HomeMy WebLinkAbout1982-08-04 Draft Decision DEF SUB BEAR HILL
DRAFT DECISION
MOTION : To approve the Definitive Plan of Land entitled "BEAR
HILL" by Frank C . Gelinas and Associates , Inc . and dated
April 26 , 19,92 with the following conditions -
1 . That the record owners of the subject land forthwith execute
and record a "covenant" running with the land , or otherwise
provide security for the construction of ways and the installa-
tion of municipal services within said subdivision , all as
provided by G . L . Ch . 41 , Section 81-U .
2 . That all such construction and installations shall in all
respects conform to the governing Rules and Regulations of
this Board .
3. That no work shall be done in the subdivision until security
in the form of a bond or covenant has been duly recorded and
the plans are signed and recorded.
4 . That any changes made to the definitive plan by other town
agencies or officials shall be submitted to the Planning Board
by the applicant prior to implementation in the field .
* for approval
5 . All street trees shall conform to the Tree Warden ' s specifications .
6 . That a Notice of Intent , if applicable , shall be filed with the
North Andover Conservation Commission pursuant to M . G . L . Ch . 131 ,
Section 40 . If applicable , a Certificate of Compliance shall be
obtained from the Conservation Commission for any order of
conditions prior to the final release of any bond or covenant .
7 . The applicant/owners shall provide written proof of the owner-
ship and/or status of Appleton Street from Dale Street easterly
to and including Lot A prior to the Planning Board ' s endorsement
of the plan . If Appleton Street is deemed a private way , the
applicant/owner shall obtain written approval on a form satis-
factory to the Planning Board that said way can be accepted
as a public way after completion of construction .
8 . If the proposed subdivision is not serviced by the proposed
sewer system , then said subdivision shall be re-submitted to
the Planning Board pursuant to M . G . L , Ch . 41 , Section 81 -W .
9 . All lots which cannot be serviced by a gravity sanitary sewer
system directly to the street shall not be built upon until
written approval is obtained from the Board of Health and the
Board of Public Works and shall be submitted to the Planning
Board for approval that said lots and/or construction of such
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do not adversely affect the subdivision drainage system.
Notation to be placed on the plan to be recorded .
Note : The applicant should be aware of the fact that the
drainage from his property should not create an adverse
impact on anyone else ' s property .
10 . In accordance with the Fire Department ' s letter dated June 1 ,
1982
a ) One 12 inch water main s,iall be extended westerly on
Dale Street to Winter Street providing a looped water
supply system .
b) All fire hydrants shall be fully equipped with one 4?"
outlet and two 2," outlets ,
c ) The proposed hydrant at the intsection of Road A and Road C
be centrally located across from Road C .
d ) All homes constructed on lots 32 , 33 , and 34 require a
residential sprinkler system to be connected to the pro-
posed water supply system prior to meter entering residence .
Additionally , said lots shall have installed one emergency
reservoir .
e ) The developer is required to purchase/obtain box numbers
from the Fire Chief, install and wire all fire alarm boxes ,
including those at the corner of Road A and Road B and
Road A and Road C to be in accordance with the approval
procedure of the Fire Department.
f) Required underground ( conduct to weather-head) or aerial
wiring is at the applicant ' s option and shall be carried
to a point adjacent to existing fire alarm system on nearest
pole located on Dale Street .
g) Connection to fire alarm system shall be done by Fire Depart-
ment crew .
11 . In accordance with the Board of Public Works ' Report dated
October 7 , 1981 and letter dated June 4 , 19821
a ) A 12 inch water main shall be installed on Appleton Street
from Salem Street to Dale Street as shown on supplementary
plan . Two hydrants shall be installed on this proposed line ,
one 500 feet and one 1 ,000 feet from Salem Street .
b ) A 12 inch water main shall be installed on Dale Street from
Appleton Street as shown on supplementary plan and shall
be extended an additional 950 feet further on Dale Street
in a westerly direction to the center of Lot 1 as shown on
" Plan of land located in North Andover, Massachusetts , pre-
pared for Designer Homes by Frank C . Gelinas and Associates ,
Inc . dated July 31 , 1981 " , and endorsed as a Plan Not Requiring
Approval by the North Andover Planning Board on August 3 , 1981 .
Fire hydrants shall be installed every 500 feet on Dale
Street from the intersection of Appleton Street to the
center of Lot 1 as described above .
c ) A 12 inch water main shall be installed on Appleton Street
from the intersection of Dale Street as shown on the
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supplementary plan and shall extend an additional 1 , 350
feet further in a southerly direction on Appleton Street .
Fire hydrants shall be installed every 500 feet on Appleton
Street for the length of the water line .
d ) The new 12 inch ductile iron water main on Dale Street shall
extend to the centerline of the last " Form A" lot .
e ) All proposed 12 inch water mains on Dale Street and Appleton
Street shall be tied into existing 6 inch water mains where
they cross at their termini .
f) A 12 inch water main shall be installed from Dale Street
to Roadway B a distance of 2 ,440 feet to provide an additional
tie in for the proposed reservoir adjacent to this property
on Town Farm Hi 11 .
c�) The fire hydrant ( s ) proposed at Station 37 + 30 shall be
eliminated .
h ) All lots which are above elevation 320 shall not be ser-
viced by town water . Pressure boosters in any street main
shall not be allowed . Notation to be placed on the record
plan .
i ) Any lots below the elevation 320 which will require pressure
boosters shall have individual booster pumps which shall be
the responsibility of the homeowner . Notation to be placed
on the record plans .
j ) Three 12 inch date valves shall be installed at the inter-
section of Roadway A and Dale Street and at the intersection
of Roadway A and B . Three 8 inch gate valves shall be
installed at the intersection of Roadway A and C .
k ) A 12 inch water main shall be provided on Roadway B a
distance of 500 feet to land of the Town of North Andover
along the 20 foot utility easement shown on Lot 40 .
1 ) A 12 inch water main shall be installed along the property
line of lots 36 and 37 to land owned by the Town of North
Andover a distance of 400+ feet . A 20 foot utility easement
deeded to the Town of North Andover shall be provided and
be fully dimensioned on the plan in the above location .
m) An B inch water main shall be installed on Roadway C for
a distance of 500 feet . Said main shall be installed 15 feet
from the northerly property line . A fire hydrant shall be
installed at Station 5 + 00 on Roadway C .
n ) A 40 foot "utility" and "right-of-way" easement shall be
provided from the cul -de-sac of Roadway C across lots 30
and 31 for land owned by the Town of North Andover .
o ) The proposed 12 inch sewer line on Dale Street shall be
installed in the center line of Dale Street and a profile
shall be provided . A detail of the brook crossing on Dale
Street shall be submitted . The proposed sewer line shall
be installed as deep as possible to the intersection of
Appleton Street . Five inch "Y" branches and stubs to the
property line shall be installed during construction of
sewer line on Dale Street to service existing dwellings ,
with the exact locations to be determined by the Board of
Public Works .
p ) The proposed 12 inch V . C . sewer on Appleton Street shall
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be installed in the center line of the street and a profile
shall be provided . The sewer shall be installed as deep as
possible . The sewer on Appleton Street may be installed off
the centerline of the street only if 5 inch stubs are run
to the property. line for each existing dwelling . Two inch
"Y " branches and stubs to the property line shall he in--
stalled during construction of sewer line on Dale Street
to service the existing dwellings , with the exact locations
to be determined by the Board of Public Works .
q ) A profile of proposed 8 inch V , C sewer in the utility
easement on Lots 5 and 7 shall be provided . A profile
shall be provided for the proposed 8 inch sewer on Roadway
A and shall be installed in the centerline of Roadway A
with two sewer manholes at roadway curvatures to eliminate
the crossing of other utilities .
r) The proposed 8 inch V . C . sewer on Roadways B and C shall be
installed along the centerline of the streets with two
manholes at the curve of each street to eliminate the
crossing of other utilities . profiles of the 8 inch V . C .
sewer on Roadways B and C shall be provided .
12 . In accordance with the Tree Warden ' s letter dated June 1 , 1982
a ) A bond in the amount of $29 ,000 . 00 shall be posted to insure
compliance with the Subdivision Control Law governing street
trees requirements , subject to inflation adjustments .
13. In accordance with the Highway Surveyor ' s recommendations and
letters dated September 25 and 28 , 1981 and June 7 , 1982 :
flRoadway profiles shall be submitted for all streets .
A detailed drainage analysis shall be s;pbmitted , including
calculations of entire drainage area , problem areas on
Dale Street , Appleton Street , Marbleridge Road , and the
final destination of drainage discharge shall be analyzed.
Drainage calculations shall prove a zero increase in peak
discharge as drainage exists at all points in said subdivision .
c) Any necessary changes in existing street drainage , culverts ,
or pipe sizes shall be identified and corrective measures
shall be the responsibility of the developer .
d) The drainage culvert on Dale Street proivided by the Morley
property drainage easement shall be fully upgraded .
e ) Construction of detention ponds shall be detailed on plans .
f) A 50 foot future roadway easement and slope easement shall
be protherlyeside of RoadmAttoylandtion€�/ F of Simon ; Road from eC shall
southerly
be redesigned and an additional road shall be constructed
to land N/ F of Borth Andover Associates at the easterly
portion of the subdivision . Road widening easements shall
be provided along the lots fronting Appleton Street for the
limits of the Johnson property to accomodate a 50 foot right-
of-way for Appleton Street . Final locations to be approved
by the Highway Surveyor .
g) A drainage easement from where drainage empties from the
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24 inch pipe on Appleton Street and runs to the old rail -
road bed area .
h ) Road improvements and widening easements shall be provided
and deeded to the Town of North Andover and be recorded by
the developer prior to the sale of Appleton Street lots .
i ) A detailed siltation and erosion plan including a maintenance
plan shall be submitted prior to construction . Said plans
shall include all lot grading for proposed dwellings as
well as for street slopes and retention areas .
j ) Installation of sloped granite curbing on all slopes
exceeding 6% .
k ) Contingent upon final granting of Dale Street drainage
easement on Rand property , the applicant shall purchase
four structures consisting of two manholes and two catch
basins including required 18 inch reinforced piping to
replace existing drainage to headwall . The Highway
Department shall file Notice of Intent to Conservation
Commission and be responsible for installation of
aforementioned materials .
14. The 12 inch water main shall be extended easterly along
Dale Street for an additional 950 feet .
15 . The following drainage system shows pipes on slopes creating
an excessive flow of 20 feet per second and shall be corrected
to reduce velocities to below 10 feet per second :
a ) 24 inch drain -- Lot 24
b ) 12. inch drain -- Lot 63
c) 12 inch drain - Lot 21
d) 15 inch drain - Lot 28
e ) Di tch - Lot 24
16 . Sub drains will be installed in all cut areas of 8 feet in
height or at locations Highway Surveyor determined necessary
if conditions are found to be different than on said plans .
17 . Any drainage tying into existing street drainage and/or culverts
shall require written approval from the Highway Surveyor and
submitted to the Planning Board prior to commencement of sub-
di vi s i on work .
18. Require that drain from catch b.asi.n on toad A at Station 28 + 0
and drainage from Road A at Station 44+30+ be diverted into
retention area on Lot 61 . Calculate flood line on Lot 61 to
insure flooding of roadway does not occur .
19 . Require that drainage from catch basin on Road C at Station
1 + 50 be diverted into retention area on Lot 64 .
20 . Mitigate increased flows f)^om Road C area to zero at property
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21 . The proposed utilities to be constructed on Dale Street and
Appleton Street shall be shown with topographic detail on a
40 scale plan for approval by the Planning Board to allow the
Planning Board , Board of Public Works , and the Highway Surveyor
to ascertain if all proposed construction will not interfere
with existing facilities including but not limited to public
safety and access/egress to private homes .
22 . Required street profiles shall be on the same sheets as detail
plans in item # 23 .
23 . Lots 32 to 37 inclusive shall be revised to provide the
40 foot utility and right-of-way easement from approximately
Station 36 + 0 to land of the Town of North Andover.
24 . Specify on said plans that the 20 foot access/egress easement
across Lot 26 to land of the Town of North Andover is for the
benefit of the town .
25 . Delineate the access/egress easement to Frank Kozdras as such
and fully dimension such on the plan . Notation to be on plan
for recording that specified lots have said easement for the
benefi t of Frank Kozdras .
26 . All easements , including the cut -de-sac on Lot A , shall be
fully dimensioned on the plan ' and submitted in recordable
form deeded to the Town of North Andover.
27 . Lot A shall have sufficient area to meet the Zoning By Laws
in the event the cul -de-sac should become permanent .
280 • Pavement width on Appleton Street from Dale Street easterly
to and including Lot A shall be 26 feet .
29 . Submit complete design specifications and grading plan of
Duplex Pump Station on Lot 25 for approval by the Planning
Board . Specifications and design shall be in accordance with
the Board of Public Works requirements and applicant must submit
approal of Board of Public Works to P(Inning Board .
30 . Applicant shall submit a written request for Planning Board
waiver of Rules and Regulations for the length and grade of
Road C . Applicant shall show written authorization to do
construction: work on property of North Andover Associates at
the end of Road C . Show relationship on locus plan to other
roads that may connect to Road C .
31 . A notation shall appear on the plans to be recorded , along
with watershed line , that , "so much of the land that falls
within the watershed zone , Section 4 . 133 of the Town Of
North Andover Zoning By Laws is subject to Board of Appeals
approval " .
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32 . All areas between the extension street lines and the curb
lines of the roadways shall. be graded , loomed , and seeded or
paved in toe occurance of a driveway so that the finish grade
at the exterior street line shall be 8 inches higher than the
edge of pavement ,
33 . The use of 6 inch bituminous curbing shall be required on all
street grades exceeding 4% and said curbing shall encompass
any catch basin so that flow is directed into such catch basin .
34 . Deliniate the lotting sheets of index map .
36 . If proposed subdivision is to be completed in phases , separate
completion dates shall be imposed for each phase as they are
initiated .
36 . Binder coat shall be applied no later than _
37 . All improvements in said subdivision shall be completed no later
than