HomeMy WebLinkAboutMILLS HILL ESTATE FORM B
APPLICATION FOR APPROVAL OF A PRELIMINARY PLAN
May 17, , 19.L2
To the Planning Board of the Town of North Andover:
The undersignedg being the applicant as defined under Chapter 419 Section 81—L,
for approval of a proposed subdivision shown on a plan entitled
Mills Hill Estates
By Flynn Assoc . P.C . dated May 15, 1982
being land bounded as follows: Northerly by land once of Eben Sutton, more
lately believed to be owned by one Harris; easterly by Johnson Street,
eight hundred feet more or less; southerly by land once of Charles New—
hall more lately believed to be owned by one Henshaw; and westerly by
land once of Hiram Mills more lately believed to be owned by one Greenwood.
hereby submits said plan as a PRELIMINARY subdivision plan in accordance with the
Rules and Regulations of the North Andover Planning Board and makes application to
the Board for approval of said plan.
Title reference: North Essex Deeds# Book1479t Page240 ; or
Certificate of Title No,.p Registration Book , Page.; or
Other:
Applicant 8 signature:
Received by Town Clerk: (Trustee)
t
Date: icant's address c/o J3 H N A. JAMES. JR*
375 Common Street
Time: Lawrence , Mass,
Signature: Owner's signature and address if not the
applicant:
C (Trustee)
r Dew- Realty Trust
> 3At)t Hiva" 130 Ltse Lane, North Andover, mass.
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Notice to APPLICANT/TOWN CLERK of Actions of Planing Board an Preliminary
Subdivision Plan entitled: 1j'M1IIS WILL ESTATES
By: Flynn Associates , P . C. dated May 14 , 1982/Revised
October 18 , 1982
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3. The North Andover Planning Board has tentatively approved said plans
subJect to the following modifications thereof:
(See Attached)
Very truly yourso
WM AtIDWEB PLANNIN3 BOARD
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T�i ? NMf}l By Michael P. Roberts , Vice Chairman
Kai 131"V0
4�hR3��1# Dates November 17 , 1982
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- RECEIVED
Order of Condi tions DARiFI: t.ilNG
"Mills Hill Estates " Preliminary Plan of Land ToWh _.N'k V
NORTH braa0ER
November 17 , 1982 Nov IT 2 01 PO $8Z
1. In accordance with the Fire Department ' s letter dated
June 28 , 1982 , fire hydrant distance between Lot 18 and
Lot 1 shall be reduced by having all hydrants on develop-
ment no more than 500 feet apart. All hydrants shall
have one 42 inch outlet and two 22 inch outlets .
2 . In accordance with the Board of Public Works ' recommen-
dations dated July 1 , 1982 -
a ) An 8 inch ductile iron cement lined water pipe, seal
coated inside , tar coated outside , shall be installed
15 feet from the property line on Kara Drive 5 feet
below finished grade for 2 ,652 feet.
b) Eddy breakflange hydrants shall be installed to town
specifications at Stations 6+90 , 11+509 15+85 , and
19+80 . These hydrants shall be installed with 6 inch
Mueller or equal gate valves (open left) with sliding
type cast iron gate boxes marked "WATER" according to
AWWA specifications L500 , 52T . Eight inch Mueller or
equal gate valves (open left) shall be installed at
Stations 0+0 , 11+40 , 19+70 , and 25+60 .
c) All conditions set forth in 2 (b) shall pass leakage
and pressure test in accordance with Section 13 AWWA
Standard C 600 and shall be chlorinated according to
C601 Standard procedure for disinfecting water mains .
d) Adequate public liability , property damage , insurance ,
and street opening bond shallberequired 'for work
on both Lisa Lane and Johnson Street in the amount
satisfactory to the Highway Surveyor.
e ) The 315 feet of 8 inch V. C . sewer pipe installed
along the centerline of Johnson Street and 1 , 174
feet through the Giard property and ^rive shall have
five (5 ) inch vetrified clay stubs installed to each
property lin-e of existing homes ,
f) The road or sewer grade on Kara Drive from Station 15+00
through 16+0 shall be modified to allow a 4 foot minimum
cover over the sewer .
g) All precast manholes shall conform to ASTM Designation
C4-78 and meet the followings
1 ) wall thickness shall not be less than five inches ,
sections shall have tongue and groove joints with
an approved round or fin type gasket .
RECEIVED
Order of Conditions DANIEL LONG
"Mills Hill Estates " Preliminary Plan of Land TO'iII ;Mt K
November 17 , 1982 NORTH =,
Page 2 VM 17 2 59 PM'��
2 ) pipe connections shall be of the rubber boot with
stainless steel band type or approved equal .
3) manhole frames and covers shall be cast iron
lettered "SEWER" and be 8 inches in height, prior
to acceptance by the Town.
4) all sewer construction shali be subject to low
pressure air testing ,
3. In accordance with the Highway Surveyor's letter dated
July 6, 1982 :
a ) Additional drainage shall be required due to the exis -
tence of 6% grades .
b ) Two catch basins shall be installed at the intersection
of Lisa Lane and Kara Drive . Kara Drive will require
the installation of two catch basins at Stations 25+00
and 25+50.
c) Sub-drainage in shoulders shall be required with possi -
ble stoning of joints in pipes .
d) Headwall plan specifications shall be reviewed at the
Highway Department .
e ) In order to meet slope and shoulder requirements , slope
easements will be required where necessary .
f) All easements shall be fully dimensioned on the defini -
tive plan and submitted in a recordable form deeded to
the Town of North Andover.
g) Any drainage from cellar or lot development shall be
tied into the proposed drainage system with appropriate
plans to be submitted and subject to Highway Department
approval .
h ) Sub-drainage and other drainage problems resulting from
the construction phase will be determined in the field
by the Highway Surveyor and will be incorporated in
Y s Pp
drainage plans b applicant .
P
i ) No drainage structures shall be allowed on filled land
unlessp rop er fill material is used to eliminate settle-
ment problems .
j ) Cape Cod berm will be required where and when necessary
to be determined by the Highway Surveyor. In berm areas
road pavement and gravel width shall be increased by
three feet .
RECC�yED
Order of Conditions DtStEL s,,ZNG
"Mills Hill Estates " Preliminary Plan of Land TOWNcIF1111
ER
November 17 , 1982 NpRTH a
Page 3 17 W1916
k ) Leveling areas to be shown as intersections where
grades exceed requirements and be detailed on the
profiles .
1 ) A siltation and erosion control plan shall be sub-
mitted with appropriate conditions under the approval
of the Planning Board and Performance Bond shall be
retained to ensure the conditions are met .
m) All masonry shall be of solid bed and end joints of a
good quality cememt mortar. Clay bricks are to be
used where necessary .
4. In accordance with the Conservation Commission ' s letter
dated July 1 , 1982:
a ) According to Chapter 131 , Section 40 of the Mass.
General Laws , and the North Andover Wetland Protection
By Law , a Notice of Intent shall be submitted if any
construction takes place in or within 50 feet of known
wetlands .
5 . The definitive plan shall show all existing and proposed
contours in accordance with Regulation III , B ,3 ,K.
6 . All utilities for the subdivision shall be shown together
on plan and profile sheets .
7. Kara Drive at Lisa Lane shall be crowned at Station 0+0
so as not to allow surface water from Lisa Lane to flow
down Kara Drive.
8. The catch basin on Lisa Lane shall be incorporated into the
Kara Drive drainage system.
9. A set of catch basins will be required at Station 1+50±.
10. All utilities for the subdivision will be designed to fall
within the paved portion of the street .
11 . Sub-drainage will be constructed in the shoulder areas for
all cuts greater than 6 feet .
12 . A 6 inch cape cod berm will be required on all street slopes
of 4% or greater.
13. Proposed dwellings with cellar floor elevations will be shown
for all lots and sewer services and inverts will be shown for
lots 10 , 11 , 12 , 14 , 18, 23 , 22 , 15 , 21 , 16 , and 17 .
14'. The "Not a Buildable Lot" will be given a lot number and will
REC`!!+ED
Order of Conditions 00M. ONG
"Nulls Hill Estates " Preliminary Subdivision P1O4'!' ,-�!OR
November 17 , 1982
Page 4 Nov 17 2 09 PI 'It
be designated on the definitive plan to be a "Not a
Buildable Lot in and by _ Itself. "
15 . Complete topographic details and existing utilities will be
shown for fifty feet (50 ' ) each side of the centerline of any
and all utilities through Giard property and driveway to
Johnson Street and Johnson Street and any other drainage
flows , accesses , for the limit of all construction .
lb . All verticle curves shall be 100 feet ( 100 ' ) in length minimum .
17 . A detailed topographic plan shall be submitted which clearly
shows the watershed boundaries and destination of surface
water from this locus. Drainage shall not change watersheds .
18. Plan size shall be 36" x 24" for the definitive plan .
19. The entire width,-
idth between exterior street lines shalhe graded
to pitch shoulders toward the gutter line. Stabilized shoulders
and grass plots shall be constructed on each side of the
roadway with exterior street line grades 8 inches above
gutter grade.
20 Definitive subdivision plans and profiles shall conform with
all other aspects of the Rules and Regulations .
21 . Any lot not services by the Sanitary sewer system will be
designated on the definitive plan to be recorded as "Not
A Buildable Lot without Prior Board of Health and Planning
Board Approval .
22 . Require the plans to mitigate any increase rate of run off
to zero . Provide compensating storage to account for any
and all filling such as the increased rate of run off from
development.
23 . No drainage pipe larger than a 15 inch shall be allowed to
exist from a catch basin .
24 . All off-site utilities will be designed and submitted with the
definitive plans .
25 . Require a Statement of Environmental Impact with empahsis on :
5a (1 ) ; 5a (3) ; 5a (4 ) ; 5c(1 ) ; 5c (2 ) , 5c (3 ) ; and 5e (7) .
26. All off-site proposed work shall be documented with written
authorization from land owners or public authorities having
jurisdiction .
27. The Planning Board shall have the authority to reconsider said
Order of Conditions Wff`luLUNG
"Mills Hill Estates " Preliminary Subdivision P jVW%�L
November 17 , 1982 �0 �H01°
Page 5 NO 17 2 Q9 FM 'It
subdivision , subject to watershed boundary alteration on the
topographic plan from what presently exists on site .
28. In the event maintenance is required on the Giard property
sewer easement , the town shall not 'incur the responsibility
and/or cost of landscaping or pavement repair .
29 . The definitive plan shall address the Rea Street alternative
drainage through the two existing culverts . The plans and
drainage calculations shall detail the culverts , brooks , and
associated rate of runoff. All upgrading costs shall be
incurred by the applicant , and supply the necessary easements
deeded to the town of North Andover for maintenance purposes .
30 . No piped drainage from the proposed subdivision shall be
directed toward Johnson Street .