HomeMy WebLinkAbout0041 TOBEY WAY �� � �b� Way
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Home Energy Rating Certificate Rating Date: 2020-06-23
Final Report Registry ID: 478718502
p Ekotrope ID: B26nNo82
Your Home's Estimated Energy Use: - This home meets or exceeds the
Use WSW] Annual Cost criteria of the following:
Heating 35.9 $610 2015 International Energy Conservation Code
Cooling 0.4 $27
Hot Water 12.1 $200
Lights/Appliances 19.4 $1,049
Service Charges $0
Generation (e.g.Solar) 0.0 $0
Total 67.8 $1,887
HERS'linclex Home Feature Summary: Rating Completed by:
"we Exero Home Type: Single family detached `
'_ ,so Model: WA Energy Rater. Andrew Popielarski
RESNETID: 5363711
omng 3L0 Community: N/A
130 Conditioned Floor Area: Z,034 ft2 Rating Company: Home Energy Raters LLC
izo 180 State Rd,Suite 2U Sagamore Beach MA 02562
1W Number of Bedrooms: 4 508-833-3100
Referemee :, 100 Primary Heating System: Furnace•Natural Gas•96AFUE
90 Primary Cooling System: Air Conditioner-Electric•13 SEER Rating Provider: Energy Raters of Massachusetts
so 2 Woodlawn Street Amesbury,MA 01913
Primary Water Heating: Water Heater•Natural Gas•0.96 UEF 97g 270 3911
fo House Tightness: 433 CFM50(1.29 ACH50)
Ventilation: 25 CFM,62 CFM•23 Watts,20.2 Watts
m
w This Home Duct Leakage to Outside: 59 CFM @ 25Pa(2.9/100 s f.)
to Above Grade Walls: R-20
Zero Ener w Ceiling: Vaulted Roof,R-44
gy
Home o Window Type: U-Value:0.29,SHGC:0.32 Andrew Popielarski,Certified Energy Rater
mmsr•EurEr ` �""� Foundation Walls: N/A Dig...itallysigned:6126/20at3:OOPM �.
ri �= 0 9 � gym" �' " • • t • - • • - .• • `•. • • ' • • • �
2015 IECC R-406 R S ET
Registered Energy Rating index
Re rt d o
Property Orlgani ation Energy Rating Index Information
Builder:Bayside Buidlers Company:Home Energy Raters LLC RESNET Registered Rating
Address: Phone:508-833-3100 Rating No:478718502
41 Tobey Way, Hyannis, MA02601 Rater.Andrew Poplelarski Rater ID (RTIN):5363711
Date Rated:2020-06-23
HERSAndex
Mare Energy Rated Home Calculated Rated Home Cost($/yr)
ISO Energy Use(MBtu)
Existing 140 Heating 35.9 $610
Homes 130 Cooling 0.4 $27
120 Water Heating 12.1 $200
Reference 1110 Lights &Appliances 19A $1,049
Home -----` 90 Photovoltaics 0.0 $0
.
e0
70 'Based mstardard operaing concHms
60
i ERI with PV:49
50
40 This Home ERI without PV:49
30
20
Zero EnergyUO
10 Electric(kWh):4,941.5 CO2 Emissions(Tons):6.1
Home Natural Gas(Therms):509.4 Energy Savings($)**:NIA
22015 0.ESxFT
Less Energy 'Based on the 2015 IECC R-406 Reference des�gn home
PASS
e o e e •
This home MEETS the Energy Rating Index Score requirement of 2015 IECC R-406 for Climate Zone 5. It
MEETS all of the requirements verified by Ekotrope. Mandatory.requirements are summarized on the 2nd page
of this report, some of which are not verified by Ekotrope.
Name: Andrew Popielarski Signature:
Organization: Home Energy Raters LLC Digitally signed: 6/26/20 at 3:00 PM
Company:Energy Raters of Massachusetts �s -
Address:2 Wood lawn Street Amesbury,MA 01913
9
Phone#:978-270-3911 � IYa tb88.136_
Fax#:
�q$D17ATtaN
To determine if a provider is properly accredited go to:www.resnet.us/professionallprograms/search—directory
(Confirmed and tested)
r
nK .r
Provision Number Topic Compliance Decision
20091ECC Table Building thermal envelope minimum insulation levels and PASS
402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC
R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO
installed in the house
R402.4.1.2 Envelope air leakage maximum leakage rate PASS
R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO
R402.4.1,1 R402.4.1.1
R402.4.4 Rooms containing fuel-burning appliances PASS*
R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS
(SHGC) PASS
R403.1.2 Heat pump controls PASS*
R406.2 Ducts outside of conditioned space to be insulated to a PASS*
minimum of R-6.
R403.3.2 Duct sealing on all ducts PASS*
R403.3.3 Duct-testing for ducts in uncondtiioned space PASS*
R403.3.5 Building cavities not used as ducts. PASS*
R403,5.1 Heated water circulation and temperature maintenance PASS*
systems comply
R403.5.3 Hot water pipe insulated to R-3 PASS
R403.6 Mechanical'ventilation meeting the requirements of the IRC PASS*
or IMC.Outdoor air and exhaust dampers installed
R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for
systems. permit
R403.8 Systems serving multiple dwelling units to meet the PASS"
mechanical requirements of IECC commercial code
R403.9 Snow melt and ice system controls installed where applicable PASS*
R403.10 Pools and permanent spa energy consumption meet PASS*
requirements for heaters,time clocks and covers
R403.11 Portable spas meet the requirements of APSP-14. PASS*
R404.1 High efficacy lights installed in 75%of permanently installed PASS
fixtures.
*These items have been field-verified by the Rater,Field Inspector, Code Inspector,or Builder.
IECC 2015 Label
41 Tobey Way
Ekotrope RATER -Version: 3.2.3.2470
HERS®Index Score: 49
uild'dirivefcsie , pees
Ceiling: R-44
Above Grade Walls: R-20
Foundation Walls: N/A
Exposed Floor: R-30
Slab: N/A
Infiltration: 433 CFM50 (1.29 ACH50)
Duct Insulation: Supply: R8, Return: R8
Duct Lkg to Outdoors: 59 CFM @ 25Pa (2.9/ 100
s.f.)
Window S Door ems. 77
U-Value: 0.29, SHGC: 0.32
Door: R-6
1Nechenical-Equipment Spacsw . >.-4 ..,.
Heating: Furnace• Natural Gas• 96 AFUE
Cooling:Air Conditioner- Electric• 13 SEER
Hot Water:Water Heater•Natural Gas•0.96 UEF
wilder or Design:Professio al4 a 7
Si nature:
Air Leakage Report
Property Organization Inspection Status
41 Tobey Way Home Energy Raters LLC 2020-06-23
Hyannis ,MA02601 Andrew Popielarski Rater ID(RTIN): 5363711
508-833-3100 RESNET Registered
Tobey Way 41 - B26nNo82 (Confirmed)
Tobey Way 41 - Final Builder
Bayside Buidlers
General Information
Conditioned Floor Area [ftq 2,034
Infiltration Volume[ftj 20,178
Number of Bedrooms 4
Air Leakage
Measured Infiltration 433 CFM50(1.29 ACH50)
ACH50(Calculated) 1.29
ELA[sq. in.] (Calculated) 23.82
ELA per 100 s.f.Shell Area(Calculated) 0.413
CFM50(Calculated) 433
CFM50/s.f. Shell Area(Calculated) 0,075
Duct Leakage
System 1
Leakage to Outdoors 59 CFM @ 25Pa(2.91100 s.f.)
Total Leakage Test Type Rough-In,with Air Handler
Total Leakage[CFM @ 25 Pa] 59.0
Total Leakage[CFM25/ 100 s.f.] 2.9
Total Leakage[CFM25/CFA] 0,029
Mechanical Ventilation
Rate[CFM] 25 CFM,62 CFM
Hours per day 24.0,21.5
Fan Power 23 Watts,20.2 Watts
Recovery Efficiency% 66.0,0.0
Runs at least once every 3 hrs? true,true
Average Rate[CFM] 25.0 CFM, 55.5 CFM
2010 ASHRAE 62.2 Req,Cont.Ventilation 57.8
2013 ASHRAE 62.2 Req.Cont,Ventilation 80.6
Ekotrope RATER-Version 3.2.3.2470
Pdl results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report.
Building Specification Summary
Property Organization Inspection Status
41 Tobey Way Home Energy Raters LLC 2020-06-23
Hyannis ,MA 02601 Andrew Popielarski Rater ID(RTIN): 5363711
508-833-3100 RESNET Registered
Tobey Way 41 - B26nNo82 (Confirmed)
Tobey Way 41 - Final Builder
Bayside Buidlers
Building Information Rating
Conditioned Area [ftj 2,034.00 HERS Index 49
Conditioned Volume[ft3] 20,178.00 HERS Index w/o PV 49
Thermal Boundary Area[ftZ] 5,764.90 _ _. r W _...
Number Of Bedrooms
Housing Type Single family detached
Building Shell
Ceiling w/Attic(None Windows(largest)I U Value:0.29,SHGC: 0.32
Vaulted Ceiling : Window/Wall Ratio 10.11
R44,LDF,12",10x16,G1,Unflrnshed U-0.02 Infiltration 1 433 CFM50(1.29 ACH50)
Above Grade Walls I R20,LDF,6xl6,G1 U 0 05 Duct Lkg-to Outside 159 CFM @ 25Pa(2.9/100 s f)
Found.Walls None _ Total Duct Leakage
Framed Floors I R30,FG,10x16,G1 R 30 59 CFM @ 25Pa(Rough-In,with Air Handler)
_ r _ Slabs None
Mechanical Systems
Heating Furnace•Natural Gas •96 AFUE
Cooling Air Conditioner• Electric• 13 SEER
Water Heating Water Heater• Natural Gas•0.96 UEF
,Programmable Thermostat Yes
Ventilation System 25 CFM,62 CFM•23 Watts,20.2 Watts
lights and Appliances
Percent Intedor LED 100% Clothes Dryer Fuel Electric
Percent Exterior LED 100°! TM Clothes Dryer CEF 3.9
Refrigerator(kWhlyr) 570.0 Clothes Washer LER(kWhlyr) 105.0
Dishwasher Efficiency _. _ 269 kWh Clothes Washer Capacity _. _ 4 5^ F
Ceiling Fan(CFMNVatt) 70.4 w Range/Oven Fuel Natural Gas
Ekotrope RATER-Version 3.2.3.2470
All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report.
Mass Save RNC PFS Savings Report
Property Organization Inspection Status
41 Tobey Way Home Energy Raters LLC 2020-06-23
Hyannis,MA 02601 Andrew Popielarski Rater ID(RTIN): 5363711
508-833-3100 RESN ET Registered
Tobey Way 41-1326nNo82 (Confirmed)
Tobey Way 41-Final Builder
Bayside Buldlers
Annual End-Use Consumption Reference Home Rated Home Savings % Saved
Heating[Natural Gas Therms] 712.5 476.7 235.8 33.1%
Heating[Electric kWh] 206.1 141.1 65.0 31.5%
Cooling[Electric kWh] 284.4 258.9 25.5 9%
Hot Water[Natural Gas Therms] 162.0 121.0 40.9 25.3%
Lights&Appliances[Natural Gas Therms] 33.4 33.4 0.0 0%
Lights&Appliances[Electric kWh] 4,709.0 4,709.0 0.0 0%
Total[Natural Gas Therms] 907.8 631.1 276.8 30.5%
Total[Electric kWh] 5,199.5 5,109.1 90.5 1.7%
Electric Savings Incentive $31.66
Fuel Savings Incentive $968.63
Percent Savings Incentive $773.53
Rater Incentive $350,00
Participant Incentive $1,773.82
Percent Savings 25.78%
`Raterinaentive is distributed directly b Raterby Mass Save Program.
Ekotrope RATER-Version 3.2.3.2470
All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report.
RESNET HOME ENERGY
RATING Standard Disclosure
For home(s) located at: 41 Tobey Way, Hyannis, MA
Check the applicable disclosure(s):
1. The Rater or the Rater's employer is receiving a fee for providing the rating on this home.
E]2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting
services for this home:
[]A. Mechanical system design
E]B. Moisture control or indoor air quality consulting
0 C. Performance testing and/or commissioning other than required for the rating itself
D. Training for sales or construction personnel
E. Other(specify)
3. The Rater or the Rater's employer is:
[]A. The seller of this home or their agent
B. The mortgagor for some portion of the financed payments on this home
C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home
[]4. The Rater or Rater's employer is a supplier or installer of products,which may include:
Products Installed in this home by OR is in the business of
HVAC systems MRater EEmployer LjRater Employer
Thermal insulation systems []Rater UEmpioyer Rater Employer
Air sealing of envelope or duct systems Rater []Employer Rater Employer
Energy efficient appliances DRater Employer Rater Employer
Construction (builder, developer,construction contractor, etc) []Rater UEmployer Rater Employer
Other(specify): Rater MEmployer Rater Employer
E]5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for
Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy
Services Network (RESNET). Rater Certification#: 5363711
To report any complaints regarding this Rater's service, please visit: http://www.energyratersma.com/Feedback_New.html
Name: Andrew Popielarski Signature: err. &tk TA) P &.&-
Organization: Home Energy Raters LLC Digitally signed: 6/26/20 at 3:00 PM
I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating
Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy
Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating
quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and
are posted at
https://standards.resnet.us
The Home Energy Rating Standard Disclosure for this home is available from the rating provider.
RESNET Form 03001-2 -Amended March 20, 2017
1
CAPE COD
l tVElI �Y t� t'aNs
BUILDING DEPT .
378 Route 130 JUL 0 8 2020
Sandwich,MA 02563
PH:774-205-2001•844-90-AUDIT `
TOWN of BARNSTABLE
Permit Affidavit ,
i r
Permit#:
I,Craig Bishop,confirm that the weatherization and air sealing work completed at 32,Putter_Lane Centerville
has been completed in accordance with 780 CMR.
Signature: `
Date: 6/30/2020
}
�tKE
Y
Application Number.................. ..................... .... ... .
BAMBrABM
MAS& hermit Fee......... Other F f(/
�vl Total Fee Paid. �W............... ......
TOWN OF BA]E NSTABLE emit Approval by.....�'�� �
BUILDING PERMIT ;
X. .................Parcel..........L-0.. .......................
APPLICATION
Section 1 —Owner's Information and Project Location
Project Address C�j' Vill e
Owners Name
Owners Legal Address I cob A !DZ5 .4
City '--I State Jr,,A V** Zip (�
1's—t
Owners Cell# ,' P25- 4 2-0'y7 W` E-mail
Section 2 —Use of Structure
Use Group 1 ❑- `Commercial Structure over 35,000 cubic feet
® Commercial Structure;�under 35,000 cubic feet
Single/Two Family Dwelling
Section 3 — Type.of Permit
New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use
❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm
Rebuild ❑ Deck Apartment ❑ Sprinkler System
❑ Addition ❑ Retaining wall ❑ Solar
❑ Renovation ❑ Pool ;_ ❑ Insulation
Other—Specify_
Section 4 - Work Description
o uG /
Tact nndRterl- 1 1/15001 R
Application Number....................................................
Section 5— Detail
Cost of Proposed Construc 'on C-xz Square Footage of Project t job
Age of Structure Dig Safe Number
# Of Bedrooms Existing Total#Of Bedrooms (proposed)
110 H Wind Zone Compliance Method MA Checklist WFCM Checklist Design
1 MP P ❑ ❑ �
Section 6—Project Specifics
,Y,
Wiring ❑ Oil Tank Storage Smoke Detectors
Plumbing Gas ❑ Fire Suppression
Heating System ❑ Masonry Chimney ❑Add/relocate bedroom
Water Supply Public Private '
Sewage Disposal ❑ Municipal On Site j
1
Historic District ❑ Hyannis Historic District ❑ Old Kings Highway
(' Yes No
.Debris Disposal Facility:� e�v�QJlh t� I am using a crane ❑ El
Section 7—Flood Zone
i
Flood Zone Designation
`Within or adjacent to a wetland, coastal bank? Yes ❑ No
Section 8—Zoning Information
Zoning District Proposed Use Lot Area Sq. Ft. C
Total Frontage f10 Percentage of Lot Coverage # of Dwelling Units (on site)
Setbacks Front Yard Required� Proposed
Rear Yard , Required w. Proposed y�
Side Yard Required /0 Proposed
Has this property had relief from the Zoning Board in the past? ❑ Yes No
Last updated: 11/15/2018
Application Number............................................
Section 9= Construction Supervisor
'} p 'S�S-77/--/a L16
Name Telephone Number
Address P City State kKr+- —Zip � Q1j
License Number_ p' sCES License Type C Expiration Date
Contractors Email Cell# . -7 / - /D' l
I understand my responsibilities under the rules and regulations for icensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and
documentation r ed by 780 CMR and the Town of Barnstable.Attach a copy of your license.
Signature Date u h V�7
Section 10—Home Improvement Contractor
Name Telephone Number
Address ' City ._ State Zip
Registration Number . `ram 'Expiration Date ay Iq tz:j
I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780
CMR the Massachusetts State Building Code: I understand the construction inspection procedures,specific inspections and
documentation r ed by 780 and the Town of Barnstable.Attach a copy of your H.I.C...
Signature Date
Section 11 —Home icense Exemption
.i Home Owners Name:
Telephone Number Cell or Work umber
I understand my responsibilities under the rules and re or Licensed Construction Supervisor in accordance with 780
CMR the Massachusetts State Building Cod erstand the co lion inspection procedures,specific inspections and
documentation required by 780 CMR and the Town of Barnstable.
Signature Date
"PJJLICANT SIGNATURE
Signature Date ll r1
Print Name ( Telephone Number 77ff-Lf-t-Olf2�
E-mail permit to: jniCw _k_ W5�e
k Last updated: 11/15/2018
Section 12 —Department Sign-Offs
Health Department El Zoning Board(if required)
Historic District ® Site Plan Review(if required) El
Fire Department El
Conservation
For commercial work,'please take your plans directly to the fire departmentfor approval,
F_ Section 13—Owner's Authorization
19 , as Owner of the subject property hereby
authorize to act on my behalf, in all
matters relative to work authorized by this building permit application for:
(Address of job)
Signature of Owner date
Print Name
t
i k
' t
Last updated: 11/15/2018
tHErti Town of Barnstable
:&UMsrABLF. Building Department-200 Main Street
9$ " ��`q Hyannis, MA 02601
ArEo MAC' Tel. (508) 862-4038
Certificate Of Occupancy
.Permit Number: B-19-3892 CO Issue Date: 7/8/2020
Parcel ID: 246-078-004 Zoning Classification: RB
Location: 41 TOBEY WAY, HYANNIS Proposed Use:
Name of Tenant: Sprinklers Provided:
Gen Contractor: BAYSIDE BUILDING INC
Permit Type: Residential - Land
Type of Construction:
Design Occupant Load: 0
Comments: FOUR BEDROOM SINGLE FAMILY.
2 �
I"✓�
c
Building Official Date:
A Certificate of Occupancy is Required Prior to Occupying Space
Building Code: 780 CMR 9th Edition
Town of Barnstable _ Building
Post This Card SowThat rt is Visible From the Street A rovedPlans Must be Retained onlob and this Card Must:be Kept
b Posted Until Finallnspection Has Been Made r K
u Permit
°Where a Certificateof Occupancy is Required;such eu�ldmg shalNot,be Occupieduntil a Final Inspection has been made?,
„_...,,, .tom:...; : ;»�.�.�„ .•.may._.•.�;,�., ;�.�:,.r .,� ;..., aa..��<: �.�..,��„ - . �. .,�•• �...,_ .,._....� �� ,,,... ,u� .,•,,.,..��..,, .��x,, •.�, . �,
Permit No. B-19-3892 Applicant Name: BRIAN T DACEY Approvals
Date Issued: 12/04/2019 Current Use: StructurreelL
Permit Type: Building-New Construction-1 or 2 family Expiration Date: 06/04/2020 Foundation: 98 p -3,;w
Residential Map/Lot: 246-078-004 Zoning District: RB Sheathing`a 3-3, -22Is
Location: 41 TOBEY WAY,HYANNIS Ifi - d� 3 _
Contractor Name BAYSIDE BUILDING INC Framing: 1 J a�
Owner on Record: COMEAU,JUNE Contractor License: 113786
2
Address: 109 SALEM ST UNIT 503
Est Project Cost: $250,000.00
Chimney:
REVERE, MA 02151 a Permit Fee: $1,400.00
OK
Insulatio
Description:. To Construct a (4) Bedroom 2 and 1/2 Bath Cape Style Home w/an Fee $ 1,400.00
Paid
Attached 1/car garage. Final:� �i•
. '" Date 12/4/2019
Project Review Req: AS BUILT REQUIRED
Plumbing/Gas
df
Rough Plumbing:
Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within six months.after issuance.
All work authorized by this permit shall conform to the approved application and,th approved construction document§for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures`sha�ll be in compliance with the local zomn"j by laws,and codes.
This permit shall be displayed in a location clearly visible from access street 6kroad,and shall be maintained open for public mspdd for the entire duration of the Final Gas:
work until the completion of the same.
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by theI Building and; kp'Officials are provided on thi's Permit.
Minimum of Five Call Inspections Required for All Construction Work: 4 Service:
1.Foundation or Footing
2.Sheathing Inspection ' _ Rough:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final:
5.Prior to Covering Structural Members(Frame Inspection)
Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
Building plans are to be available on site Fire Department
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final:
v Kevin M.Kit rrnze
Brian F.Garner.
Christopher J.Kirrane
ofcowtsd
Dffllning_.Kirrane,McNichols Garner,LLP Jessica C.Sornmer PatriciaMcGauley
Nicole B.Norkevicius Elizabeth A.McNichols
AT i 0 IN N r_- Y 5 A -r 1.. ^, W Christopher A.Veara MicliaelA.Dunning
November 1, 2019
Ms. Michelle Gauvin
27 Eaton Road
Lexington, MA 02420
RE: 41 Tobey Way, West Hyannisport, MA
Barnstable Assessor Parcel ID No. 246/078/004
Dear Ms. Gauvin:
At your request, I have reviewed the lot at 41 Tobey Way, West Hyannisport. Based on the
review of the available plans and public records it is our opinion that this is a buildable lot under the
provisions of the Barnstable Zoning By-laws.
The property known as 41 Tobey Way, West Hyannisport(Barnstable Assessor Parcel ID No.
246/078/004, see Assessor's card attached as Exhibit A)is shown as Lot 4 on the plan entitled"Plan of
Land in Barnstable(West Hyannisport)Mass."surveyed for Joseph Manfredonia by Cape Cod Survey
Consultants, dated January 14, 1980 and recorded at the Barnstable Registry of Deeds in Plan Book 341,
Page 1 (a copy of the plan is enclosed as Exhibit B) (the"Plan"). The lot consists of approximately
12,470 square feet, more or less, in the Residential RB Zoning District("41 Tobey Way"). 41 Tobey
Way is a vacant lot as shown on the Assessor's card, and you are the prospective owner (a copy of the
current owner's deed is enclosed in Exhibit C).
The current minimum lot size requirements for the Residential RB zoning district are 43,560
square feet,a minimum lot width of 100 feet and frontage of 20 linear feet. 41 Tobey Way does not
meet the current minimum lot size requirements as it is approximately 12,470 square feet,but whereas it
meets the requirements of Barnstable Zoning By-Law § 240-91(B) and (C), it may be considered a pre-
existing legally created "Non-conforming lot."
Zoning By-law§240-91(B)(1) provides that:
Common lot protection. Any increase in the area, frontage, width, yard or depth requirement of this
chapter shall not apply for a period of five years from the effective date of the change, to a lot for single-
or two-family residential use that:
Shellback Place 133 Routc_g P.O.Box 560
Nlashpce,Massachusuts Q-61i9 (508)4 6500 (508)477-io33 ditnkir ?dunnitigkirranr.com
clunningkiti:arie.com
PA(
Ms. Michelle Gauvin
November 1, 2019
Page 2
a) Is held in common ownership with not more than two adjoining lots; and
b) Had a minimum of 7,500 square feet in area and 75 feet of frontage or the minimum frontage i
requirement for the zoning district in which it is located; and
c) Was recorded or endorsed on a plan that conformed to zoning when legally created; and
d) Conformed to applicable zoning requirements as of January 1, 1976.
First,41 Tobey Way meets the requirement of§ 240-91(B)(1)(a)as it was held in common
ownership with 31 Tobey Way(Barnstable Assessor Parcel ID No. 246/078/003)pursuant to a deed
dated March 26, 1980,recorded at the Barnstable Registry of Deeds in Book 3074 Page 188 (see Exhibit
D). The owners of Lots 3 and 4(31 Tobey Way and 41 Tobey Way respectively) were Leo J.
Manfredonia and Janet M. Manfredonia.
These lots were the only lots held in common ownership at that time as Lot 2 was owned by
Maryann F. Manfredonia pursuant to a deed dated March 26, 1980, recorded at the Barnstable Registry
of Deeds in Book 3074 Page 190. Lot 5 was owned by Joseph A. Manfredonia and Leonara J.
Manfredonia pursuant to a deed dated March 26, 1980,recorded at the Barnstable Registry of Deeds in
Book 3074,Page 190.
Secondly, the lot meets the requirements of§ 240-91(B)(1) (b)(c)(d)as Lot 4 on the Plan
exceeds 7,500 square feet in area and has over 75 feet in frontage. Likewise, Lot 4 is located on
recorded plan that conformed with zoning at the time and it conformed to applicable zoning as of
January 1, 1976. The zoning requirements for RB Zone from 1976 until 1986 were a minimum area of
10,000 square feet and at least 100 feet in width. Thus, 41 Tobey Way meets all requirements of the
Zoning By-laws under § 240-91(B).
Further,41 Tobey Way is protected by § 240-91(C)which states: The protection afforded by
Subsection B (meaning § 240-91(B)) shall become vested upon the sale or transfer of the lot so
protected into ownership separate from that of adjoining lots or the building thereon of a residence.
While 41 Tobey Way was held in common ownership with 31 Tobey Way in 1980,the common
ownership was severed when it was deeded to a new owner in 1989 pursuant to a deed from Leo J.
Manfredonia and Janet M. Manfredonia to Joseph M. Manfredonia which is recorded in the Barnstable
Registry of Deeds in Book 7006 Page 310 (see Exhibit E). Because the zoning requirements changed in
1987, 41 Tobey is protected because it meets all requirements of§240-91(B) and it was deeded into
separate ownership before the end of the five year protection period provided for in § 240-91(B).
Shell back Prue M Rt 28 Box s6k)
\•iashhee,,llassachusccrs 02649 [508]477 6500 f)'08]417 3697 duuicir dunnittgkirrtne.cant
duuuingl<irrat�e.com
PA(;;e 3
Ms. Michelle Gauvin
November 1,2019
Page 3
It is our opinion that`the property i.s a'buildable lot under the cited provisions of.the Barnstable
Zoning Bylaw,subject however to all other applicable requirements of Barnstable's Zoning By-Law,the
State Wetlands Protection Act,the local Wetlands By-Law,Title V of the State Sanitary Code,Flood Plain
Zone,the Massachusetts State Building.,Code and any other applicable land use regulations,
Please contact me if there are any questions. Thank you.
Very truly yours;
Jessica C: Sommer
xs-l' r
Shellhack Place 133 Rt 2, Box 56o h a? f•: t+i;� ut Uc,fir
.N.•lashpee,Niassachusurs 02645 [568]477 65l?0 '[5.05]-#%75(iQZ dunk i0dunningk irinc.cnin
dulm nglzirrane.cum
EXHIBIT A
Property Print !Page I of 3
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+ Print.this pag
Owner Information V
Map/Block/Lot: 246/078/004
Property Address
41 TOBEY WAY
Village: Hyannis
Town Sewer At.Address:No
GIS Zoning Value: RB
Owner Name as of 1/1/18:
COMEAU,JUNE
109 SALEM ST UNI7503
REVERE,MA.02151
Co-Owner Name
Assessed Values
Appraised Value Assessed-Value
Building Value $ 0 $0,
Eitra Features $.0 $ 0
Outbuildings $ 0 $ 0
Laud Value $56,700 $ 56,700
Totals $56,700 $ 56,700
Past Comparisons
2018 -$66,000 ''
2017-$66,OQ0 sw
2016-$ 53;600,
208 $M,700.
2014 $ 54700 r,
2013 $ 53'
2`012 $ 51,700
a
2011 r$ 51;700
2010 -$78,600 s ,
2009 :$98,000 -_ !
Tax'Information
i
hitps:Htowiiofbariistable.us/Depar.tments/`Agsessin ropertY—
Values/ofint l9.asp?av=0&s.;. 9/17/201,9
Property Print Page 2 of 3
i
Hyannis FD Tax(Commercial) $ 0
I
Hyannis FD Tax(Residential) _ $ 174.64
i
Community Preservation Act Tax $ 16.16
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Town Tax(Commercial) $ 0
Town Tax (Residential) $ 538.65
I
$ 729.45
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Sales History
Owner: Sale Date Book/Page: Sale Price:
COMEAU, DUNE 2006-09-18 21357/328 $1
i
MANFREDONIA, JOSEPH M . 1989-12-15 7006/310 $1
MANFREDONIA, LEO J 1980-03-28 3074/ 188 $0
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Photos
There are not any photos for this parcel
Sketches
i
A sketch is not available for this parcel.
AsBuilt Card N/A
132N barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only
BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium
BMT Basement Area(Unfinished) FUS Second Story Living Area SPE Pool Enclosure
(Finished) _ ..
BRN Barn GAR Garage TQS Three Quarters Story(Finished)
CAN Canopy GAZ Gazebo :UAT Attic Area(Unfinished)
CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished)
FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished)
FCP. Carport KEN Kennel , UTQ Three Quarters Story
(Unfinished)
FEP Enclosed Porch M21 Mezzanine,Unfinished UUA Unfinished Utility Attic
FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story
(Unfinished)
FOP Open or Screened in Porch PRT Portico WDK Wood Deck
PTO Patio
https://townofbarnstable.us/Departinents/Assessing/Property_Values/print_l 9.asp?ap=0&s... 9/17/2019
Property Print Page 3 of 3
Construction Details
Land
USE CODE 1310
Lot Size (Acres) 0.29
Appraised Value $ 56,700
Assessed Value $ 56,700
Construction details are not available for this parcel.
Outbuildigg and Extra Features
There are not any extra building features on record at this time.
https://townofbarnstable.us/Departments/Assessing/Property Values/print l 9.asp?ap=0&s... 9/17/2019
EXHIBIT B
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i
EXHIBIT C
BEc 213!57 #=--.-328 C 583 5o
09--18•--2006 of 03=04 w
QUITCLAIM DEED
I, JOSEPH M. MANFREDONIA, of 67 Melvin Road, Arlington, MA 02174
For consideration paid and in full consideration of ONE AND 00/100 ($1.00) DOLLAR
grant to JUNE COMEAU, of 109 Salem Street, Unit 503, Revere, MA 02151
with quitclaim covenants
A certain parcel of land referred tows LOT 4 on a Plan of Land in Barnstable (West
Hyannisport),Mass.forJoseph Manfredonia,Scale:V=40 feet,January 14, 1980,James
B, Lapsley, Registered Land Surveyor, see Barnstable Registry of Deeds Plan Book 341
Page 1.
NORTHERLY by Lot 5 on said Plan, 121.27 feet;
EASTERLY by a way known as Tobey Way, 100.00 feet;
SOUTHERLY by Lot 3 on said Plan, 128.21 feet;
WESTERLY by land now or formerly owned by William Triant,
100.21 feet.
PROPERTY ADDRESS: Lot 4, Tobey Way,, West Hyannisport, MA
For my title,see deed from Leo J.Manfredonia and Janet M.Manfredonia dated November
28, 1989, and recorded in the Barnstable County Registry of Deeds in Book 7006, Page
310.
Executed as a sealed instrument this 1311 day of Septe er 2006.
JO H ANFREDONIA
COMMONWEALT OF MASSACHUSETTS
Barnstable, as
On this 13" day of September, 2006, before me, the undersigned notary public,
personally appeared Joseph M. Manfredonia,,proved to me through satisfactory evidence
of identification, being -(check one): or other state or federal
governmental document bearing a photographic image,0 oath or affirmation of a cretip-
witness known to me who knows the above signatory, or❑ my own personal knoof the identity of the signatory, to be the person whose name is signed on the p6or attached document, and acknowledged to me th he sig ed if voluntarily for iti purpose.
Nola blic•
Harvey Kupelnlck
My co fission expires: NOTARY PUBLIC
My commum e0os,w is,2008
BARNSTABLE REGISTRY Of DEEDS
EXHIBIT D
a
I
;�� eoo><3D741 scE 188 *r`
h 06856
Joseph Manfredonia of Craigville Beach Road,, West Hyannisport,
Barnstable: County,mivachusetta ; •
in consideration of }
love;and affecti2n.
grant sto Leo J.-Manf.redonia:and Janet M. hanfredonia,. husband:and4
� wife, as-tenants by the entirety y,
.jr
of: 67^Melvin- Road, ,Arl'ington, Ma'Sea
chusatts r '
wish ygitctnttn titienbi�fe. i }
�P —
F# , the land in sitaatod. in the Town of earnst_able (bloat Hyannisport) r R a
bounded and described as follows:
P.
u• . ' PARCEL"1`s A "certain parcel of land "referred to as LOT 3' on a Plan
of�Lan in Barnstable .(West Hyannisport)e Mass. for Joseph j
I " •Ma.nfredonia, :Scalet 11' 40 feet, :January 14, 1980,, James B. Lapsl"ey, , '
'. Registered Land'Surveyora see Barnstable Reg. of Deeds Plan Book 041 Fg.li 4 �
'O f NORTHERLY by,Lot 4 ion said lPlan, 128.21 feet) i rb
x, EASTERLY by a way known as Tobey Way, :100.00 foett I Y 6`t
• SOUTHERLYb Lot 2 on said -Plan; 135.:15 feet(
t WES`l�ERLY• by land -no w 'or -formerly owned by Williasn,Triant,- j
44
,r• ,i .�. 100.21 feet.
Y ( °; PARCCL 2i A 'certain parcel,of land referred to as LOT 4 •ona Plan I
Q. of-La -in+F; Barnstable�t(West Hyannisport), 'Mass. for Joseph s ,- Danfredonia, Scale: 1 40 feet, :January 14, 1980, James B. Lapsley, f
d 'Registe"red°Land Surveyor, 'see Barnstable ".Reg. of Deeds Plan Book 341 g.l!
NORTHERLY by to 5'on said-Plan; 121.27 :feet/
a '' EASTERLY' by a way. known as Tobey way; 100.00'f6etjSOUTIMIL
i r WGSTCRLYY, by" land Lot noworifoimerl downed b�eWilliam Triant,'
,{ I . P y . Y Y
100.21 feet: .Al , Por my title,-itee deed from Erastus H'. Hewitt to Joseph Manfredonia
&1 and Florence M. Man'f,redonia (since.deceased), husband and wife, t»K
i dated -July 31, 1953. and recorded in the Barnstable County Rdryistry; 'i_
I fi{t' W Deeds in Book 850' Page `378.
Executed u a sealed Inlrument thle y of e//.
Jos h Manfred ia_
+,
,ft
lir
l `' °= the GlotntnonWealfh ;af" a"senc((ueetts :�
y ! Barnstable u. 'd 19
e y t > Then;person; ,appeared the:above nomad Joseph Manfredonia #
„r and sArtowledacd the Ifarcdomj3mtrumero, i'io be, ,hs (tce:ap dccA,
if Sy. - - - -
Irj!. t. Michael J. P ci Nato nalk`_
L. My cc'.611on tap' -. S �. 19 Y
i_:: } ° i Y
ig
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EXHIBIT E
I
r
MAiaACHUMMS OUrTC"Ihs G[co 40HORT/"M (1140IYlotlA4) ''.'•h�.'Y�'? �'"`.
t r
BOOK 7 a 0 b PAGE 310
We, Leo J. Maglfredonia and Janet M. Manfredonia, husbarxl and wife, both
of Arlington Middlesex Cnuaty,M"Whumus,
biingAsiipsrinJ�J,tot cooridentioa paid,and in full mnslderatsoa of One Dollar
gnat to Joseph H. Hanfredonia
of 67 Melvin Road with qu*lxtM raGxttsaU
Arl.irrgtcn, milssach setts 02174
f
. daletsueHmt `�_
(I)a.alptira and mcumbnnrtt,if.ayl - -
A certain parcel of land referred to as I[n 4 ona Plan of Land in Barnstable -
.� 14,
(West Hyannisport), Mass. for s land Strzve'u r, see Barnstable Registry January
f�Deeds
1980, Janes B. Lapsley, Reg' Surveyor,
'=
! Plan Book 341 Page 1.
Nxawn3 by Lot 5 on said Plan, 121.27 feet;
FASi>:'= by a way )cnown as Tbbey Way, 100.00 feet;
SGQI».Y by Lot 3 on said Plan, 128.21 feet;
WESTERLY by land now or formerly owned by Willian Triant,
100.21 feet.
For my title, see deed frctn Joseph Manfredonia dated March 26, 1980, and recorded in
the Barnstable County Registry of Deeds in Book 3074, Page 188.
5
i S _
"A sed s this.........Uth.......day o fix.. 19...Q9.
l
jj ... i
...... .......................
.........•... ...................................................... ...........-...................•......
• �lpr�aauttoamral2ll at�llnslttliutat2sl �r"`�
E.
w tsavanber 28, 1989 i
Middlesex �,•
TIM pa dully,pptudd dte abom nursed LED J. t43ta1�IDOlIIA and JANET M. MANFIlMONIAr
a Y!I and aCknoa1dgcd the imping wsaument w be their5Z.-
9d deed,before toe F� �
__4William J "#; 2'�
(a[nditidwl—Joint Tenants--Tenants in common.) ?, s
pUTil1 l�!SEG i AA AMENDED EY CHAP7 'U 491 Of 1969 � '()lt o`�h
Errry deed oraeatsd F«eecerd tl,all Contain«fur.endor.ed upon It th4 full name.midenee 1nJ pml oflke.4drns of t6i Yf.as.Y' .
lnd a neirll oft amouat d the full consideration thereof in dollus«the n.ture of the other cvnrid...(ion therdoe,if Sol deiimed f«
.specific monetary team Tin lull eoroidenrion dull mnn th.total price («the to M snit■s h.11 deduction,to soy f u « M,
cwnhrancej named b/the gnotee«mnainir,iI thetrom All such erdorsernmu ar,d mifals rhall be recorded a part d the detd. .+
Eiilure to comply with dil section"I not lfkct sIK-iidlty of say 4eod.r3e register of deeds"I 1Kr9t.&wI f orJat £:
raeeoo of thin.ectioo. '-
. it is in t«nplilr,ce with sae re�,i RECORDED DEC 28 89 ,:�F••%:, k+..
i
Home Energy Rating Certificate Rating Date:
Registry ID:.Unregistered
Projected Report Ekotrope ID: 1326nNo82
Index • Savings
performanceYour home's HERS score is a relative 41 Tobey Way
• number,
the more • home. • Builder:
541earn more, • • toan averageBayside Buidlers
Your Home's Estimated Energy Use: This home meets or exceeds the
Use WWI Annual Cost criteria of the following:
Heating 42.6 $725 2015 International Energy Conservation Code
Cooling 0.4 $27
Hot Water 10.9 $180
Lights/Appliances 17.6 $1,090
Service Charges $0
Generation(e.g.Solar) 0.0 $0
Total: 71.5 $2,022 HERS'Inde)( Home Feature Summary: Rating Completed by:
More Energy Home Type: Single family detached Energy Rater•Chris Mazzola
2so Model: N/A RESNET ID:8873503
Existing ; 240 Community: N/A
Homes ue 2 Rating Company:Home Energy.Raters LLC
Conditioned Floor Area: 1,999 ft
120 180 State Rd,Suite 2U Sagamore Beach MA 02562.
110 Number of Bedrooms: 3 508-833-3100
RefeHonmee too Primary Heating System: Furnace•Natural Gas•95 AFUE
90 Primary Cooling System: Air Conditioner•Electric•13 SEER Rating Provider:Energy Raters of Massachusetts r
e0 Prima Water Heating: Water Heater•Natural Gas•0.92 Energy Factor 2 Woodlawn Street Amesbury,MA 01913
tea.,;
"0 Primary 9 9Y : x.r§••.oeSS
so .�. House Tightness: 2.7 ACH50 978-270 3911 `"
S0 r+� Ventilation: 40.0,12.5 CFM•27.0,8.0 Watts
t
eo This Nome
3o Duct Leakage to Outside: 39 CFM @ 25Pa(3.92/100 s.f.)
20 Above Grade Walls: R-21
Zero Ene 10 Ceiling: Vaulted Roof,R-41omeo Window Type: U-Value:0.3,SHGC:0.3 -
Chris Mazzola,Certified Energy Rater
•mu•[snn Foundation Walls: N/A - Date:.11/18/19at 3:34 PM .
Building Specification Summary
Property Organization Inspection Status
41 Tobey Way Home Energy Raters LLC Results are projected
Hyannis,MA 02601 508-833-3100
Chris Mazzola
Tobey Way 41
Tobey Way 41-B26nNo82 Builder
Bayside Buidiers
Building Information Rating
Conditioned Area[ft'J 1,999.00 HERS Index 54
ry.. _. ._-._�.
Conditioned Volume[fP] 20,101.00 HERS Index w/o PV 54
Thermal Boundary Area[ftq 5,740.50
Number Of Bedrooms_ _ 3
Housing Type T Single family detached_
Building Shell
Ceiling w/Attic I R39,BFG,14",10x16,G1 U-0.03 Windows(largest)I U-Value:0_3_SHGCY0.3
Vaulted Ceiling I R41,DPBFG,10",1Ox16,G1,C U-0.02 Window/Wall Ratio]0.11
Above Grade Walls I R21,FG,6x16,G1 U-0.05 _ J infiltration I2.7ACH50- W _
r— --Found_Walls I None - J— v Duct Lkg to Outside I39 CFM @ 25Pa(3.92/100 s.f.)
Framed Floors I R30,FG,10x16,G1 R-30 r Total Duct Leakage 140 CFM @ 25Pa(Post-Construction)
-- - - Slabs I None
Mechanical Systems
Heating Furnace•Natural Gas•95 AFUE
Cooling A El ir Conditioner• ectn 13 c SEER
Water Heating Water Heater•Natural Gas•0.92 Energy Factor
Programmable Thermostat- Yes
Ventilation System 40.0,12.5 CFM•27.0,8.0 Watts
Lights and Appliances
Percent Interior LED 100% Clothes Dryer Fuel Electric
Percent Exterior LED 100% Clothes Dryer CEF 2.6
Refrigerator(kWh/yr) 691.0 Clothes Washer LER(kWh/yr) 152.0
r w _, --. , .. - .._. ..-.-_ . _ — �,.
Dishwasher Efficiency- 278 kWh i Clothes Washer Capacity 4.2
Ceiling Fan None Range/Oven Fuel Electric
Ekotrope RATER-Version 3.1.1.2297
All results are based on data entered by Ekobope users.Ekotmpe disdalms all liability for the Information shown on this mporL
Liberty
Mutual®
SURETY
Bond 999024288
LICENSE OR PERMIT BOND
KNOW ALL BY THESE PRESENTS,That we,Bayside Building,Inc.
as Principal, of
P.O.Box 95
(Street and Number)
Centerville , Massachusetts and the The Ohio Casualty Insurance Company ,
(city) (State)
New Hampshire corporation,as Surety,are held and firmly bound unto Town of Barnstable
(State)
as Obligee,at
200 Main Street,Hyannis,MA 02601 ,in the sum of
Four Hundred Dollars And Zero Cents
($400.00 )for which sum,well and truly to be paid,we bind ourselves, our heirs, executors,
administrators,successors and assigns,jointly and severally,firmly by these presents.
Sealed with our seals,and dated this 13th day of November , 2019
THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has been or is about to be
granted a license or permit to do business as Street Opening/Right of Way
for the work to be performed at/for: Single Family Home @ 41 Tobey Way Hyannis,MA 100'Frontage by the Obligee.
NOW, THEREFORE, if the Principal well and truly comply with applicable local ordinances, and conduct business in
conformity therewith,then this obligation to be void;otherwise to remain in full force and effect.
PROVIDED,HOWEVER:
1. This bond shall continue in force:
Until 13th day of November ,2020 ,or until the date of expiration of any Continuation Certificate
executed by the Surety
OR
❑ Until canceled as herein provided.
2. This bond may be canceled by the Surety by the sending of notice in writing to the Obligee, stating when,not less than
thirty days thereafter,liability hereunder shall terminate as to subsequent acts or omissions of the Principal.
Bayside Building,Inc.
By
Principal
tv Iros� The Ohio Casualty Insurance Company
�JP`oaPoagr'Qyy
Qz Fac+
1919
B 1 � A,
� �HAMPg�,d3 Y
�yl Timothy A.Mikolajewski Attorney-in-Fact
Liberty Mutual Surety Claims•P.O.Box 34526,Seattle,WA 98124•Phone:206-473-6210•Fax:866-548-6837
LMS-20989e 03/19 Email:HOSCL@Iibertymutual.com•www.LibertyMutualSuretyClalms.com
This Power of Attorney limits the acts of those named herein,and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty
Mutual® The Ohio Casualty Insurance Company
SURETY POWER OF ATTORNEY
Principal:Bayside Building,Inc.
Agency Name:THE HILB GROUP OF NEW ENGLAND,LLC Bond Number 999024288
Obligee:Town of Barnstable
Bond Amount($400.00 )Four Hundred Dollars And Zero Cents
KNOW ALL PERSONS BY THESE PRESENTS:that The Ohio Casualty Insurance Company,a corporation duly organized under the laws of the State of New Hampshire(herein
collectively called the"Company"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint Timothy A.Mikolajewski in the city and state of Seattle,WA,
each individually,if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and
deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly
signed by the president and attested by the secretary of the Company in their own proper persons.
IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of the Company has been affixed thereto
this 26th day of September,2016.
,ZY INS& The Ohio Casualty Insurance Company
yJP4oaro�r 9y
1919 0
1"*°g*�aa� By �I C
David M.Carey,Assistant Secretary
c
STATE OF PENNSYLVANIA
:3 COUNTY OF MONTGOMERY ss
a) On this 26th day of September, 2016, before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of The Ohio Casualty Insurance O
Fu Company and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as duty ip
tD > authorized officer. c>W
aim a>,E
— IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. E
C N 0M
0 O Q
` COMMONWEALTH OF PENNSYLVANIA
0
N Notarial Seal
Teresa Pastella,Notary Public � O
C fS3 Upper MenonTwp.,Montgomery County By:
My Commission Expires March Ze,2021 O N
Teresa Pastella,Notary Public d o
0 Member,Pennsylvania Association of Notaries
m s 6
O This Power of Attorney is made and executed pursuant to and by authority of the following By-law and Authorizations of The Ohio Casualty Insurance Company,which is now in full force
aS and effect reading as follows:
? two �_
-0 ARTICLE N—OFFICERS:Section 12.Power of Attomey. >
M C: Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the aa)�
N President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety-cq
Zv any and all undertakings,bonds,recognizances and other surety obligations.Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall E m
have full power to bind the Corporation by their signature and executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any c cc)
power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by 0 o
the officer or officers granting such power or aifmority: 0 7
Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in
fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety
obligations.
Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature or electronic signatures of any
assistant secretary of the Company or facsimile or mechanically reproduced or electronic seal of the Company,wherever appearing upon a certified copy of any power of attorney or
bond issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed.
I,Renee C.Llewellyn,the undersigned,Assistant Secretary,of The Ohio Casualty Insurance Company do hereby certify that this power of attorney executed by said Company is in full
force and effect and has not been revoked.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Company this 13th day of November 2019
J'J [Also
yJP`QRPnq,oT
U In A�
O 1919 0 By:
Renee C.Llewellyn,Assistant Secretary
O��'haMva�,aL3
POAOutputOCe
The rCommonwvealth of Massachusetts
._.._... Department of Industrial
- " '- Office of Investigations
} 600 Washington Street
Boston, AM 02111
wywywy ass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please print L glibly
Name(Business/Organization/Individual): l8e
Address:
City/State/Zip: IIrAM4
r Phone#: 'Sn-7 7/-/U
Are you an eeaaployeri Check the appropriate box: Type of project(required):
1.El am a employer with 4. (ZI am a general contractor and I
employees(full and/or part-time).
have hired the sub-contractors 6. QkNew construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g, []Demolition
working for me in any capacity. employees and have workers' 9 ❑Building addition
[No workers' comp.insurance comp. insurance.#
required.] 5. We are a corporation and its 10.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11,❑Plumbing repairs or additions
myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.]t c. 152, §1(4),and we have no
employees. [No workers' 13.❑ Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information,
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees, If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.Insurance Company Name: &JIL
Policy#or Self-ins.Lie,#: (1U7?J(�(Q Zt,Q�' I Expiration Date: ( / ► ��Q
Job Site Address: City/State/Zip: I
Attach a copy of the workers'comp setion po cy declaration page(showing the policy numb r and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby ce under t pains andpenaldes ofperjury that the information provided above is true and correct.
Signature: Date: �l
Phone#: 15'7 7/ — 16It&
Official use only. Do not write in this area,to be completed by city or town official
City or Town: Permit/License#
Issuing Authority (circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
Bayside Building
Subcontractors 2019
F.'G:eneta lE:iabih_._ ;— _____=Wo'rkers,Com —Commerits.��
w
'Sub Contractor, _ _ _
aGL Start GL' End'- W'C Start WC End;
Villani Construction Inc 04/12/19 04/12/20 01/08/19� R 01/08/20
Christopher Costa,Inc. 04/13/19 04/13/20 01/09/19 01/09/20
Walpole Woodworkers 04/14/19 04/14/20 01/10/19 01/10/20
Botello Lumber,Co.,Inc. 04/15/19 04/15/20 01/11/19 01/11/20
I2avids Building&Remodel Interior Trim Carpen. 04/16/19 04/16/20 01/12/19 01/12/20
MacDonald Concrete Finishing Cellar/garage floors 04/17/19 04/17/20 01/13/19 01/13/20
O'Fihelly,Brian 04/18/19 04/18/20 01/14/19 01/14/20
American Floors Oak floor finishing 04/19/19 04/19/20 01/15/19 01/15/20
Morse's Masonry Mason Contractor 04/20/19 04/20/20 01/16/19 01/16/20
Meagher Construction(Roofer) Framer 04/21/19 04/21/20 01/17/19 01/17/20
Pro Fence Co. Inc. Fence 04/22/19 04/22/20 01/18/19 01/18/20
Cape Cod Insulation 04/23/19 04/23/20 01/19/19 01/19/20
Spagnuola,Anthony dba Spags 04/24/19 04/24/20 01/20/19 01/20/20
Jeffrey Lauder Bobcat 04/25/19 04/25/20 01/21/19 01/21/20
Reliance Air Systems Inc 04/26/19 04/26/20 01/22/19 01/22/20
Foam Insulation Technology 04/27/19 04/27/20 01/23/19 01/23/20
Falmouth Engineering 04/28/19 04/28/20 01/24/19 01/24/20
Coy's Brook Inc Landscape 04/29/19 04/29/20 01/25/19 01/25/20
Hill Construction Framer 04/30/19 04/30/20 01/26/19 01/26/20
Carpet Barn Inc 05/01/19 05/01/20 01/27/19 01/27/20
L&M Glass Co,Inc Mirrors,shower doors 05/02/19 05/02/20 01/28/19 01/28/20
Kitchen Concepts of Taunton 05/03/19 05/03/20 01/29/19 01/29/20
Creswell Construction(Steve Creswell) 05/05/19 05/05/20 01/30/19 01/30/20
Toby Leary Fine W000dworking Trim Carpentry 05/06/19 05/06/20 01/31/19 01/31/20
Pastore Excavation Inc. Excavation 05/07/19 05/07/20 02/01/19 02/01/20
VMA Electric Pool Installer 05/08/19 05/08/20 02/02/19 02/02/20
Jackson Welding 05/09/19 05/09/20 02/03/19 02/03/20
Govoni Land Services Land clearing 05/10/19 05/10/20 02/04/19 02/04/20
A.F.M.Plumbing 05/11/19 05/11/20 02/05/19 02/05/20
Cape Cod Marble&Granite 05/12/19 05/12/20 02/06/19 02/06/20
ML Riley Construction Framer 05/13/19 05/13/20 02/07/19 02/07/20
Cavanaro Consulting Inc 05/14/19 05/14/20 02/08/19 02/08/20
Reed,Mel Sheetrock 05/15/19 05/15/20 02/09/19 02/09/20
Triple Crown Cabinets&Millwork Framer 05/16/19 05/16/20 02/10/19 02/10/20
Arne Excavating&Paving 05/17/19 05/17/20 02/11/19 02/11/20
Fast Glass Service 05/18/19 05/18/20 02/12/19 02/12/20
Chaves,Robert ECectrician 05/19/19 05/19/20 02/13/19 02/13/20
Aluminum Products of Cape Istorms,screens gutters 05/20/19 05/20/20 02/14/19 02/14/20
N:\aaNICK\AA—Subcontractors Insurance Master 2012 1 /
Section 12—Department Sign-Offs
Health Department ❑ Zoning Board df required)
Historic District ❑ Site Plan Review(if required) ❑.
_ 1
Fire Department ❑ I
Conservation ❑
For commercial work,please take your plans directly to the fire department for approval.
Section 13—Owner's Authorization
1
� ovwk- ,J
as Owner of the subject property hereby
authorize z. ,_,
to act on my behalf;_in all
matters relative work authorized by this building permit application for;
_ (Address of job)
10/23/2019 07:09 PM
fulze coma LGa EDT
Signature of Owner date
Print Name
Last updatad:11/15/2018
-Bic 21357 P--:328 w aB�14
QUITCLAIM DEED
1, JOSEPH M. MANFREDONIA, of 67 Melvin Road, Arlington, MA 02174
For consideration paid and in full consideration of ONE AND 00/100 ($1.00) DOLLAR
grant to JUNE COMEAU, of 109 Salem Street, Unit 503, Revere, MA 02151
with quitclaim covenants
A certain parcel of land referred to as LOT 4 on a Plan of Land in Barnstable (West
Hyannisport),Mass.for Joseph Manfredonia, Scale: V=40 feet,January 14, 1980,James
B. Lapsley, Registered Land Surveyor, see Barnstable Registry of Deeds Plan Book 341
Page 1.
NORTHERLY by Lot 5 on said Plan, 121.27 feet;
EASTERLY by a way known as Tobey Way, 100.00 feet;
SOUTHERLY by Lot 3 on said Plan, 128.21 feet;
WESTERLY by land now or formerly owned by William Triant,
100.21 feet.
PROPERTY ADDRESS: Lot 4, Tobey Way, West Hyannisport, MA
For my title,see deed from Leo J.Manfredonia and Janet M. Manfredonia dated November
28, 1989, and recorded in the Barnstable County Registry of Deeds in Book 7006, Page
310.
Executed as a sealed instrument this 131h day of Septe er 2006.
?OF
. ANFREDONIA
COMMONWEALTSSACHUSETTS
Barnstable, ss
On this 131h day of September, 2006, before me, the undersigned notary public,
personally appeared Joseph M. Manfredonia, roved to me through satisfactory evidence
of identification, being (check one): or other state or federal
governmental document bearing a photographic Image, ❑ oath or affirmation of a cre0i N.
witness known to me who knows the above signatory, or❑ my own persona!knoytj ,
of the identity of the signatory, to be the person whose name is signed on the p �';
or attached document, and acknowledged to me th5 he sig ed it voluntarily fnrt ; t
purpose.
Not a blic' " elrift
Hof
My co fission expires: NOTARY PUBLIC
Vyr commtsslor►eVvas M 10.2b
BARNSTABLE REGISTRY OF DEEDS
Commonwealth of Massachusetts
Division of Professional Licensure
' C oard of Building Riiqulations and Standards
CS 005645 mires: 04!'1912020
BRIAN T®AGEY
P®BOX 95 � �
CENTERVILLE
_ I
4---
Cornmissioner
1 .
y
Construction Supervisor
Unrestricted-Buildings of any use group which contain
less than 35,0001cubic feet(991 cubic meters)of enclosed
space.
t
Failurb to possess a current edition of the Massachusetts
State Building Code is cause for revocation of this license. '
For information about this license
Call(617)727-3200 or visit www.mass.gpv/dpl 1
I
we
/ N F
5
121 27' Rosemary Mooney & ZONE:
rio E N87' 21' 27"W Vasiliades " tateon.~�m„)zr r '•.
wlda ton„�tar ;°t.
semodm •.
sla.10• :•.�..
Rear 10' �
FLOOD ZONE: $1f .
H—d,
Lot 4 �"
�5 p 33.3' >
C� O LOCATION MAP.
12,475 S.F. f
O�0 REFERENCES:
Ve d sk:.E21se,E y..ve 1'-zooac'
O R.Bk 341 P11.1 ASSESSORS REF.:
41.8' roD 240 PoM 78-04
� OVERLAY DISTRICT.-
AP-Aqulfw�P-tectlan D"W
W DIRECTIONS:
U') Fiarn Nyonnie-.Fellow Noln Street to the west
.. End Rotar�t Take third exit onto Scudder A`s.
3 Garage Slab O Continue tan to CraigdBse Beach Road and take
M O a right onto Tobey Way 141 is on the Ie2
. O left
N I N
O
3
�o New Concrete
Foundation o
N Bulkhead a
�o NMO� 35.7'
Q1% CES T. �..
a1 c NO' .
ld�o 26.7, v f
Ilk 5269
in S87' 21' 27'E
NA
128.21' Edge of Pave
I certify that.the structures shown N/F
hereon conform to the setback Leo J. & Janet Paved Drive It
requirements of the Zoning Bylaws of
the Town of Barnstable. Mon fredonio
777LE PRO-ARM BY: PRO-ARM FOR: NOTES:
As Built Foundation Plan 1)The property line Information shown was
At E�n&eerin,11 Ba side Building, Inc. compiled from available record Information.
41 Tobey Way Suilivan Consultlng,ina Centerville, MA Square
2632 �) fnrmt Wl=8 ground survey Performed
tl� Y Per/amed
Barnstable (w.HyanniBPoll) Mass. Win I xM on 011Nov/19.
�1 3)The new concrete foundation was located
Draft: ASL Field: NNK 7R 20 - 0 10 20 an February 4,2020
DATE January 16,2020 SCALE 1"=20' RAW. cTR c7R
Pro l: Tafe N6 Pro 98101
Town of BarnstableBuilding w a
anRrrsrnei c Post This Card So That it is Visible from the Street-*Approved Plans Must be Retained on Job'and-this Card Must be,Kept
`�$ Posted Until.Final Inspection Has Been Made.'.' er �
pr ° of Occupancy is.Required,such Building shall Not Occupied until a Final Inspection has been made. Il
,an ate ,-
Ea < Where,a Certificate -: _.,...
Permit No. B-19-3892 Applicant Name: BRIAN T DACEY Approvals
Current Use: Structure
Date Issued: 12 04 2019
.
Permit Type: Building-New Construction-1 or 2 family Expiration Date: 06/04/2020 Foundation:
Residential Map/Lot: 246-078-004 Zoning District: RB Sheathing:
Location: 41 TOBEY WAY, HYANNIS Contractor Name: BAYSIDE BUILDING INC Framing: 1
Owner on Record: COMEAU,JUNE Contractor License: 113786
2
Address: 109 SALEM ST UNIT 503
Est. Project Cost: $ 250,000.00 Chimney:
REVERE, MA 02151
.Permit Fee: $ 1,400.00
Description: To Construct a(4) Bedroom 2 and 1/2 Bath Cape Style Home w/an Insulation:
Fee Paid:' $ 1,400.00
Attached 1/car garage.
Dater 12/4/2019 Final:
Project Review Req: AS BUILT REQUIRED
Plumbing/Gas
Rough Plumbing:
Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless.the work authorized by this permit is commenced within six months after issuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes.
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas:
work until the completion of the same. c
I- -
x Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work:j Service:
1.Foundation or Footing ) ` ~r
2.Sheathing Inspection ? Rough:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final:
S.Prior to Covering Structural Members(Frame Inspection)
Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy r'.
Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
fi Building plans are to be available on site Fire Department
��. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
Final:
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THE "OXFORD DELUXE" PLAN
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BAYSIDE BUILDING COMPANY
SMOKE DETECTORS REVIEWED
BARNSTAB UILDI DEPT. DATE
20
1211-f V
FIRE _PARTMENT DATE
^' SOTfd SIGNATURES MF RcQUIR.ED FOR PERMITTING
"'T' _ ._'' ~'~ � .•.,..,-r-- ' �" Barnstable Bldg. Dept.
® ® pproved by—w... �— r 3. k"= permit
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DRAWN BY:E.T.E.
CHECKED BY:E.T.E.
DATE:
11/12/19
SCALE:
AS NOTED
SHEET:
A-1
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T.O.F.TO RIDGE OVERALL HEIGHT..__._.__...__...... ......_.-_._...__...___...............__._.__.._..__._. ._..-.._.._..___..._....._....-.______....._ J t
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.- _............ � -
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SECOND ORSECON MY FlOVGII CEILING - .. _ _.... ... ................ ....... __. ........ .... .._ _ ......._ ._......._. -...... .._..... ... _......._ G as
6'-8'WINDOW/DOOR HEADER HEIGHT....._._....._....__......_..____. .._..._............._...._....._..._.._ ._...._._........-........-...... _ ._ _.......—...._......_- _.... _ _ - ._..—_. _.__....__.-..._.._._._�._....-._..___.....__
6'-0-TOP PLATE HEIGHT-PRIMARY CEILING HEIGHT____...__--.... -._.. __..._...._._....-.._._ ..._ _....._.__..__.___.,._.._._.. ..___..._._-....__..._._....__...__ ....... .__....._._._ .._.--.........._.._..._--..-_..,_.....__ _......__.__.........__... - - 00 C
_ C�EDAR�6HWGLE6DING ® ® n
n
F, CENTER - -
TOP OF SECOND FLOOR DECK...._:....._. _...... ..... .... ................-._............._.... ._.._..._......................._....._........._......
_...._......_....._........_............__._.,,_.._.__._ ......-...-......... —.._ -...-............-_.-..._..__ - __.....__.... -........._.......... __.-...._ ........._.........
FIRST FLOOR ROUGH CEILING----__.__... ..._...__..___.._.._.___....—------...__-.... __..._.._._...___.__.-...__,_...—.__.--_._............
6'-8'WINDOW/DOOR HEADER HEIGHT..... _.... _ ._ _.._. ......... ........... ... ....._...... _...... ... .... _:_......... _ ..........._. .. ..
093
ro
TOPOF FIRST FLOOR DECK....,,._ _. .... ....i.. ____. .. ..._._._ ....... _.. .. ............. ..._. .. ...._... ...... .. ..._.. ___... ...._._ . ..____..........._. ... .,...,.....
TOP OF FOUNDATION
TOTOF FOOTING —.... ._ .-''iI _-- --- -I - -.....__ _._- ...- _- - .__ — --'-- --.._....-- -- ..—._—_ ... - _._.--'- ---._. ._.._.. ._. .._ ......
BOTTOMOF FOOTING --....—. ... ..:. .__. ...._. _.-...I_ .......... ...-....,A,_.-.—:_.,._— -...- ___ _. -_.- ..._..__-.. ..-- .__._. ._.._..,,_.-.:.__ --... - .. __ —._ -_ ._ ._
PROPOSED FROM ELEVATION
T.O.F.TO RIDGE OVERALL HEIGHT-._._.__..__...:... __,,.._._.._:__.._—....._ Lu
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SECOND FLOOR SECONDARY ROUGH CEILING O
6'-8"WINDOW/DOOR HEADER HEIGHT- .. _....... .,_........ .. ....... ... ...... .._....._ ....._ ..._ .._....... ........:_..... .........._....... ......._.... .... .... .... .... _.-.__ ._.... .. ....._......_. _. .. .... _ ........_ _..._........._ _. Lu
0
6'-0"TOP PLATE HEIGHT-PRIMARY CEILING HEiGHi__..__._ _._.._.- -.-..___- - _ _ —._.__. ._._.._._-__.... .-_-—... .. _-_-_...__.-__. —.____-.._-__-.... __-__- -._
0
. TOP OF SECOND FLOOR DECK-___ ..._ .:_....._ _... -. ..__._._- _._.__.._.. _.__._.. ..__ _..___. _...__. .__...___ ..-___ _....._ ...._.__.. _ ..__...... ... _..._..._- _.._...._ _... .._.__—.. .__ _.._.-.__....- __......
FIRST FLOOR ROUGH CEILING..................._.._....._ _._......_._.._...._..-................_........___.... ......._...._.-..-.__......_,,...__._-...,._.._..__.._..-..__..--._._-. ..._...
6'-8'WINDOW/DOOR HEADER HEIGHT
--E SD NG
m � . DRAWN BY:E.T.E.
CHECKED BY:E.T.E.
TOP OF FIRST FLOOR DECK -
TOP OEFWNDATION ._...._..... ......
DATE:
EXTEND GARAGE FROST WALLS MIN.4'-0'BELOW GHRADE 11/12/19
Y
SCALE:
„TOP OF 4'SInB
.._....._......_._......_ .......___...._........__._"........... .....-........._._._..._._._.._.__............._...._._._.._...._............_._.....-_.._...._._.-....
TOP OF FOOTING--.__.._._.._......
_ ......_.._...__ _
BOTTOM OF FOOTING------ - ---..."-"---�— -------- --------.-_...--------------------------- ------'- AS NOTED
/� PROPOSED RIGHT EEVATION
SHEET:
A-2
8
T.O F.TO RIDGE OVERALL HEIGHT...,._.._._........._..._..._.........._.........._.. ....____........_. ..__........_........._....._..,.._..._.... ......_ .._._.......__....___....__._..._..__._...__.....
J
FH�BI�W gF
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SECONDFLOOR SECONDARY ROUGH CEILING_....._.....___-...._........._...__.._._._.........__.............-._..........._ ...-.„----....-....._................................-. ......_._..-.___ _.�._._..-.._.._.._._.._...__..._.._...._...__ ....
6'-8.'WINDOW/DOOR HEADER HEIGHT-......_.._.......-_.._..._.______......._............_._._..._.:.....__.........._................_.......__..........:........_.._._..._... __..._ _ _ _ _ _..1 _._.._._ ...
TOPPATE HEIGHT-PRIMARY CEILING IIEIGHi_._._........- _-._._...___I....._.............-.__......._....._......._...._................_._....__...._..._..._......__-. ... .._ ..... _ - __......._.. ..._.......... ._...... _ _........._,._............_........-......-.._....._........ ....
m :a
>a
TOP OF SECOND FLOOR DECK
FIRST FLOOR ROUGH CEILING-....__.._._......................_._____._..........__ _..._ __.._.._...................._...__
6'-9.'WINDOW/DOOR HEADER HEIGHT-.... .......- .__ .__.._.__._-_ __._.._-.__.....__ ._
- � -__ ® C®AR SH NCIE SID NG
lilTOP OF FIRST FLOOR DECK-.-_.._ _.._._.__._�_.___ ..... .. ... _...__.... .................�_..._ ._. _., ..._ ..._.-... .__...._ - .
•TOP OF FOUNDATION--:_ _._. .. _.-.___.._.___—_- _ ___.._._.__...._.__-_._-----_.. ..__..._... ._..._..._.._ -
4'Sl!R
TOPOF FOOTING TOP OF _-. _. _ _.-..- -___-.___-._____ -_ _-__ ---_-_ _ _ _ _ _ _ _ -...... _. ._ .. __.._.._ _-._... -
BOTTOMOFFOOTING
^ PROPOSED REAR ELEVATION
. T.O.F.TO RIDGE OVERALL HEIGHT
Q L
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CO
SECOND FLOOR SECONDARY ROUGH CEILING-.....-_._.............. ..__._._...._.......__,..-..._.___-......_..... _.._..-.._.__.__._..___..__._...._.. lL
0
6-8'WINDOW/DOOR HEADER HEIGHT__..
PLATE _
6'-D'TOP ATE HEIGHT-PRIMARY COUNG HEIGHT ...- .-__ ..__- " -._....-._....._ ............. .._ _
. • - b NGLE 9DMG -DEDARo 5M
�y
TOP OF SECOND FLOOR DECK
FIRSTFLOOR ROUGH GELLING___...-.,_._.__. __..._. _.�.___....._-.______.._......._-_..._.-._-__.._._.._.:.__ __-.._....._..._..__.....___.__..___._.- _-__.._—.._-_ ___._.__....._
6'-8'WINDOW/DOOR HEADER HEIGHT-.------- -:_. _.�....� ----_' ---"- - '---'---- _.-.. - ---- '---�..._—..- ---'-"--- -..._. ...._- DRAWN BY.E.T.
_ __ .
-�E.T.E.
CHECKED BY:E.T.E.
TOP OF FIRST FLOOR DECK___- _ _4—_.—_____. - -... ..-.. ....-.._....._..__.... ..-_._. _ _ ._.._._
TOPof xunDATaN------ ----------- ---...—......_.._...__....___...._......._....._.._—._ .. DATE:
® ® 11/12/19
F
RETAINING El
WALL SCALE:
AT EGRESS DOOR <
TOP OF J"SLAB _.__._. .._...__...._.._.___.___..___.__.._._ _ AS NOTED
----- --- --- ---- - - - - - -- -- -- - -- -- - -
TOPOF FOOTING..-.........._........_._.._q.........._.....__.............. .. ..- .. ....
BOTTOM OF FOOTNG-._.._.._............ ...__....._ ..._._
- PFOPOSED LEFT ELEVATION
I/A•_I' - - SHEET:
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METER SUMS
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FULL&4THEl
- �ow 5'-71/2' 4'-8 1/4' e-4
- BEDFiDOM C+
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III �' FRONr RORDH a urE III
vm-.se -can�re occkwo I �' .
L. 2 5' 2' a 6-2' 5-8' 6'-5' 7'-3'
� 5 6' 4'-6"
i'-tt 1/4' 13-10 3/A' "
_ - DRAWN BY:E.T.E.
CHECKED BY:E.T.E. -
38'
38'
PROPOSED SECOND FLOOR PLAN
PROPOSED FIRST FLOOR PLAN
vA'_r-o'
vu=T-0'
DATE:
11/12/19
SCALE:
AS NOTED
SHEET:
A-4
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FOUNDATION NOTES: VJ
.a
N07-CrI OEAM FOP 51LL PLArE5IF PEOUIPED. Q w
A.GENERAL rranXlJorGtt,C,ALs114DCPrrlOP0,Aro)
1.)ALL WORK SHALL CONFORM WITH I"AIP 5PAGc ON 510e501'OEA/7 O a
THE MASSACHUSETTS STATE BUILDING CODE, OENi T
THE TOWN OF ZONING BY LAWS,AND ALL APLICABLE OSHA STANDARDS. .�=D E
2.)ANY WOOD FRAMING MEMBERS IN DIRECT CONTACT WITH CONCRETE SURFACES SHALL BE PRESSURE TREATED.
3.)CONCRETE WALLS TO BE WATERPROOFED BELOW GRADE,EXTERIOR SIDE,LOCAL BUILDING DEPARTMENT SHALL INSPECT EXCAVATION PRIOR TO CONSTRUCTION OF FOOTING AND WALLS,AND AT 'C% W E
OTHER INTERVALS IN ACCORDANCE WITH LOCAL STANDARD PRACTICES. -
4.)IF THE CONTRACTOR MAKES ANY CHANGES OR DEVIATES FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE j 5
TOTAL DESIGN. Pr.DASe/5r7/M5 rO LtV2L OEAM Ol•I CONCPere OO
OO
B.FOUNDATION REQUIREMENTS
3"MlN OEAPING SUPFACe POP N/OOD OEAM
1.)THE BOTTOM OF FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC GRANULAR SOIL COMPACTED STRUCTURAL FILL WITH A SAFE ALLOWABLE BEARING PREASURE OF MINIMUM 2 TONS/SO FT.
2.)CONCRETE SHALL BE PLACED"IN THE DRY"ONLY,AND NO CONCRETE SHALL BE PLACED ON FROZEN GROUND.
POUPlDArlOI�f WAI-L
3JSPECIAL CARE SHALL BE TAKEN IN BACKFILUNG WALLS AND UTILITY TRENCHES.BACKFILL MATERIAL SHALL BE COMPACTED IN 12"LAYERS MAXIMUM WITH POWER TAMPERS OR BY OTHER APPROVED
EQUIPMENT.
4.)WALLS RETAINING EARTH SHALL BE BACKFILLED EQUALLY EACH SIDE UNLESS ADEQUATELY BRACED.
TYP;OEAI'l POGKET Qf7-/ L
Nor ro-'5GAL-E
C.CONCRETE(UNLES OTHERWISE NOTED)
1.)WORK SHALL CONFIRM TO THE LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE,STANDARDS,RECOMMENDED PRACTICES AND SPECIFICATIONS AS REVISED TO DATE.
2.)CONCRETE SHALL BE MIXED IN THE SPECIFIED PROPORTIONS TO GIVE MINIMUM COMPRESSIVE STRENGTH AT THE END OF 28 DAYS OF 3500 PSI,OR AS NOTED
3.)CONSTRUCTION JOINTS IN STRUCTURAL CONCRETE SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN OR OTHER APPROVED LOCATION OF MINIMUM SHEAR. - -
D.REINFORCING STEEL(UNLESS OTHERWISE NOTED) - 14'-31/2•
1 )BARS SHALL BE HIGH BOND DEFORMED BARS MEETING ASTM A-615,GRADE 60. OO OO ® I F- -� I -
2)WHERE OPENINGS OCCUR IN WALLS OR SLABS,PROVIDE 2-#4 EACH FACE EACH SIDE OF OPENINGS AND EXTEND 2'-6"BEYOND OPENING. I I I I I
3)SLABS ON GRADE SHALL BE REINFORCED WITH#4 REBAR ON A 24"o.c.GRID,TIED AND HELP UP WITH CHAIRS SO THAT THE REBAR IS IN THE MIDDLE OF THE SLAB
E.MISCELLANEOUS(UNLESS OTHERWISE NOTED) _ - ° 'e`B v2 I z x s'p 1s'o.�.KnIEE WALL
I I
I I
s
77
1 )VERIFY IN FIELD ALL LOCATIONS AND CONDITIONS IN THE STRUCTURE SHOWN ON THE DRAWINGS AND/OR AFFECTING INSTALLATION OF NEW WORK.ANY DISCREPANCIES SHALL BE BROUGHT TO THE I a•s' I I I I I '" I
ATTENTION OF THE ENGINEER BEFORE FABRICATION OF DEPENDENT WORK.
2)TT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SAFELY SUPPORT THE BUILDING DURING CONSTRUCTION.ANY APPROVAL BY THE ENGINEER WILL
NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBLILTY,FOR SHORING AND/OR BRACING.
3")DURING THE CONSTRUCTION PHASE OF THE PROJECT THE CONTRACTOR SHALL REVIEW DESIGN LOADS TO LIMIT AND CONTROL CONSTRUCTION LOADING,INCLUDING BUT NOT LIMITED TO STOCK PILING —————--—————— ---J I — I I�-
AND CONSTRUCTION EQUIPMENT. I .. ,:.. .- .... ._... -—- - -
rPEArED
-f} J
SILL SEALeP - I I `1'x 24 POURED WNC FOJTINGlr/2 a•KEY WAY ——— L__—1 I • I
1'POURED CONCRETE OUNDATIO,WALLS,8'-0'POUR HEIGHT I I -
CA57--IN-PLACC 5/6'PIA x 17"0 4'-0"o.c.ANC/7
OOLr,MAX 19"FPOM P.COPNE 5 - e' ' BEAM FCCKEr I
lI 1
I------------- ---- J
Er f
lO"X VJF."GONGP Ij ba° IIIII
CL
FOUNDArIOIJWALL 6 36"x 12 FO@NGJ( zLQzU LU
L005EOAGKFILLINW-Y,OVePIDAY-5 r-6' 8'6• I
I 'DA A LUO r_ 0
7
LLY
CID
P1LrcPNG/7Ar2P1ALFNP1c 4"GONGPErE SG WPAPPEDAROUNDDRNNGPAVCL 1 7 GPAVEL5AN0 OASE MAreni� Q
3/4 GVUPOUND CRS
Lc l7DPc 2 a' 16oIMAIOR WALL
09'41\1A6E5Y5rEM T_
J I - I GARAGE SLAB ON GR40E I -
/Z"X Z4"CONCPErE POOrING - - — [Bop To. I ox ocoR I I.
V I.F.
• J FULL BASEMENT _ iANprvG - I a,wo PSi mug
I r—
TYP:1'�OUNOA7-10N WALL DETftIL , I I 14
NOT 7-05CnI-E
I I I I I
7"X6"5rUD5 016"OG. - — I T
-MIN.P.-71 FIOEPGLA55/NSULfi%ION w/VAPO?.DAPP.IPP. I .\ I - —L J I I I '. I DRAWN BY:E.T.E.
9/IG"ZIP SYSTEM WALL 5Yr2Ar17IN6.-AC1JNLPEN2rPAr/ON5 I ' - l'-e• I - I I
VEPrICALLY CHECKED BY:E.T.E.
zzs. s'
l/Z"OLUe DOARD AND PLAS7-EP FllJlSl7 I ,: L— 22 -- -------J -----------J
DOOR OPE ING
———————————— —————————— —
s wArePrAOLesrlProo,9PD = / DATE:
r0p OF GAPAGe - -
FOUNDArION IO"POUKED GOIJGPel"c POUNDAr/ONWALL 11/12/19
——— .GY_CAYA5C PIIP PLEVArVI! _
MPPUX.DPNCLVA'l G�nrN)1J
4"GAPAGe 51-NJ OVe.P GOMPAGYED GPAVEI_ 26-4' 13'-8' SCALE:
'
FOUNDATION WALL r0 EXTEND A MIN.OF 4'OEL06V GPADe PROPOSED FOUNDATION PLANva'=.1'-0' AS NOTED
TYP. GAPA6E 51-&)ON 6PADE OE7-AIL SHEET:
Nor ro
A-5
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W p V
p R1 S�
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21-31/4' 2'-45/I6" 14'-4 T116'
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a ".Ir GIRDIR r U N UNDER WALL — -
- 131 1 3/ z 11 1/3' LUS LVL EAM —
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DRAWN BY:E.T.E.
-----=Ji CHECKED BY:E.T.E.
FIRST FLOOR DECK FRAMING PLAN - -
8'-2 3/4' T'-10 1/2" 21-10 3/a'
SECOND FLOOR DECK FRAMING PLAN DATE:
1/4=I' - 11/12/19
SCALE:
AS NOTED
SHEET:
A-6
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Qw
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W
00 �
'LAY OVER FRAME
(2)1 3/4"x 9 1/2'LVL
$_ -- — — — -
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2'x12'RDGE
121 11 HEA ER
(21 3/J91/ LV
S
kL
l'1 'x 1 HEA ER
2'n 12 RIDGE Q LLI
L I—
T.O.F.TOPoOGE OVERALL HEIGHT-- — — — — — — — — — ------ — ————---- —- — — — z W
LLJ
2'x 10'RAFTERS @ 16'o.c � W
2'x 10'@ 16'o.c.ROOF RAFTERS 5/8'COX PLYWOOD ROOF SHEATHING U O t~
O W
ROOF FRAMING PLAN ATTICU > m0
1/4'-1'-0' Lu
.. 0
SECOND F100R SECONDARY ROUGH CEILING—— — — — — ————————— d
Is2 PVC SHADOW
6'-6'WINDOW/DOOR HEADER HEIGHT—— ——.— — — — — — — — — — — — — — — — — — —
6'-0'TOP PLATE HEIGHT-PRIMARY CEILING HEIGHT——
Ix6 PVC FAGC14
Ix6 PVC FRIEZE SEDRROOM BONUS4
- 2"n 12'FLOOR JOISTS @ 16'o.c.
TOP OF SECOND FLOOR DECK--—. — — — —————————
. .. - FIRST FLOOR ROUGH CEILING——— ———— ——— — — ————— -
---- - - DRAWN BY:E.T.E.
6'-6'WINDOW/DOOR HEADER HEIGHT—— —_—— —. — — — — — — — — — — — — — — — —
-_- CHECKED BY:E.T.E.
. GREAT ROOM _ —— ———_ e ^s 000Fw.w wur_wu+nc
c. —— GARAGE SLAB ON GRADE
-Mx -�wx rwnmu.m. -- a9a0 Pw+r
L S NGLE 2 x 6'KD SILL P 4TE 2 x 12'FLOOR O STS @16'o c ox ^MDATE:
TOP OF FIRST FLOOR DECK--- — ----- — ————— — ——————— —
11/12/19
TOP OF FOUNDATION—__ — __--- — --- — _ — — --— — ---------
SINGLE 2'x 6'P.T.SILL PLATE ———
""m'm''°` 4'GARAGE SLAB ON GRADE
10'POURED CONCRETE FOUNDATION WALLS SCALE:
FULL BASEMENT —— ——
w�on enrsaER��,saB —— 12-x 24'FOOTING w/2'x 4'KEY WAY
AS NOTED
10P OFF 4SLAD _ _ —— _ _ _ ______ _
TOP OF FOOTING———— — — — — --- — — ————
__
BOTTOM OF FCOI.NG———— — — — — — — —--— — — — — — — — — —
r
SHEET:
PROPOSED CROSS SECTION
L
Y�
ZONE: x
0 RB _
cly
Area (min.) 43,560 SF
o ;' �� h b Frontage (min) 20'
Width (min) 100'
N o Setbacks:
N Front 20' ; .
Side 10' l"
N/F � w Rear 10'
Rosemary Mooney &
Maria E Vasiliades
A. FLOOD ZONE:
d Zones X (Min Flood Hazard) "
Community Panel No.
N #250001C0564 '
July 16, 2014
LOCATION MAP:
121.27' I REFERENCES: 1"=2,000t'
Deed: Bk. 21357 Pg.328
10' N87 21' 27"W
MIN. % Plan Bk. 341 Pg. 1 ASSESSORS REF.:
z,9 f_ Edge of Lawn
..............................................................................................................................................................
-- 10 � \ PERC TEST: 19-185 Map 246 Parcel 78-04
~ PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING
Lot 4�• 33.3' � � &CONSULTING,INC. OVERLAY DISTRICT:
AP - Aquifer Protection District
12,475 S.F. f � SOII,EVALUATOR NO.13586
CZ -33 WITNESSED BY.DAVID STANTON,R.S.-TOWN OF BARNSTABLE
�Q \ �. � ' 3 OCTOBER 31,2019 DIRECTIONS:
TH- 4 8' 1 o SITE PASSED From Hyannis - Follow Main Street to the West
OPOSD W
1 = End Rotary; Take third exit onto Scudder Ave.
1 21.5' GARAGE. RIVE to b TEST HOLE- 1 EL.26.0 TEST HOLE-2 EL.26.0 Turn right onto Smith Street at the stop sign.
0 o TBM E1=31.4 A10.LAYER l0YR 3f2 .A/O LAYER 10YR 3/2
N/F \ SLAB EL. 32�2a`z, f N o Nail set in ovement Continue on o Craigville Beach Road and take
James W & w \ \ \ o p VE..... IStiGRAYlSFIB .... VERY DARKGRAYISHBROWN a°right onto to
Way # 41cis on the left.
k
Diane Trian t N } N o loft ORGANICS/SANDY LOAM 25.2 loft ORGANICS/SANDY LOAM 25.2
d 20 0 LO ftBw LAYER 1.0YR.5/b Bw.LAYER 10YR 5/b left.
;N / \ IN �`PROPOSED ^ ...
o M PF?OVIDE D NG YELLOWiSHBROWN ...... YELLOWLSHBRDWN
34 L.OA1�fYSA1VD 23.2 34' . LDAI�II'SAND 23.2
CLEANQY T T.O.F. EL. 3,3.o0 C LAYER 2.S Y 6/6 PERC TEST
BASEMENT
F.F. EL. 34.T r OLIVE YELLOW 25 GALLONS GONE IN 10 MIN.
Q 126" MEDIUM SAND 15.5 PERC RATE<2 MIN/IN(LTAR=0.74)
_ SLAB EL 24.5f T NO GROUNDWATER ENCOUNTERED 48" C LAYER Z5 Y 6/6 22.0
OLIVE YELLOW
126 1 MEDIUM SAND 15.5
NO GROUNDWATER ENCOUNTERED
Q PROPOSED
SEPTIC TANK Wo
PROPOSED
12'-10ft D-BOX
8• Finish Grade
10 TEST HOLE-3 EL.28.5 TEST HOLE-4 EL.28.5 3 Max.
9" Min
A. .LAYER 10YR 3/2 A/O LAYER 10YR 3/2 Filter
/ MIN. _,� Compacted Fill
S87' 21' 27'E VERY.DARK GRAYISH BROWN VERY DARK GRAYISH BRDWN Fabr c
128.21' loft . . ORGANICS f SANDYLOAM... .. 277 l oft ...ORGANICS f&A- YLOAM 27.7 And 1
1/8" - 1/2"
Bw.LAYER.I0YR.516. Pea Stone
Paved Drive YELLOWISFIBRDLVN.... .... YELLOFVLSfIBROtVIV......... 3' 3/4" - 1 1/2"
........ ..... .. ........... ................. ... .. .. LEACHING Double Washed
30 ............LOAMYSAND........._.. 26.0 30 ...... ...... LOAMY SAND 26.0 Stone
C LAYER 2.5 Y 6/6 PERC TEST CHAMBER
OLIVE YELLOW 25 GALLONS GONE IN 10 MIN
N/F 132" MEDIUM SAND 17.5 PERC RATE<2 ARNAN(LTAR=0.74) ( - 4' - 10"
Leo J. & Janet M NO GROUNDWATER ENCOUNTERED 36" C LAYER 2.5 Y 6/6 25.5 12 - 1°
Man fredonia OLIVE YELLOW
132 MEDIUMSAND 17.5 CROSS SECTION OF CHAMBER
SEPTIC NOTES NO GROUNDWATER ENCOUNTERED
1.Location of Utilities Shown on This PMu Are Approx.At Least 72 Hours NOT TO SCALE
Prior to Any Excavation For This Project the Contractor Shall Make
the Required Notification to Dig Safe(1-888-344-7233)and contact
Sullivan Eugineermg&Consulting lnc•(508-428-3344). See Note 6 (typ.)
2.The Contractor is Required to Secure Appropriate Permits From Town F.G. EL. 27.0* - *Final Foundation Grading To Be F
Agencies For Construedon Defined by This Plan. Co-o-r9i'noted Kith Landscape Plan
DESIGN DATA 3•Wherever Sewer Lines Must Cross Water supply Lines Both Linea Shan
ers
LEGEND: Be Constructed of Class 150 Pressure and Shall be Water Tested to Flow Equiired
� EL. 24.0 r As Required
Single Family Assure Watertightness• In General,Water Lines Shall be Constructed in Installer To
-4 Bedroom®110 GPD Coordination With COMM Water,and Shall be in Accordance Con firm Prior EL. 1500 Gallon
y Septic
0 CDT Cedar Tree To An Work Tank EL. 3.25 Toa EL. 23.50
.r No Garbage Grinder With 248 CMIt 1.00-7.00&310 CMIt 15.00.
HT Holly Tree Total Daily Flow=440GPD 4.A Minimum of9"ofCoveris Required forAllComponents. ( ) D-Box EL. 22.83
y Use a 1500 Gal Septic Tank See Note 5
��^i, � 5.All Structures Buried Three Feet or More or Subject 22.50
t.ts' DT Deciduous Tree to Vehicular TiaflictobeH-20 Loading.Itis the Engineer'a To Be Installed On f t y Chamber
`t J LEACIMVG AREA Recommendation thatH-20Always be Used. Slabr�mpoct-ed-'9ase _ 0
' taus Tree
440 GPD/0.74(LTAR)=595 SF Required 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade
Bedding,"T"s,
CT Coniferous
°<`r;:d'Rerrib' i:ae Re aace:.:
Sidewail=2(12.83 +33.572-185.3 SF Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber. Inspection Port,
Bottom Area=(12.83'x 33.5)=429.5 SF All covers ate to be maximum l8"for concrete or 24"Cast Iron. & Baffels AIf:LinsurYaGle Soils kyrthrri 3 c f o
Utility Pole Total Provided=615.1 SF(455 GPD) 7.Septic System tobelnstalledin Accordance With 310 CAR 15.00& as Per Title 5 The Outer Par+rr7ete.. of The System,
-E- Electric 248 CAR 1.00-7.00 Latest Revision and the Town ofBamstable
EL. 15.5
-G- Gas LEACHII�TG CHAMBER DESIGN BoardofxealthRegulations. No Groundwater
All Pipes to be Schedule 40. Use 8.All Piping to be Sch.40PVC• Per Test Hole 1
Wetland Flog 9.D-Box Shall Have a Minimum hiside Dimension of 12;and a Minimum DEVELOPED PROFILE OF SYSTEM EL. 5
3-500 Gal.Leaching Chambers in a t� v= t
Light Post 12.83'x 33.5'Double Washed Sumpof6". Groundwater
Stone Field as Shown. 10.The Separation Distance Between the Septic Tank Inlets and "4,:` >r NOT TO SCiALE Per T.0.B. Standard
El CBIDH Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend
OH W- Overhead Wires a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14"
Below the Flow Line,and Shall be Equipped With a Gas Baffle. _-
25 Elevation Contour
TITLE: PREPARED BY: PREPARED FOR: NOTES:
Site Plan
� 1) The property line information shown was
Prop �
osed Improvements Engineering & Boyside Building, Inc. compiled from available record information. m
• 3 Bayberry Square
At Consulting, Inc. Centerville, MA 02632 2) The topographic information was obtained
41 Tobe Way from an on the ground survey performed
y (508)428-33" • P.O. Box 659 . 711 Main Street, Osterville, MA 02655 on 01/NOV/19.
Barnstable (W. Hyannis Port) Mass. seci(a�sullivanengin.com • vrrwwsullivanengin.com o
3) The datum used is Approx. NA VD '88 �
/
Draft: ASL Field: WHK CTR 20 0 10 20 40 80 Per GIS Benchmark.
DATE: SCALE: Review: CTR Comp.: CTR
November 15, 2019 1 rr = 20r Project: Project # 98101