HomeMy WebLinkAboutPlanning Permit # 6/25/1996 ASS William F. Weld Paul Cellucci Jamess crerarysiotes Keconmmis oner
HIGHU�I Governor Lieutenant Govemor
Permit No.; 496-0308
PERMIT - NORTH ANDOVER
subject to all the terms, conditions, and restrictions printed or
`written below, and on the reverse sidee1e Ted NCO permission
enter uponrthe
granted to john Ferreira/North Andover
Street far the purpose of
State Highway known a$ Route 125 ed on site drainage systems to the
connecting existing and prop
state Drainage System on the northerly side of the roadway as
eanuar
indicated on plane submitted, dated y
The Grantee shall forward all copies of correspondence espect to the approval of between
the
Departments and Parties with r
intended discharge location of drainage flow from the subject site
to the MRD District Four Environmental Engineer.
WORK HOURS: 9 : 00 A.M. tbru 3:00 P.M. Monday thru Friday
Provisions shall be made for the ct safety t and
period. Protection of
Pedestrian Traffic during the constr
The work will be performed as per plans on file at the
Massachusetts Highway Department District Four Permits Office.
The Grantee shat l notify the District permits of work Engineer at (6,3.7)
648-6100, two (2) days prior to the star
The Grantee shall make contact with ofortyte g t Specialist
III via Pager Telephone Number #617-644-3604 ,
prior to start of work. No work shall be authorized without said
notification.
Massachusetts Highway Department-District 4 .519 Appleton St., Arlington, MA 02174 - (617) 648-6100
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The Grantee shall notify Dig-Safe at 1-800-322-4844 at least 72
hours prior to the start of work for the purpose of identifying the
location of underground utilities.
Dig-Bate # 960502226
A copy of this permit must be on the job site at all times for
inspection. Failure to have this permit available will result in
suspension of the rights granted by this permit.
All work shall be in compliance with the current edition of the
"Massachusetts Department. of Public works Standard Specifications
for Highways and Bridges"!
No work will be performed on the day before or',the day after a- long-
week-end which involves a holiday on any ;highway, roadway : or
property under the control of the Massachusetts Highway Department
or in areas where the work would adverse impact the normal flog
of traffic on the State Highway System-. hc�ur�. + h :
District Highway Director or his Represe
This permit is issued with the stipulation -that it may be modified
or revoked at any time at the discretion of the District Four
Highway Director or his representative without rendering said
Department or the Commonwealth of Massachusetts liable in any way.
Uniformed Police officers shall be in attendance ate all times while
work is being':. done under this permit.
All personnel who are working on the traveled way or breakdown
lanes shall wear safety vests and hard hats.
The furnishing and erecting of all traffic safety devices shall; be
the responsibility of the Grantee.
Cones and non-reflecting; warning devices shall not be left in
operating position on the highway when the daytime operations have
ceased. if it becomes necessary for this Department to remove any
construction warning devices or their appurtenances from the
project due to negligence by the Grantee all costs for this work
will be charged to the Grantee.
Flashing arrow boards will be used at all times when operations
occupy the roadway and shall be available for use at all times.
Necessary signs, barriers, cones, etc. shall conform with the
current Manual on Uniform Traffic Control. Devices.
Free flow of traffic shall be maintained at all times.
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Two way traffic shall be maintained at all times.
when in the opinion of the Engineer, this operation constitutes a
hazard to traffic in any area, the Grantee may be required to
suspend operations during certain hours and to remove his equipment
from the roadway.
Care must be taken not to interfere with underground structures
that exist in the area.
The Grantee will be responsible for any damage caused by his
operation to curbing, structures, roadway, etc. .
The Grantee shall be responsible for any "settlement'which may occur
as a result of the work done under this permit.
The Grantee shall be responsible for any ponding of water which may
develop within the State Highway Layout, caused by this work. y
water jetting of the trench area is prohibited.
When a snow or ice condition exists during the progress of this
work, the Grantee shall keep the highway well sanded to a point not
less than two hundred (200) feet beyond the limits of the barriers
and signs.
No work shall be authorized during snow, sleet, or ice storms and
subsequent snow removal operations., No bituminous concrete shall
be installed between November 15th and April 15th.
The Highway surface shall be kept clean of debris at all times and
shall .be thoroughly cleaned at the completion of this permit.
At the completion of this permit, I all disturbed areas shall be
restored to a condition equal or similar to that which existed
prior ; to the work.
Whenever trenches are cut in the travelled way the surface shall be
cut in straight lines using a concrete saw or other accepted
methods equipped to cut the full surfacing and including the
reinforcing steel on concrete roadways. The excavation shall only
be between these lines. The cutting operation shall not be done
with a backhoe, gradall or any type of ripping equipment.
The trench shall be backfilled with Controlled Density Fill (CDF) .
it must be batched at a concrete plant, is flowable, requires no
vibrating, and the finished product must be excavatable without the
use of power tools.
See the attached sketch for additional requirements.
11J6 THU 15: 55 FAX .�. �..� Z005
f
f
The material shall flow under and' around the pipe or conduit,
providing uniform support without leaving voids.
Flowable mortar shall be discharged from the mixer by a reasonable
means into the trench area to be filled. Filling operations shall .
proceed simultaneously on both sides of pipe or conduit so that
the two fills are kept at approximately the same elevation at all
times. An external load shall be applied to the pipe or conduit,
sufficient to hold it in place before filling.
A permanent patch shall then be placed consisting of 1 1/2" of
binder and 1 1/2" of top (class I, Bituminous Concrete Pavement -
Type I-1) to meet the existing pavement-surface grad:
After the work has been completed the Grantee shall use the Infra-
Red Method. as a surface treatment a minimum of one (1) foot beyond
the limitsof the trench.
The contractor, •when opening his trenc" bituminous- material or_,--
concrete surface, shall either use a jack-Hammer or saw to insure
the., l..east. ,amount,.i damage;.,to,,.thq_ road-
. k,
of the trench somewhat' parallel i
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If it becomes necessary to open the roadway surface in a larger
area than specified in this permit then the Grantee shall apply for
an additional permit to cover this project.
All utility companies -whose services are located within or adjacent
to the proposed installation areas shall be notified in writing ;of
the proposed installation at least '48 hours prior to the start of
any excavation in said areas. This is independent of the required
dig safe notification.
It' shall. 'be the responsibility of the Grantee to contact the
District Highway Director regarding the field location of any
underground traffic control devices on this project.
If the Grantee elects to use steel plates to protect the
excavations, they shall be of sufficient thickness to resist
bending, vibration, etc. under traffic loads and shall be anchored
securely to prevent movement. If these conditions are not met the
Grantee will be required to back fill and pave the excavations
daily. No trench shall be left open overnight.
Steel sheeting, shoring or bracing shall be driven or placed for
all depths over 5 feet. At the discretion of the state Engineer
said sheeting shall be left in place and cut off two (2) feet below
the surface.
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If the sidewalk area is disturbed, it shall be restored, full width,
in kind a minimum of five feet beyond any disturbed area as
follows.
After the subgrade has been prepared, a foundation of gravel shall .
be placed upon it. After being mechanically compacted thoroughly,
the foundation shall be at least 8 inches in thickness and parallel
to the proposed surface of the walk.
The concrete sidewalk shall be placed in alternate slabs 30 feet in
length (if applicable) . The slabs shall be separated by transverse
preformed expansion joint •filler 1/2 inch in thickness (shall
conform to AASHTO-M153) . Preformed expansion joint filler. shall be
placed adjacent to or around existing structures also. ,
On the foundation as specified above, the concrete (Air-Entrained
4000 psi, 3/4" 610) shall be placed in such quantity that after
being thoroughly consolidated in place it shall be 4 inches in
depth. At driveways, the sidewalk shad-,T- 6i 6. inches. iii ••depth•. -
The b,itumi.,r�ous co.ncretf.•p ,a p;sur.fa .
to a depth after rolling of :2 1/2 iriche
be !'1 1/-4 inches `in' thidness* ahc# its'".su= "-
1 1/4 inches below the parallel to the proposed grade of the
finished surface. The top course shall be 1 1/4 inches in
thickness after rolling.
It shall be the responsibility of the Grantee td replace all
pavement markings which have been disturbed'by this permit. These
pavement markings shall be restored within ten (10) days after this
work is performed or as deemed necessary by the District Highway
Engineer.
Any bound marked MHB shall not be removed or disturbed. If it
becomes necessary to remove and reset any highway bounds then the
Grantee shall .hire a Registered Professional Land Surveyor to
perform this work. It shall be the responsibility of this land
surveyor to submit to this office a statement in writing and a plan
containing his stamp and signature showing that said work has been
performed.
The Grantee shall indemnify and save harmless the Commonwealth and
its Highway Department against all suits, claims or liability of
every name and nature arising at any time out of or in consequence
of the acts of the Grantee 'in the performance of the work covered
by this permit and or failure to comply with terms and conditions
of the permit whether by themselves or their employees or
subcontractors.
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APPLICANT'S REPRESENTATIVE: John Ferreira
TELEPHONE NUMBER: 5'08--975-2574
(SEE OTHER SIDE FOR ADDITIONAL CONDITIONS)
No work shall be done under this permit until the Grantee shall
have communicated with and received instructions from the District
Highway Director of the Massachusetts Highway Department at 519
Appleton Street, Arlington, Ma. 02174 .
This permit shall be void unless the work herein contemplated
shall have been completed before June 25, 1997.
Dated at Arlington this 25th day of June',' -1996. ,
Massachusetts Highway Department,
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D-mi�9II,*?+i1h
District Highway Director
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