HomeMy WebLinkAboutApplication Files_82693_pg0800 4. Install and stabilize the detention basin and swale on site first.
Public Works
1. Three complete sets of approved/revised plans to be provided to Town prior to start of
construction. They will be stamped by the Planning Department along with plans developer
needs. Only approved plans are to be used on the job site.
2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major
construction work in Ellington Road / John Fitch Boulevard with inspections and testing per
Developers Checklist for the following:
a. After site is staked out
b. All drainage work
c. Preparation of subgrade, compaction tests as per Developer's checklist
d. Placement of bituminous concrete,two(2) inch layers maximum
3. E & S Bond is due now before any site work begins and a Storm Water Bond will be due before
storm water structures are due.
4. A drain layers permit is needed to install the sewer main. Separate permits will be needed to
connect buildings. The connection fee is due before the 1't building is connected.
5. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer
grinder pump system shall be presented to the Town Engineer prior to installation.
6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
7. Progress As Built.Plans are to be submitted to the Town Engineer for approval prior to paving
and after subgrade formation. Show elevations and location of all storm drainage and sanitary
sewer.
8. An as built plan will be required for the improvements to [Road]. A separate as built plan will be
required.
9. As built plans are to include horizontal and vertical location of all underdrains, footing drains,
and sanitary sewers and house service laterals located as per revised as-built checklist.
10. All pipe and structures to be backfilled with free draining material compacted in maximum one
foot lifts with approved compaction equipment or approved equal if deep trench is encountered.
Any pipe or structure work requires inspection prior to backfilling.
11. Any problems and/or questions regarding construction of this project will be directed to Aaron
Capone in the field at phone 860-218-5360.
12. All filling to be done in accordance with Department of Transportation specifications: To be
compacted in maximum lifts and tested as necessary.