HomeMy WebLinkAboutMiscellaneous - 103 PALOMINO DRIVE 4/30/2018/i
Town of North Andover
Building Department
27 Charles Street
North Andover, Musachusetts 01845
(978) 688-9545 Fax (978) 688-95.42
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APPLICATION FOR CERTIFICATE OF OCCUPANCY / INSPE("I'TnN
ADDRESS
LOT A WvMER 2,9 SUBDIVISION
DATE REQUEST FLED
DATE READY FOR INSPECTION
F 5 O T DA
ALL WORK AND SIGN -OFFS MAST BE COMPLETED 'WITHIN THIS TIlvlE
FRAM. A RE -INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE
CHARGED -IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES.
SIGNATURE
OFFICIALUSEONLY
goUTING
CONSERVATI Tr DATE 010-3 RECEIVED
PLA1�iNING DATE APR 3 ®2003
D.P.W. — METER �[i NORTH ANDOVER
DATE �� LANNING DEPARTMENT
D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED
PRIOR TO THE INSPECTION REQUEST DATE.
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SIGMA / MWMORIZATION
TOWN OF NORTH ANDOVER
BUILDING DEPARTMENT
APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING
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BUILDING PERMIT NUMBER:
21 DATE ISSUED.
SIGNATURE
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Building Commissioner/Ins for of'Buildings Date
SECTION I- SITE INFORMATION ,fid I
1.1 Property address:
1.2 Assessors Map and Parcel Number:
_iaeC .�
Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
,onurg i)istrid Proposed Use / Lot Fronta��ftl
..6 BUILDING SETBACKS (ft)
Front Yard Side Yard
Rear Yard
Required Provide Required Provided
Required Provided
7 Water S ly M.GL.C.40. 54) 1.5. Flood Zone Information: t�
rblic Private ❑ ZOIIe Outside Flood Zone V
1.8 Sew a Disposal System
Municipal Oa Site Disposal System 0
ECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT
1 Uwner oI Kecord
ame (Print)
gnarure
i Owner of Record:
lame Print
CTION 3 - CONSTRUCTION SERVICES
Telephone
Licensed Construction Supervisor:
nsed Construction Supervisor:
Tres
tature Telephone
i Registered HomeImprovement Contractor
ipany Name
i cess
tture
Address for Service
Address for Service:
Not Applicable ❑
S- eO� 2; 96 -
License Number
Expiration Date
Not Applicable ❑
Registration Number
Expiration Date
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Location ),649?b 4JIQ3 PAIAM Iti0
No. 30f) Date a-1 O 3
MORTM TOWN OF NORTH ANDOVER
OL
ji
's * 9 _
o ,
Certificate of Occupancy $ 6
Building/Frame Permit Fee $
s�cHus
Foundation Permit Fee $ /00
Other Permit Fee $
TOTAL $
Check # 160
16166 /lel /U
Building Inspector
TOWN OF NORTH ANDOVER
BUILDING DEPARTMENT
APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING
-... v✓>,7CttuaIrk •Useiul �� a 4 z. y
BUILDING PERMIT NUMBER: ® DATE ISSUED: (i c/ 3
c.
SIGNATURE:
Buildin& Commissioner/Inspector of Buildings Date
SECTION 1- SITE INFORMATION p T
1.1 Property Address:
1.2 Assessors Map and Parcel Number:
Map Number Parcel Number
yie vell's T
1.3 Zoning Information:
& ,�/e F, a>/ cis C
Zonin strict Pro -posed Use J
1.4 Property Dimensions:
Lot Area (sf) Frontage (ft)
1.6 BUILDING SETBACKS ft
Front Yard Side Yard
Rear Yard
Required Provide Required Provided
Required Provided
a 7 /
3 0 '7
1.7 Water S ly UG.L.C.40. 54) 1.5. Flood Zone Information:
Public Private ❑ -Zone Outside Flood Zone
1.8 SeDisposal System:
w a Municipal On Site Disposal System 0
SECTION 2 - PROPERTY OWNERSHIPIAUTHORIZED AGENT
T_
2.1 Owner of Record
Pu yes a�i1��� C ke,P�,l
Name (Print) Address for Se ice
Signature Telephone
2.2 Owner of Record:
Narne Print Address for Service:
Si nature Telephone
SECTION 3 - CONSTRUCTION SERVICES
3.1 Licensed Construction Supervisor:
Licensed Construction Supervisor:
%V/
Addres
Signature Telephone
Not Applicable ❑
License Number
Expiration Date
3.2 Registered Home Improvement Contractor
Not Applicable ❑
Company Name
Registration Number
Address
Expiration Date
-Signature Telephone
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SECTION d - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6)
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed affidavit Attached Yes ....... No ....... ❑
SECTION Description of Proposed Work check allapplicable)
New Construction tX EYistmg Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑
Accessory Bldg. C.I Demolition ❑ Other ❑ Specify
Brief Description of Proposed Work:
I SECTION 6 - ESTFMATrm CONSTRUCTION ION CnlTq
Item
�r a iiVi� a V rr tv�A tiu il1Vi(tLA11V1V
Estimated Cost (Dollar) to be
Completed by ermit applicant
OFFICIAL USE ONLY.
1. Building
(a) Building Permit Fee
Multiplier
2 Electrical
b U
(b)Estimated Total Cost of
Construction
3 Pltunbing
, ' o
Building Permit fee (a) x (b)
4 Mechanical (HVAC)
5 Fire Protection
6 Total (_1+2+3+4+5)
Check Number
IUDE UUNWLE 1r.!) WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
as Owner/Authorized Agent of subject property
Hereby authorize _ to act on
My belialt, in ;111 matters relative to Work authorized by this building permit application.
Sianatttre ofOWner Date
SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION
as Owner/Authorized Agent of subject
properi v
1:1erebv declare that the statements and information on die foregoing, application are true and accurate, to the best of my knowledge
and belief
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Print Name
iue of
Z — �I- ec?
Date
NO. OF STO:1IIES 1z SIZE F"0 ,
BASEMEN'IOR SLAB
517.E OF FLOOR Th'VIBERS 1 // 4P—Y-- 2 No � P 3 �X
SPAN
DiIVIE'.NSIONS OF SILLS _
DINI1 NSIONS OF POSTS
DIMENSIONS OF GIRDERS
111: IG IIT OF FOUNDATION THICKNESS
SIZE 01, FOOT N(i X
1A IF REAL OF CIIIIvINEY �J
1S BC.rILDING ON SOLID OR FILLED LAND
LS BUll DING CONNE=CTED TO NATURAL GAS LINE: x� r,
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Notice to APPLICANf/TOWN CLERK and Certification of Action of Planning Bo, -4,d
on Definitive Subdivision Plan entitled: Forest View Estates
By: MEF Design Inc. dated September 22 1'9 97
rev. 12/12/97 "
The North Andover Planning Board has voted to APPROVE said plan, subject to 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 con-
struction of wags and the installation of municipal services within said sub-
division, all as provided by G.L. c. .4.1, S. 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, as required by the North Andover Board of Health in its report to
this Board, no built ding or other structure shall- be built or placed upon Lots
No. as shown on said Plan without the prior
consent of said Board of Health.
4. Other conditions:
n.
See Attached _ C>
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In the event that no appeal shall have been taken from said approval within
twenty days from this date,. the North Andover Planning Board will forthwith
thereafter endorse its formal approval upon saidplan.
The N
Date:
Planning
plan, f or/� f
NORTH AMOVFR PLA� BOARD
April 13, 1998By: � ,r, v�nn
Richard S. Rowen
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Forest View Estates Definitive Subdivision
Conditional Approval
The Planning Board herein APPROVES the Definitive Subdivision for a 92 (ninety -two) -lot, with 91
new homes, subdivision known as Forest View Estates. Richard Pelletier, Mesiti Development Corp.,
11 Old Boston Road, Tewksbury, MA 01876, submitted this application on October 15, 1997. The
area affected is located off ofRt. 114 in the VR Zoning District.
The Planning Board has determined that all lots or structures will be serviced with public sewer
approved and accepted by the Town as required by Footnote 12 of Table 2 of the North Andover
Zoning Bylaw in effect at the time of submittal.
The Planning Board makes the following findings as required by the Rules and Regulations Governing
the Subdivision of Land:
A. The Definitive Plan,, dated September 21, 1997, last revised on 1/21/98, includes all of the
information indicated in Section 3 of the Rules and Regulations concerning the procedure for the
submission of plans.
B. The Definitive. Plan adheres to all of the design standards as indicated in Section 7 of the Rules and
Regulations except as noted in Condition 18 Waivers.
C. The Definitive Plan is in conformance with the purpose and intent of the Subdivision Control Law.
D. The Definitive Plan complies with all of the review comments submitted by various town
departments in order to comply with state law, town by-laws and insure the public health, safety,
and welfare of the town.
Finally, the Planning Board finds that the Definitive Subdivision complies with Town Bylaw
requirements so long as the following conditions are complied with:
1) Sewer System Issues:
a) The sewer extension in Rt. 114 will be subject to the terms and conditions of the Department
of Environmental Protection draft Administrative Consent Order and Notice of
Noncompliance, ACO -NE -98-1004 dated March 13, 1998 as well as any modifications to the
conditions stipulated. in the Final Consent Order.
b) The sewer extension will be subject to the policies of the Division of public Works regarding
mitigation of groundwater infiltration and inflow into the receiving system.
c) The applicant and the Town of North Andover mutually agree to establish an escrow account
with the Town with sufficient funds provided by the applicant for the purpose of funding a
1
review engineer to provide services to the Planning Board. The engineer shall review the
sewer design and pump station plans submitted to the Planning Board and DPW to determine
their adequacy and over -sizing costs (if any), and to monitor construction.
d) The Town Manager and applicant will agree to put in place a participation agreement to
provide for the collection and payment of any over -sizing costs.
2)—Environmental Monitor: The applicant.shall designate an independent environmental monitor
who shall be chosen in consultant with the Planning Department. The Environmental Monitor
must be available upon four (4) hour's notice to inspect the site with the Planning Board
designated official. The Environmental Monitor shall make weekly inspections of the project and
file monthly reports to the Planning Board throughout the duration of the project. The monthly
reports shall detail area of non-compliance, if any and actions taken to resolve these issues.
3) Erosion Control: The applicant shall implement and follow all requirements set forth in the
"Proposed Construction/Erosion Control Schedule for Forest View Subdivision, Route 114
Salem Turnpike, North Andover, Massachusetts", prepared for Mesiti Development
Corporation, 11 Old Boston Road, Tewksbury, Massachusetts, 01876, prepared by MI -IF
Design Consultants, Inc., 12-B Manor Parkway, Salem, NH 03079, dated January 1998 and
as shown on a plan entitled Phasing and Construction Plan. as amended in Condition 4(c)
below.
4) Prior to endorsement of the plans by the Planning Board the applicant shall adhere to the
Jfoll wing:
a The cul-de-sac island planting plan prepared by Bruce Taylor, AIA for Forest View Estates,
North Andover, MA on 1/26/98 must be added to the plans as a detail.
b A Development Schedule must be submitted which conforms to both Sections 4.2 and Section
8.7 of the North Andover Zoning Bylaw. The schedule must show building permit eligibility
by quarter for all 91 lots. Need Gl S10J►'� 2.C� CCe�j
CAAn amended "Proposed Construction/Erosion Control Schedule" must be submitted which
conforms to the Development Schedule required above in Condition 4(b).
d) The Applicant must submit documents conveying the designated Open Space Parcel C to the
State or in the alternative to the Town through the Conservation Commission for review and
approval. If the land is to be donated to the State, a perpetual restriction of the type described
in M.G.L. Chapter 184, Section 31 running to or enforceable by the Town shall be recorded
with respect to such land. Such restriction shall provide that the Open Space shall be retained
in perpetuity for one or more of the following uses, conservation, agriculture, or recreation.
The land will be conveyed to the appropriate entity prior to acceptance of the roadways as
public ways.
K
e) Open Space Parcels A, B, D, E, and F are to be conveyed to a Homeowners' Association to be
held in trust for conservation and or agricultural purposes only. The land will be conveyed to
the Home Owner's Association prior to acceptance of the roadways as public ways.
Due to the location of this subdivision on Rt. 114, the applicant shall post a Site Opening Bond
in the amount of fifteen thousand dollars ($15,000) to be held by the Town of North
Andover. The Site Opening Bond shall be in the form of a check made out to the Town of
North Andover that will be placed into an interest bearing escrow account. This amount shall
cover any contingencies that might affect the public welfare such as site -opening, clearing,
erosion control and performance of any other condition contained herein, prior to the posting
of the Roadway Bond as described in Condition 60). This Site Opening Bond may at the
discretion of the Planning Board be rolled over to cover other bonding considerations, be
released in full, or partially retained in accordance with the recommendation of the Planning
Staff as directed by a vote of the NAPB.
7
QJ The Site Opening Bond is not intended to cover the off-site sewer. The Division ofPublic
Works Opening Permit will cover the off-site sewer work and Performance Bond Agreement
�cO referenced in Condition 5(c).
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g) The final subdivision plans must bg reviewed and approved by the outside consultant, the
Planning Department and D.P. All comments outlined the letter from James Rand, DPW
dated January 7, 1998 must be adequately addressed. CheSS%Q 1�2�--tee-�-� �1�✓1
h) The final Rt. 114 off-site sewer and pump station plans must be reviewed and approved by the
outside consultant and D.P.W. ,,The plans must be in accordance with a letter from Richard
Pelletier, Mesisti Development to the Division of Public Works dated April 1, 1998 which
Y agrees to DPW's required modifications outlined in a letter from Guertin Associates dated
March 2, 1998. The plans shall be further revised to include a divided wet wall with sluice gate
at both pumping stations, and modifications to the inlet piping at station No. 2 to accommodate
_ the new wet well. Suction piping for the emergency by pass pumping system shall be installed
in the last sewer manhole before each wet well.
i) A covenant (FORM 1) securing all lots within the subdivision for the construction of ways and
municipal services must be submitted to the Planning Board. Said lots may be released from the
covenant upon posting of security as requested in Condition 60).
j) The applicant must submit to the Town Planner a FORM M for all utilities and easements
placed on the subdivision.
0(1 All application fees must be paid in full and verified by the Town Planner.
9 e applicant must meet with the Town Planner in order to ensure that the plans conform to
3
the Board's decision. A full set of final plans reflecting the changes outlined above, must be
submitted to the Town Planner for review endorsement by the Planning Board, within ninety
(90) days of filing the decision with the Town Clerk.
r The ubdivision Decision for this project must appear on the mylars.
All documents shall be prepared at the expense of the applicant, as required by the Planning
Board Rules and Regulations Governing the Subdivision of Land. �(l7
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5) Prior to ANY WORK on the site,
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a) The applicant must submit sufficient proof as determined by the North Andover Planning
Board to the Board that the Massachusetts Department of Environmental Protection and the
Town of North Andover has allowed the connection of the 91 house lots to the sewer system moo"
must be submitted to the Planning Board.
—� b) The Rt. 114 sewer line and all necessary appurtenances must be constructed in accordance with
the approved plans, Department of Public Works requirements and the Planning Board
consulting engineer review.QQIa C��AJ V pA A(1l t� '_
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c) Work on the off-site sewer in Rt. 114 will be allowed only upon the receipt of a conditional
sewer extension permit from the Massachusetts Department of Environmental Protection, a
aO� Massachusetts Highway Department Permit, and a Division of Public Works Street Opening
Permit and Performance Bond Agreement.
L
d) Detailed phasing plans must be submitted for each phase as submitted for phase I referenced
below:
i) Plan titled: Forest View Estates – Phase 1
Prepared by: Bruce Stevenson Taylor, AIA
248 Main Street
West Newbury, Massachusetts 01985
Dated: February 3, 1998
e) Yellow "Caution" tape must be placed along the limit of work as shown on the detailedV
phasing plans referenced above. The Planning Staff must be contacted prior to any cuff F
or clearing on site.
fl All erosion control measures as shown on the plan and outlined in the erosion control plan
must be in place and reviewed by the Town Planner.
6) Prior to any lots being released from the statutory covenants:
J
4
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a) Three (3) complete copies of the ersed and recorded subdivision plans and one (1) certified
c py of the following document!'recorded subdivision appro a�;x`corded Covenant (FORM
), recorded Growth Management Development Schedules d recorded FORM M sf" e
submitted to the Town Planner as proof of recording.
b) Lots will be released incrementally as site work is completed per the amended
Construction/Erosion Control Schedule for Forest View Submission Subsequent phases of
lots may be released when the first 8 lots of the previous phase are near completion with final
stabilization completed. Stabilization is defined as the final grading of the proposed road or lot
with either seeding, hay mulch spread on the slopes or in the case of winter conditions, the
placement of erosion control mattingiblanketing in the slope.
Prior to the release of Lots 38, 42,A. 46, the trail on or adjacent to the lot must be
constructed as shown on the plani( All other portions of the trails must be constructed and
completed within the Construction of the adjacent lots`;
d) The entrance to the subdivision and pump house must be constructed during phase I as shown
on the approved Entry — Pump House Plan prepared by Bruce Stevenson Taylor, AIA, 248
Main Street, West Newbury, Massachusetts 01985. The Home Owner's Association will
maintain the pump house and entrance landscaping.
e) The Play Field on Ainberville Road must be constructed and completed within the
Construction Phase of the adjacent lots. The Play Field must be constructed as shown on a
plan showing the Play Field and Tot Lot prepared by Bruce Stevenson Taylor, AIA, 248 Main
Street, West Newbury, Massachusetts 01985, dated January 27, 1998. A chain link fence must
be constructed extending along the Detention Basin No. 6 to Amberville Road and along
Amberville Road to Rt. 114. Low shrubs such as forsythia will be planted to camouflage the
fence. The fence is necessary to protect children from the traffic on Rt. 114. The
Homeowner's Association will maintain the Play Field.
fl The Tot Lot on Lot 31 must be constructed and completed within the Construction Phase of
the adjacent lots. The Tot Lot must be constructed as shown on a plan showing the Play Field
and Tot Lot prepared by Bruce Stevenson Taylor, AIA, 248 Main Street, West Newbury,
Massachusetts 01985, dated January 27, 1998. The Homeowner's Association will maintain
the Tot Lot.
g) The Parklet located on Parcel F and Lots 88 and 89 must be constructed and completed within
the Construction Phase of the adjacent lots. The Parklet must be constructed as shown on a
plan titled Forest View Estates — Phase 1 prepared by Bruce Stevenson Taylor, AIA, 248 Main
Street, West Newbury, Massachusetts 01985, dated February 3, 1998. The Homeowner's
Association will maintain the Parklet.
h) All site erosion control measures required to protect offsite properties from the effects of work
5
on the lot proposed to be released must be in place. The Town Planning Staff shall determine
whether the applicant has satisfied the requirements of this provision prior to each lot release .
and shall report to the Planning Board prior to a vote to release said lot.
The applicant must submit a lot release FORM J to the Planning Board for signature.
A Performance Security in an amount to be determined by the Planning Board, upon the
recommendation of the Department of Public Works, shall be posted to ensure completion of
the work in accordance with the Plans approved as part of this conditional approval. The bond
must be in the form of a check made out to the Town of North Andover. This check will then
be placed in an interest bearing escrow account held by the Town. Items covered by the Bond
may include, but shall not be limited to:
i) as -built drawings .
ii) sewers and utilities
iii) roadway construction and maintenance
iv) lot and site erosion control
v) site screening and street trees
vi) drainage facilities
vii) site restoration
viii) final site cleanup
1 A Performance Security may be established for each phase individually.
The Performance Security must also include the cost of constructing the Parklet, Play
Field, and Tot Lot referenced above in Condition 6(d), (e) (f) and (g).
7) Prior to a FORM U verification for an individual lot, the following information is required by the
Planning Department:
Da)e Planning Board will review the status of the Subdivision and vote to verify FO U
applications as appropriate and in conformance with this decision..
b) as - built plan must be submitted to the Division of Public Works for review and approval
prior to acceptance of the sewer appurtenances for use.
c) The house designs must be consistent with those presented to the Planning Board as shown in
a booklet titled Forest View Subdivision, North Andover, Massachusetts, " Another collection
of finer homes by A. Mesiti Development" showing The Parker, The Joppa, The Merrimack,
and The Woodbridge.
d) Individual lighting on each lot at the end of the driveways must be provided as stated n the
Environmental Impact Statement for Forest View Subdivision dated October 1997. j
1.1
e) If a sidewalk is to be constructed in front of the lot, then such sidewalk must be graded and S 1ZU
staked at a minimum V 1 S) %
applicant must submit rtified copy o the recorded FORM J referred to in ConditionOe
) above.
g) A plot plan for the lot in question must be submitted, which includes all of the following:
i) location of the structure,
ii) location of the driveways,
iii) location of the septic systems if applicable,
iv) location of all water and sewer lines,
v) location of wetlands and any site improvements required under a NACC order of
condition,
vi) any grading called for on the lot,
vii) all required zoning setbacks,
viii)Location of any drainage, utility and other easements.
h) All appropriate erosion control measures for the lot shall be in place. The Planning Board or
Staff shall make final determination of appropriate measures. /.
i) Lot numbers, visible from the 'roadways must be posted on all lots. 5 I -W
8) Prior to a Certificate of Occupancy being requested for an individual lot, the following shall be
required:
a) The landscaping and final grading for each lot must be as shown on the detailed Phasing Plan,
dated February 3, 1998 and Typical Landscape Plan, dated February 2, 1998 prepared by
Bruce Stevenson Taylor, AIA, 248 Main Street, Massachusetts 01985.
b) Sprinkler systems must be installed in all homes per NAFD requirements.
c) The roadway must be constructed to at least binder coat of pavement to properly access the lot
in question. Prior to construction of the binder coat, the applicant shall ensure that all required
inspection and testing of water, sewer, and drainage facilities has been completed. The
applicant must submit to the Town Planner an interim as -built, certified by a professional
engineer, verifying that all utilities have been installed in accordance with the plans and profile
sheet.
d). All necessary permits and approvals for the lot in question shall be obtained from the North
Andover Board of Health, and Conservation Commission.
7
e) Permanent house numbers must be posted on dwellings and be visible from the road.
fl There shall be no driveways placed where stone bound monuments and/or catch basins are to
be set. It shall be the developer's responsibility to assure the proper placement of the driveways
regardless of whether individual lots are sold. The Planning Board requires any driveway to be
moved at the owner's expense if such driveway is at a catch basin or stone bound position.
9) Prior to the final release of security retained for the site by the Town, the following shall be
completed by the applicant:
a) The applicant must convey the Open Space Parcel to the State or in the alternative to the Town
through the Conservation Commission as outlined in Condition 4(d).
b) An as -built plan and profile of the site shall be submitted to the DPW and Planning Department
for review and approval.
c) The applicant shall petition Town Meeting for public acceptance of the street. Prior to
submitting a warrant for such petition the applicant shall review the subdivision and all
remaining work with the Town Planner and Department of Public Works. The Planning Board
shall hold a.portion of the subdivision bond for continued maintenance and operations until
such time as Town Meeting has accepted (or rejected in favor of private ownership) the
roadways. It shall be the developer's responsibility to insure that all proper easements have been
recorded at the Registry of Deeds.
10) The Applicant shall ensure that all Planning, Conservation Commission, Board of Health and
Division of Public Works requirements are satisfied and that construction was in strict compliance
with all approved plans and conditions.
11) The Town Planner will review any signs utilized for this project. The applicant must obtain a sign
permit as required by Section 6 of the Bylaw. The Planning Board shall approve any entrance
structures. The applicant must remove any lighting used for the entrance signs prior to acceptance
of the subdivision.
12) The applicant shall adhere to the following requirements of the Fire Department:
a) Open burning is allowed by permit only after consultation with the Fire Department.
b) Underground fuel storage will be allowed in conformance with the Town Bylaws and State
Statute and only with the review and approval of the Fire Department and Conservation
Commission.
13) There shall be no burying or dumping of construction material on site.
8
I
14) The location of any stump dumps on site must be pre -approved by the Planning Board.
15) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation.
16) Gas, Telephone, Cable, and Electric utilities shall be installed as specified by the respective utility
companies.
17) Any action by a Town Board, Commission, or Department which requires changes in the roadway
alignment, placement of any easements or utilities, drainage facilities, grading or no cut lines, may
be subject to modification by the Planning Board.
18) The following waivers from the Rules and Regulations Governing the Subdivision of Land, North
Andover, Massachusetts, revised February, 1989 have been granted by the Planning Board:
a) ` Section 7 A)(2)(d) Cul-de-sac with Island: A waiver has been requested from the right of way
diameter for the cul-de-sac with an island. This waiver has been granted with the
understanding that the Homeowners Association created for this subdivision will maintain the
cul-de-sac islands.
b) Section 7(A)(3)(a)Grade at intersections: The grade at intersections exceed the requirement at
the intersections of Palomino Drive and Rt. 114; Palomino Drive and Amberville Road;
Amberville Road and Rt. 114; Amberville Road and Anvil Circle.
c) Section 7(C)(1) Shoulders: This section requires an eight -foot (8') shoulder be provided for the
typical roadway cross-section. This waiver requests a reduction in the shoulder width on
Garnet Drive from Station 2+00 to Station 3+75 from the required 8 feet to 5 feet in order to
reduce the wetland impact of the crossing at this location.
d) These waivers have been granted in an effort to minimize the amount of cutting and filling
required on site thereby decreasing the amount of erosion and siltation on site.
19) The utilities must be installed and the streets or ways constructed to binder coat April 13, 2006
(eight years from the date permit granted). If the utilities are not installed, the streets or ways are
not constructed to binder coat and the Planning Board has not granted an extension by the above
referenced date, this definitive subdivision approval will be deemed to have lapsed.
20) This Definitive Subdivision Plan approval is based upon the following information which is
incorporated into this decision by reference:
a) Booklet: Forest View Subdivision
North Andover, Massachusetts
"Another collection of finer homes by A. Mesiti Development"
E
it
b) Booklet: Environmental Impact Statement for Forest View Subdivision
Route 144 Salem Turnpike, North Andover, Massachusetts 01876
Prepared For: Mesiti Development Corp
11 Old Boston Road, Tewksbury, Massachusetts 01876
Prepared By: MHF Design Consultants, inc.
12-B Manor Parkway, Salem, NH 03079
Dated: October 1997
c) Booklet: Proposed Construction/Erosion Control Schedule for Forest View Subdivision
Route 144 Salem Turnpike, North Andover, Massachusetts
Prepared For: Mesiti Development Corporation
11 Old Boston Road, Tewksbury, Massachusetts 01876
Prepared By: MI -IF Design Consultants, inc.
12-B Manor Parkway, Salem, NH 03079
Dated: January 1998
d) Plan titled: Forest View Estates — Phase 1
Prepared by: Bruce Stevenson Taylor, AIA
248 Main Street
West Newbury, Massachusetts 01985
Dated: February 3, 1998
e) Plan titled: Play Field and Tot Lot
Prepared by: Bruce Stevenson Taylor, AIA
248 Main Street
West Newbury, Massachusetts 01985
Dated: January 27, 1998
fl Plan titled: Cul-de-sac island planting plan
Prepared by: Bruce Stevenson Taylor, AIA
248 Main Street
West Newbury, Massachusetts 01985
Dated: 1/26/9.8
g) Plan titled: Entry -Pump House
Prepared by: Bruce Stevenson Taylor, AIA
248 Main Street
West Newbury, Massachusetts 01985
h) Report: Stormwater Management Report for Forest View Subdivision
Route 144 Salem Turnpike, North Andover, Massachusetts 01845
Prepared For: Mesiti Development Corporation
11 Old Boston Road, Tewksbury, Massachusetts 01876
10
Prepared By: MI -IF Design Consultants, inc.
12-B Manor Parkway, Salem, NH 03079
Dated: October 14, 1997, rev. December '997, rev. January. 1998
i) Plan titled: Typical Landscape Plan
Prepared by: Bruce Stevenson Taylor, AIA
248 Main Street
West Newbury, Massachusetts 01985
Dated: February 2, 1998
j) Traffic Study
Conservation Administrator
Director of Public Works
Health Administrator
Building Inspector
Police Chief
Fire Chief
Assessor
Applicant
Engineer
File
Forest View - subdivision
11
Bond # 929262655
Aggregate Limit $
FORM F
PERFORMANCE BOND AGREEMENT
NORTH ANDOVER PLANNING BOARD
AGREEMENT made in consideration of approval of the within subdivision by the Planning
Board and the acceptance of the security bond on this day of September, 2002 by and
between the Town of North Andover, a municipal corporation acting through its Planning Board
and Pulte Home Corporation of New England having a usual place of business at 257 Turnpike
Road, Suite 200, Southborough, MA 01772 hereinafter referred to as the "Applicant" and
"Owner" owner of the land shown on the following plans:
Lots 12A, 75A, 76A,�77A; 78A, and 7 9A` as shown on a plan of land entitled "Plan of
Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New
England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda &
Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District
Registry of Deeds as Plan Number 13761; and
Lots`13' 14,�131N 16, 17, 18 as shown on a plan of land entitled' Definitive Subdivision
Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts"
prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts
01876 byMHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale"
1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North
District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as
Plan Number 13727.
for title to the property see deed from Mesiti-Moore's Fall, LLC to Pulte Home Corporation of
New England dated June 28, 2000 recorded at the Essex North District Registry of Deeds at
Book 5793, page 267, and deed from Moore's Fall Corporation to Mesiti-Moore's Fall, LLC
dated November 6, 1997 recorded at the Essex North District Registry of Deeds at Book 4886,
page 292 and deed from David White to Mesiti-Moore's Fall, LLC dated April 30, 1998 and
recorded in the Essex Registry of Deeds at Book 5039, page 249, agree as follows:
1. The applicant hereby agrees to construct the ways and install the utilities in the foregoing
subdivision in accordance with the following:
i. Application for Approval of Definitive Plan (Form C) dated
ii. All the conditions of approval of the Planning Board in their decision dated April
13, 1998, which are specifically set forth in Exhibit 1 and attached hereto and
made a part thereof, this Performance Bond Agreement; and
iii. All the requirements of the Subdivision Rules and Regulations of the North
Andover Planning Board dated and revised February, 1989 under the authority
provided by Section 81 Q of Chapter 41 of the General laws (Te. Ed.) as amended;
except for the waivers which have been granted by the Planning Board as
specifically set forth in Exhibit 2, and attached hereto and made a part thereof,
this development agreement. Any modifications to a previously approved
subdivision plan pursuant to M.G.L. Chapter 41, Section 81 W would necessitate a
separate performance bond agreement to be completed in addition to the
performance bond agreement filled out for the definitive subdivision approval;
and
iv. In accordance with the Subdivision Plans and profiles submitted by the Applicant
and approved by the Planning Board; and
2. The applicant acknowledges that the waivers that are specifically designed in Exhibit 2
are the only waivers that are acknowledged and approved by the Planning Board as of the
date of the approval of the Subdivision Plan; and
The Applicant agrees that the subdivision shall conform to all the requirements of the
Subdivision Rules and Regulations except as waived by the Planning Board in writing if
the development is not consistent with the Subdivision Rules and Regulations, the
waivers granted thereto, and the conditions of Approval, the Applicant agrees to bring the
development into compliance within twenty days of notice from the Planning Board of
noncompliance; and
4. The applicant agrees to construct the ways and install the utilities within two (2) years
from the date of endorsement of the Subdivision Plan and Profiles, and furthermore
agrees that construction shall be completed two years from the date of commencement of
construction, or such further time as may otherwise be mutually agreed upon by both
parties in writing. Failure to complete construction and installation within the time
specified may result in rescission of approval of the plan, or may result in the Planning
Board, by a majority vote, voting to seize and utilize the surety funds to complete the
construction and installation of the ways and utilities. Prior to su94 sei�ure of surely
funds, however, the Planning Board shall provide the surety, ontiay, notice, an
opportunity to complete the construction and installation of the bonded improvements
remaining uncompleted. In the event the surety shall determine to complete the
improvements, the parties shall thereupon agree upon a schedule for such completion,
taking into account the nature of the improvements remaining to be completed, the
weather conditions, and such other factors as reasonably impact the schedule.
5. The Applicant agrees to maintain all ways and utilities in the subdivision until the
Planning Board finds that the subdivision is complete, and has received a favorable
recommendation by the Planning Board for acceptance of all streets in the subdivision
and action on a Town Meeting warrant article to accept the street, and the street has been
accepted. Failure to maintain all ways and utilities may result in the Planning Board, by a
majority vote, voting to seize and utilize the surety funds for maintenance of the ways
and utilities.
6. The Applicant agrees to record this agreement with the Subdivision Plan at the Essex
County Registry of Deeds, and to forward recorded copies of this Agreement to the
Planning Department within thirty (30) calendar days of the Planning Board's
endorsement of approval of the Subdivision Plan. Failure to comply with this provision
will result in automatic rescission of the Subdivision Plan.
This agreement shall be and is binding upon the heirs, executors, administrators,
assignees and successors in interest, and upon the grantee or successors in title. The
applicant shall notify any new owners, heirs, executors, administrators, assignees and
successors in interest that this agreement has been executed, and shall provide written
proof of disclosure of this notification to the Planning Department. The Planning board,
however, agrees that in the event the owners of the property and applicant notify the
Planning Board in writing of a transfer of title to the property, transferee shall replace the
existing bond with another bond acceptable to the Planning Board. The existing bond
shall remain in full force and effect until the Planning Board approves the subsequent
bond.
8. The Applicant is the owner(s) of the record of the Premises on said plan.
The bond provided to the Planning Board shall not lapse. The Applicant agrees that if the
bond or other security lapses or is no longer valid, all unsold loss shall be considered to
be under covenant and not be conveyed or built upon and the Town shall not issue
buildings permits on such lots in the subdivision; and the Applicant shall forthwith
forward to the Planning Board alternative security acceptable to the Board.
10. The Applicant agrees that no amount of the security will be released to the Applicant
until such time as the Applicant has completed the work in accordance with all decisions
and agreements, petitioned Town Meeting and obtained a favorable recommendation
from the Planning Board for acceptance of all streets in the subdivision and obtained
Town meeting approval for all streets in the subdivision. In no event, however, will any
cash amount of security be released to the applicant and no bond reduction in the bond
amount shall occur without the express consent of the surety, providing the security under
this agreement, which consent will not be unreasonably withheld.
11. Prior to the signature of the Planning Board of this document, the Applicant agrees to
post sufficient funds to pay for the Planning Board consulting Engineer to perform a cost
estimate to determine the amount of security to be posted for the subdivision and will
post the amount as determined by this cost estimate for surety for the subdivision.
12. Prior to the signature of the Planning Board of this document, the Applicant agrees to
post sufficient funds to pay for the Planning Board Consulting Engineer to perform a cost
estimate to determine the amount of security to be posted as surety for the subdivision.
13. Prior to the signature by the Planning Board of this document, the Applicant agrees to
post sufficient funds to pay for the Planning Board consulting Engineer to determine a
cost estimate for inspections to be performed annually by the Planning Board consulting
Engineer for two consecutive years to ensure on an annual basis the amount, if any, that
was determined by the Planning Board Engineer.
14. Prior to the signature by the Planning Board of this document, the Applicant agrees, if
required by the Planning Board, to post sufficient funds for reasonable attorney's fees
associated with the submittal and reviewing of this legal document when reviewed by the
Town's Legal Counsel.
15. The Applicant and Bonding Company agree that if there is any conflict between this\
document and any other documents, they may have relating to this agreement, this
document shall supersede and be binding on the applicant and surety company.
16. When a majority vote is made by the Planning Board to seize the funds being held by the
surety company, the surety company, within 21 days, must provide the funds to the
Town. Unless the surety shall have on notice from the Town agreed in writing to
complete the improvements in accordance with the provisions of paragraph 4 herein.
The Town of North Andover, acting by and through its Planning Board, hereby agrees to accept
the aforesaid performance surety bond in the amount specified in this Agreement as security for
she performance of the construction and installation specified herein.
This document is executed as a sealed instrument.
IN WITNESS WHEREOF we have hereunto set our hands and seals on this date:
Signature Board Chair or Town
P er, as authorize by vote of Planning Board
ianatu fApplicant or its Authorized Agent
Gw LLf{v
eIo,.,.f-
Date
6�
Date
Snr l Taxpayer LD. U -3 2 L 97szJ
i gm at Owner or its Authorized Agent Vii,,, CPr� s FA/57Date
�� -- September 16, 2002
Signature of Bonding Company or its Authorized Agent Date
Robert Porter, Attorney -in -Fact
(PLANNING BOARD) COMMONWEALTH OF MASSACHUSETTS
Essex, ss. , 2002
Then personally appeared the above-named , who acknowledged
under oath that the foregoing is the free act and deed of the North Andover Planning Board,
before me,
Notary Public
My Commission Expires:
(APPLICANT) COMMONWEALTH OF MASSACHUSETTS
Essex, ss. _ / ry (- Ic�, 2002
Then personally appeared the above-named � 070N3 , who
acknowledged under oath that the foregoing is the free act and deed, before me,
mmission Expires:
Si;;.beth A. ,✓oiler
Sectary 'ub!'c
Common Sectary
Of i-Rs3achusetts
�y Commfssien Cxpras May 18, 2008
(OWNER) COMMONWEALTH OF MASSACHUSETTS
Essex, ss. �/,� �irv� /Z 2002
Then personally appeared the above-named 54 ,� ��� OQ� -% ,who
acknowledged under oath that the foregoing is the freTad deed, before me,
Notary Pu lic
My Commission Expires:
Bizabath Al.
-Commonwadth o. ��':�sss:hus2its
L4yGommissicn Expiras ,N'iay '18,2008
(SURETY COMPANY) COMMONWEALTH OF MASSACHUSETTS
Essex, ss. 2002
Then personally appeared the above-named , who
acknowledged under oath that the foregoing is the free act and deed, before me,
Notary Public
My Commission Expires:
Continental Insurance Company
To be attached to and form a part of
Bond No. 929262655
Effective Date: September 10, 2002
Bond Amount: $83,85951
Executed by: Pulte Home Corporation of New England
as Principal
and by: Continental Insurance Company
, as Surety
in favor of: Town of North Andover
(Obligee)
in consideration of the mutual agreements herein contained, the Principal and the Surety
hereby consent to adding the following paragraph:
It is a condition of this bond that it will be in force until September 10, 2005, and the
Surety may notify the Obligee by registered mail sixty (60) days prior to the expiration
date that they elect not to renew this bond.
Nothing herein contained shall vary, alter or extend any provision of condition of this
bond except as herein expressly stated.
This rider is effective
Sim ed and Sealed
September 12, 2002
September 12, 2002
Principal: Pulte Home Corporation of New England
/7 k")
Principal Calvin R. Boye, Director of Treasury Operations
Surety: Continental Insurance Company
By: �
Attorney -in -Fact Robert Porter
POWER OF ATTORNEY APPOINTING INDIVIDUAL. ATTORNEY-IN-FACT
Knew All Men By These Presents, That The Continental Insurance Company, a New Hampshire corporation, and Firemen's Insurance
Company of Newark, New Jersey, a New Jersey corporation (herein called "the CIC Companies"), are duly organized and existing
corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals
herein affixed hereby make, constitute and appoint
John R. Stoller, Julia T. Corcoran, Vincent J. Frees, Maureen E. Thomas, Bruce E. Robinson, Calvin R. Boyd, Jane K.
Bolting, Colette R. Zukoff, Suzanne Treppa, Robert Porter, Individually
of Bloomfield Hills, Michigan
their true and lawful Attomey(s} in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf
bonds, undertakings and other obligatory instruments of similar nature .
— In Unlimited Amounts —
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations
and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse
hereof, duly adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereof, the CIC Companies have caused these presents to be signed by their Vice President and their corporate seals to
be hereto affixed on this 22nd day of March, 2002.
The Continental Insurance Company
s=i Firemen's Insurance Company of Newark, New Jersey
�-
J���
Michael Gengler Group Vice President
State of Illinois, County of Cook, ss:
On this 22nd day of March, 2002, before me personally came Michael Gengler to me known, who, being by me duly swom, did depose and
Say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of The Continental Insurance Company, a New
-Iampshire corporation, and Firemen's Insurance Company of Newark, New Jersey, a New Jersey corporation described in and which executed
he above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that
hey were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to
ike authority, and acknowledges same to be the act and deed of said corporations.
"OFFICIAL SEAL' X
DIANE FAULKNER
Notory Public, State of Illinois�Q�
My Commission Expires 9/17/05
My Commission Expires September 17, 2005 Diane Faulkner
CERTIFICATE
Notary Public
I, Mary A. Ribikawskis, Assistant Secretary of The Continental Insurance Company, a New Hampshire corporation, and Firemen's
,isurance Company of Newark, New Jersey, a New Jersey corporation do hereby certify that the Power of Attorney herein above set forth is
',till in force, and further certify that the By -Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof is still
fo .�irny whereof I have here un�&scribed my name and affixed the seal of the said corporations this 12TH day of
The Continental Insurance Company
Firemen's Insurance Company of Newark, New Jersey
Mary A. Ribikawskis Assistant Secretary
'ev. 10/11/01)
ACKNOWLEDGEMENT BY SURETY
STATE OF MICHIGAN
)ss.
COUNTY OF OAKLAND)
On this 12th day of September, 2002, before me personally appeared Robert Porter, known
to me to be the Attorney -in -Fact of Continental Insurance Company the corporation that
executed the within instrument, and acknowledged to me that such corporation ion executed
the same.
In witness whereof, I have hereunto set my hand and affixed my official seal, at my office
in the aforesaid* County, the day and year in this certificate first above written.
My Commission Expires: March 26, 2006
Notary Public, Marcia G. Howard
Oakland County, Michigan
I..,
NtH:033
FORM J
LOT RELEASE
The undersigned, being a majority of the Planning Board of the Town of North
Ando er, Massachusetts, hereby certify that:
a. The requirements for the construction of ways and municipal services called
for the Performance Bond or Surety and dated September 10 , 2002and/or
by the Covenant dated November 9, 1998 and recorded in District Deeds, Book
5247, Page 76; or registered in N/A Land Registry District as Document No. N/A
and noted on Certificate of Title No. N/A in Registration Book N/A, Page N/A; has
been completed/partially completed, to the satisfaction of the Planning Board to
adequately serve the enumerated lots shown on the following,Plans:
Lots 12A, 75A, 76A; 77A, 78A, andQ9A as shown on a plan of land entitled
"Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home
Corp. of New England, 257 Turnpike Road, Southborough; N/Iassadlusetts
01772", drawn by Marchio-,da & Associates, L.P., dated 1' pri1 14, 2000, Scale
1 "=40', Recorded with the Essex North District Registry of Deeds as Plan Number
13761; and
i ots1'3 14, X15; 16, 17, 18 as shown on a plan of land entitled `Definitive
Subdivision Plans for Forest View Subdivision, Route 114; Salem Turnpike, i`,rorth
Andover, 1Y1 achuseLls" prepared for Mesiti Development Corporation, 11 Old
r
1�0ston Aoau, i eWksuury,'Vlassachusetts 01876 by MH -1c Design Consultants,
Locus Map Scale 1"=600', Tax Map Composite Scale" 1 200%dated September
??. 1997, revised through 11/3/98, and recorded with the Essex North District
Registry of Deeds as Plan Number 13362 and as affected by corrective Plan
Recorded as Plan Number 13727.
and said lots are hereby released from the restriction as to sale and building
sj�ecified thereon.
The Lots designated on said Plans which are the subject of this Lot Release are as
follows: (Lot Number (s) and street(s))
Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled
"Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte .Home
Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts
01772" drawn by Marchionda &Associates, L.P., dated April 14, 2000, Scale
ISI �
C ,U()CUNIf-I`v\t)(1INI-1\[,()GALS— I�Temp1F()rill 1-1_o! Rclease.doc
.W
l "=40', Recorded with the Essex North District Registry of Deeds as Plan Number
13761; and
Lots 13, 14, 15, 16, 17, and 18 as shown on a plan of land entitled
"Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem
Turnpike, North Andover, Massachusetts" prepared for Mesiti Development
Corporation, I I Old Boston Road, Tewksbury, Massachusetts 01876 by MHF
Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale"
1."=200',dated September 22, 1997, revised through 11/3/98, and recorded with the
Essex North District Registry of Deeds as Plan Number 13362 and as affected by
corrective Plan Recorded as Plan Number 13 727.
b. (To be attested by a Registered Land Surveyor)
Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled
"Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home
Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts
0 1772"', drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale
1 "=40', Recorded with the Essex North District Registry of Deeds as Plan Number
13 761: and
.lots 13, 14, 15, 16, 17 and 18 as shown on a Man of land entitled "Definitive
Subdivision Plans for Forest View Subdivision, Route 114/Salem '-furnplke, North
I ndover, Massachusetts" prepared for 1VIesm Development Corporation, 11 Gid
R +n„ R ,ori To«l� 1�inv i�/f�coarhncr�tte 01 R7( 1-,v WATT Tlacinn (r�nci7lfai�tc
1J 0JII 1lll LLl.l, L l VY IIS U L.11 ,', 1YLUJJUVIIUJV L. V 1 V V V J 1+'1 LVJ1 �11 �'V11J ULtL.Lll LJ,
Locus Map Scale l"=600', Tax Map Composite Scale" I"=200%dated September
22 1997 revised through 11; 3%98, and recorded with the Essex North District
Registry of Deeds as Plan Number 13362 and as affected by corrective Plan::.;_ ,.
Recorded as Plan Number 1 727
do conform to layout as shown on the above referenced Plans.
A P. p. 1
>;
Registered Land Surveyor`ry`
c. The Town of North Andover, a municipal corporation situated in the
County of Essex, Commonwealth of Massachusetts, acting by its duly
organized Planning Board, holder of a Performance Bond or Surety dated
September 10 , 200 2 , and/or Covenant dated November 9. 1998,
from Mesiti-Moore'sFall, LLC of the City/Town of North Andover, Essex
County, Massachusetts recorded with the Essex North District Registry of
C.AridliSIL 11AL)MIINI-I'ADCALS-1\Temp\F01111 1-1-0tRcicase.doc
Deeds, Book 5247, Page 76, or registered in Land Registry District as
Document No. N/A and noted on Certificate of Title No. N/A, in
Registration Boolc N/A, Page N/A, acknouJledges satisfaction of the. terms
thereof and hereby releases its right, title and interest in the lots designated
above on said plans as follows:
Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled
"Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte
Home Corp. of New England, 257 Turnpike Road, Southborough,
Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated
April 14, 2000, Scale 1"=40', Recorded with the Essex North District
Registry of Deeds as Plan Number 1371; and
Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled
"Definitive Subdivision Plans for Forest View Subdivision, Route
114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti
Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts
01876 by MHF Design Consultants, Locus Map Scale 1 "=600', TaxMap
Composite Scale" 1 "=200',dated September 22, 1997, revised through
11/3/98, and recorded with the Essex North District Registry of Deeds as
Plan Number 13362 and as affected by corrective Plan Recorded as Plan
Number 13727.
ZT1-i i1r �rr i n n no C 7ni1'Z
L11L�� U' ED as a scaled instrument this 10 day of September
Majority of
Planning Bc
Of the Towr
North Ando,
C "W1NDOWS`•.Desktop',.Form J -Lot ReInse.doc
COMMONWEALTH OF MASSACHUSETTS
Essex, ss . October 31 , 2002
Then personally appeared Kathleen McKenna , one of the above members of
the Planning Board of the Town of North Andover, Massachusetts and
acknowledged the foregoing instnment to be the free act and deed of said Planning
Board, before me. - -
Notary Public
My Commission Expires:
F: 'e.vdocs%Pulte-RdForest Viem, Form .1 Lot Release
INI'X)1,'S`d>csl (op\Pone.1-1-ot Rcleasc.dnc
JAN --;,6-2003 11:48 AM MARCHIONDA&ASSOCIATES 781 438 9654 P.02
r Y 'r •
1
1
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6 --- ----- LOT_7.9A--�
13,15 S •`
159X5
150x2
----
1
IBJ
• 4�1�1.a0 -. .,.
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r 155 160x0
6a�'1157•4�
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PULTE HOME CORPORATION THE RIGHT MAKE F ELD CHANGES TO THIS PEAT PIAN ~ 1�
IN ORDER 10 ACHIEVE PRQPOER SITE DftA1NAG♦;, MEET SEMACK REQUIREMENTS, AMD LEDGE OR
ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY, THESE FIELD ADJUSTMENTS
MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME.
PROPOSED SITE PLAN
LOT 79A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P..
NQRTH ANDOVER; MA ✓:NONEFRING AND PLANNING CONSULTANTS
PREPARED FOR
PULTE HOME CORP. OF NEW ENGLAND 02 MONTVALE AVE SUITE 1
237 TURNPIKE ROAD — SU1TE 200 STONEHAM, MA. 02180
SWTHOOROUaH. iMA$M0HUSF-W$ 01772 (617)436-8121
SCALE: 1"w.20' DATE: 1/13/03
a..
-154
Forest View Estates
Drawing Date:1-23-03 1/23/03 13:41
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: F
rest View Estates
Location: L
t #79A - 103 Palomino Drive
N.
Andover, MA
Drawing Date: 1-23-03
Remote Area Number: 1
Contractor: S
perior Plumbing, Inc. Telephone:(781) 46
8
Sanderson Avenue
Dedham,
MA 02026
Designer: WCD
Calculated By:S
rinkCALC
C
C Systems & Design
Construction: C
mbustible Occupancy:Residential
Reviewing Autho
ities:Fire Department
SYSTEM DESIGN
Code:NFPA
Hazard:13D System Type:WET
Area of Sprinkl
r Operation sq ft1 Sprinkler or Nozzle
Density (gpm/sq
ft) 0.100 1 Make:VIC Model:V2718
Area per Sprink
er 190 sq ft1 Orifice:3/8 K -Factor: 3.50
Hose Allowance
Inside 100 gpm I Temperature Rating:155
Hose Allowance
Outside 0 gpm I
CALCULATION SUMMARY
1 Flowing Outlets
gpm Required:
L19.0 psi Required: 60.7 @ Source
WATER SUPPLY
Water Flow
Test I Pump Data 1 Tank or Reservoir
Date of Test
I Rated Capacity 0 gpm I Capacity 0 gal
Static Pressure
100.0 psi I Rated Pressure 0.0 psi I Elevation 0
Residual Pres
78.0 psi I Elevation 0 I
At a Flow of
1540 gpm I Make: ( Well
Elevation
0" 1 Model: 1 Proof Flow 0 gpm
Location:
Lot #65
Source of Information:
F & W Partnership - Metheun, MA
SYSTEM VOLUME 28
Gallons
Notes: Single Head
Calculation
OF Mgss9�
.r��,jH
s�
c
R m
-154
Forest View Estates Drawing Date:1-23-03
H DRAULIC CALCULATION DETAILS
1/23/03 13:41
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 19 42.6 psi
1 11-�" x 11,4" C VC Reducer 2' 120 1.610 19 0.0
1 Pipe 11-�" 40 21 CSC 0' 120 1.610 19 0.0
0 1�" Thrd 90 Ell CI 0' 120 1.610 19 0.0
1 11�" Thrd 90 Ell CI 4' 120 1.610 19 0.1
Elevation Change 7'0" 3.0
1 11,�" Thrd Globe Valve CSC "F15" 0' 0 1.610 19 0.0
1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1.610 19 0.0
1 11-�" Thrd Gate Valve Kennedy 0' 120 1.610 19 0.0
1 11,�" Thrd 90 Ell CI 4' 120 1.610 19 0.1
Fixed Flow Flow Loss 100 gpm
1 Pipe 1;�" PV 15 CSC 50' 150 1.602 119 14.8
Hydr Ref Rl Required at Source 119 60.7 psi
Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 119 gpm 99.8 psi
SAFETY PRESSURE 39.1 psi
Available Press re of 99.8 psi Exceeds Required Pressure of 60.7 psi
This is a safety margin of 39.1 psi or 39 % of Supply
Maximum Water Velocity is 6.4 fps
Forest View Estates Drawing Date:1-23-03 1/23/03 13:41
LEGEND
HYD REF Hydra lic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE
Nominal
size of pipe.
ID
Actual
internal diameter of pipe
C
Hazen
Williams pipe roughness factor
TYPE
Type
or schedule of pipe
# FITS
number
of fittings as follows:
90 -
90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC
Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt
Total
pressure (psi) at fitting
Pf
Friction
loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Pe
Press
re due to change in elevation
where Pe = 0.433 x change in elevation
Pv
Velocity
pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn
Normal
pressure (psi)
where Pn = Pt - Pv
Pdrop
Pressure
loss in pipe rise or drop to an open head.
Phead
Pressure
at an open head.
ELEV
elevation
from branch tee to open head.
PIPE
pipe
ength from branch tee to open head.
FITS
fitti
g equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 osi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Veloci y Pressures are not considered in these Calculations
- Path #L is from the most remote head back to the water source.
- Later 3aths are from the next most remote head back to previously
definel paths
Forest View Estates
Drawing
Date:1-23-03
1/23/03
13:41
REMOTE AREA
#1
PAGE 1
FLOW
# OF
LENGTH
PRESSURE
BRANCH LINE
(GPM)
PIPE
FITS
FEET
SUMMARY
TO HEAD
HYD REF
OUTLET
SIZE
90 45
PIPE
VELOCITY
Pt Pt
Pn ELEV
ID
T LT
FITTINGS
LOSS PSI/FT
Pf Pv
Pdrop PIPE
K FACTOR
PIPE
C TYPE
OTHER
TOTAL
ELEVATION
Pe Pin
Phead FITS
PATH 1 FROM HYDRAULIC
REFERENCE
1 TO W (PRIMARY PATH)
HEAD 1
19.0
1"
1 0
2112"
6.4 fps
29.5
29.5
0.10 gpm/sq ft
1.109"
3 0
1710"
0.090
3.4
0.0
K= 3.50
19.0
120 PV
0
3812"
810"
3.5
29.5
REF C1
1�14"
0 0
1'9"
4.0 fps
36.4
1.400"
1 0
610"
0.019
0.1
19.0
150 PV
0
719"
0"
0.0
REF B3
1'44"
2 0
30'2"
4.0 fps
36.6
1.400"
1 0
1210"
0.019
0.8
19.0
150 PV
0
4212"
1110"
4.8
REF A2
14"
0 0
8'6"
4.0 fps
42.2
1.400"
0 0
0"
0.019
0.2
19.0
150 PV
0
816"
0"
0.0
REF A3
1:4"
1 0
11'11"
4.0 fps
42.3
1.400"
0 0
310"
0.019
0.3
19.0
150 PV
0
14111"
0"
0.0
REF W
19.0
gpm
PATH 1
K= 2.91
42.6 psi
N
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300 v
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0
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0
0
0
O
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0
0
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0
0
LL
I
Forest View Estates
Drawing Date:1-23-03
1/23/03 16:43
HYDRAULIC DESIGN INFORMATION
SHEET
Job Name: Forest
View Estates
Location: Lot
#79A - 103 Palomino Drive
N.
Andover, MA
Drawing Date: 1-23-03
Remote Area Number: 4
Contractor: Superior
Plumbing, Inc.
Telephone:(781) 46
8
Sanderson Avenue
Dedham,
MA 02026
Designer: WCD
Calculated By:S
rinkCALC
CSC
Systems & Design
Construction: Combustible
Occupancy:Residential
Reviewing Autho
ities:Fire Department
SYSTEM DESIGN
Code:NFPA
Hazard:13D
System Type:WET
Area of Sprinkler
Operation sq ftl Sprinkler
or Nozzle
Density (gpm/sq
ft) 0.100 1 Make:
Model:A-1 ADJ
Area per Sprinkler
110 sq ft1 Orifice:1/2
K -Factor: 5.60
Hose Allowance
Inside 100 gpm I Temperature
Rating:155
Hose Allowance
Outside 0 gpm I
CALCULATION SUMMARY
4 Flowing Outlets
gpm Required:
161.0 psi Required: 45.6 @ Source
WATER SUPPLY
Water Flow
Test 1 Pump Data
I Tank or Reservoir
Date of Test
I Rated Capacity 0
gpm I Capacity 0 gal
Static Pressure
100.0 psi I Rated Pressure 0.0
psi I Elevation 0
Residual Pres
78.0 psi I Elevation 0
I
At a Flow of
1540 gpm I Make:
1 Well
Elevation
0" I Model:
1 Proof Flow 0 gpm
Location:
Lot #65
Source of Information:
F & W Partnership - Metheun,
MA
SYSTEM VOLUME 23
Gallons
Notes: Garage Calculation
XH OF M9ss9
O G
CA
.39337 N co
9FG/STEP�d`
SS/pNP;I�
-154
r � '
Forest View Estates Drawing Date:1-23-03 1/23/03 16:43
H DRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 4 61 14.8 psi
1 11W" x 1'�V" CPVC Reducer 2' 120 1.610 61 0.4
1 Pipe 11-�" 40 21 CSC 0' 120 1.610 61 0.0
0 11-�" Thrd 90 Ell CI 0' 120 1.610 61 0.0
1 11-�" Thrd 90 Ell CI 4' 120 1.610 61 0.7
Elevation Change 710" 3.0
1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1.610 61 0.0
1 11W" Fingd Back Flow Valve Watts "70 0' 0 1.610 61 0.0
1 11-�" Thrd Gate Valve Kennedy 0' 120 1.610 61 0.0
1 1'" Thrd 90 Ell CI 4' 120 1.610 61 0.7
Fixed Flow Flow Loss 100 gpm
1 Pipe 11W' PV 15 CSC 50' 150 1.602 161 25.9
Hydr Ref R1 Required at Source 161 45.6 psi
Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 161 gpm 99.7 psi
SAFETY PRESSURE 54.1 psi
Available Pressure of 99.7 psi Exceeds Required Pressure of 45.6 psi
This is a safety margin of 54.1 psi or 54 % of Supply
Maximum Water Velocity is 12.8 fps
forest View Esdates
Drawing Date:1-23-03
LEGEND
1/23/03 16:43
HYD REF Hydr ulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE
Nominal
size of pipe.
ID
Actual
internal diameter of pipe
C
Hazen
Williams pipe roughness factor
TYPE
Type
or schedule of pipe
# FITS
number
of fittings as follows:
90 -
90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC
- Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt
Total
pressure (psi) at fitting
Pf
Friction
loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Pe
Pressure
due to change in elevation
where Pe = 0.433 x change in elevation
Pv
Velocity
pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn
Normal
pressure (psi)
where Pn = Pt - Pv
Pdrop
Pressure
loss in pipe rise or drop to an open head.
Phead
Pressure
at an open head.
ELEV
elevation
from branch tee to open head.
PIPE
pipe
length from branch tee to open head.
FITS
fitting
equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later Paths are from the next most remote head back to previously
define paths
I
Forest View Estates
Drawing
Date:1-23-03
1/23/03
16:43
REMOTE AREA #4
PAGE 1
FLOW
# OF
LENGTH
PRESSURE
BRANCH
LINE
(GPM)
PIPE
FITS
FEET
SUMMARY
TO HEAD
HYD REF OUTLET
SIZE
90 45
PIPE
VELOCITY
Pt Pt
Pn
ELEV
ID
T LT
FITTINGS
LOSS PSI/FT
Pf Pv
Pdrop
PIPE
K FACTOR PIPE
C TYPE
OTHER
TOTAL
ELEVATION
Pe Pn
Phead
FITS
PATH 1 FROM HYDRAULIC
REFERENCE
5 TO W (PRIMARY PATH)
HEAD 5 14.8
1"
0 0
1010"
5.0 fps
7.2
7.2
-6"
0.13 gpm/sq ft
1.109"
0 0
0"
0.057
0.6
0.2
6"
K= 5.60 14.8
120 PV
0
10'0"
0"
0.0
7.0
60"
HEAD 6 15.4
1"
0 0
1415"
10.1 fps
7.8
7.8
-6"
0.14 gpm/sq ft
1.109"
1 0
510"
0.213
4.1
0.2
6"
K= 5.60 30.2
120 PV
0
1915"
0"
0.0
7.5
60"
REF Al
1:k"
0 0
116"
6.4 fps
11.9
1.400"
0 0
0"
0.045
0.1
30.2
150 PV
0
1'6"
0"
0.0
REF A2
1;"4"
0 0
816"
6.4 fps
12.0
1.400"
0 0
0"
0.045
0.4
30.2
150 PV
0
816"
0"
0.0
REF A3 30.8
13,44"
1 0
11'11"
12.8 fps
12.3
PATH 2
1.400"
0 0
310"
0.166
2.5
K= 8.76 61.0
150 PV
0
14111"
0"
0.0
REF W 61.0
gpm
PATH
1 K= 15.83
14.8 psi
PATH 2 FROM HYDRAULIC
REFERENCE
7 TO A3
HEAD 7 15.1
1"
0 0
1010"
5.1 fps
7.5
7.5
-6"
0.14 gpm/sq ft
1.109"
0 0
0"
0.059
0.6
0.2
6"
K= 5.60 15.1
120 PV
0
1010"
0"
0.0
7.3
60"
HEAD 8 15.7
1"
0 0
1415"
10.3 fps
8.1
8.1
-6"
0.14 gpm/sq ft
1.109"
1 0
510"
0.220
4.3
0.2
6"
K= 5.60 30.8
120 PV
0
1915"
0"
0.0
7.8
60"
REF A3 30.8
gpm
PATH
2 K= 8.76
12.3 psi
m a a
V 0 O
X000
3�
_O
Q
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t
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t
.1
Forest View Estates
Drawing Date:1-23-03 1/23/03 13:46
HYDRAULIC DESIGN INFORMATION
SHEET
Job Name: Forest
View Estates
Location: Lot
#79A - 103 Palomino Drive
N.
Andover, MA
Drawing Date: 1-23-03
Remote Area Number: 3
Contractor: Superior
Plumbing, Inc.
Telephone:(781) 46
8
Sanderson Avenue
Dedham,
MA 02026
Designer: WCD
Calculated By:S
rinkCALC
CSC
Systems & Design
Construction: Combustible
Occupancy:Residential
Reviewing Authorities:Fire
Department
SYSTEM DESIGN
Code:NFPA
Hazard:13D
System Type:WET
Area of Sprinkler
Operation sq ft1
Sprinkler or Nozzle
Density (gpm/sq
ft) 0.100 1 Make:
Model:ROC
Area per Sprinkler
180 sq ft1 Orifice:7/16
K -Factor: 4.20
Hose Allowance
Inside 0 gpm I Temperature Rating:160
Hose Allowance
Outside 0 gpm
CALCULATION SUMMARY
1 Flowing Outlets
gpm Required:
118.0 psi Required: 43.7 @
Source
WATER SUPPLY
Water Flow
Test Pump Data
1 Tank or Reservoir
Date of Test
I Rated Capacity
0 gpm I Capacity 0 gal
Static Pressure
100.0 psi i Rated Pressure
0.0 psi 1 Elevation 0
Residual Pres
78.0 psi 1 Elevation
0 i
At a Flow of
1540 gpm 1 Make:
I Well
Elevation
0" I Model:
1 Proof Flow 0 gpm
Location:
Lot #65
Source of Information:
F & W Partnership - Metheun,
MA
SYSTEM VOLUME 28
Gallons
Notes: Pendant
Head Calculation
H OFaj�s9
�0 0 A nZ
N �
0
LEN
-1541
Forest View Estes Drawing Date:1-23-03
DRAULIC CALCULATION DETAILS
HYDRAULIC
QTY DESCRIPTIO LENGTH C ID
Hydr Ref W Required at Hyd Area 3
1 1',�" x 11�4" CPVC Reducer 2' 120 1.610
1 Pipe 11-�" 40 21 CSC 0' 120 1.610
0 11-�" Thrd 90 Ell CI 0' 120 1.610
1 11-�" Thrd 90 Ell CI 4' 120 1.610
Elevation Change 7'0"
1 1'.�" Thrd Globe Valve CSC "F15" 0' 0 1.610
1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1.610
1 1'W" Thrd Gate Valve Kennedy 0' 120 1.610
1 11W' Thrd 90 Ell CI 4' 120 1.610
Fixed Flow Flow Loss
1 Pipe 11W" PV 15 CSC 50' 150 1.602
Hydr Ref Rl
Water Source100
1/23/03 13:46
FLOW LOSS
gpm psi TOTALS
18 25.9 psi
18 0.0
18 0.0
18 0.0
18 0.1
3.0
18 0.0
18 0.0
18 0.0
18 0.1
100 gpm
118 14.6
Required at Source 118 43.7 psi
.0 psi static, 78.0 psi residual @ 1540 gpm 118 gpm 99.8 psi
SAFETY PRESSURE 56.1 psi
Available Pressure of 99.8 psi Exceeds Required Pressure of 43.7 psi
This is a safety margin of 56.1 psi or 56 % of Supply
Maximum Water Velocity is 6.0 fps
Forest View Estates Drawing Date:1-23-03 1/23/03 13:46
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitti g equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later Paths are from the next most remote head back to previously
defined paths
Forest View Estates
Drawing
Date:1-23-03
1/23/03
13:46
REMOTE AREA
#3
PAGE 1
FLOW
# OF
LENGTH
PRESSURE
BRANCH LINE
(GPM)
PIPE
FITS
FEET
SUMMARY
TO HEAD
HYD REF
OUTLET
SIZE
90 45
PIPE
VELOCITY
Pt Pt
Pn ELEV
ID
T LT
FITTINGS
LOSS PSI/FT
Pf Pv
Pdrop PIPE
K FACTOR
PIPE
C TYPE
OTHER
TOTAL
ELEVATION
Pe Pn
Phead FITS
PATH 1 FROM HYDRAULIC
REFERENCE
4 TO W (PRIMARY PATH)
HEAD 4
18.0
1"
0 0
616"
6.0 fps
18.4
18.4 -6"
0.10 gpm/sq ft
1.109"
1 0
510"
0.082
0.9
-0.0 6"
K= 4.20
18.0
120 PV
0
1116"
0"
0.0
18.4 24"
REF B1
144"
1 0
11'2"
3.8 fps
19.3
1.400"
1 0
910"
0.017
0.4
18.0
150 PV
0
2012"
0"
0.0
REF B2
1411
0 0
11'3"
3.8 fps
19.7
1.400"
1 0
610"
0.017
0.3
18.0
150 PV
0
1713"
0"
0.0
REF B3
1''4"
2 0
3012"
3.8 fps
20.0
1.400"
1 0
1210"
0.017
0.7
18.0
150 PV
0
4212"
11'0"
4.8
REF A2
1J4"
0 0
816"
3.8 fps
25.5
1.400"
0 0
0"
0.017
0.1
18.0
150 PV
0
816"
0"
0.0
REF A3
1;4"
1 0
11,111,
3.8 fps
25.6
1.400"
0 0
310"
0.017
0.3
18.0
150 PV
0
14111"
0"
0.0
REF W
18.0
gpm
PATH 1
K= 3.54
25.9 psi
,
r � M
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1-1541
Forest View Estates
Drawing Date:1-23-03 1/23/03 13:44
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: Forest
View Estates
Location: Lot
#79A - 103 Palomino Drive
N.
Andover, MA
Drawing Date: 1-23-03
Remote Area Number: 2
Contractor: Superior
Plumbing, Inc. Telephone:(781) 46
8
Sanderson Avenue
Dedham,
MA 02026
Designer: WCD
Calculated By:S
rinkCALC
CSC
Systems & Design
Construction: Combustible
Occupancy:Residential
Reviewing Autho
ities:Fire Department
SYSTEM DESIGN
Code:NFPA
Hazard:13D System Type:WET
Area of Sprinkler
Operation sq ft1 Sprinkler or Nozzle
Density (gpm/sq
ft) 0.100 1 Make:VIC Model:V2718
Area per Sprinkler
155 sq ftl Orifice:3/8 K -Factor: 3.50
Hose Allowance
Inside 100 gpm 1 Temperature Rating:155
Hose Allowance
Dutside 0 gpm I
CALCULATION SUM14ARY
2 Flowing Outlets
gpm Required:
137.2 psi Required: 69.7 @ Source
WATER SUPPLY
Water Flow
Test 1 Pump Data 1 Tank or Reservoir
Date of Test
( Rated Capacity 0 gpm 1 Capacity 0 gal
Static Pressure
100.0 psi 1 Rated Pressure 0.0 psi I Elevation 0
Residual Pres
78.0 psi 1 Elevation 0 I
At a Flow of
1540 gpm 1 Make: 1 Well
Elevation
0" I Model: 1 Proof Flow 0 gpm
Location:
Lot #65
Source of Information:
F & W Partnership - Metheun, MA
SYSTEM VOLUME 23
Gallons
Notes: Two Head
Calculation
N OFMgssq
ny
o
0 m
�ONALEN
1-1541
Forest View Estates Drawing Date:1-23-03 1/23/03 13:44
CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 2 37 46.7 psi
1 11-�" x 1'�V" CPVC Reducer 2' 120 1.610 37 0.1
1 Pipe 11W" 40 21 CSC 0' 120 1.610 37 0.0
0 11-�" Thrd 90 Ell CI 0' 120 1.610 37 0.0
1 11-�" Thrd 90 Ell CI 4' 120 1.610 37 0.3
Elevation Change 7'0" 3.0
1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1.610 37 0.0
1 11,�" Fingd Back Flow Valve Watts "70 0' 0 1.610 37 0.0
1 11--�" Thrd Gate Valve Kennedy 0' 120 1.610 37 0.0
1 1Thrd 90 Ell CI 4' 120 1.610 37 0.3
Fixed Flow Flow Loss 100 gpm
1 Pipe 11-�" PVx15 CSC 50' 150 1.602 137 19.3
Hydr Ref Rl Required at Source 137 69.7 psi
Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 137 gpm 99.7 psi
SAFETY PRESSURE 30.1 psi
Available Pressure of 99.7 psi Exceeds Required Pressure of 69.7 psi
This is a safety margin of 30.1 psi or 30 % of Supply
Maximum Water Velocity is 12.5 fps
Forest View Estates Drawing Date:1-23-03 1/23/03 13:44
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Press re at an open head.
ELEV eleva ion from branch tee to open head.
PIPE pipe ength from branch tee to open head.
FITS fitti g equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later aths are from the next most remote head back to previously
define paths
Forest View Estates
Drawing
Date:1-23-03
1/23/03
13:44
REMOTE AREA
#2
PAGE 1
FLOW
# OF
LENGTH
PRESSURE
BRANCH LINE
(GPM)
PIPE
FITS
FEET
SUMMARY
TO HEAD
HYD REF
OUTLET
SIZE
90 45
PIPE
VELOCITY
Pt Pt
Pn ELEV
ID
T LT
FITTINGS
LOSS PSI/FT
Pf Pv
Pdrop PIPE
K FACTOR
PIPE
C TYPE
OTHER
TOTAL
ELEVATION
Pe Pn
Phead FITS
PATH 1 FROM HYDRAULIC
REFERENCE
3 TO W (PRIMARY PATH)
HEAD 3
18.5
1"
3 0
1913"
6.2 fps
27.9
27.9
0.12 gpm/sq ft
1.109"
0 0
610"
0.086
2.2
0.0
K= 3.50
18.5
120 PV
0
2513"
810"
3.5
27.9
REF 10
18.7
1"
0 0
411"
12.5 fps
33.5
PATH 2
1.109"
1 0
510"
0.312
2.8
K= 3.22
37.2
120 PV
0
911"
0"
0.0
REF B2
1:k"
0 0
1113"
7.8 fps
36.4
1.400"
1 0
610"
0.066
1.1
37.2
150 PV
0
1713"
0"
0.0
REF B3
1''4"
2 0
3012"
7.8 fps
37.5
1.400"
1 0
1210"
0.066
2.8
37.2
150 PV
0
4212"
1110"
4.8
REF A2
1'4"
0 0
816"
7.8 fps
45.1
1.400"
0 0
0"
0.066
0.6
37.2
150 PV
0
816"
0"
0.0
REF A3
1k'"
1 0
11'11"
7.8 fps
45.7
1.400"
0 0
310"
0.066
1.0
37.2
150 PV
0
14'11"
0"
0.0
REF W
37.2
gpm
PATH 1
K= 5.44
46.7 psi
PATH 2 FROM HYDRAULIC
REFERENCE
2 TO 10
HEAD 2
18.7
i"
2 0
9'3"
6.3 fps
28.5
28.5
0.12 gpm/sq ft
1.109"
1 0
910"
0.087
1.6
0.0
K= 3.50
18.7
120 PV
0
1813"
810"
3.5
28.5
REF 10
18.7
gpm
PATH 2
K= 3.22
33.5 psi
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Growtf, Management Bylaw Exemption Statement
Tlzwn ,af t44rtb-Andflvef Building Department
on at exemtions under section 8.7,15 of the
This forret Rnda ' Man garment Bylaw, The bui din? applartmant In their icantushall prov de all of the necessary informat on
i rnxn cf.North
as requested below.
Marne o1 Applicant on building Permit (below) Addres§ of Property/ for.Permit (telow)
>r Q Al
C `off �nina_O.R1 9�4.,�
d p2mal P rp=e a plication (check below) Two Family
P ac.* tier of AppiIcant • Single Family
rh _ fyf�ttt
tha;xtdersigned appliaartt fqr wi#h tbtta &KEMPTION section 8.7.6 o the North Aattest that the attached nd veriGrowthich this
fort7t is crtmpteted dices catrtply Y P p
hlatraxB t Byiaw. I also understand providing this form does not absolve me or an arty to this Permit
pram thio t�@guirements of obtaining otter permits re�pqaired prier to the issuance of the Suilreview
by t hermit,
F I understand that my Intorpretation ofthe E;�EMPTION status is SUIJject to review by the Building
peparwant and is only offlcjWly acagpted when the Building Permit iS issued.
ed W on
Eassd 9rt section 9.7,6 of the North Andover
non anassociaited attachmnts, complus with w thiff above lot and the worX aoni orlmore of the
Itave lot, in the btlildlnq. parmit a Fie i
fot>awinB Sermons as indtpted by a check mark.
is tppltcttian far a building pumit for the entargemertt. restoration, or reconstruction of a dwelling In
e uston4a as of them eifecifve d7Le of this by-iaw, provided that no addfiianal residential unit is rooted.
Tho tats) weralwas Q -"VW prior to Aday 8, 1995 ora exempt from the provisions of this SeCJan 8.7 of the 2aninq
This applicati+an la far dwelllnq units for lore anwor ntaderate Income families or individuals, when all of the
A 8.?jLr-w* M141! Indict
p mama through a proper y, executed and eeruded deed restriction runningpw with tf the helend. a
units for senior residents, where For
rastnCtedto e
purQ of this sedan 'senior' 3W mean. poisons twee the age of 58.
ermanent
This apptiexttsn Is a part of a d v.iopraerit proms` {buhildable lata), ich irmitted undo zoning and reed to a minimum or@ash given the
reduction in dertslty, (buildatnle lets), below the den
ort kvnf mrA2,I candidartrt of the tract, with the surpiva land equal to adeazt ten buil 4ede sores and p meet by a
aeaignaCed as open squer andler farmland. The Im of to be preserved shall be protacWd from development by an
4gricultue ptemervattart a n, w u create Ibt on.
.dediatian to ft Town, or anter similar mechan►sm
awawed by the ptamaq std
pfieatlart Mmsenta a tract of land euistinq and netheld by a Deem exe ri common ownership with an
This ap
aoiacant• pattsl an the of rive date of this visions foron p7 0411 pos4of car nsuu�Jng one singlefamilydw flfngeunit an the Growth
Rata and Development Scheduiinq pro
pard. ..
sit other from all ocher boards and
Thia appitc"On mgmsents a [at which Is reedy for ttuidirtg per'mlts,(l.e.
eammissbans have been received and the prajeat is In aompUa(jra with those permits) and the oeyelopment Schedule
do" not aeaarnmadate issuing a building permit in that Year, one building permit \M16e Issued per Year per must
pe reiaomera until such time as the Qev+iapment Schedule scurrtmodates issuing buildingpermits. APP
supply approved farm U with this ISxE+APTION. .
Pteasae provide any and ail infoimadon that would assist the Buildingg Department in making a determination'
thai your application is ajlowed ane or more of the above F-QEMPT, N5.
ay sigrurtg below I attast to the ac:curacy of the information provided and that the attached building permit iz
allowed in t=YE41PTION as cited above, Further I understand that the submittal of misleading and or
naccrrate inion, or the checking off of an above it which does not comply, whether done to MY
,�wlcdg not, grounds fo�fu3al by tale FFuitdi epartment to issue a Building Permit_
3 l r
v
cns[uro ar caner of �1u[r r�eo ,�genr�no3, the ttacned utlding ermd ate
his rmit
corm must ba aria -Chad [o the Building Permit upon application for such pe
Expires: 03/0212004 Tr. no: 77396
Restricted To: 00
DAVID M STILSON
222 SEAMES DR C4'.-e'e-fv�
MANCHESTER, NH 03103 Adm nistrator
�omvxancoed� 7 L: /r(�rf¢g7tcJe�
BOARD OF BUILDING REGULATIONS
License: CONSTRUCTION SUPERVISOR
Number: CS 077396
Birthdate: 03(0211962
Expires: 03/0212004 Tr. no: 77396
Restricted To: 00
DAVID M STILSON
222 SEAMES DR C4'.-e'e-fv�
MANCHESTER, NH 03103 Adm nistrator
BUILDING DEPARTmENIT
DEBRIS DISPOSAL FORM
In accordance with the irovisions of ivirm -c"40 S 54, a . condition of Building Permit Number
Is that the debris resulting form, ---ZLIIA—
this work shall be disposed of in a property licensed solid waste disposal facility as
defined by MGL c 11, S 150A
The debris will be disposed of in:
Location of Facility
Signature
of Permit Applicant
Date
NOTE, Demolition permit &m the Town of North Andover must be obtained for this Project through the Office of
the Building Inspector
The Commonwealth of Massachusetts
Department of Industrial Accidents
office of investigations
Boston, Mass. 02111
Workers' Compensation Insurance Affidavit
Print
PaaMe: ,
Phone
i ty— —.
�t am a homeowner performing all work myself.
—"11 arrl a sole pmpdetor and have no one working in any capacity
I am an employer ptloviding vYorkemI compensation for my employees working on this job.
'L
coMe n E
E !3 • C
.gid rens �' Glll-E .
G+�'oGl4 3 !O vi S
�i ,
C,;�iTl rt 8m
?ddre�s _
Lit - Phone it.
Ins�n�e Co � p
Failtum to $MUM t overrpe an .mgWrW under Section ?SA or MGL 152 qn Iniad to the imposlson cf 01rhinai•penlitia4 of a Orta up to $1,500.c0
3r,a/or one yea m, impdaament as metl as civil penaitims in the, tonin of a STOP WORK ORDER and a One of ($100.00) a day against rne. 1
L,nderscand chat a caps qt thia satarmcit fr�y be totwwoea td the Office d InvestigaGorss of the Ota tar cowage, 148MeattOft.
so h, -ray ca rLey under Ufa pains and pena"s Of pKfwY that the tnibimation PmWeod above is live artd cwwt.
Signature Date
Print names Phoney #
Official use oniy do not wnte in this area to be completed by city or town official' Building Dept
QG:hmcA :fanmaciuta �xrsG+artsa :s raquead Building Dept [] Licensing e0ard
p selvc Jrrsn `s Office'
C] Health Department
Other .. .
VOR&k(AX'S COMPWS 1710H
CERTIFICATE OF INSURANCE ISSUE DATE: 816/01
THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Pulte Home Corporation of NE
COMPANIES AFFORDING COVERAGE
205 Hallen Road, Suite 211
COMPANY A , Pacific Employers Insurance Company
Warwick, RI 02886
COMPANY 8 Legion Insurance Company
COMPANY C
COMPANY D Ace American Insurance Company
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INO(CATE1). NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
EFFECTIVE I EXPIRATION I
TPO-LICY
TYPE OF INSURANCE _ NUMBER ) DATE DATE LIMITS
-
GENERAL LIABILITY GENERAL AGGREGATE $15,000,000
COMMERCIAL GENERAL LIABILITY GL4-0292043 511101 511/02 PRODUCTS-COMP/OP AGO. 515,000,000
ON AN OCCURRENCE BASIS I ! PERSONAL & ADV. INJURY $15,000,000
— - — y _
EACH OCCURRENCE $15,000,000
ADDITIONAL INSURED: ! FIRE DAMAGE (Any one fire) $1,000,000
MED. EXPENSE (Anyone person) $5,000
AUTOMOBILE COLLISION DEDUCTIBLE
COMPREHENSIVE DEDUCTIBLE
LOSS PAYEE: I - ^
COMBINED SINGLE LIABILITY LIMIT $1,000,000
CAL HO 7682773 I 611/01 511102 i (Owned. Hired & Non-owned)
ADDITIONALINSURED: �
EXCESS LIABILITY ( EACH OCCURRENCE
AGGREGATE
WORKER'S COMPENSATION and WLR C4 3091748 511/01 5/1/02 STATUTORY LIMITS
»..»_......»........_........ ,»........ _.-....... ............_.__.....»...»»»».
EMPLOYERS' LIABILITY EACHACCIDENT $1,000,000
MA, NVI SCF C4 309181 5 i 5/1101 I 5/1/02 ( DISEASE-POLICY LIMIT $1,000,000
DISEASE-EACH EMPLOYEE $1,000,000
'
PROPERTY I ' REAL AND PERSONAL PROPERTY, INCLUDING WHILE
LOSS PAYFE: IN COURSE OF CONSTRUCTION:
_ PER OCCURRENCE LIMIT
MORTGAGEE: SPECIAL FORM (INCLUDING FLOOD AND EARTHQUAKE)
iDEDUCTIBIP PER OCCURRENCE
OTHER
1
• i i
'
DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS
Residential construction, North Andover, MA
CEPTIMA"TE HOLDERCANCELLATION
Town of North Andover
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED
27 Charles Street
BEFORE THE EXPIRATION DATE THEREOF. WE WILL ENDEAVOR
North Andover, MA 01845
TO MAIL $Q DAYS WRITTEN NOTICE TO THE CERTIFICATE
HOLDER NAMED TO THE LEFT.
AUTHORIZED
REPRESENTATIVE
Sent By: PULTE H0ME CORP;
1 401 739 6457; Jan -27-03 12:03; Page 2
Permit Number
MECcheck Compliance Report Checked By/Date
1995 MEC
NIECcheck Software Version 3.3 Release I b
Data filename: F:\files\CST\SHARE\iMecCheck'Node lEnergyCode\MASCHECK\Lot 79N.cck
TITLE: Lot # 79 Sudbury Elevation 42
CITY: North Andover
STATE: Massachusetts
HDD: 6322
CONSTRUCTION TYPE: Single Family
DATE: 01 /27iO3
PROJECT INFORMATION:
Forest View
North Andover, MA.
COMPANY INFORMATION:
Pulte Homes of New England
NOTES:
Customer purchased elevation 42 and 2 additional walkout bays, I -
front, I- rear and transom front door
COMPLIANCE: Passes
Maximum UA _ 509
Your I lome = 489
3.9% Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R -Value U -Factor UA
Cell in- 1: Flat Ceiling or Scissor Truss
1 176
30.0
0.0
41
Ceiling 2: Flat Ceiling or Scissor Truss
42
30.0
0.0
1
Ceiling 3: Flat Ceiling or Scissor Truss
528
30.0
0.0
18
Wall l : Wood Frame, 16" o.c.
756
13.0
0.0
62
Wall 2: Wood Frame, 16" ox.
176
13.0
0.0
14
Wall 3: Wood Frame. 16" o.c.
504
13.0
0.0
41
Wall 4: Wood Frame. 16" o.c.
54
13.0
0.0
4
Wall 5: Wood Frame. 16" ox.
504
13.0
0.0
41
Wall 6: Wood Frame, 16" o.c.
54
13.0
0.0
4
Fall 7: Wood Frame, 16" ox.
176
13.0
0.0
I'll
Wall 8: Wood Frame, 16" o.c.
756
13.0
0.0
23
Window: 2852-2: Vinyl Frame, Double Pane with Low -E
57
0.340
19
Window: 2852-3: Vinyl Frame, Double Pane with Low -E
43
0.340
15
Window: 28310: Vinyl Frame, Double Pane with Low -E
22
0.340
7
Window: 2852: Vinyl Frame, Double Pane with Low -E
72
0.340
25
Window: 1852-2952-1852:
Sent By: PULTE HOME CORP;
1 401 739 6457; Jan -27-03 12:03; Page 3
Vinyl Frame, Double Pane with Low -E
33
0.340
11
Window: 2046-2: Vinyl Frame, Double Pane with Low -E
19
0.340
6
Window: 6-0x6-8 slider:
Vinyl Frame, Double Pane with Low -E
39
0.300
12
Window: 2862: Vinyl Frame, Double Pane with Low -E
34
0.340
12
Window: 1936-2 casement:
Vinyl Frame, Double Pane with Low -E
14
0.310
4
Window: 1852: Vinyl Frame, Double Pane with Low -E
46
0.340
16
Window: 4062: Vinyl Frame, Double Pane with Low -E
50
0.340
17
Door: 3-0x6=8 w/ 2 sidelights: Solid
33
0.280
9
2-80-8 service door: Solid
18
0.180
3
Floor I : Ail=Wood Joist/Truss, Over Unconditioned Space
484
30.0 0.0
16
Floor 2: Ail -Wood Joist/Truss, Over Unconditioned Space
1176
21.0 0.0
52
Floor 3: Ail -Wood Joist/Truss, Over Unconditioned Space
42
21.0 0.0
2
Furnace 1: Forced Hot Air, 81 AFUE
COMPLIANCE STATEMENT: The proposed building design described
here is consistent with the building
plans,
specifications, and other calculations submitted with the pennit. application.
The proposed building has been
designed to meet the 1995 MEC requirements in MECcheck Version 3.3 Release
1 b and to comply with the
mandatory requirements listed in the MECcheck It spe ion Checklist.
Builder/Designer _
Date .14-7 S
0
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11-7/e'LPI-30 4'-9' S' -H' S'-11' G'-5' 8'-0' 9'-3' IO' -6' N/A N/A
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14'LPI-30 2'-l' 3'-0' 3'-e' A' -(D' S' -e' 6'-7' 7'-6' 9'-0' 11'-2'
I4'LPT-36 3'-I1' 4'-8' S'-2' 6'-P.' 6'-11' 7'-8' 9'-3' 11'-0' 72'-9'
m o a cr: uaro W. al�lnls TIRE PULTE
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NFAE CT 1. OR HAWS OF BY IIO: AND THAT SUDBURY I I P U IJ T E HOME N.E.
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U'CFR THE LABS OF THE ME ANNC
JJRISCICPONS:
9 DELAWARE 6189 RHODE ISLAND 2354
MARYLAND 7745-R MASSACHUSSETIS 9857 176 E. MAIN S T . SUITE 1
- g NLIY ERSEYAI-13987 VIRUNIA LPI FLOOR FRAMING PLAN
S. CAROUNA 04417 N. CAROLINA 6362 WESTBORUGH, MA. 01581-1763
PENNSYLVANIA RA -015166B
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5, THE LENGTH OF UNCUT WEB BETWEENH ES MUST BE AT LEAST TWICE THE
LENGTH OF THE LONGEST ADJACENT HOLE DIMENSION
6, REFER TO L -P'S 'HANDLING AND INSTALLATION RECOMMENDATIONS' FOR FULL
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ID WESTB❑R❑UGH, MA 01581-1763
Location �.� 1� il I Q3
No. 389
P,).�,_Jvk�tiO 1)12
Date 3 `a 6 O 3
TOWN OF NORTH ANDOVER
a Certificate of Occupancy $
s'�"° MU • Eta Building/Frame Permit Fee $ Y,3C`+
Foundation Permit Fee $
Other Permit Fee $
TOTAL $ '13 y D
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Check #or—)a 5 y c
(
! 64-56
Building Inspector
MAP_ -04-2003 01:42 PM MARCHIONDA&ASSOCIATES 781 438 9654 P.01
((g
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S52'09053"E 997
LOT 79A
13156 S.F.
0,30 Ac.
I �+
78A
11016 S.F.
0.25 Ac.
59.1'
19' ,! N52'09'S3"W 71.1 V _
-fir S52'09'S3"E 55.73' _ N5
44.27' S
LOT 80A a 21
11158 S.F.
0.26 Ac,
ELEVATION= 166
TOP FOUNDATION
TOP FOUNDATION
ELEVATION=160.92
18.0'
L-59.92'
Ae12'29'03"
R-275.00'
22�.6' 6 �' 4'
e4a.o'" 9'
"E
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L-86.31'
R-350.00'
;al�'�1„�N ON MqEP
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PALOMINO DRIVE BT�PHHN M,
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RNINED
WE HEREBY CERTIFY THAT W U
THIS PLAN IS INTENDED FOR ZONING
PURPOSES ONLY, IT WAS PREPARED
THE PREMISES AND THAT THE BUIL ING IS LOCATED
AS SHOWN. THE STRUCTURE SHOWN CONFORMS
FROM EXISTING PLANS AND RECORDS
TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF
THE MUNICIPALITY WHEN CONSTRUCTED,
WITH THE STRUCTURES SHOWN LOCATED
BY AN INSTRUMENT SURVEY. THIS PLAN
ALSO, ACCORDING
TO THE F.E.M.A./H.U.D, FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL
SHOULD NOT BE USED FOR PROPERTY
NO. 250098 0015 C
DATED 6/2/1993 , THE STRUCTURE 1S NOT LOCATED
LINE DETERMINATION.
IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE.
CERTIFIED FOUNDATION PLAN
LOT 79A FOREST VIEW ESTATES
MARCHIONDA & ASSOC,,L.P.
NORTH ANDOVER, MA
ENGINEERING AND PLANNING CONSULTANTS
PREPARED FOR
PULTE HOMES OF NEW ENGLAND, LLC
62 AVE. SUITE I
257 TURNPIKE ROAD SUITE 200
STONONEHA AM,
, MA. 02380
(781) 438-6121
SOUTHBOROUGH, MASSACHUSETTS 01772
SCALE: 1"=30' DATE: 3/04/03
Date.. '3 .... .. . 9,2 .......
..... ... ..........
0,
.3
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
This certifies thaLm......... ..... ..........
has permission to perform ........ ...................................................
wiring in the building of ...:C.......:.:.. .
Q .................,/. ...............................
at.116)-2 North Andover, Mass.
............................................... . ................
Fee k�-.-
Lic. ..........
ELECTRICAL INSPECTOR
Check # /41
4374
The Commonwealth of iwassachusetLs otttr.4 t3 only�
�y
Department of Public Safety
V3_74
`�►Jccupancr S r.e CTerkad �/
�` BOARD OF FIRE PREVENTION REGULATIONS 527 G1r4R 12W 3/90 ^lta.veeta„ky
APPLICATION FOR PERMIT TO PERF=ORM ELECTRICAL WORK
All work to 1>e performed In accordance with the hlar.nachusetu Eltorlcal Code., 527 CMR 11!00
(PLEASE PRINT IN INK OR 'ME AI,I. 1ITFORR&TI:ON) Datee
City or Town of_.�I ... - Q r — To the Inspector of Wises:
the undersigned applies for a permit to perform the electrical work described belo4.
79
Location (Street & Number) ® ��\atJ ��IQ 4.._._.
Owner or
Owner's
Is this pewit in conjunction with a building permit- Yes 0 No ❑ (Check Appropriate Box)
Purpose of Buildin�J (? - " � - Utility Authorization NO. �_ L_.! _6
Existing Service Amps /—Volts Ove-:ead ❑ Undgrd ❑ No. of Heters
Nev Service d..0 j2 Amps / v �&,, Volts Overhead ❑ Undgrd No. of Peters i
Number of Feeders and Ampacity
Location and Nature of Proposed Electrical Work
No. of Lighting Outlets
Ifo, of Not Tubs
Total
No. of Transformers YyA
No, of Li htin Fixtures
6 g
_
In- ❑
Above grnd.
Swimming Pool grnd.
Generators l.V<\
No. of Receptacle Outletr.
No. of OLl 1lurners
No, of Emergency Lighting
Battery Units
FIRE ALARMS No. of Zone3
No. of Detection and
Initiating Devices
No. of Sounding Devices
No.
No, of Self Contained
Detection/Sounding Devices
thi
Local ❑ icipal Connnnectioection l] Other
Co
No. of Switch Outlets
No, of Gas Burners
No. of Ranges
No,`of`Air. Cond. Iotal�
tons
No. of Disposals
_
No. of Heat Total Total
Pum.Ps_ TC:t..�.....__... KW
No. of Dishwashers
Space/Area Heating Y.W
No. of Dryers
Heating Devices KN
No. of Water Heaters KW
No, of ado,-�;�
51 Its Ballasts
�.
Low Voltage
41rLow
No. Hydro Massage Tubs
No. of Motors Total lip
OTHER: ...._ �..� . .-1
A INSURANCE COVERAGE:- Pursuant to the requiremr.-nts of Massachusetts General Laws
A I have a current Liabilitx Tnsuranre I'ryllcy including Completed Operations Coverage or its substantial
equivalent. YESPA NO [J I have submitted valid proof of same to this office- YE -SCR NO
If you have checked YES, please indicate the type of coverage by checking the appropriate box.
INSURANCE I'lu, BOND ❑ OTHER ❑ (Please Specify)_
-� xpiration ate
Estimated Value of Electrical Work S C', l
Work to Start Inspection Date Required: Rough!^ _Final
Signed under the penalties of perjury:
FIRM NAME LIC. NO. t`1
hr3._
Licensee1�D(LI_Signature _ LIC. NO
Address 7' C�LBus. Tel. No. 71 r'Z Sty
It. Tel. No.
OWNER'S INSURANCE WAIVER: I aim awere. that the Licensee does n t have the insurance coverage or is sub-
stantial equivalent as requi.re.d by t:�ssar:husetts Genera; hJw and that my signature on this permit
application waives this requirement. Owner Agent (Please check one) -1-1"T, !n harm 140. PERMIT FEE S &67—
Date...xlml�
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
This certifies that ...... �.. / f�. �f k 9/t��1.....�)�dl....:................
has permission to perform ..... . S` .............................................
v firing in the building of P
at .....;:............. ............. / North Andover,
Fee`... ......... Lic. No/ ` .. ..........`...
....
f ELECTRICAL INSPECTOR
Check # 606 7
I/
4476
I
I
i.ommonwaa(Ui ol /f/ajdach►c�alLs; ` 011i at l;sc Only ^
Pcrn�L No.
d. � _•tJaParin►anl o�}iia �arvitad ,
Occupancy and Fee Checked
BOARD OF FIRE PREVENT ION REGULATIONS
((Rev- 11:991 1
�• (cavo blanll
APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK
All work to he performed in accordance with the,�1assacljusctts flcctrical Cod- N,I -Q. $.i CAIR I?.t10
(PLEASE PRINT I;V INK OK 7Y\P�-' ALL GYI' 1,b1,1770/V Date: �'
-City or Town uf: (�OY-�� To the luspeucir o '[Y"ires:
By this application Lite undersigned gives notic • Phis or her intention t f
• _ �,�9 it) ocrform the elecn•,r;l .vn.t• .►_�..-:a,._r ,__,
Location (Street & r\
Owner or Tenant i
Owner's Address
Is this permit ill coujunc 'uu with n buiidin. hermit°
1'ttr pose . Buildinn (de p �- /a,/
Existiitd Scrvicc Amps / Volts
NOV Service Amps / fulls
Number of Feeders and Arrtpacity
Locution and Nature of Proposed Electrical )York:
Ycs ❑ No- ❑ , (Cluck Appropriate Box) -
Utility :Authorization No.
Uvcnccad ❑ Uudgrd ❑ No. of 1lctcrs
Overhead ❑ Undgrd ❑ \'n, of:lletcrs
Cru»nlelinn n/rhn t,ll.,,o:.,o i..hr.. t._ —
No. of Recessed Fixtures
No. of Ceil.-Susp. (Paddle) Farts
-- - ...... ,,...,.,. ,, " "M ,,,JUccioror rrrr'eS.
! 0.01 1 ocat�`�1
frausforrucrs h�� •_�
No. of Litihting Outlets
No. of Ilol Tubs
Generators X A
Ir o. o utergency tg tang
Battery Unita
\'o. of Lighting Fixtures
Swimuuina Poul Above ❑ ln- ❑
b .md. und.
No. of Receptacle Outlets
No. of Oil Burners
FIRE ALAJbMS \'o. of Zones
No. of Switchei'
No. of Cas Burners
t0. o tectton and
Initiating Devices I
No. of Rnnges
No. of Air Comd. total
Tons
`No• of Alerting Devices
-No. of Waste Disposers
Heat Pump
Number ITons
_1� _
►`Iu. of c 1- ontamcd
.
Totals:
Detection/Alertino Devices
\'v. of Dishwashers
Space/Area Heating KW
Local 0 tl•Iuuic►pal
Connection ether
No. of Dryers (Heating
:appliances I��y IJecurity �ystents:
Ir`io. oC 1 ater
No. of Devices or Equivalent i
No. of No. of —'
13catcrs K1V
u:t(a 1ti'iriug:
Sins Ballasts \'o. of Devices or E uivalcrtt
No. H}'dromtassaoe BathtubsNo.
of illolors Total Iii'
1'elecommuntcattons it ng:
No. of Devices or Equivalent
7�
OTHER: `/ S�/J7,S •
,• . �•• �..,,,,�.,�„ u"'a" y rerrrea. or as regtttred Sr• the Inspector of {Vires.
1NSUIL-0CE COVERAGE: Unless waived by the owner, no perrnit for the performance of-elcctrical work may issue unless
the licensee proviLics proof of liability insurance including "completed operation" coverage or its substantial equivalent. 11te
undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office.
CHECK ONE: INSUR-ANCE ❑ BOND ❑ 0.11-IER ❑ (Specify:)
Estimated Value of Electrical Work: (When required by municipal policy.) Expiration Date)
`,York to Start: Inspections to be requested in accordance with NIEC Rule 10, and upon comale:ion.
1 cerrifj•, under the pains ant/penalties office un•, N:u1 the irtfurnrntiort or 1/1is application: is trite and cou►plete.
r11L11 .�,►� r 1:: v a r�/� �S c��S LIC. NO.: —2 /_1
Liccuscc: /�1,'c1i�,C. psT�- Si;nature % Li C. \0.:
tyappliraG e rcr ;i, ur t " it 1/ 0 U ce nrunoer l c.J Bus. Tel. No.:
Address: � 1 AUL. Tel. No.:
O1VNER'.S INSU I:ANCE 1`,'A1VER: I ant aware that the L censce does not have the liability insurance coverage rorntally
required by law. By my signawre below, I hereby waive this requirement. I ant Litz (chcek onc) ❑ ow»cr ❑ o\%'rt^r'S aLcat.
Owner/:Agent
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