All work performed as a consequence of these
rules and regulations shall be subject to the review of the Board
which shall approve or reject each phase or portion of such work and
at completion shall recommend the acceptance of all work or disapproval
of the work with reasons therefor. The Board will employ a registered
professional engineer to act as its agent in the inspection of the
work to insure compliance with those rules and regulations and to
report to the Board recommendations as to approval or disapproval
of the work. The applicant will engage the services of a professional
engineer throughout both the design and construction phases of the
work who will act as agent with the Planning Board engineer or the
Town Engineer and who will submit to the Planning Board a certified
inspection report. Such engineer may make certain inspections as prescribed
herein in order to check the adequacy of the work at various stages
prior to such work being covered by subsequent work. However, the
Board, its engineer, and such other persons as the Board may designate
shall have the right to inspect the work at anytime. Therefore, the
applicant shall at any time provide safe and convenient access to
all parts of the work for inspection by the Board or its authorized
agents.
All work which has been disapproved or is not
acceptable to the Board shall be removed and replaced or otherwise
corrected to the point of complying with the requirements of the Board
for acceptance. Any work which has been covered by subsequent work
prior to acceptance or is otherwise not available or obscured to the
point of rendering inspection of the work difficult shall be considered
to be not acceptable to the Board. Such subsequent work shall be removed
as directed by the Board's engineer to insure availability of the
work to be inspected as required herein. The release of the performance
guarantee shall depend upon the acceptance of all work prescribed
herein and on the definitive plan and as directed by the Board.
The following inspections of the required improvements
will be made by the applicant's engineer and may be verified by the
Board's engineer. These inspections may be in addition to any other
inspection the Board may make or cause to be made. All sampling and
testing of materials shall be performed by qualified personnel acceptable
to the Town and shall be at the applicant's expense. At the discretion
of the Board's engineer or the applicant's engineer, additional sampling
may be required.
A. First inspection. An inspection will be made of the work upon completion of all clearing, grubbing and excavation and all work incidental thereto as may be required or implied in §
801-39. No fill shall have been placed at the time of this inspection.
B. Second inspection.
(1) An inspection will be made of the completed drainage
system (without backfill) as required or implied herein or on the
definitive plan. At the same time, or such other time as the work
may be available, an inspection will be made of the completed utilities
(without backfill) as required on the definitive plan. The inspection
of the required utilities will be made by the agency responsible for
the particular service as well as by the applicant's engineer. The
Board's engineer shall also be notified so that he or she may inspect
the utilities prior to backfill. Each agency so involved will notify
the Board's engineer of the approval of such work.
(2) Backfill of any portion of the drainage system or
utilities shall not be made until after receipt of notification of
approval or acceptance by the applicant's engineer or agency responsible.
(3) The inspection of the construction of the ways shall
include the inspection of the backfilling and compaction of all utility
trenches as may be installed by utility companies, and such work shall
be performed in the manner as required by these rules and regulations.
It shall be the applicant's responsibility to insure compliance with
these requirements. If, in the opinion of the Planning Board, the
backfilling and compaction of utility trenches and the patching of
the pavement, if required, has not been performed in accordance with
these rules and regulations, the Board's engineer may require compaction
tests and the Planning Board may not release the bond or covenant
applicable until such work has been performed to the satisfaction
of the Planning Board.
C. Third inspection. An inspection will be made of the compacted fill as specified in §
801-43 and as may be required to bring the roadways to their proposed grades. The applicant shall notify the Town and the applicant's engineer as to the source of gravel for fill as soon as such information is known, so that samples may be taken and analyzed by the Town and the applicant's engineer. The applicant is hereby advised not to proceed with the filling operation until such time as the Town and the applicant's engineer notifies the applicant that the gravel proposed for the fill is acceptable, if the applicant proceeds with the fill prior to such notice this act shall be at the applicant's own risk. The applicant shall not use a gravel source other than the one designated without prior notice to the Board and the applicant's engineer. Compaction tests shall be required and submitted to the Board's engineer.
D. Fourth inspection. An inspection will be made of the first six inch layer of compacted roadway foundation as specified in §
801-44. A gravel sample or samples may be taken at the option of the applicant's engineer, in the same manner as prescribed for the third inspection. Compaction tests shall be required and submitted to the Board's engineer.
E. Fifth inspection. An inspection will be made of the final six-inch layer of compacted roadway foundation (prior to the application of the asphalt penetration) as specified in §
801-44 and gravel samples may be taken by the Board's engineer. Compaction tests shall be required and submitted to the Board's engineer.
F. Sixth inspection. An inspection of the binder course
of mix during placement and following completion. If required, samples
of the mix shall be taken by the applicant's engineer or the Board's
engineer for the purposes of performing extraction tests, compaction
tests or pavement thickness tests. Core drill samples may be required
at the applicant's expense. Certified paving slips indicating bituminous
concrete quantities shall be submitted to the applicant's engineer
who will tabulate the quantities and check the correlation with the
anticipated qualities and then forward the slips and a report to the
Board's engineer.
G. Seventh inspection. An inspection of the top course of mix before, during and following the placement of the mix shall be performed. A tack coat shall be applied to the binder course of mix prior to placement of the topcoat where required by the applicant's engineer or the Board's engineer. The requirements regarding sampling, testing and quantity slips indicated in Subsection
F for binder course shall also apply to the top course.
H. Eighth inspection. An inspection will be made of all
work as required on sidewalks, curbing, grass plots, side slopes,
monuments, bounds and street signs.
I. Ninth inspection. A final inspection will be made
of all subsequent work as required herein or on the definitive plan
to include the final cleanup.