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Marlgorough Massachusetts
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TYPICAL CROSS SECTIONS
(Amended 7/18/88)

        
All plan submittals shall use "Typical Section 1" included in "Appendix F" of these regulation, as a basis of design unless another typical section is approved in writing by the Marlborough Planning Board.

1.Granite curb inlets (6'x6"x18") shall be utilized at all catchbasins.

2.Generally, main surface water drain lines shall be placed on the high side of the road and all other utility lines located respectively in accordance with the typical section.

3.Water and sewer utilities shall be installed in accordance with the most recent provisions of the City of Marlborough Water & Sewer Ordinance.

4.Excavations and backfilling of all utilities shall be in accordance with the requirements of the Marlborough Department of Public Works.

5.Design of utilities and structures shall meet the latest State standards and local D.P.W. regulations as applicable.

6.Wheelchair ramps will be provided as depicted in "Appendix I".

7.Vertical granite curbing may be required along all streets where maximum slope regulations have been waived.   Limits shall be determined by the City Engineer.

8.Grade and alignment stakes shall be set for each utility and for the road construction.


 

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