Street
50 feet
2. 
Street Alignment and Gradient.
A. 
General Requirement. Streets should be adopted to the topography and shall have suitable alignment and gradient for safety of traffic, satisfactory surface and ground water drainage, and proper functioning of sanitary and storm sewer systems.
B. 
Street Grades. Center line grades should not be less than 1/2%. Center line grade should not exceed the following:
(1) 
Collector Streets: 7%.
(2) 
Minor Streets: 12%.
Where the grade of any street at the approach to an intersection exceeds 7%, a leveling area should be provided having not greater than 4% grades.
C. 
Intersections.
(1) 
Street intersections should generally be at right angles. No street should intersect another at an angle of less than 75°.
(2) 
Offsets at intersections and intersections of more than two streets at one point should be avoided.
(3) 
Streets entering opposite sides of another street should be laid out either directly opposite one another or with a minimum offset of 150 feet between their center lines.
(4) 
Minimum curb radii at street intersections should be as follows:
Intersection
Pavement Edge
Collector with Public Road
20 feet
Collector with Collector
20 feet
Collector with Minor
20 feet
Minor with Minor
15 feet
3. 
Extent of Improvements.
A. 
General Requirements. The street improvements should:
(1) 
Extend continuously from the existing improved street to provide access to each mobile home lot and other facilities in the park.
(2) 
Provide convenient circulation of vehicles.
B. 
Street Surfacing. Streets should be surfaced to the grades and dimensions shown on the street profile and cross-section plan submitted and approved with the final plan. The paving and wearing surface should be constructed according to the following specifications:
(1) 
Minor and Collector Streets. For construction of surface course and base course Pennsylvania Department of Transportation Specifications, 1967, Form 408/67 as amended or supplemented shall apply. Base course must be at least eight inches in depth after compaction.
C. 
Blocks. The size and shape of blocks shall be determined with regard to:
(1) 
Zoning requirements as to lot size.
(2) 
Need for convenient access, automotive and pedestrian movement.
(3) 
Providing desirable lot depths for interior walkways and easements for utilities to be located within the block.
(4) 
Blocks shall not exceed a maximum length of 1,100 feet.
D. 
Walks. Pedestrian interior walks may be required where essential to assist circulation or pedestrian movement and safety to important facilities in the park.
(1) 
Width. Width generally should be at least three feet for walks on individual lots and a minimum of four feet for common walks.
E. 
Easements.
(1) 
Use. Easements shall be provided for all utilities not located in a street and for well-defined watercourses.
(2) 
Width. Utility easements shall have a minimum width of 15 feet. Easements for natural watercourses shall be of sufficient width to permit maintenance and provide for future flow.
(3) 
Location. Easements shall be centered on or adjacent to side and rear lot lines whenever possible.
F. 
Recreation Area and Facilities. Recreation areas and facilities, such as playgrounds, swimming pools, and community buildings should be provided to serve the needs of the residents the park is designed to serve.
(1) 
Size of Recreation Area. Where recreational facilities are provided not less than 8% of the gross site area should be devoted to these facilities, generally provided in a centralized location, or decentralized in larger mobile home parks.
G. 
Storm Drainage. Drainage facilities shall be provided:
(1) 
To permit the unimpeded flow of natural watercourses.
(2) 
To protect structures and mobile home stands.
(3) 
To provide safe and convenient use of streets, lot areas and other facilities in the park.
Where the construction of streets and necessary stormwater system in a park is such that the direction of stormwater flow is diverted to affect surrounding properties, the developer shall obtain sufficient drainage easements to provide adequate disposal of the stormwater.
H. 
Sanitary Disposal.
(1) 
Sanitary Sewers.
(a) 
If the mobile home park can be served by the extension of an existing public sanitary sewerage system, as determined by the Planning Commission, the developer shall provide lateral connections to each mobile home lot.
(b) 
Where a sanitary sewer is not accessible, the developer shall provide a sewage disposal system meeting the requirements and approval of the Pennsylvania Department of Environmental Protection.
(2) 
Water Supply.
(a) 
Public Water Supply. If the mobile home park can be served by the extension of an existing public water supply system, as determined by the Planning Commission, the developer shall construct a system of water mains and connect with such water supply system and provide a connection for each lot.
(b) 
Where a public water supply system is not available, the developer shall provide a water system meeting the requirements and approval of the Pennsylvania Department of Environmental Protection.
I. 
Street Lights. Street or onsite lights shall be provided to illuminate streets, driveways and walkways for the safe movement of vehicles and pedestrians at night. Their type and location shall be shown on the plan.
J. 
Underground Utilities. Electric, telephone and all other utilities' facilities shall be installed underground unless, in the opinion of the Planning Commission, special conditions require otherwise.
K. 
Landscaping.
(1) 
Planting is required to the extent needed to provide for:
(a) 
Screening of objectionable view.
(b) 
Adequate shade.
(c) 
A suitable setting for the mobile homes and other settings. Planting shall be hardy, appropriate for use and location, and planted so as to thrive with normal maintenance.
(2) 
Screen planting shall be adequate to screen objectionable view effectively within a reasonable time. Views to be screened include laundry drying yards, garbage and trash collection stations, nonresidential uses and rear yards of adjacent properties.
[Ord. 190 (71-4), 10/14/1971, Appendix 3]
1. 
The following specifications shall apply in the construction of roads within resort-type subdivisions as defined by this Chapter. Overall reference for the specifications is the Pennsylvania Department of Transportation's Specifications, 1967.
A. 
The base course shall consist of six inches of compacted crushed stone constructed according to the specifications as set forth in Form 408/67 as amended or supplemented in the Pennsylvania Department of Transportation's Specifications, 1967.
B. 
The bituminous surface course shall be constructed as follows:
(1) 
The base to be treated shall be thoroughly compacted, true to line, grade and cross-section as shown on the accepted drawing and swept or otherwise cleaned of all dust, mud and foreign material and shall be thoroughly dry before any bituminous material is applied. The bitumen shall be applied with a power distributor of approved type under a pressure of not less than 40 pounds per square inch.
(2) 
The prime coat shall be applied at the rate of 0.2 — 0.3 gallons of bitumen per square yard. Traffic shall not be permitted on the primed based until the bitumen has penetrated, dried and will not pick up under traffic. After the prime application has thoroughly set up the second application shall be applied at the rate of 0.4 — 0.5 gallons of bitumen per square yard. Immediately behind the second application of bitumen the coarse aggregate shall be uniformly spread at the rate of 40 — 50 pounds of crushed stone per square yard by means of spreader boxes, or approved mechanical equipment, or from moving vehicles equipped to distribute the material in a uniform layer. As soon as possible after the aggregate has been spread it shall be rolled to the full width by a smooth wheel power roller weighing not less than eight tons.
(3) 
Rolling shall progress gradually from the sides to the center, parallel with the center line of the road and lapping uniformly each preceding track by 1/2 the width of the track, and shall continue until the coarse aggregate is thoroughly keyed into the bitumen. Prior to applying the bitumen for the seal coat all loose and excess aggregate shall be removed from the road surface. The seal coat of bitumen shall be applied at the rate of 0.3 — 0.4 gallons of bitumen per square yard and in the manner described above for "Second Application," to be followed by the seal coat of aggregate uniform spread at the rate of 30 — 40 pounds of crushed stone per square yard.
Seasonal Limits. No material shall be placed when either the temperature of the air or base on which the material is to be placed is 50° F., and falling or during unfavorable weather. See §§ 22-802 and 22-803 of this Chapter.