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HomeMy WebLinkAbout0010 MAKI HILL ROAD (y)c-Lk'i WA 7R d SMEAR No.53LOR UPC 12543 emead.com • Made In USA two SUSTAINABLE iURB1RY NOIWIVE Carmi�eAeusoQctno WWWAIPmpnmarp Z m a Q � � 0 s� t 0 Y Town of Barnstable Building t wRtvsteet�, ; Post This Card So That it is Visible From the Street-Approved Plans Must be-Retained on Job and this Card Must be Kept - "AIM Posted Until Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-4166 Applicant Name: MAKI,CHRISTOPHER D&SHAUNA A Approvals Date Issued: 02/21/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/21/2020 Foundation: Residential Map/Lot: 216-080 Zoning District: RF Sheathing: Location: 10 MAKI HILL LANE,WEST BARNSTABLE Contractor Name: Framing: 1 Owner on Record: MAKI,CHRISTOPHER D&SHAUNA A Contractor License: 2 Address: 4340 MAIN STREET --- Est. Project Cost: $500,000.00 4 Chimney: •'T/l2oA�2:� D IG`Z1� YARMOUTHPORT, MA 02675 Permit Fee: $2,675.00 Description: NEW CONSTRUCTION OF SINGLE FAMILY FOUR BEDROOM HOUSE Fee Paid:,' $2,675.00 Insulation: Date: 2/21/2020 Final: Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAME. CONSTRUCTION DOCUMENTS INCLUDING FRAMING PLANS 10 DEMONSTRATING COMPLIANCE TO BEISUBMITTED FOR Plumbing/Gas do APPROVAL BEFORE START OF FRAME. I Building Official Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within.six months afte�Yissuance. Final Plumbing: 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. I ---- --� I 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: 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) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1 81J1t011VGDkCP Application Number... ............. BARNSTABM MASIL 8 .... 19 Permit Fee.. ... ..�...............•Other Fee i....................... ro W/V �'8 04 RAls rA 8t TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by.... .. ...,. ... ( . ............... BUILDINGPERMIT ........... ...............Parcel............................................. APPLICATION - Z :-Secti 1,1—— Owner's Information and Project Location za P 'ect Address e`Project Owners Name SCANNED -Owners Legal Address FEB 2 12020 City_YZgleM/ State Zip ez!(�- Owners Cell # Section 2 — Use of Structure Use Group— F-1 Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Eiin!gle wo Family Dwelling Section 3 — Type of Permit E3"New Construction Move/Relocate E] Accessory Structure Change of use El Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty El Fire Alarm Rebuild 0 Deck Apartment ❑ Sprinkler System ❑ Addition E] Retaining wall Solar ❑ Renovation ❑ Pool 0 Insulation Other-Specify Section 4 - Work Description Last undated: 11/1512018 Application Number.................................................... Section 5-Detail Cost—of—Proposed-Construction Square Footage of Project ,�� Age of Structure �Po' So-;7/ Dig Safe Number 20(q °-{ 6 Li S b 2 # Of Bedrooms Existing L Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage 2/smoke Detectors g IGu Bing Gas ❑ Fire Suppression lvJ Heating System La Masonry Chimney ❑ Add/relocate bedroom i Water Supply ❑ Public ErPprivate Sewage Disposal ❑ Municipal Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes B No 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 /Q(,SSi�L,!/�i"a Lot Area Sq. Ft. Total Frontage JgJ,Q 2Percentage of Lot Coverage y 6 # of Dwelling Units(on site) Setbacks Front Yard Required Proposed 36, T Rear Yard Required Proposed 65,1 Side Yard Required s Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes �No Last updated: 11/15/2018 Application Number........................................... E Section 9= Construction Supervisor t Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date 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 required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Sectional_—Home Owners License Exemption t . Home:Owners_Name:-0- Telephone Number-509-775- Z8 ZSCell or Work Number SO� SD 9 5 9 5 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. 41 (-Date Z / i APPLICANT SIGNATURE cSignature= e,,Z Date Prin Na e Telephone Number SDh7 Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ A. For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization i I, „ as Owner of the subject property Yhereb Y � authorize _ to act on my behalf, in all r matters relative to work authorized by this building permit application for: (Address of job) a� Signature of Owner date Print Name - t • o Last updated: 11/15/2018 Bowers, Edwin To: CH RISTOPH ERMAKI@COMCAST.NET Subject: Permit/Application:TB-19-4166 at 10 MAKI HILL LANE, WEST BARNSTABLE for Building - New Construction - 1 or 2 family Residential This letter is in response to application number B-19-4166. Your application is denied as submitted for the following reasons: 1) Incomplete construction documents as required by Chapter 1 Section R107.1 of the MA amendments to the 2015 IRC (91h edition 780CMR) and section R103.2 of the 2015 IECC energy code with MA amendments (9th edition) Please provide Detailed Plans which Show code compliance Please List all design loads for your project and Code which it was designed to. Please provide required information to demonstrate code compliance Note: additional information is needed from planning for lot And, if aggrieved by this notice; to show cause to why you should not be required to do so, you may file a Notice of Appeal (specifying the grounds thereof) with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. :-Respectfully, Edwin E Bowers Local Inspector Edwin.bowers@town.barnstable.ma.us (508) 862- 4025 i Liberty Mutual SURETY Bond 999026604 LICENSE OR PERMIT BOND KNOW ALL BY THESE PRESENTS,That we,Christopher Maki as Principal, of 939 Oak Street (Street and Number) West Barnstable , Massachusetts and the The Ohio Casualty Insurance Company , (City) (State) New Hampshire corporation,as Surety,are held and firmly bound unto Town of Barnstable ' (scats) as Obligee,at 200 Main Street,Hyannis,MA 02601 _ ,in the sum of Seven Hundred Twenty-four Dollars And Zero Cents ($724.00 )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 3rd day of December , 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: General Contracting-Lot#2 Maki Hill Road West Barnstable MA 02by 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 3rd day of December ,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. Christopher Maki By Principal �JP`1f INS&Rg2 The Ohio Casualty Insurance Company Q3 Fo C+ 1919 B S° hA MP S ,aaS* Y * 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@Ilbertymutual.com•www.LlbertyMutualSuretyClaims.com ' r �r Affidavit of Substantial Financial Interest �ol��. of 14i5� %�j'"1Gr�kk, on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map2/d , Parcel �6. The address of the property is GDP t/i%/ 2. 1 have /OD % legal or equitable interest in the real property which is the .subject of the building permit application which is identified in paragraph 1 above. 3.5Within in the last twelve months from today's date, which is IZ141149 , the following individuals or entities have had a 1% or greater legal or 6qudable interest in the real property which is the subject of the building permit application which is r r.,""identified in paragraph 1 above: Name r Address d AV S 6 Z_W 4. Within the last twelve months, from today's date, which is Z /� , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address r I � I 5. Within this calendar year, I have submitted Q building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted Q . building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted JL building permit applications for property which I have a 1% legal or equitable interest. 8. Within this month, I have received () building permits for property in which I have ' a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this /lay of pc�Cl�Ul2, 20Q'Iq t , • mil/ 2001-0050/affin 1 ULOTTERY/AFF.I DAV IT i ♦ Parcel:216-080 location:10 MAKI HILL LANE,West Barnstable Owner.MAKI,CHRISTOPHER D&SHAUNA A Status:Active Created:07/12/2019 To create a new address,set current address to inactive and Update Address. Road no Road letter Road Road index Village Updated ®Update 10 MAKI HILL LANE i 2359 West Barnstak D+ Active 12/16/201 Address Notes >-Inactive Addresses Road frontage Secondary road Secondary road index Sec frontage 175 Q Landlocked ®Update Parcel Notes Interactive map O Add Multiple Address... Assessing address:0 MAKI HILL LANE Village:West Barnstable Developer lot: LOT 2 Fire district Acres Land zone W Barnstable 2.01 RF Land use Interactive map Town Zone of Contribution Pot Dev Ld ,�,r,m:;At AP(Aquifer Protection Overlay District) Town sewer at address _= e� s" State Zone of Contribution No j.a,.a-a, ) OUT i v Owner.MAKI,CHRISTOPHER D&SHAUNA A Co-Owner. Sale date:08/14/2019 Book page: 32221/307 IStreetl Street2 City State Zip Country !4340 MAIN STREET YARMOUTHPORT MA 02675 Assessing year:2019 Number of buildings:1 PParcel value Buildings value Land value Out Buildings Extra features $61,800 $0 $61,800 $0 $0 ©2019-Town of Barnstable-Roads t� 9QNThe Commonwealth ofMaasachuset 11 Department of Industrial Accidents "O Ofjice of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Bulders/C tractors/Electricians/Plumbers Applicant Information Please Print Lefflzibly Name(Business organizationandividual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate2edl:on Type of project(required): 1.❑ I am a employer with- 4. L1genes contractor and I 6. ❑New construction employees(full and/or part-time).* d the sub-contractors 2.❑ I am a sole proprietor or partner- the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y aP t3'• t 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.E]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 subcontractors 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: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number 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. 1 do hereby certi under a pains and penalties of perjury that the information provided above is due and correct Si /'� � w , /� Date: /Z Phone# Q71cial 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.Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector • ". E( 6.Other Contact Person: Phone#: t • - f Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee'of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractoa(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sore to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure th i the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for'you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 wwwimaw.gov/dia 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:Christopher Maki Agency Name:THE HILB GROUP OF NEW ENGLAND,LLC Bond Number 999026604 Obligee:Town of Barnstable Bond Amount($724.00 )Seven Hundred Twenty-four 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 akorney-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. �-0 INS& The Ohio Casualty Insurance Company gJP�&Poq,pi Q 3 So a . 7 e 1919 ui ° h hnntv9`' dD3 BY c David M.Carey,Assistant Secretary Fn c cm`n STATE OF PENNSYLVANIA ss :3 COUNTY OF MONTGOMERY to 2 is o 2 (D On this 26th day of September, 2016,before me personally appeared David M.Carey,who acknowledged herself to be the Assistant Secretary of The Ohio Casualty Insurance F- m 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 duly CO a) > authorized officer. v W am aua ' 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 o c� o �,Pl PASpD COMMONWEALTH OF PENNSYLVANIA Q N �Q 0oNwFq�=C! Notarial Seal O of y Teresa Pastella,Notary Public a) C @ - Upper MerionTwp.,Montgomery County By: �g E - vt_NP�PG• My Commission Expires March 28,2021 Teresa Pastella,Notary Public 0-0 or4 y` Member,Pennsylvania Association at Notaries RY Pl N O !EO C O c 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 Eai and effect reading as follows: a om ' a ARTICLE N-OFFICERS:Section 12.Power of Attorney. CD 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 cu > President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety—cQ o any and all undertakings,bonds,recognizances and other surety obligations.Such attomeys-in-fact,subject to the Imitations set forth in their respective powers of attorney,shall E Z v 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 CC) power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any tune by the Board,the Chairman,the President or by o 0 the officer or officers granting such power or authority. 0 c9 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 attomey 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 3rd day of December 2019 bZY INS!/,,pp 1919 n fn By: s Renee C.Llewellyn,Assistant Secretary ° h'MAMPea.pa . 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Pm . �, 11;Nn� �1�pING�EP�• P fl CUV.RE 6 5[W NAN MOLE C> -m S OEF—w ��•J( flRniY TIUT TIC PUN NAS YAOE N 2L NTMANr - 019 �omlmurcE wTN RECKIM aF OFIDs fil 508-Jag-ASA1 (� REQunON3 A TRARTC 6PECTrvE JAWARY � 1m 508-J61-98m /S.T SIW } 2 9)a AMD AS ). ao.ncoo..cN.1 O V taea C 1 own rape enginseiing,Inc. DuTuac� D� civil engineers land surveyors oou� E>:6191C 3TOrE W�J ..pF.BPRNS�Ag 1I_- zo15 ( ~• ' _ 9J9 Mo/n street ATS (Rfe 6A) . w C DA 0—P.— YARMOUITIPORY MA 02675' g. BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST , JOHN F.MEADE REGISTER Sss. 2� 933 ,A j 2 FS5So�3j' � F o ^� EXISTING /;V t�• FOUNDATION N h TOF 137.0 S .9, 0- ^/o �� o.Oo 3 � N�3 764 W °' ^ ._o mCO /h FOUNDATION PLOT PLAN DCE #17-483 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION LOT 2 MAKI HILL LANE BARNSTABLE, MA SCALE : 1" = 60' DATE : 4-27-2020 PREPARED FOR: REFERENCE :MAP 216 PARCEL 80 DEED BOOK.99�1 PAGE 418 C �y,�N�FtdAS��I'Iu I HEREBY CERTIFY THAT THE STRUCTURE o�� DANIEL cy� SHOWN ON THIS.PLAN IS LOCATED ON THE c A GROUND AS SHOWN HEREON. OJALA N of( 8=382-890 o N0.r409fjD 1 v lax 508=582-9880 downcopccom Owl) cape eddineerhy,ine. lq�F US\O(�� c/vil englneers 1_- land surveyors �`Z ------------------ ---- 939 Maln Street (Rte 6A) YARMOUrHPORT MA 02675 DATE REG. LAND SURVEYOR I ILIIIL. IIILL. �� IIIII■1116. 111■111116. 1 L_ n■IIIII■IIIII. ,•I1111.IIIII■1. 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R.O. :Manufacturer Jamb Size Egress . ' Opening Al ON36720 2 36'%7Y Pdb 6v Jaaw Ye AI. DM672 m0 2 36'%7Y Peal 6ti I.W Ya e�c A2 DN3672-b0 2 72'X72' Pdlo 619 J..W Y. A3 DN3862 0 M176 62' Pdk 619 Job, Y. � ,. A4 DN3862-b 0 62' Pdla 6 V Job, Ye � p ``/ A5 DN3672 0 7Y Pd. OW Jabs Ye Aso DN3672 00 72' Pdlo 6VJ.M Y. \� A6 093652-2W 0 52' Pdlo 69IVImm Yoe \�� A7 CAI836(R) 36' Pexo 69,V JM61 W A8 NOTMED A9DH2442 4Y Pd6 6 P/D'laa6f No ✓ AIO D OH2442 0 1 72'%42' Prllo 6�'Jamb] !L G V Y� � AIL WWDOWS ARE PEIU]SD SERIES Al INWCATES WINDOW MEETS EBRE55 CODES FOR FARE EVACUATION , a \ jj a�r• LJDICATES WINDOW CONTAINS TEMPERED fA.155 i � d a\� �, cm (� \ ale Door Schedule pLabel Size Qty. R.O. Manufacturer Remarks j' r l 1-34 oS 306E ETt.WY(2)If SL•TRAMM 1 5'-0SP x 8'-1, Th—TN 6 h J.nW 2B6B Pia.W/3RANSOM 1 2'-10Wx8'-1' Thermo TN 6IV JwJA � �,: � �7596DUD Swing 3 6'-3Y,'XB'4Y PdbPrdr. 6%'Jal. WIL wic $' JAtermr Sri Door 9P'7an6] , I I "'•'� �, . 2468 Dderxx 7 2'b'x6'-ll' 09 �D ///\' 26681nteriv 6 2'd'x6'-ll' I.i.Sw6g Daar 4VJ=W d3 2868 Lder3ar 3 T-W'x 6'-D' Daerur Sang Dear 4%D'Jaffa �` �> I gee u DBL 1668 Dltvior I 3'-t)4'w 6'-D' D6L IMeav Swing Door 4'/y Janb] \ /� I g S i w•€B DBL 206E Lrtaior Dbl Drtowr Swing Doan 4ti'Jab, I BEDROOM 3 BEDROOM 2 2468 Packet Oor 1 4'-9'x7'.OW Id for Padat Do. 6°r{1'Jadd 4- g w DSL ZMg Padat Door 1 8'-1'x7'-014' DR WuirPodat Oaar 4P"�s•Ja�t Lill - ?:<�g u o PATIO 000as ARE PRALINE BY PaIA A5 NOMD2468©� �\ \�\ ao..l 2468 2468 I� @ PBorsr nrl€ I y LINEN Chris d Shawna Maki 3'-0— WIC / BEDROOM 4 — _ o o amaT � 3 CD I Frank Alizio 30•VANITY V Mark Hill La W. `j Barnstable,Ma ® ® \ { `` SECOND FLOOR PLAN Second SCALE:1/4-1'-0- L7ZLTN6 HT.9'-11/B• Floor Plan � ' NOT E : , . -1 WINDOW HEADER HT. a SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR \� f PROJECT NO: 160523 i - DWG N0: i A-3 � 3�3 I +�I L s 79'B" 11'8" 18'5 1/2" 12'0 1/2" 7'0" 12'0 1/2" 1B'S 1/2" 31 1" o 5 1 3ff x 11 7/8' 2.0E 31011 LVL-3 _ Ell III z'0 3/a• III !Ile - IIIL7 le me nig Mgm m mew m III_ u� mw Iiir" it IIIF mra m� IIII- nu nu un � uu nn nu _________ _ uu ------794:T1T/a 72.-0131M)LLVL--3 IIII IIII IIII � IIII �' 13I4Lx91/I(2.OE Lie LVL�LOW _ --��=eeccc=====---------c=c=- _3l4"x 18'J7OE�100]_LVLJ----__-. -- IIII' IIIG=================—=3======= IIII IIII IIII; 51111 IIII IIII III IIII -------- III - IIII _ __ _ _______ IIII IIII• IIII• f-------- III 1 3/4"x 11 71W(2.OE 3100)LVL-2 iii III III IIII 9/C� IIII IIII ' 111I :IIII IIII- - - IIII IIII IIII IIII - - � IIII III IIII ' IIII . IIII - - IIII IIII. IIII Al 9'8" 2-0" 1 9'0" 1.0. 32'0' 9.0. 9.0. . 79'8" Foundation Job Name Mark Hill Lane Customer Chris Maki 1 Date 12/11/19 CAPE � Revision COa coo 7 PANEL _ � I ! LEGEND SYSTEM PROFILE « p ----- )..x,o,,,, Ll �J �. nn.ot t` �,' ,/ lrt •t)i85'_. - _ .6:OrLK a sto ,)x.BJ' J. cw fw • sac Oaaw .siZ9.- Q t]x_w'r, t1x.)5• ::,3 uzxs' I ,)z.oe• � .P anm P.ru n.« ipi ts0.o' $i �7'Q f`�,_� �� --.__. `z / •_ ?oast-um,md.:.. 1 e o_.ry.'t -�. _ - i ! 'ee4'siSS%:tii1'�:i'.e:::a: y.•_.-: of��.w � ,. _ •t_-"-' ._ - /, .xL�' r LOCUS MAP ,0' SEDfK t K— S —0'(10) to' ,IAGWa ASyy5DR5 N•p 218 PA M w ' APEA a naoo eutAR0)AS •".___- - _ _ - "'^t. iw`� DAE°+�wu4uw,Y vAxEt RSom WSSU DAM ZONING SUMMARY SYSTEM DESIGN: `-�,!_ `� \-- J i- %y` ` / ZWrc 8tS'laCf:Pf RESIDFMNL D6 GR9AGc p5FO5ER 6 xOT ALLOKD NOTES — w f ,.OL wt 42E e).,x0 SI 8).898 Si CEifr RW.•BEDROWS O„0 60-ND CPD \I 6 .mt.wT FRONTAGE ,5q 181.02' _ \,\^ fr` �.t01 aDM - _ um. •W f9D OL9d ROw >...nr w,a w. 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A tc s ,cx i'\ / ` 7 ),Y `` t � • � `)� �A IP(MY.Y WeiORiC g5E18R i0TI3: . •Y fY0 6=AM aMW M rE9i ,KE(J)50a cu.fUCwxG MAMSV (.^yE OR EouW ._I( --•--`_- /,__,'' \ II� V �� BNMSf.%E itRE ge v am• S s—/ALL AR—o a�ot�rtn v�)Reuop¢uto M Ipry�tD t5'OA< f // , ~; ` 0.crw w u rpr 1 ��� \, ---- � e \ '\ <� •III ,E.a.:9..�,t- >.PP�,:�" REFERENCES µcc.seams • \ , I-i I I o¢o eo0a gat PAr[.m .e u ALEIA(�IYP 7/ 9 ,7\ a�O.EwPO�+c '• I P�w��aetsz PP".i ie , R,oRwta a .• TEST HOLE LOGS ' aixESS:OOa:A Z NOiANq P9 PPOPOSFD "o]Ypy� \\ �0/]t/tJ wefts Of Mrp \ oxr_: f)FARIND(TP7 _, n)6 Raf9��ava i TITLE 5 SITE PLAN_ ' 90C.vM v To �u'rP. dASS_5045 P/ :•xOT � ` O \\ OF E,EV. EEL'. DFr. ^ p' u5a• 4 txz.9• 4 z _ _ — — 9+' LOT 2 MAKI HILL LANE DYN•/: �«•n DVF`•/x I ,DxR vx �.`� f ° ; ®17 WEST BARNSTABLE, MA a• 9 a- 9 a• O e' D _ PREPARED FOR is is LS ES vry Aq' 4' -7t 4.� ,SYR 8/e 1DlR 8/0 tDYP 8/e 10K 5/B �� Qb 4' � ` ....,.\ CHRIS MAKI 3a' ixS,O' Zi ,x).9' •e' ,x!i •0' ,L5.9' ,�' •\ � 74 -V w\1, PATE;DEC EMBER 2,2019. Ws E95 y� ,':••• Nf5 ri5 YFD-Mu xED-NY M1 wxu0 � u rC0-(rY uEO-DPP x/Sip'Es /SIpIES �� x.5r Y/• x.5Y x/• x.5Y>/• Z.5Y T/• S /EAY,,��P� p9 ft a' 1 w)ae-xx-um cage en.iatuin`,inc. tzo- L o•tm' nx.: tA' n9.r 1 L.O Pond S O�fs � x0 fAfelx9wA,ER EKODNfERED x0 LPf1WDwATER ExwUMERED I KNN, p r... n DATE p,W6y a WIiU.P,[..P.LS/ ✓ARrOJMn(NfE✓. Plel) OCE Q17-483 i I I e�we.e r.o.w..•.r a :� i I !i " i i '� i �: a ere.mn _ i CgiigF GgEJCi'pf9L➢L .,:C il:i - '_ .. •. _ ._ _. . r , ' i 11 ft1 i L-4.- ' !I ,4141P mnue,e,rawlM.•S � �i .� Wwgane.nrry.,aeeb..m • al I � p ._ - o � � ,� ' mar,.w..m a>auw m...a.• :I I 'I I; vr,m '. 3 ■ Fa ,I I' I :� baiOfb•nO YpM••r. i i , c'RE�d>rgi€9g£[a8ryag�eE9s6aesogu�n em6�H3gaSg3a<-� -��. - �7 ' 1 1 �c�Jaa¢©��oo�E.s.,J�a6ac3 agc�■1 , � .. __________ ■rs■r■e rareoN.>;F� i---—--------- , y ■ - 1!B'--� r er•atl w.•l eos.s aawa.a.uaa i -._ _ i _. _ ._ _ ... _ .. _..'. ... ._ _. _ ■ F i -_ _._. _ _. _ I i 6k c0e^S V.Mni,un a•Y.Or�ban0.I ' 1 ; 3/4"=1' Foundation Bldg.Dept. Slri aLa mhmn W alp.ma aN Siry•m lCG rq a+an ar. �.rw-a..d.mnnr a„danaaM1w6•aNagrm va•+r' t__—; APpmved by,—a-?—, — For permitting f- Ne.w u�.o wwro rrr nawa.a.S e.g Ew rr.• P n Q •mrwa,•,aaw•m 1 aa„wa mlmn WSIS+,P rr,am mawsram GCO <m,it p:l7-, l- ��� .,suwa,a.rmrWr•mararrraa.a.A.er.. I i a(s wtlmap 1 G,aw•-r•ri.P-YYineh.S.Om fr L. __I .bOr•a rW.rH•.r,h.S.f o3 rsl . -rvY■n•w.wd m•vr.ar.•raG r,'o•r}�a ao•war -Sv4�W:.aa..area N. .rwwrar.br.r,wrm,•wp.araa• (�15.5Z -�r�,aar,a.•r.a,..a r.wr.,.wee.crr+ �I I ra,•mna,r.. BUILDING DEPT. Norac:. a•oaa T.VMNU. DEC 182019 vwNooK , -Yn•WmMST.IY•lmw,arrsauW>NYaMr„r, MECK CAI AN: " Na�OE.90 a wtua■¢r...,.mre...m,,....el..,...,u..u,�a..swam ,. ._ TOWN OF ftARMSiABLE r o a ! u` I ..a,•a wa.room.w,..o..w.mrr.e:.+rnr...wr.a -� SrONAI fi 1/mrM•�XIYFM,.•WpSK-1.0�1'P:uW'Y•olhm�tla ' ____ __ wwad.srv.e+.....n.•ara.r.a.wcm. Engineer PHILBROOK ENGINEERING Job.Name_Maki Hill Lane,_ a raw.rr,edr:.rr....dtl.•.Wx®....•�•wwr.a.�....r Address 107 Beach Sk Dennis,MA customer Chns Maki ���E Phone _ 5QB. S'-8682 _ _. _ Date...-. 12/17/19 — r.er'ul..rNw:,:o•umnn•n Email _ Tvamphil@venzon.net Revision 3 COD Date 12/17/2019 _ _- - — — Address _Makl Hill Lane,Sam gtable,MA ?ONBL - I I I i 79'8" 11'8" 18'5 1/2" 12'0 1/2" TO' IT 0 1/2" 18'5 1/2" 31,1" ------------------------------� -------------------------------I I o -------------------- I I -------------------------� I I �--- (------------------J I I i t l (- ---------------- co I I o I I I I I Bulkhead T.O.W. same as I I I I I I ;o I o main foundation I .. _____-_--__ I I r. I I j- I I I I 5/8"x12"anchor bolts @ 40"o/c with dedicated I I I I j corner bolts. OK to dado top plate. Do not l - III IIII IIII compromise bottom plate- - 1 3/4"x-11 7/8" (2.6E 300 LVL-3 _ I --- ----------- — L-- -------------- J -------------- ---J ---------- -- IffIi------------- 2 0 aI I I 1 lo'7 1/8" Illlo III,IIII lll>,I I IIIL IIl1- I I I I I111w llllw I o I I IIIIN I I IIII I I IIIIX I IIII-% I I I I I IIIL L_µ%-_J I I 10"x 9'10"concrete foundation wall I I 8'7 1/8" IIIL IIIL I m w/pairs of#5 bars at top, middle, and I IIIIfill I I IIII IIII I j �, bottom. Provide dedicated corner bars - r---� IIII IIII I I ' for middle and top bar sets. IIII I I --- _=====tlU 1 3/4"x 9 1/2"(2.OE 3100) LVL-3 LOW fill I I --� r-- 1 3/4"Ix 11 7/8" (2.PE 3100)LVL-3 t---IIIL_ r--fill I 17'4 7/8" I ml I 12'0 1/4" \11 I 7'6" ---� _ 12'0 1/4" I III I 8'9 5/8" 8'7 13/4"x18,' zoEbloo L -3 I-- - _ --I- -d-------- L-VL ------- I 7-------------I I I I -------- = = __________ �o III I L-IHH-J L----� L__III 3=______= I I L_-lllf o IIII TH L----I m a IIII IIII IIII "' IIII J JIIII IIII J la "IIII IIII o I to IIII o O I I IIfill IIIIII w I ——— — WL— --------_ fill 1/N " ' 2.OE 3100 LVL2 L-------- ————----__-_I --III I j I IIII R(I III % I I N IIII " I %Illl I IIII e IIII L aHH-J IIII\m j j 00 °D I I IIII "IIII _ IIII '" I I IIII IIII IIII I I 12"x20"strip footing w/pair of horizontal#5 I I ;o I ----- IIbars and dn n sIIII o/c extending a minimum of 42labove footfill ing. IIII I F-L----- IIII IIII I I o I I IIII I I a I fill --------J I a -- 12'3 1/8" 918. 2.0" 9'0„ 9'0,, 32'0" 9101, - 9'0" 79'8" Foundation 1F-- TECHNICALSPECIFICATIONS• Concrete Foundation P19-52 I I Standard 12"x 3n square footer pad w/4"did. Dean concrete filled Barnstable Bldg. Dept. • I • I steel tube column w/mfg. base and Simpson LCC tally column cap. 1. Re-Bar-Grade 60 ASTM A615,clean and free from heavy rust 1/4"=1' L---J Approved by: -Minimum bar lap distance: 28"for#5 bars r Minimum corner bar lap distance 28"for#5 bars For permitting IHeavy 12"x 4'0"square footer pad w/4 each#5 bars EW and 4" a Steel Bar layouts as shown I I steel tube column w/5/8"x 10"square base and Simpson CCO Permit it Steel Bar coverages;3"when cast on soil,2"at formwork perimeters I I series weld on cap. I I 2. Concrete-Footings-Minimum fc=3,000 PSI L J -Exposed Walls-Minimum fc=3,500 PSI Maximum aggregate size 3/8%3/4"blend;Type IA 5-7%air entrainment Strip walls no sooner than 36 hrs Mechanically vibrate all reinforced footings and piers Formed in place footers are not allowed. No footers shall be placed in water. See Foundation Plan. Concrete-Floor Slabs(basement,protected)-Minimum fc=3,000 PSI. BUILDING �I��I n► ®�PT o �P��t1 OF MgSr9CyG Maximum aggregate size 3/8';Type IA 5-7%air entrainment !V Cut crack control joints in-line w/support rows and columnsVARNU no laterthan 12 hrs after slab placements DE 1 g �019 SCANNED o p I BROOK MECHANICAL 3. Foundation Tie-downs-Cast all anchor bolts during concrete placement -All Walls to be 5/8"x 12"A307 Anchor Bolts w/2-1/2"projection TOWN OF BAR NSTABLE FEB' u � o No. 30B_90 � 4. Fill(Backfill): To consist of clean,compactable material extending into in-situ / NAL subsoil. Fill placed into open excavations must be mechanically compacted G S/O EN 5. Provide a slightly positive slope 3/4"-1"per 1'0"running away from the foundation. Slope drivesways and grounds as applicable Engineer PHILBROOK ENGINEERING Job Name Maki Hill Lane 6. Foundation design assumes soil is a medium-coarse gravelly-sand. Should very Address 107 Beach St Dennis MA Customer hris Maki u CAPE different in-situ material be encountered a detailed analysis will be required. Phone 08-385-8682 Date 12/17/19 Design Allowable Bearing=3,000lb/sq ft Email varn hll veriz n.net Revision Coo PANEddress Maki Hill Lane Barnstable MA LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR 99- EXISTING CONTOUR PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. / ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE � x X x x X 99•1 EXIST, SPOT ELEV. / TOP FOUND. EL. 136.0' FILTER FABRIC OVER STONE �C X X 'IX X -[99]- PROPOSED CONTOUR i 134.7' 2% SLOPE REQUIRED OVER SYSTEM o Railroad MINIMUM .75' OF COVER OVER PRECAST 135.3' � ate o D �C X X X NOTE: 2" MIN. WALL 9 r9 o I98 4 1 / PRECAST H-10 BLOCKS OR pte �' \ o ] PROPOSED SPOT EL. \ / `'' RISERS (IYP.) THICKNESS REQUIRED g o PRECAST RISERS l on o o 4"OSCH40 PVC MORTAR ALL H-10 TH 1 X x x> X x / 2 133.7' PIPES LEVEL 1ST 2' COMPONENTS d �} TEST HOLE x �x X X( X X / F-v �' +` 6" MIN. SUMP �04a TYP. INV S EL. 132:0 4' Y +" � 12" MIN. INT. DIM. (TYP.)J / ENDS SIDES 132.83' ,,'POTENTIAL WELL REA v� , / *132.85 10" 14" ;0000b000' 2� SLOPE OF GROUND / PER MASTER WEL AND _ J o ' 132.60' TEE 1500 GAL H-10 TEE °o°o Coe Cod 132.35 ®®®® ®®®® ®®® _®®®® o°°°o°°° P o SEPTIC PLAN BY`pOWN _ _ (iuT/ett Communit ` / `2�_ i 0000°0°0000 o 0 0 0 0 0 0 0 / SEPTIC TANK 0000 0000 �� UTILITY POLE - h , o ° ° ° ° ° ° o 0 CAPE ENGINEERING` o / 4' LIQ. LEVEL GAS BAFFLE :.; °9o°o°Oo°o°°04' WATERTEST D BOX o �00000000 °o°o°o°o y ^ -.� / ACME OR EQUAL 0 ^ FOR LEVELNESS N ° ° ° ° ®��®®®���®® ®®®® ®��®® o 0 0 o Pp College DATED 12/5/2013`I ^\ _ ^ ,- o°°°°°°° ®®®®®® ®®®® ®®®� ®®®�� 0 0 0 0 ° ° ° ° qj FIRE HYDRANT \ 1 _ a 132.25 °o°o°o°o °o°o°o°0 130.0 3 o / / JOC°°°°°°°°°°°°°°°°°°°o°°°°°°°0°°°°°°°°°°°°00 LO NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0°0°09 H^1O 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. p� LOCUS � .n.�.o 0 0 0 0 0 �_�.o.n.n_0.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' Exit J r *THE INSTALLER SHALL VERIFY THE LOCATIONS OF COMPACTION. (15.221 [2]) �f6 t / -\ / ✓ _ / ���1 L/ ' �\ �' ALL UTILITIES AND ALL BUILDING SEWER OUTLETS o p\� �2� AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION i LOT 2 �o •� ,� _ J / OF SEPTIC SYSTEM 87,696f SF 'o w. _ , LOCUS MAP O i , 2.01 f ACRES 1 h 117.4' BOTTOM TH-3 X X x ( 2'S% SLOPE) (2 5 X. SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND SCALE 1"=2000't FOUNDATION 10 SEPTIC TANK 4' LEACHING ASSESSORS MAP 216 PARCEL 80 x x x x x D' BOX 10' - FACILITY x x x x x x LOCUS IS WITHIN FEMA FLOOD ZONE X 7� J \\ 3j ft3oj''' s, POTENTIAL WELL AREA (AREA OF MINIMAL FLOOD HAZARD) AS X PER MASTER WELL AND X X SHOWN ON COMMUNITY PANEL #25001 CO553J SEPTIC PLAN BY DOWN 0 X CAPE ENGINEERING X DATED 7/16/2014 DATED 12/5/2013 -132- �/ , , \\ r,3,] x x x X X ZONING SUMMARY SYSTEM DESIGN: NOTES � - � x x x EXIST. WELL ZONING DISTRICT: RF RESIDENTIAL DISTRICT ] �, / REQUIRED: PROPOSED: GARBAGE DISPOSER IS NOT ALLOWED �132 / 1. DATUM IS NAVD 88 MIN. LOT SIZE 87,120 S.F 87,696 S.F DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 2. MUNICIPAL WATER IS NOT AVAILABLE. MIN. LOT FRONTAGE 150 181.02 [133] MIN. LOT WIDTH - - USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ MIN. FRONT SETBACK 30 130.3 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS \ MIN. SIDE SETBACK 15 65.7 ( ) TO BE AASHO H-12 ��/� I ` \ \1 �R � / ' ' � SEPTIC TANK: 440 GPD 2 = 880 T \ \ MIN. REAR SETBACK 15' 55.9' f 34] USE A 1,500 GAL. SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. SITE IS LOCATED WITHIN THE RESOURCE LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH - PROTECTION OVERLAY DISTRICT SIDES: 2 33.5 + 12.8 2 74 = 137 GPD _ ^ J11�b �P / /i 1 \\ C135 \ y�� ( ) ( ) 310 CMR 15.000 (TITLE 5.) / 1 � -.--� � \ � ] 30" \ � �.. d� SITE IS LOCATED WITHIN THE AP WATER ►�\ OAK \ r o�'F` PROTECTION DISTRICT BOTTOM 33.5 x 12.8 (.74) = 317 GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO / ) 135 \ \ y -q 9� BE USED FOR LOT LINE STAKING OR ANY OTHER SITE IS LOCATED WITHIN THE OLD KINGS TOTAL: 614 S.F. 454 GPD PURPOSE. HIGHWAY HISTORIC DISTRICT 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1 1 I � - SITE IS LOCATED WITHIN THE WEST USE 3 500 GAL. LEACHING J �. V / � n, \ \ ( ) CHAMBERS (ACME OR EQUAL) r` / ' -- --�� \\ \ \ �9 BARNSTABLE FIRE DISTRICT WITH 4' STONE ALL AROUND 9. COMPONENTS NOT TO BE.BACKFILLED OR CONCEALED O WITHOUT INSPECTION BY BOARD OF HEALTH AND BENCHMARK: PERMISSION OBTAINED FROM BOARD OF HEALTH. HIV NAIL IN 16" OAK / `, / / t136] .� \ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING / \ DIGSAFE (1-888-344-7233) AND VERIFYING THE `� - - =139.0' NAVD88 / � LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. W \ 1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE - > \ ' REMOVED BENEATH AND 5' AROUND THE PROPOSED �" \ 1 `" c I \ LEACHING FACILITY. s \ _ - F s C \ ' 1 F •-, \ \ / �� POTENTIAL SEPTIC AREA PER MASTER WELL AND SEPTIC PLAN BY DOWN J \ CAPE ENGINEERING ,� F l DATED 12/5/2013 CO £R£0 po \ 1135.21 \ Rey\ l � REFERENCES \ 3 GAL. SHRUB � \ / ALTERNATE 1 / DEED BOOK 991 PAGE 418 \\ I HYDRANGEA & PROPOSED - \ / 1 PLAN BOOK 613 PAGE 93 1`36,96, AZALEA (TYP.) DWELLING PLAN BOOK 652 PAGE 36 \ \ TOF=136.0 TEST HOLE LOGS / ENGINEER: A,H. OJALA, P.E. lr352� \\ \ WITNESS: DONNA Z. MIORANDI, RS PROPOSED B�VESTO \ 10 31 13 LIMTS OF \ Pgrip N£ \ \ DATE: / / CLEARING (TYP) h \ _ TH3 \ 5' REMOVAL OF UNSUITABLE SOIL (B LAYER) PERC. RATE _ < 2 MIN/INCH h / o \ HI REQUIRED AROUND PERIMETER OF LEACHING \ FACILITY, DOWN TO SUITABLE SOIL LAYER. I 1 4207 -134_ - - - H4 �O \ SPECIFICATIONSREPLACE WITHCLEAN D. SAND, TO MEET CLASS SOILS P# �/ N p OF OF 1 TITLIE 5 SITE PLAN ELEV.' n ELEV. n ELEV., ELEV. / �/ // \\ TH�2 " �' 128.0 0 127.9 V' 128.4 0 ,%" 129.2 ° �� � C LOT 2 MAKI HILL LANE A A A A � � SL SL SL SL �,qs, / \ 10YR 4/2 10YR 4/2 10YR 4/2 10YR 4/2 100% ���� WEST BARNSTABLE, MA o ,> >. 7 N � RESERVE � o N g 8 6 6 61, F'f'�041 \ AREA - e B B B o,�, �'io < <T '�,� PREPARED FOR LS LS LS LS '9 cF s c�T ox- 10YR 6 6 10YR 6 6 10YR 6 6 10YR 6 6 202 T o� •�� � " -��oFMq ���� ----- CHRIS MAKI „ / , » / , » / , „ / , �� SS - 9 r� �OF 36 125.0 24 125.9 48 124.4 40 125.9 3�9�' �Q�� (3 �o�� DANIEL �r's A. �� C5 )ANIELA. OJ;J_.A � Jo OJALA mN DATE: DECEMBER 2, 2019 C C C C p No 4����ao CIVIL PERC + °Fsss�°sow ., Po ��, sre�� ``� Scale: 1"= 20' PERC C� A N0.46502. MFS MFS o MFS MFS MED-FIRM MED-FIRM �tH qs y` �� DANIEL Gs . c DOJALAA. Goa 0 10 20 30 40 SO FEET MED-FIRM MED-FIRM W/ STONES W/ STONES A. t C) N v OJi+I..A CIVILtl 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 s No.40`J60 No.46502 �o �<v off 508-362-4541 Zg 1 °Fess�o oe �Fs °ISTE� � fax 508-362-9880 41viD � StONAL E I downcope.com W down cape engineering, inc. " 120" 1 18.0' 120 1 17.9' 132 117.4' 120 119.2' �( � civil engineers eers _, land surveyors NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ��Z�t� _ 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 DCE # 17-483 17-483.DWG