The following inspections of the required improvements will
be made by the Board's engineer or authorized agent. These inspections
may be in addition to any other inspections the Board may make or
cause to be made.
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 §
530-5.3. No fill shall have been placed at the time of this inspection.
B. Second Inspection. An inspection will be made of the outfall, which
shall be laid as the first part of the drainage system, and which
shall be placed above the ten-year flood elevation, or at higher elevation,
if required by the Planning Board [§ 530-4.3B(4)]. The Engineer
shall be satisfied that the placement of the outfall is consistent
with the requirements of these Regulations, the Definitive Plan, and
the existing conditions of the site. Upon approval, the Engineer shall
require that the outfall be permanently set to the line and grade
approved; and shall require that the applicant, either at that time
or prior to the third inspection, submit certification of the final
invert elevation at the outfall.
C. Third Inspection. 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 municipal
services (without backfill) as required on the Definitive Plan. The
inspection of the required municipal services will be made by the
agency responsible for the particular service. Each agency so involved
will notify the Board's Engineer of the approval of such work.
(1)
Backfill of any portion of the drainage system or municipal
services shall not be made until after receipt of notification of
approval or acceptance by the Engineer or agency responsible.
(2)
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 Planning Board may not release the bond or covenant
applicable until such work has been performed to the satisfaction
of the Planning Board.
D. Fourth Inspection. An inspection will be made of the compacted fill as specified in §
530-5.6 and as may be required to bring the roadways to their proposed grades. The applicant shall notify the Engineer as to his source of gravel for fill as soon as such information is known, so that samples may be taken and analyzed by the Engineer. The applicant is hereby advised not to proceed with the filling operation until such time as the Engineer notifies the applicant that the gravel proposed for the fill is acceptable, if the applicant proceeds with the fill prior to such notice he does so at his own risk. The applicant shall not use a gravel source other than the one designated without prior notice to the Engineer.
E. Fifth Inspection. An inspection will be made of the first six-inch layer of compacted roadway foundation as specified in §
530-5.7. A gravel sample or samples may be taken at the option of the engineer, in the same manner as prescribed for the Fourth Inspection.
F. Sixth Inspection. An inspection will be made of the final six inch
layer of compacted roadway foundation. Where precast concrete or granite
curb is to be used, it shall be installed prior to this inspection.
G. Seventh Inspection. An inspection shall be made of the completed
bituminous concrete base course prior to the placement of the surface
course.
H. Eighth Inspection. An inspection will be made of the completed Class
I Bituminous Concrete Pavement Type I-1 for the roadway surface. Samples
of the mix may be taken by the Engineer for purposes of performing
a penetration test in order to compare the sample with the jobmix
formula previously submitted.
I. Ninth Inspection. An inspection will be made of all work as required
on sidewalks, curbing, grass plots, side slopes, monuments, bounds
and street signs.
J. Tenth Inspection. A final inspection will be made of all subsequent
work as required herein or on the Definitive Plan, to include the
final clean-up.