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The deceleration lane has been lengthened as requested in the review comments by Jim Bubaris, P.E. in
his memo to Michele R. Lipe, Town Planner dated February 8, 2011. Existing trees to be removed and
the proposed grading for the construction of the lane is shown on Sheet No. GU-1. Also, a note has
been added regarding final design of the lane to be approved by the CTDOT.
12. Revise and add to Note 44 on Sheet GU-1:modify the catch basin with a wall to separate the pipes on
the west side of this basin from the pipes on the east side.
Note 44 on Sheet No. GU-I has been revised to add the wording"modify the catch basin with a wall to
separate the pipes on the west side of this basin from the pipes on the east side".
13. Modify the proposed grades in the existing small detention basin to bury the proposed extension pipe
and allow for a flow path back to the inlet pipe between elevation 86 and 86.77.
The grading of the small basin has been revised to bury the proposed pipe and create an earth berm on
its west side to lengthen the flow path from the inlet to the outlet and is shown on Sheet No. GU-2.
14. The sidewalk ramp detail needs to be modified to show 15 feet between every preformed expansion
joint.Also add a detectable warning strip to this detail per ADA guidelines.
The sidewalk ramp detail has been revised to show 15 feet between performed expansion joints. The
detectable warning strip has also been added to the detail as shown on Sheet No. DN-1.
15. Revise the detail for the Monolithic Concrete Walk to show Class F Concrete.
The note has been revised to show Class F concrete for the Monolithic Concrete Walk detail as shown
on Sheet No. DN-1.
16. On sheet DP-1 show the sanitary sewer pipe to be removed back to the existing SMH that is just west
of the western property line. Also add a note to rebuild this manhole and invert as necessary to
accommodate removal and/or replacement of the pipe and any new flows from the proposed
development
Labels have been added on Sheet No. DP-I for the removal of the existing sanitary sewer pipes and
manholes in the area of the proposed development. A label has also been added to modify the existing
manhole and invert to accommodate the new sewer lateral from the proposed building.
17. Will the existing post and rail fence on the northern side of the property be removed? If so it should be
labeled accordingly.
The Limit of fence removal has been revised and is shown on Sheet No. DP-I.
18. Consideration should be given to connect the sanitary lateral from the building to the existing sewer
main in Sullivan Avenue. If this is not feasible, an easement agreement must be developed by the
applicant and approved by the Town to allow the sanitary lateral connection to the private manhole on
the property at 1744 Ellington road as currently shown.
Due to the elevation of the existing sanitary sewer main in Sullivan Avenue, the sewer lateral from the
proposed building will drain by gravity to the existing sewer manhole to the west on the property of
land now or formerly of Richard S. Kelley. Our office will coordinate with the WPCA any required
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