Loading...
HomeMy WebLinkAbout0760 POPONESSETT ROAD CFO POGb/✓ESS� Y Kil J \ ACTI VE 4 i L , TOWN OF BARNSTABLE l r + CERTIFICATE OF OCCUPANCY - PERMIT #48450 PARCEL IIA006 046 GEOBASE ID 134 ADDRESS 760 POPONESSETT ROAD PHONE COTUIT ZIP - LOT 49 50 & BLOCK LOT SIZE DBA _ _ .. DEVELOPMENT f� _DISTRfiCT _CT - _ PERMIT 63446 DESCRIPTION CERTIFICATE OF OCC. -PERMIT #48450 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services j.BOND TOTAL FEES: �tNE CONSTRUCTION COSTS $.00 Q► 756 CERTIFICATE OF OCCUPANCY I RARNsrasLE, MASS. z6g9. A BUILDING D ISION " BY✓�i� %�� DATE ISSUED 08/30/2002 EXPIRATION DATE 00, TOWN QE. BARN STABLE; PARCEL TD 006 046 GROBAS.E I0 134 � I ADDRESS 760 POPONESSETT ROD PHONE C;OTUI`I' a ZIP LO`1,' 49 50 & BljOCK' D ]DR OEVRLO:�It �1'1" C$a`I' �Z O" CT PERMIT, 48450 DESCRIPTION 2 ,513ATH/3Ia D/2.,5 STORY �INGI?E CAM. DWELLING P '1?fi IT TY:Ea.E+ BUILD' . TITLE N�'R�i I1I11M ATE BL a PM'Z°". .,, CONTRACTORS: PROPERTY MNFri_ Depar't men/V-�tI' of"Health� Safety'ARCHITECTS; andEnvironme ntal Services 'n$1; ryZ.pJryryA77 FEES L ;� V s.0 CONSTRUCTION -COSTS $3459 46.00 SINGLE CAM- HOME DETACHED' 1 - PRIVATE: PJ E j * BARNSTABLE. • BUILDING DIVISION BY 3DATE ISSUED 09/06/9,000 EXPIRATION DATE . THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR,ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN'- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY.PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION:STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE_ OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT.FROM'THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND . FOR ALL CONSTRUCTION WORK: WHERE 1.FOUNDATIONS OR FOOTINGS T APPLICABLE, SEPARATE FOR HIS CARD KEPT.POSTED UNTIL'FINAL INSPECTION WHERE ES ARE REQUIRED 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A.CERTIFICATE OF OCCU- PERMITELECTRICAL„PLUMBING AND M CH- FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL,INSPECTION BEFORE OCCUPANCY. VISIBLE'POST THIS CARD SO IT IS FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2" 2 T,. t 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING.DEPARTMENT 1 F1 Q (r; 2-3 -62- b---tI 'z. -� I 2 $-lZ— o'Z tr FH I Zdtl� OTHER: SITE PLAN REVIEW APPROVAL S mts IZQ S WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL-AND VOID IF CON- INSPECTIONS,INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA= TION: NOTED ABOVE. TION. BUILDING PERMIT VERY PERMT ^�: , QUERY END QUERY PERMITS PENTAMATION--------------------- -------------------------------------- 08/30/02 PERMIT NUMBER 48450 PARCEL ID 006 046 760 POPONESSETT ROAD PERMIT TYPE BUILD NEW RESIDENTIAL BLDG PMT DESCRIPTION 2 . 5BATH/3BED/2. 5 STORY SINGLE FAM. DWELLING CONTRACTOR ( PERMIT FEE 1072 . 43 VARIANCE STATUS A ACTIVE ( CONSTRUCTION TYPE 101 GROUP TYPE 1 ; APPLICATION 09/06/2000 EXPIRATION VALUATION 345946. 00 DATE ISSUED 09/06/2000 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE=--- i i (N)EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT i i i I i I i I i I i I I i i I I I � � i I QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 08/30/02 PERMIT NUMBER 48450 PARCEL ID 006 046 PERMIT TYPE BUILD NEW RESIDENTIAL BLDG PMT DESCRIPTION 2 . 5BATH/3BED/2 . 5 STORY SINGLE FAM. DWELLING MASTER PERMIT INSPECTION REQUIRED REQUESTED SCHEDULED INSPECTED RESULT INSPECTOR BCHM2 BFIN 08/23/2002 R JFIT BFOD 10/24/2000 A MTRO BFOD2 04/03/2001 A MTRO i BFRM 04/10/2001 A MTRO j BINSU 04/30/2001 A MTRO PRESS ESCAPE TO END DISPLAY j I I I ' i i I i I i i I ( I I i 1 i I I i I i I I ERY PERMITS: QUERY END ERY PERMITS I - NTAMATION----------------------------------------------------------- 08/30/02 ERMIT NUMBER 52105 PARCEL ID 006 046 760 POPONESSETT ROAD ERMIT TYPE BELECNB WIRING PERMIT-NEW BLDG DESCRIPTION LOT #46 NEW HOME CHK 1670 FONTRACTOR I I I OERMIT FEE 60.00 VARIANCE STATUS A ACTIVE IONSTRUCTION TYPE 753 GROUP TYPE PPLICATION 03/15/2001 EXPIRATION ALUATION 0.00 DATE ISSUED 03/15/2001 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- i I (N)EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ I (F)EES/ (A)RCHITECTS/ (V)IOLATION/ (E)XIT �This value is not among the valid possibilities ERY PERMITS: QUERY END � ERY PERMITS NTAMATION----------------------------------------------------------- 08/30/02 PERMIT NUMBER 52105 PARCEL ID 006 046 PERMIT TYPE BELECNB WIRING PERMIT-NEW BLDG DESCRIPTION LOT #46 NEW HOME CHK 1670 MASTER PERMIT NSPECTION REQUIRED REQUESTED SCHEDULED INSPECTED RESULT INSPECTOR EFIN 07/29/2002 08/30/2002 A RWES EREIN EROU 03/14/2001 03/20/2001 A RWES ESER 03/14/2001 03/20/2001 A RWES i I I I PRESS ESCAPE TO END DISPLAY i I ` I i i I i it ,OCT-24-00 08 :49 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01 939 main street { rte 6A j tel. 508-362-4541 yormouthport, mass 02675 fax 508-362-988t do wn cape engrin eerang, inc. civil engineers & land surveyors LAND COURT FACSIMILE TRANSMITTAL FORM SURVEYS 508 362 9880 DATE: Arne H. Ojala P.E., P.L.S, SITE PLANNING TO: //3 FROM: MESSAGE: SEWAGE SYSTEM �-D,,���, f� ��•�'��� DESIGNS INSPECTIONS PERMITS CLIENT NAME: Qn c JOB#, NUMBER. OF PAGES (INCLUDING COVER PAGE) IF YOU DO NOT RECEIVE ALL PAGES OF THIS TRANSMISSION. PLEASE L`ALL 508-362-4.S41 OCT-24-00 08 :49 AM DOWN CAPE ENGINEERING 508 362 9880 P. 02 Hlf 0 e f PARCEL 46 AREA=2.0t Ac. UPLAND 2.88t ACRES �'�' 0 TOTAL - OVERGRONN BOC �IV- �I _... _._.I •� H POURED CONCRETE FOUNDA710MOWN ���pyAf1011 SUS A �o IOB # 99-372 CERTIFIED FOUNDATION PLAN LOCATION POPONESSETT RD. PREPARED FOR: COTUIT, MASS. THE PURPOSE OF OBTAINING SCALE. 1" = 60' 'DATE : OCTOBER 22, 2000 A BUILDING PERMIT FOR REFERENCE.: : DB 12635 PG 278 PB 143 PG 19 ROBERT POWERS BARNSTABLE ASSESSORS MAP 6 PCL. 46 I HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON THE OF GROUND AS SHOWN HEREON. pry ARNE aA.xs•�e�-� H. t ma®-aeo-rn®e u OJALA �, 4 down empe engineering, inc. l �} 9 6w { CIVIL ENGINEERS — __— f. Z) — —^— Y 111 ? LAND BUItVEYORS — — —— �,.,,� — TOWN OF BARNSTABLE•BUILDING PERMIT APPLICATION Map V Parcel Mo Permit# �� Health Division aQ Date issued l/` r/0-0 /3J P- .�Conservation Division 4 Y Fee (nN, -3 Tax Collector :OM ' --' 0 q/J SEPTIC 1' / STEM MUST BE Treasurer �( /Z9�Zd INSTALLED IN WITH TITLE 5 COMPLIANCE Planning Dept. / ' ' NVIR0100ENTAL CODE Date Definitive Plan Approved by Planning Board `� p C � E'CULA i,jAls C Historic-OKH Preservation/Hyannis -Project Street Address— `� 3' Sa �f Village Owner Address S Telephone — \ Permit Request ICL 36t 0 F�a Square feet: 1 st floor: existing propos _ 2nd floor: existing proposed,— Total new v2. Valuation Y 3y 9�6 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size/Q C)tJV_-0J Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family /Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes o On Old King's Highway: ❑ C�Yes 'No Basement Type: a'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Awe Basement Unfinished Area(sq.ft) 9_11(� Number of Baths: Full: existing new oZ Half: existing new C Number of Bedrooms: existing new Total Room Count(not including baths):existing new ZS First Floor Room Count Heat Type and Fuel: "Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes No Fir places: Existing New Existing wood/coal stove: ❑Yes 2<. �r11 Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing new size V Shed:❑existing ❑new size Other: Zoning Board of Appeal7Nto rization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION [Game � � Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RE ULTIN FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J FOR OFFICIAL USE ONLY f PERMIT NO. , ±' DATE ISSUED R MAP/PARCEL NO. ADDRESS VILLAGE r: OWNER' DATE OF INSPECTION:qN! ' FOUNDATION -3 FRAMEr INSULATION FIREPLACE { ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ` FINAL - GAS: _ ROUGK � t�' FINAL FINAL BUILDING _ DATE CLOSED OUT ASSOCIATION PLAN NO. Health Complaints 17-May-01 Time: 10:40:00 AM Date: 5/16/01 Complaint Number: 2861 Referred To: EDWARD BARRY Taken By: BARBARA SULLIVAN Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number-: 760 Street: -P--OPONESSETT RD V I I I a giegCO T U I T Assessors Map-Parcel: 006-046 Complainant's Name: CONSERVATION Address: Telephone Number: Complaint Description: NO BOUSE HOUSE ON SITE . WORKMAN USING THE WOODS. Actions Taken/Results: EFB ON SITE . BARNSTABLE POLICE ON SITE (JOHN PASS). HE SHOWED ME THE AREA WHICH WAS USED FOR THE TOILET AREA. IT IS AN AREA DOWN THE CONSERVATION PATH (RIGHT OF THE HOUSE) ABOUT 300 FT DOWN. FECES AND PAPER ON THE RIGHT SIDE OF PATH .NEW HOUSE NEARLY COMPLEATED. SHEET ROCK WORKERS ONLY ONES ON SITE. TALKED TO OWNER ROBERT POWERS ( 1- 401-658-1441) 51 STAPLES RD. CUMBERLAND,RI. 02864. HE SAID HE HAD MADE ARRANGEMENTS FOR THE WORKMAN GO TO KEYED,UNOCCUPIED HOUSE IN AREA. HE WILL MAKE ARRANGEMENTS FOR A BOUSE HOUSE TO BE ON SITE AND WILL HAVE THE DEBRI CLEANED UP IN THE WOODS. Investigation Date: 5/16/01 Investigation Time: 3:45:00 PM 1 `°FtHEr°�ti The Town of Barnstable WP ° '• BARNSTABLE. Department of Health Safety and Environmental Services 9 1ASS. 0I �A 679• �0 rEOMa�a, Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection / v Location ��� P0 t(UlPSS-1 { Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: (� V oI CC n Y C '— Y, ! V � j -R, erUVle AO I � es ��n n 1A--��, iAI-e:t a Fdlgevi D y)&ft,�tC� S U - Q . Please call: 508-862-4038 for re-inspection. Inspected by Date ,� / 1 IME A The Town of Barnstable of lco • sncwsrnBtE, • Department of Health Safety and Environmental Services 9�prED �" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: L Map/Parcel:()0 Q`f 6 Project Address: ® J o oo ne—(�S eff Builder: V The following items were noted/onA.re�ewn : &Ie,UD4hr(x peam-Ar wi 11 )a<A bQ. 'issued u1\L 1 1ro�!A 1('rPf)Vh04YLA,r 1 i AyR 'IS `\-© 41l.Q sA'1-I;4Ar'i8)r' , r FA 011 la In nU o f k x 11 VI G S Please call 508 862-4038 for re-inspection. �InspeEted=by:. Date: /0/'��/0-0 q:building:forms:review MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE : Massachusetts HDD: 5973 CONSTRUCTION TYPE : 1 or 2 family, detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE: 11-8-2000 DATE OF PLANS : 76 �QQQ1/1 eS�e TITLE : COMPLIANCE : PASSES Required UA = 479 Your Home = 463 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 992 30 . 0 0 . 0 35 WALLS : Wood Frame, 16" O.C. 2726 13 . 0 0 . 0 224 GLAZING: Windows or Doors 476 0 . 330 157 FLOORS : Over Unconditioned Space 992 19 . 0 47 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code . The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 DATE: 11-8-2000 Bldg. Dept . Use CEILINGS : [ ] 1 . R-30 Comments/Location WALLS : [ ] 1 . Wood Frame, 16" O.C. , R-13 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1 . U-value : 0 . 33 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS : [ ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE : [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 511 clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: J [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. f HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS : [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) ------------------------- Crossen Ralph From: Seymour Steve To: Crossen Ralph Cc: Burgmann Bob; Giangregorio Robin; Maloney Kathy Subject: Poponessett Road Date: Monday, August 28, 2000 4:08PM I met with the owner, his engineer, and his wetland consultant onsite on Friday. The engineer arne ojala from down cape engineering is revising the plans to reflect our discussions regarding ditches. see attached letter.«File Attachment: DN CAPE.DOC>> I don't see a problem with issuing the foundation permit as long as the road plan is forthcoming and we are kept involved in the road construction. k 1 1 , Page 1 r..z The Commonwealth of Massachusetts Department of Industrial Accidents ==_ ONice 91/oseS99,1 0iIs --• "� - 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit illl name: location: ('00 LQJ�n�, city hone ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one worldn in am►capicity I am an employer providing workers' compensation for my employees working on this job. cam anv name:. address. phone city # oiicv insurance co. .. /////%%/ ❑ I am a sole proprietor, general contractor;rbrhomeown�er(&r�cle on)and Mve hired the contractors listed below who have the following workers' com ensation olices: W V Q - p Pci .:.:.:;:.:::.....:. :.. cornyany name C� K \ ,HK ' address. ..........::::: :...:. .:.: :: ci ... ..: : .. . ....,.. . .. . ::�.:.....::..:' hone:#.... � . ;>.:;: ��• insurance:co. ' cam anv narne: >.;::.:::,::;::::::;:;;<.::::•:<;:::;:::.;;::; address: one:# city ... .........::... ,40 imurance co: olicv#:....:.. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may be orward to the Rice of Investigations of the DIA for coverage verlficatiom 1 da hereby ce t p and p allies of perjury that the information provided above is�trr`.and correct Signature Date l W -:,O—XQQ - - Print name O b eJ Phone# '` official use only do not write in this area to be completed by city or town official city or town: pertnitNcense# (]DDep: tment ❑ ❑check if immediate raQonse is required ❑ ice ❑ entcontact person: phone#; (revised 9/95 PIA) _. Information and Instructions 10 to provide workers' compensation for their Massachusetts General Laws chapter 152 sectiI n pion in of another under any cotrac employees. As Quoted from the"law",an emP Yee the service of hire, express or implied,oral or written. oration or other legal entity, or any two or more of is defined as an individual,partnership, association, Corp or the receiver An employerthe 1 i�eseatatives of a deceased employer, the foregoing erg ed in a j°�enterprise,and including �rc io employees. Howevez the owner of a trustee of an individual,partnership, association or other legal entity, employing o ant of the dwelling house of not more than three apartmeetss and who resides the occupant dwelling house;having suction or work on such dwelling house or on the c another who employs persons to do maintenancel be deemed to be an employer. thereto shall not because of such employment building appurtenant state or local licensing agency Shall withhol d the issuance or renev MGL chapter 152 section 25 also states that every is the commonwealth for any applicant who h: of a license or permit to operate a business or to construct buildings • required. Additionally,Sher the not produced acceptable evidence of compliance with the insurance coveragefor the performance of public work until commonwealth nor any of its political subdivisions shall enter into have bees presented to the contracting acceptable evidence of compliance with the msurance requirements authorityimig j Applicants and completely,by checking the box that applies to your situation Please fill in the workers' compensation affidavit comp ce as all affidavits may be sa lying company names, address and phone numbers aiang with a certificate of Also be sure to sign and Accdets_for i�of insurance coverage• or license is submitted to the Department of-Industrial application for the permit date the affidavit. The affidavit should:be returned to the city or town that the app regarding�'law"or if y Accidents• Should you have any questions being requested, not the Department of Industrial , at the number listed below. are required to obtain a workers' compensation policy,please call the Departmet MW City or Towns legibly. 'The Department has provided a space at the bottom of complete and printedapplicant Please i affidavit is compthe app _- e affida th - Please besurethat the office o f 1�to contact you g may be retwmed tc, event vits y in the affida out The affidavit for you to fill.,.. be sure to fill in the permit/license munb�which will be used as a reference number. the Department by mail or FAX unless other arrangements h been made• ep you in advance for You operation and should you have any Txstl= Office The of Investigations would like to thank y Please do not hesitate to give us a call. j s address,telephone and fax numr be The Department) The Commonwealth Of Massachusetts Department of Industlial o c dents K omen d IRVOSU 600 Washington street Boston;Ma. 02111 fax#: (617)727 7749 phone#: (617) 727-4900 eat. 406, 409 or 375 r OV The Commonwealth of Massachusetts Z� �- ' rIT, - Department of Industrial Accidents " , ; _W== Ofl�ce of, esm aidVS 600 Washington Street Boston,Mass 02111 —' Workers' Com ensation Insurance Affidavit name: 6 w location: 1 �^ city hone OVA ❑ I am a homeowner performing all work nr self. ❑ I am a sole rietor and have no one wog in aav acity ' worlan on thus job. ❑ I am an employer provldmg workers compensation for my employ........ s g;;::.;;;: ; : .. : . ,.;:.; cow anv name: ;. . .... address:. :: .....:..:•:.:.::;::>;:;;;;:::;;::•:«::: ::;•;::;:.::. :.... ::..._: city s hone!# 0. insurance co. ❑ I am a sole proprietor, general contractor, or homeowner(circle on)and have hired the contractors listed below who have the following workers' compensation polices: W v rI 9iR .::.. . comoanv name TE :,... dress: iFOR a'' Sz:•? insurance cox cow anv name: :...... ._.-,... .............,..:.... .. .... .. wa "V ii�: address: ' one#:.>.;;:. ..::_:...:;::�::::..:•-:.:... . . ...:...... insurance cor Failure to secure coverage as required wider Secolon 25A of MGL 152 can lead to the Imposition of etinrutal pendtla of a fine up to$1,500.00 and/or one years'imprisonment as well as civil in the form of a STOP WORK ORDER and a fine of S100.00 a day against ma I mtdeeatmid that a copy of this statement may be onward to the filce of Investigatlotu of WefllAfor coverage veriflcatlon. I do hereby c t p ' and p alties of perjury that the information provided above is tau and correct Signature Date Print name O ICJ Phone oinciai use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑selectmen's Office ❑Health Department contact person• phone#; •- ❑Other (trnata 9i95 PJA) e own o d w OFZHE f �,. I °`�1•o Department of Health Safety and Environmental Services Building Division BMWSTABM % 367 Main Street,Hyannis MA 02601 MASS. v 039. Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village ` n tuber street a -6 -6:q "HOMEOWNER': name home ph e# work phone# CURRENT MAILING ADDRESS: I city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an_individual for hire who-does not possess a license,Provided .. . .. that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family d*elling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"h meown r"certifies that he/she understands the Town of Barnstable Building De ent inspe tion procedures and requirements and that he/she will comply with said p d es d re ern ts. Sr atur o o eowne Approval of Building Offici 1 Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a.building perrnit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN Concrete Cylinder Test Result CF-11 BRIGOS Briggs Engineering & Testing PROJECT: ame-Goo v c A Division of PK Associates, Inc. PRerJECT#: Date: z 7 /7 Client: - Cement Brand or Class: Approved Mix Design Location: i'-(aAt IA Mix proportions (by Wt ) 1 cubic yard Amount Cement lbs. Ticket No.: iO l Batch Time: / Fine Aggregate lbs. Strength Delivered: 200 Coarse Aggregate lbs. Strength Required: ?000 Water Gals. Set No.: Time of Test: Water Reducing oz. Truck No.: Load Air Entraining oz. Number of I.: C.A. Size:3/ - Other oz. - Slump Air Content ASTM C-143 15 ASTM C-231/C-173 Feld Unit Weight pcf FTarget:, Concrete Temp.: Air Temp.: f ASTM C-138 ASTM C-1064 � Remarks: Contractor and - B whom prepared: 5905 10 producer are both-responsible � .n_1 Concrete Source: c-D S,- ec ` for added water as per ASTM 5 of water t0 P � added 25 General Contractor � u�c�'1 ,�,• f- �-, C-94. Discharge time limit ®O55 40 50 Storage Location: iCr'�►«�� min. max. 90 min. or 300 revolutions. M4 Curing Box: Curing Temp. F° CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 and C-39 28 Cay Air Dry Unit Wei ht: cf Unit Wei ht As Received: cf Specimen Date Age Dia. Height Area Density .Max. Load Compressive Type/Fracture Number Tested at test in. in. s . in. cf M. Strength PSI . ASTM C-39 jq 7111W Iq ia q.0 .n 9V. Attl3q. Ll �,17 '4'7` �RDI' J A Ati T--) S a Y;q Ion AI g 0 14tq'?;ata- j4l In 0 /1 A Approved: 1 , J �. t Giangregorio Robin From: Seymour Steve To: Crossen Ralph Cc: Burgmann Bob; Giangregorio Robin Subject: Pponessett Road ; Date: Monday, August 14, 2000 10:00AM Ralph, Regarding the letter you forwarded to me from Mr. Powers of Cotuit concerning map 006 parcel 046 on Poponessett Road: 1) The letter from Powers refers to engineering completed by Down Cape Engineering. Is there a plan of the proposed improvements? If the applicant went through the Conservation commission then most likely a plan was required. A copy of this plan is necessary to review the drainage proposed in the letter from Mr. Powers. If a plan has not been prepared then one needs to be prepared for our review. 2) The letter from Powers refers to a 2 inch thickness of gravel. The lot to be built on is located about 300 feet from Santuit Road. Santuit Road is paved. I recommend that Poppenesset Road be paved to provide adequate access to the lot. 2 inches of gravel is not very much gravel. The subdivision regulations call for 12 inches of gravel. The developer should be required to provide 12 inches of gravel and pave the road. Steve Page 1 POWERS RESIDENCE PARCEL 46 POPONESSETT RD. COTU IT,MA. GENERAL NOTES: A.1.Before final Drawings and Specifications are Issued for construction.they sha11 be submitted to all governing building agancies to Immure thek cornpliance with all applicable local and national codes.if code discrepancies In Drawcge and/or Speottloations appear,the Designer shall be notdled of such disompancles In writing by Sunder or building of ial,and allowed to alter Drawings and SpeUBcatiom so as to comply . with gowernfng codes before eonsouction begins. _ 2.Upon written reoelpt of approval porn the goveming offlUal, apprwed final Drawings end Specifications shall be submieed to the Builder by the Designs'. - - 3.I code discrepancies are disopvered during the construction - process,Designer shalt be nottiled and allowed ample time to remedy said discrepancies. 4.All work Perbmmd shall oomply with all applicable local,slate and national bullet g having j ordinances and fegulatiens,and SHEET 1 : FIRST FLOOR PLAN tug other authorities having jurisdiction.FUicwing le a padlai - list of applicable wiles In force: - a.Maseachueetla Sate Building Code,780CMR,Sth edlllon,, e.All oonsiblefortheconte t0 Drawings ecr'�arn,ahall be ndfor SHEET 2: SECOND FLOOR PLAN responsible for the content d Drawings and Specifications and for ' the supply and design of appropriate materials and work Ineftrnanoe. C.All manufactured artictes,materW a and equiprnent shag be applied, - Installed,erected,used,cleaned srW conditioned In strict SHEET 3: THIRD FLOOR PLAN ' accordant°with menufacturem recommandatlons. D.AI alternates are at the option of the Builder and shag be at the B"lklee request,ionna'"d�1O additiondanDra m9s. of the SHEET 4: FRONT ELEVATION/WINDOW & DOOR SCH. typical construction.the Indicated on Drawings. CONSTRUCTION NOTES: - - SHEET 5: REAR ELEVATION 1. TYPICAL ROOF CONSTRUCTION: - � - Architectural shkgles on 015 building felt on APA rated sheathing - span rating 24'.esp.1 m foot framing.3W wkta Ice 4 water shleld °°nL at tion:Wedge,ftorbl rtb„wal"m°`°°`"°� SHEET 6: LEFT & RIGHT ELEVATION theWBticn:RSO ban a Ware. - Celli g:1/2'blue board 2. TYPICAL.WALL CONSTRUCTION: . Gnf�,t�wlth heft.Infiltration carrier. SHEET 7: SECTIONS & DETAIL ",sw;1/'blue ban. a trdarlor:l fr blue board 3.TYPICAL FLOOR CONSTRUCTION(FRAME): - Fk,Iah Ba FOR PA SIZEratedAN sheath SPACING TSG on TJl Beer plea. SHEET 8: SECTIONS SEE PLAN FOR SIZE AND 6PACING Calling:tYI Gum board 4.TYPICAL FLOOR CONSTRUCTION: - `��G010W SHEET 9: FIRST FLOOR FRAMING & SECTION - 9 Conc.slab on C compacted granular tug. . . Provide Bs8 f110 yV4VF reinforcing. Provide 4 ram.poly V.8.under slab. (BASEMENT CONCRETE SLAB) 3'Idd.4a°poly°�pnd°rslab. "' SHEET 10: SECOND FLOOR FRAMING Provlda 4 m8.poly V.B.under slab. - _ - (GARAGE SLAB 41 coot.slab on g corpacted gramilar Oil. Prwldea16i1.tWWF obeW OP51 g. - SHEET 11 : THIRD FLOOR FRAMING NOTE:AN coot,b be 9/c0pa1(�28 days. Md.boas to be it kom corners and IT a.c. 6 INDICATES 2-2X8 OR 32X4 POST UNLESS NOTED - 106.ALL UNLESSNOEADERS TEDOTHEI�RGPEN'"�T°BE SHEET 12: ROOF FRAMING Y■�y1�//1�pptlI(1qq��Yfyy�J��E DETECTORS !per(2-2X18 UNLESS NOTED GDO R SSE. - SMOKE V.\ D BfsT�rCTO,\S 0.�. - 7.WINDOWS AND PATIO DOORS SHALL BE'ANDERSEN' UNLESS BUILDER SPECIFIES DIFFFAENTLY.(APPROXIMATE ROUGH OPENINGS MUST STILL BE MAINTAINED AND TYPE OF DOOR OR WINDOW) S.SW TYPE'r BLLIE BOARD ON ALL WALLS AND /jam CEILINGS COMMON TO GARAGE AND LMNG SPACE. CLAPBOARD SIDING(MAX 5'EXPOSURE)ON APA RATED SHEATHING SPAN RATING 161.EXP.1 ON 2X4 STUDS AT 18' 1ARANSTAbLE BUILDING DEPT.' DECK AREA e ® M NOTE:ALL EXTERIOR WALLS ON FIRST FLOOR TO BE 2%9 FRAMED WALLS. �r ~ ----------—'---_--_---__----------------__ OON LIVING ROOM V ti I I I I &4CLCLHT.TO ' SCREENED PORCH A I —T------------- ® w o' z 1 _ >? —r z V aD I C —I �gTEP DN $ TIUT rSTEPM ETOT O I � W I V.- 11'•1�• M 17.4` S NOTE: ' NO GYP3N1 TYPE x ON CEILING § MUD AND COMMON WALLS N6MA6E ROOM - -- C4 CLli NT.. DW I DINING ROOM ' I.- eacLo.lrt. KITCHEN 2 CAR GARAGE } fro a NT O � uJ sTEPe 4• � s.1a • I ce• b o - cc REF-- - ' • 1 SP a ----J 'I LNEN I ---"----- -"---- ; y ------ :d w 3 s -- ----- - z zz t�raR H x.ry -3 PR Y-QV,,' QJ ii $-1114'. L 0 -- i C40LG HT. O Q. z ---__ - , O rm ao•. mABWE ' - 5. W IZ FLOOR LM C V7 H 2 �[ LL .- --- Dn1E 10/20/OD— —_ .. _ UIV.WIIK,NGIIBER FIRST FLOOR PLAN Al ssa / % .ze'a ,ea Ira � 10 a cn I � \ MASTER ° BEDROOM ° - I i to U.O.MT. Por+ci+RooFeEcow Z C7 co ea 2 • I o n -- tOs• r.r U o_ G --I BEAMING WALL I z I W I uNEN °c r i 0'9•h' a 0'-0' - T•tO'le -4�h� S'•SVf i.l 3'-Y 6'-S•% ®^ 4 r b I UNEN y I I L •� a�aD.MT ` I M.BATH B40LD.MT. i I w;c ; A'•S•h A's,h 18dY.' I <•h� B'•Yh' 44' I'-2i.• �� T-10'/.• � 3's• . a ; BATH g BEDROOM#3 O \/ LAUNDR N ° I a w louy�l BEDROOM#2 -_- _ --- - - ; OF 1 ; OF j �- - BP MG,HT. I © W {L ' I L----1 I — g oCL f �a au:Ew I - - - - ---- ------- ---- . ' J - I OPEN BA m I a w CC E{pLT BNELVE9 oMENroeEtow U - 1 0 in I �•a g1EEw �--� �•a a1EEwAL U � m a —I ©I 9N!WALL SCxE r.zp zra OA•a OMAWNw _sls • ssa ' - a SECOND FLOOR PLAN - -- °""'""°"`"M`"---- A2 £ F Q I I — -- ------------------- -- f I I 8S m I m � I4 � I o• I -- ---+F--- v — — ------ b I I n -------------- " I i I zr I k I I ' 4 i FFIJTTM cl F 1zo. D � I II it 0 4 -- ----------- 9's ro• � - � 4 fro' 2r-v - ms �ar� THIRD FLOOR PLAN JP� \ PARCEL 46 POPONESSETT RD. $I RESIDENTIAL DESIGN,DRAFTING, BOB&RONNEE POWERS &CONSULTING w I POCASSETMA. (508)5&3-5M7 R uuuuuuunuuuuuuuuuuuununuun I■unuunul��■�■�•nuuuuuuuuuuuuunuuunnuuunuuunm 11■1■1■1/1■1■1■Ir1■1■1■1/1■1■1■I/1■1/1■1/1/1/1/1/1/1111/1/1/1/1■1/1/I I1■1■1■1■1/1■I■1■1■1■1■1■1■1■1!1/1/1■1/1/1/1/1/1■1/1■1/1■11 ■1■ul■1/1■1■1■ul■Irl■Innnnnnrul■i■Irl■ul■ I/Inn■a�■-•: 1■ul■1■1■1■Inn■1/Innis■uulrl■1■Irul■uulO■ulnrl 11■ /I■1■1/1■1■1■1■1/1/1■i/1/1/t■1/1/1/1/1/1/1/11 11■1/1/1/i/1/lil � 11■1■1/1■1■1■1■1/1■1■1■1/1■1■1/1■1/1/1/1■1/1■1/1■1/1■1/i/11 �.�.: I/uulnn/ui■ulruuuuulnrl/uul■i■ mnnounnl ------ I■uuuuuunw■nuuuuuuuuuuuuuuuuum It/i■1■1■i■1■1■1■1/1■1■1/1/1/1/i/1/1■1/1■1/1/1/1/1/11 II■1■1■1/I■1■1■1■1■1■1■i■1■1■1■1■1■1■1■1■1■1■1/1/1■1/1■1/1■1/1/1/1■1/1■1/1/1/1/11 ■1■1■Irl■1■t■1■1■1■Irl■1■/rl�!�irlrl■1■1■1■1■1■1■ I/1■1■1■1■1■1■1■1■1■Irl■1■1■1■1■•-•-•-•-•-•-•�•-•■1■1■1■1■Irl■1■1■1■1■1■1■Irl■1■1 11■1■In■uulnnn■ul■1■1.........1/Inn■1■1■1■il II■1■1/1■1■I/1■1/1■1■1■1■1■1■1■i 1/ul/1 1■1/1■1■1■1■1■11 ---•-•-•-•-'-•-•-----•-•rll....................... I■1■1■1■1■1■1■1■1/1■1■1■1■1■1■1■ �� �� ■1■1/1■ ■1■1/Irl/1■1/1■i I' ___.-------__---- ■u _—---_-----__--- ■ .::a ■uumnnnnwuu nnumumnunmm�nw I nl n lut/In/umnwuw/ecrmeer unutnnnnnntrn�uu I all Innmuunuuunnnum■ nnnn■nuuuuul■Yi't ln■1 1 � II/I 1111■1/1■1/1■1/i■1■1/1/1/1/1■1/1■1 �O�� mm�� 1/i/1■1/1■1■1■1/1■1/1■1/1/1/1/11 ,. I. ■u ■ unl■uuuuunuuuuuuu nnmuouuunuuum■ul I �'•'•,� u/i ... n untmuuuuuunuuuuw � . mntiDuuuuuuuuuuun u m ■ mnnnmunuuuunuun ---.- - ■untn■uuuul■uI■ulnn■I i 'ul n lulu/uul■uuuuuuuuul.................uuuuuuuuuuuuuuuu ru ■ Inn■uuuuununuuuuuw■nuuuuuuonnuuuuunnuuulml Ell 01 l/I tlll■i■1■1■1■1■1■1■1■1■1■1■1■1■1■1■1■1■1■1■1/1/1/1■1■f■1■1/1/1/Irl/Irl/1■1/1■1/1■11 di I loin .uiiul anal•._ IAt a./ 7u. 9,MINIM uul w .iuu �� i . �nul IIL�' hula Llala► �;ii 1.1 .ulna © untmn. �• ..1.1.1. ■ /I.I.h g i1.1■1.l.l.l.l.l.�.l.�:l.l.l.l.l.l.l. �, • 1■1■1■1■1■I.I.t.l.l.l■l.l.l.1/1.1■I.li I1.1■1.I.I.I.I.I.I.I.I.I.lalal.l.l.l■ � • . ' .1■1.1■1.1■1.1.1.1.1■1.1■1.1.1.1■I.li -'-'•'71/1.1.1.1.1.1.1.1/1■ 11■1■1.1.��1�����������������1.1.1.1■ ...............11 -1111.1 I.lal.l.l.l.l.l.l.l.l 11101.1.11 I.1.1.1.1 11■1.I.1■1■1■1■1�1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 I1.11 QInnnunln.nnl■ Ilaain ■■ ■■ ■■ lolls Iu1.11 �� �� I/ul nuuunul.l.l.l.l I.ul//.11 ■■ ■■ ■■ unul.li Llml Iunuuul.Ilu1/1. nn.u5 nnnn■ Il.un .m II�I�I.I.I.I.I.Ia1.1.1.1.I.1 I.I.111011 I.I.I.I.Ii Il.l.l.t. ■ D ■ 11.1.1.1■ 1111,11 . 11.11 LLulaaan.uut.l.ut■ 11.1/11 I/1/1 I.1.1.1.1.1.1.1.1.1.1.1.1■1■ 11■1■1.1.._._._._._._._.�._.JI.1.1.1■ 11.1■li�■�■.■�■�■..�■�■�.1.1 Il.l.l.l.lal.l.l.l.lal.l.l.l I.1.1.1■1.1.1■1.1■I.t.l.l.l.l■1.1.1.1! I.lalal.l.l.l.l.l.l.l.l.l.11 I.I.I.I.I.I.I.lal.l.l■t.l■1■ 11■I.I.lal.l.l.l.l.l.l.l.lal.l.l.l.l■ Il.lal.l.t.l.l.l.l.l.l.l■1.1 II.I.I.Ia1.I.l.l.la1.1.1.1.1 I.1■1■I■I.I.I.I.I.I.I.I.I.I.I.I.I.I.Ii I.1.1a1.1■I.I.I.I.I.lal.l.11 ■1.1.1.1.1.1■I.I.I.t.l.l■1■ ............... 11.1.1.1.1.1.1.1.1.1■1.1.1.1 11■1■1■1.1.1.1.1.1.1.1.1.1.1 1.1.1.11 -`�� ■I. Ii I. l.l.lal.l.l.l.l.l.l.l.l.lall ■1.11 lain■ I1.1.1. I1.1.1■ ■1■1.1.1.1■1.1.1.1.1■1.1.1.1 final ■■ ■■ 1nu1 I.uuli i/I.t/li uanuuuunnuunnun mnI ■■ ■■ uI/1l nnm n.ul■ nntmunuunuenmm haul fiml uuu11 mmil nmuunuuunuuuun mtm Inn■ 1111311 511018 nnntmunnunuuuw anal I� 1� u 1w uun in l. .In1 ununnmuuulnnnnl I.nn o 101511111111011 o mul■ nnnnnnnn.l.uuum I:=:G ,la;i; t'1-191 t71-t771 ;1-Laa:claaa:Gi-laa"c1-11 IIIL11 ---------------- Inn■ filial. Ilan■ ■inunn.uuuinniuifll nann.uln.t.l.ln.1.1.1 lul lnaaaaa.l.l. .l .l.11 In.uln.l.l oil.1/t■1■1/1■ lula. Ila.l■ ■1■I.I.I.I.I.Inn.l.l.l.11tl I1.I.I.ulaa.la.u1.1.1.1 loin,■IL._._._._..._._..._._._rat/fill II.1111131110111111110111111111 im.uuuuo�n■u�■u�■�■ 11■LLLLLLInnannna■uln■ n■�■uu�■uu�■uuuu�■i 1 1 • • • I Intel■1.`., ■11 11■\. �- I■r................. rl - /151111 -- 11■1■Ii.�� __-'II I■II���■�II= .. IIu1111.11 u 1111■111/\ .490I0111■1■ � 1■111■1■111. _ 1■1■111t111■1■Irl.1' - 11111.1u■U11 It■I■UI111 n.�� --------------y1/111/11n11111t1■ ' 111111.11111111..... 1.1/11111■11111, .���•�•� .II111111■111/I111111L.... - /� 3151162111515111511151911 111t1.11111t111► �/It111.11111i1/Irl/1/1.111/11111.11111t111/111 .■It11 .101111■11111111111.1111111/It1111111.� 1.11111■1■1.111t11111■1■1/1■I11t11111111111111 1■111■1111111t1■111111t■111111111■11111111111111 \il/1tl■lil■111■111/1■Ir111 r\■\■\■\.\1111■I1111 �I.1■1/'"'---_' 1111i1■1""-----111■If"-"-"-' /1i111111111t11111■l.111111 111■1/1111 .annul nnnuutll un11 �� unuuuunuuunu1 �� ■unu 1 n t �� 1unlmml n -1- 3 unnuuuunuuunm �� nuuun %doluuun �� uuuuuu1�11.tt1 uuuununn...n.❑ nuuun �,•111u uut111 nlnmlun_._._._Jnn1.._._._, nunuuuuuuunnw u1/mm nunununl s nnunuuuunrt11.1111111.1t ....nnuuu....0 r u.n..l 111/Itn.n111 .111.111u1.1111 1111 111111111111 1111.111.n1■111■0111 n1.11 nuuun nllnonlluu nnnnnunun111111111t1I.11 n.u.unuuununua._._._._.uuuun nun..um■..\.\u.uuu.unnunit11111111I1111 ■11111r111■1■11111nt11111t111n11uutfunnl nuuun■nunuuuuu.11u.n111111111/t111111111 uuuunununuuuu.unnnnunultl iunuunnlunununnnullli1I1111111%1111111■I11 1un.lt�llunuummm.....n.n t1111111■lunuunuuutl■11111.111.111.It111iI.Im lr�al:\ .■uuuunnuun.nunnum nunuunnuunuuuuuntlunununni11111t1 u._urunununuuuun.uuunnuu unnn-•-•-•vuuuunn.._.••..•...•.•._........ nuuue unI III.fill 11111.11 '11/1111111t1i 11.1 11111111■ '1 tl.l i1.111111 1111.1 t1 �1111t1111IIIt1 ■■ ■■ ■■� 1111 111.111.11 ■■ .1111 111/11111 111.1/111.1.1111111■111■t11i 1111 1/1111111i . _ 11 1111t1111111■1.1111111tt111t 1.11 1111r111■ 11111 1111/1111 1t111/1t11n111.1.1.1.111t11 ■ I■ Inl 111t1■11U ■1■11 111/11 n1 11/111.111111111111111111111 1.11 111/11.r111111111111.11t■1111 1111 tltltl■11._._._._.�111t1_._._._.......111111/11 11■1.111■111■1■111■1■I■1■1■111/11111.1111It11111111111111 1■ItIt1■111■11It1■I■111111111t111111t111111t111 ■1■I tl r1■11111■1■It111t111.111t11111.1/11111■11111111111 .1.111m.1.111.1.111/It1.111.11t/It1111111111 II■It1■1■1■1■1■1■1■1■I■1■111t111/1■Itl■11t/1.1/1111111111 1■111.1.1.1.1.1.1.1■1■1■111■1111t.1■1111111.111 - - - nl.. u11.0\.Itl. i................•..■1.1■1■1■Lt■1■1.nt.1.1.1.1.1■1.1.�.1i1.1■1■u, '1118, II II■11UItL O1lllltlt n111■I tl tl■1,�r1111 n1■1■I O, '::�: .1.1.1.1.1.n1.1a.n1.1.171.1a' .1.1.1.1■1■Itnl.. II Il tl tl■I tl/1/1/Il1t111111 �. ICI t1111111.1.11111 i, 111i. �1--- ---------------■1/L.a.1.11.1.1i LY It 1tl■1■Itltn l■1■,.�•1•,�• 101■I■.1■1■111■Itltl■111UOtnlutl/Itn. .•il■mn.....1n.I1uu1n. 11i111au111111t n11 n1/luui1.1.1.1■lua/'�t1W/1■n1 11111t111■1111111 ��■1�. \ IO■Olu■1■IO■11 n1t1/.111u/nlup/nl►.� 111t1/It111.1.1■1■1.111■luu°11\ \4513, w il.ltl■I/1.1■u1111111111111141 i ■111.n1■I' lulu■uu1/111111I11■11111■.I■.1.\��a , II■.1■1■l11u■1■nnnnl/It111/1■1■1■Ill/Itl /1lunlu.11 1512181814151010 1■1u 11.1. 1■0.� - II■tli■Ioi111t1•\i111t:1■1 t1t111■1/1:1/I:I:I:Ii. gloi 1�l:lli:�It1111111■I■1■11111■1■11 III fik\81.1. 111114:i:ii •• :i:l:1:1:1:1:1:1:1:1:ice�r�1 g1111ml of! m[ m� m� .I.i:i..��i:it unumu �� nuuuu.nuu\/ All 11u1u MM MM wo uo..l■\ lu1/Itl/11 11t1■1■ItE1111!•/ it/1■ 1■1■nitlil/i Ililuull■1i a\ 111/1u11■1 d Ip■lul Alllu■1 11■I■111■I.11 u I/nl/1■!u1 mile, annual la nunr��"�•niuu■In■ wuuunll . ��. unululrn liuw Ii l.It111.1_•-•-•-__I tt• uinnunl■1■1 1111u■t/It 11 luutl■.1■ ■111■1 - 1u111un11u1111/•=� lliin mn■nuun ■u m■u n1■1■la uuu.uuuu1u 111tm null u■l■u 1 • 111unnuun.•:' ■1O 11t1.1.1.1.1■111 iI.1 II■nl■Lltl■1111 UI■11.1■It.n11111 t.1.1■nl■ ■1■Itl la■Itl■I■!-=� unumlw 11■1110■!t IOU■Iil.n u111■L1.1..1■1■1■Lola a.n... 11...11 111it/t R•/ r1�It1.111111111.11t.1.I.I11■111 II■I■111■111/1/11111t111/1■1■Itlt ltlt111t1t1■111■ mill t1111111 ru.■..u.■u u.■uuu.■.■u.■.... ItIu.1111 O1/1■L11n1/Llu it itil■Lltlu1111.0 IL L11 I/Iil■111 Il tlt111■1111111■Itl■ItItI■1■1■111■1■It111■1/111t ■1■1■1 II■111111 It111■1■lu■111.IiItl■1.1■Iil.liltlu i11111.Iim Ili l■tl I■1■1a,11 ■■ auto ll11.111 TL1OOu11■s 11■1■111■■u1111■11 ■It 111 11■111t1/ ■■ 11:I:I:isI:I:I:is1:1:1:1:1:1:1:1:1:1:1:I:1:1:1:1� I:Itell uuuw unuw uu.nnunnn.Luuutlunnlunuunnl nmu ■1■1■111 lull.l�ll.■1■nt■1■111u11■11.1■.l■1■1■1■1■ /Illl 1.11n 1■ Itl.l1 u1.111/11.n1a.n111t11.111.1.1111/UII IOI■11 1.Lt■t11 11/LO.1■1ll/U.1■lu■1■110.1■lp■Itl■lutl■ ■.1■1 Inl■I/1■ 111t1■It11111■111i111■1.1■IrIt1.1111111.I1111t1/11 11.1111 111i1.1■1 II■1.1■111/Itl■1■Ir111t1■1■111/1■1■1■1■1■1■1■1■1■ tl■1■1 111111■1■ 111.I.I.I.ItI/111.I.I.t■1■111•l.l■1■111■It1t111■11 Mills' 111te.1i1 II■1■1■I■1/1■I■I■1■1■1■1■1■1■1■1■1■1■1.1■1■1■1■1■ ■Itl■I �II ATTIC 4 »G -- BE N2 M.BATH x MASTER BEDROOM m m zz_ m PR DINING ROOM # § UVINO ROOM 'o 0 BASEMENT BASEMENT SECTION A SECTION D c • P.T.W o FLOOR JWTB �. Z ffpLL 4 co .. • s . w ....ETE FILL y m ` cow.SLM DETAIL 1a MUDROOM FLOOR CONST. A7 i ATTIC o � o•iwce 3 e wwet 'HALL., — — MASTER BEDROOM ae BEDROOM#3 a n 8 u loam g WINO ROOM OARAOE .. sa BASEMENT s - SECTION C, - - SCL SECTION B S s m A8 c -------------------------------------------- L.L. eEWVOPAeB O uPonw«tiee >V \ R ruwaoo ar U Are � O @1 on um PArm� � Aow mAuieo @1 p \ ziw r] J F]oiMBiUTnM He fABGPWE HCcd LL . M1xAlI0Alie0Anlpl O O i�ri¢vrc+Hn R rnwnr P.� - JOJ �( NO RLMVnY BFInF[N .�AINLEP LL •`� 2 AN BAgmA+m OtlWe yMR ao r onor nao ENHIG now � i .wAur,� a wwnrxo k O • Fi,meuunw ------------------------------- -- ZZ ------------------------- P.T. .._T mu P.T.2X10 FLOOR JOISTS Q IS-O.C. q 1 _ cc ' GileNMTW 1 p]Y1a.bIBT ^� Ftpq®4ATW _ 1 t; { i . I i.»..»»-»»_ .. .. » _. .. _. S A'H4Ae eM�eAnmu c+eErHrrtEw Y t[ .�wcoMw - , 2X10 FLOOR JOISTS @ 16.O.C. .eoore�ee..,e - FIRST FLOOR FRAMING TYPICAL SECTION NTS - A9 _______________ _______ ________________ / U V J O 1/ 7o _O GFI�RA CE /� Cr N( _ TOSIDEWul 2 �.d____ { �0 _ T ff: cr -- ------------ - - — - -------------------- - g g Z FWSM HEAMR-ER _ ' - WINDOW N RIM JUST O 2X10 FLOOR JOISTS®78'O.C. i K 41 go. O w w U in SECOND FLOOR FRAMING A10 , r--------------------------------------------- / cc IC 6 Q \ -- -- -- -- -- - -- - -- -- -- -- - _ J l l�------ I -------------------------------------------------:_::::::::::::::::-:� $ Q Al ' 2X10 RAFTERS Q 1 VOL. ________________________ ---------------- / t / co mm�:mr.T roe.eyvooa. � \� � �vutnooe \\ p O ZD . _ _ _ ___________ ______ _. __ _ ' O E { � t � f f� t C 95 a :: :: c ----- . 2X10 RAFTERS®19'O.C. _ O m ROOF FRAMING Al2 fs Bob & Ronnee Powers P.O. Box 1444 Cotuit, Ma. 02635 Building Commissioner O Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 RE. Poponessett Road (Map 006, Parcel 046) July 24, 2000 Dear Mr. Crossen, On September 29, 1999, the enclosed letter was sent to me by you regarding road improvements for Poponessett Road and Fullers Marsh Road in order for me to obtain a building permit. In April, I forwarded to your office a revised road improvement which, unfortunately, �needs to-be reviewed again due to the following: 1) The property has been approved by the Barnstable Conservation Commission with affect the road improvements. 2) Down Cape Engineering has completed the engineering of the land and road upgrade. The proposed revised road conditions are the following: 1) All conditions as stated in your letter dated September 29, 1999 (copy enclosed) with the addition of the following: 2) Where the asphalt ends on Fullers Marsh, the road will be widened to 14' within the road layout. 3) From the intersection of Fullers Marsh Road and Poponessett Road, the road will be widened 14' ,"a distance of approximately 380' 5 4) A section of Poponessett Road that is not-.within the roads layout, but on private property,�,willrbe relocated on the road layout 5) Installation of two drains; one 50' long x 2' wide and 2' deep. A second dispersion drain 2' deep, 20' wide and 24' long. 6) Road Grading: Remove any unsuitable Isoils,.'make necessary cuts and fills to obtain a suitable_subgrade. Furnish and install at least 2" thick of gravel base of road mix to an area approximately 14' wide x 480' long. Your review of these revisions is appreciated. , If you have any questions regarding these specifications or if additional information is needed, please contact me at 401- 658-1441. Sincerely, - Bob Powers t fF1E Town of Barnstable BAMSTABM ; Department of Public Works v� MASS. $ Engineering Division f6;9. �� i°rfv 39. 367 Main Street,Hyannis MA 02601 ` Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann Town Engineer Date: August 28, 2000 To: Ralph Crossen, Building Commissioner From: Stephen Seymour, P.E., Project Engineer Subject: Fullers Marsh Road/Poponessett Road, Cotuit (map 6 parcel 46) met with Mr. Robert Powers the owner of the subject property on site along with his engineer Arne Ojala, and Arlene Wilson wetlands consultant. Subsequent to the meeting Arne Ojala will revise the plan to incorporate the following changes: 1. Fullers Marsh Road shall be banked to the west side of the road from the end of the existing pavement to the intersection of Fullers Marsh Road with Poponessett Road. Poponessett road shall be banked toward the east from it's intersection with Fullers Marsh Road for a distance of approximately 60 feet north of the intersection of Poponessett Road with Fullers Marsh road. 2. The Poponessett Road travel lane shall remain where it is presently located for the first 60 feet measured from it's intersection with Fullers marsh Road. A swale/ditch shall be constructed in the shoulder of the road on the west side of Fullers Marsh Road and the east side of Poponessett Road for a distance of approximately 60 feet from the intersection of Fullers Marsh road. The swale/ditch shall have an outlet pipe that shall extend under the road and shall discharge into a swale to be constructed in the shoulder of the southerly stub end of Fullers marsh road. 3. Poponessett Road shall be constructed in the location that has recently been cleared for the road and shall connect to the existing 10 foot traveled with a smooth transition. This section of Poponessett Road shall be graded toward the west side of the road into a swale/ditch that will be located approximately where the existing traveled way is located. 4. Ditches/swales shall be vegetated. The shoulder of the road shall initially slope steeply enough away from the traveled way to ensure that water sheds into the swales without being impeded by vegetation. 5. Pipe inlets and outlets shall be protected by stone pipe ends. The outlet pipe shall have a stone velocity dispersion pool constructed in the downstream swale. 6. All improvements to the road are to be made within the existing road layout. 7. The gravel road shall consist of a minimum of 10 inches of road base gravel with 2 inches of 'i4 inch crushed stone on top of the road gravel. Gravel and crushed stone shall be rolled and compacted to 95% of maximum density. These changes shall be made to the plans and submitted to the Engineering Division for review prior to construction of the road. Exact locations of the relocated road, ditch/swales, and pipes shall be staked out in the filed and reviewed by the Engineering Division prior to construction of the road. Changes shall be made to the field stake out as determined by the developers engineer and the Town Engineer based upon field conditions. I have no objection to the issuance of a`building permit for the house on map 6 parcel 46 subject to the condition that the occupancy permit shall not be issued for the house until the roads are reconstructed to the satisfaction of the Engineering Division. The developer shall contact the Engineering for inspections whenever work is being performed on the roads. cc: Arne Ojala, Downcape Engineering Robert Burgmann, Town Engineer Robert Powers, property owner a N o� Town of Barnstable sSTAB Department of Public Works BAMM y *AS& g Engineering Division s6J¢ A�� '°moo act 367 Main Street,Hyannis MA 02601 Office: 508-862-4086 Thomas J.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann Town Engineer Date: August 28, 2000 To: Ralph Crossen, Building Commissioner From: Stephen Seymour, P.E., Project Engineer Subject: Fullers Marsh Road/Poponessett Road, Cotuit (map 6 parcel 46) I met with Mr. Robert Powers the owner of the subject property on site along with his engineer Arne Ojala, and Arlene Wilson wetlands consultant. Subsequent to the meeting Arne Ojala will revise the plan to incorporate the following changes: 1. Fullers Marsh Road shall be banked to the west side of the road from the end of the existing pavement to the intersection of Fullers Marsh Road with Poponessett Road. Poponessett road shall be banked toward the east from it's intersection with Fullers Marsh Road for a distance of approximately 60 feet north of the intersection of Poponessett Road with Fullers Marsh road. 2. The Poponessett Road travel lane shall remain where it is presently located for the first 60 feet measured from it's intersection with Fullers marsh Road. A swale/ditch shall be constructed in the shoulder of the road on the west side of Fullers Marsh Road and the east side of Poponessett Road for a distance of approximately 60 feet from the intersection of Fullers Marsh road. The swale/ditch shall have an outlet pipe that shall extend under the road and shall discharge into a swale to be constructed in the shoulder of the southerly stub end of Fullers marsh road. 3. Poponessett Road shall be constructed in the location that has recently been cleared for the road and shall connect to the existing 10 foot traveled with a smooth transition. This section of Poponessett Road shall be graded toward the west side of the road into a swale/ditch that will be located approximately where the existing traveled way is located. 4. Ditches/swales shall be vegetated. The shoulder of the road shall initially slope steeply enough away from the traveled way to ensure that water sheds into the swales without being impeded by vegetation. 5. Pipe inlets and outlets shall be protected by stone pipe ends. The outlet pipe shall have a stone velocity dispersion pool constructed in the downstream swale. fa -q 6. All improvements to the road are to be made within the existing road layout. 7. The gravel road shall consist of a minimum of 10 inches of road base gravel with 2 inches of'/, inch crushed stone on top of the road gravel. Gravel and crushed stone shall be rolled and compacted to 95% of maximum density. These changes shall be made to the plans and submitted to the Engineering Division for review prior to construction of the road. Exact locations of the relocated road, ditch/swales, and pipes shall be staked out in the filed and reviewed by the Engineering Division prior to construction of the road. Changes shall be made to the field stake out as determined by the developers engineer and the Town Engineer based upon field conditions. I have no objection to the issuance of a building permit for the house on map 6 parcel 46 subject to the condition that the occupancy permit shall not be issued for the house until the roads are reconstructed to the satisfaction of the Engineering Division. The developer shall contact the Engineering for inspections whenever work is being performed on the roads. cc: Arne Ojala, Downcape Engineering Robert Burgmann, Town Engineer Robert Powers, property owner L THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A- DATA EsTINA TED PROJECT COST WORKSHEET Value _ LIVING SPACE (high end construction) U square feet X$115/sq. foot= �?1 . 1/6 C (above average construction) square feet X$96/sq. foot= . (average construction) square feet X$57/sq. foot GARAGE (UNFINISHED) square feet X$25/sq. foot= OL PORCH square feet X$20/sq. foot= SIa , DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Cost For Off ce Use Only lnclusionary AMordarble HousingFee Residential Commercial*.* Property Owner's Name Project Location 7 .� 5�� u Project Value , /�, �G Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. -7(o� Ida C"� psse7lJ 4 f t +�_t pF11HE 1p� Town of Barnstable Regulatory Services BAMSTABLE. " Thomas F.Geiler,Director 9 MASS. o �A 1639. Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 TO: Steve Seymour FROM: Ralph Crossen REGARDING: Poponessett Rd.Proposed Changes DATE: August 9,2000 Please review the attached and let me know if they make sense. Thanks. k t Bob & Ronnee Powers P.O. Box 1444 Cotuit, Ma. 02635 1-401-658-1441 1-401-864-1957 cell phone Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 RE. Poponessett Road (Map 006, Parcel 046) Revised Road Improvements July 24, 2000 Dear Mr. Crossen, On September 29, 1999, the enclosed letter was sent to me by you regarding road improvements for Poponessett Road and Fullers Marsh Road in order for me to obtain a building permit. In April, I forwarded to your office a revised road improvement which, unfortunately, needs to be reviewed again due to the following: 1) The property has been approved by the Barnstable Conservation Commission which affect the road improvements. 2) Down Cape Engineering has completed the 'engineering of the land and road upgrade. The proposed revised road improvements are the following: 1) All conditions as stated in your letter dated September 29, 1999 (copy enclosed) with the addition of the following: 2) Where the asphalt ends on Fullers Marsh,' the road will be widened to 14' within the road layout, a distance of approximately 100' . 3) From the intersection of Fullers Marsh Road and Poponessett Road, the road will be widened 14' , a distance of approximately 380' . t r� 1 r' 4) A section of Poponessett Road that is not within the road layout, but on private property, will be' relocated on the road layout. 5) Installation of two drains; one 50' long x 2' wide and 2' deep. A second dispersion drain 2' deep, 20' .Wide and 24' long. 6) Road Grading: Remove any unsuitable soils, make necessary cuts and fills to obtain a suitable subgrade. Furnish and install at least 2" thick of gravel -base of road mix to an area approximately 14' wide x 480' long. Your review of these revisions is appreciated. If you have any questions regarding these specifications or if additional information is needed, please contact meat 401- 658-1441. ` Sincerely, Bob Powers t tqb- . The Town of Barnstable EAINgrneM Department of Health, Safety and Environmental Services 1639. 'OtEDAIIP'�A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 23, 1999 Bob and Ronnee Powers 50 Jackson Drive Cotuit, MA 02635 Re: Poponessett Road, Cotuit Dear Bob and Ronnee Powers: I am not able to respond to your letter of 8/20/99 with the information submitted. Please supply the following additional information: 1. Your letter says this stretch of road is a public way; however,the plot plan says private way. Please supply proof of its status. 2. You mentioned that public utilities are in place. Please give us specifics as to where and what houses are serviced by them. 3. Please provide any information you may have as to the condition of the way as it now exists. Pictures would help. - As soon as this information has been submitted, I will be able to continue my review. Thank you. Sincerely, • Ralph M. Crossen Building Commissioner RMC/lbn Bob & Ronnee Powers 50 Jackson Drive Cotu i t' Mo. 02635 c 428-8225 August 20 , 1999 Dear Mr. Crossen , Enclosed is a. plot plan of property located on Poponessett Road in Cotui t. The property is approximately 2.83 acres. We would like to build one dwelling on this property. The home we propose to build would be approximately 1800 sq. feet with a two car garage . We understand that this section of Poponessett Road has been a. public way since 1926. This section has town water , electricity and gas. We would like to build on existing lot #4? which a.butts Poponessett Road and Fuller Marsh Road. We ore most appreciative of your review of this site and decision for the purpose c if obtaining a. building perm' . . Sincerely, Bob & Ronnee Power=. i iK: i f CF THE Tpl,_ The Town of Barnstable BAMSTABM 9� M ; �0� Department of Health, Safety and Environmental Services A,E1 r 9 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner November 17, 1999 Mr. Bob Powers 50 Jackson Drive Cotuit,MA 02635 f 740 Re: Poponessett Road, Cotuit (Map 006, Parcel 046) Dear Mr. Powers: Your letter of proposed improvements to Fuller Marsh Road and Poponessett Road looks good and is acceptable. You may start the improvements and apply for a building permit at any time now. Sincerely, Ralph M. Crossen Building Commissioner RMC/lb g991117a Robert Powers ,. .� t��M. Staples Rd. �� Cumberland,RI 02864 - --— — t, 15 NOV Ud2�U 5 361 c'.>'G r;'J1/v "? itlti1.1, 111111t.it4ilis,i�ja i{iY!#fii�tlil;i11a11 6d y If11 �i 44 Bob & Ronnee Powers 50 Jackson Drive Cotuit, Ma. 02635 428-8225 1-401-658-1441 Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 RE. Poponessett Road (Map 006, Parcel 046, Lot 49) November 15, 1999 Dear Mr. Crossen, On November 4, 1999 I forwarded to your office a letter regarding road improvements for Poponessett Road and Fuller Marsh Road. A copy of the letter is enclosed. The road improvements are for the purpose of obtaining a building permit for the above lot. I understand that in order apply for a building permit the road improvements must be ccepted by your Office. I would greatly appreciate a review of these improvements in order to continue the process of obtaining a building permit for our proposed home. Thank you. I look forward to your response. Sincer ly, Bob Powers Bob & Ronnee Powers 50 Jackson Drive Cotuit, Ma. 02635 428-8225 1-401-658-1441 ,Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 RE. Poponessett Road (Map 006, Parcel 046, Lot 49) November 4, 1999 Dear Mr. Crossen, The following are road improvements for Poponessett Road and Fuller Marsh Road in order to obtain a building permit for Map 006, Parcel 046, Lot 49. These improvements have been submitted in a proposal by Bortolotti Construction Company, Marston Mills, Massachusetts. 1) Where the asphalt ends on Fuller Marsh Road, the road will be widened to 14' with the enclosed specifications to Poponessett, a distance of approximately 150' . 2) From the intersection of Poponessett Road and Fuller Marsh Road, the road will be widened to 14' with the enclosed specifications, a distance of approximately 200' . The following are site and road specifications which will also include Engineering and staking out the road: 1) Site Preparation: Trim, Cut and Clear the necessary trees to suit the proposed roadway widening and relocation. Uproot and Properly dispose of All Stumps and Remove any Topsoil. 2) Sub-Grade: Remove any Unsuitable Soils, make necessary Cuts and Fills to obtain a Suitable Sub-Grade. Furnish and Install 12" of Road Mix to an area approximately 14' Wide X 350' Long. 3) Drainage: Install Two Velocity Pools of 15' Diameter with Rip-Rap Spillway at side of roadway for drainage. I 4) Roadway Surface: Furnish and Install 4" of Reclaimed Asphalt to roadway surface approximately 14' Wide X 350" Long. In addition to the above, the following will be completed: 5) Approval will be obtained from the Fire Department regarding the need for a new hydrant out front. If you have any questions regarding these specifications or if additional information is needed, please contact me at 401- 658-1441. a ply, Bob Powers 2�6 � �O�Pv -, ' •oapG or I •� N 2 - - oo t,o 3e P Ov' �� . � r �• •fig \\�� a 'Y f w '�c➢ ': " CD iP Y C�'G�.+���-��� �.3 l'DiiiS4i.{SIF-�•�iS'D-E:idF-FFiEI'iF-11E{i�4i�f�id'SfE::il4-'.�?:�`� . ,,`� ..- ..' �` \\\ -.,,� �, � '�i ��'Y. ,s� / ? 7C� �� ` .' , r �.,� / � .` ski i I ii i� i i! siig� s ° !jili (iij i iii,i jj i' i r �;f �t � �� i!!a3 i i � rrrti �iia)i�iiii � 1�f FI 1 �r �.. Bob & Ronnee Powers 50 Jackson Drive Cotuit, Ma. 02635 428-8225 1-401-658-1441 Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 RE. Poponessett Road (Map 006, Parcel 046, Lot 49) November 16, 1999 Dear Mr. Crossen, On November 15, 1999 I forwarded to your office a letter regarding road improvements for Poponessett Road and Fuller Marsh Road. In that letter I stated that a copy of the road improvements was included. It has come to my attention that a copy of the road improvements was not included in that mailing. Enclosed is a copy of the road improvements. I would appreciate a review of these improvements at your earliest convenience in order to continue the process of obtaining a building permit for our proposed home. Thank you. I look forward to your response. . Sincer ly, ob Powers 'L Bob & Ronnee Powers 50 Jackson Drive Cotuit, Ma. 02635 428-8225 1-401-658-1441 Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 RE. Poponessett Road (Map 006, Parcel 046, Lot 49) November 4, 1999 Dear Mr. Crossen, The following are road improvements for Poponessett Road and Fuller Marsh Road in order to obtain a building permit for Map 006, Parcel 046, Lot 49. These improvements have been submitted in a proposal by Bortolotti Construction Company, Marston Mills, Massachusetts. 1) Where the asphalt ends on Fuller Marsh Road, the road will be widened to 14' with the enclosed specifications to Poponessett, a distance of approximately 150' . 2) From the intersection of Poponessett Road and Fuller Marsh Road, the road will 'be widened to 14'- with the ' enclosed specifications, a distance of approximately 200' . The following are site and road specifications which will also include Engineering and staking out the road: 1) Site Preparation: .Trim, Cut and Clear the necessary trees to suit the proposed roadway widening and relocation. Uproot and Properly dispose of All Stumps and Remove any Topsoil. 2) Sub-Grade: Remove any Unsuitable Soils, -make necessary Cuts and Fills -to obtain a Suitable Sub-Grade.' Furnish and Install 12" of Road Mix to an area approximately 14' Wide X 350' Long. 3) Drainage: Install Two Velocity Pools of 15' Diameter with Rip-Rap Spillway at side of roadway for drainage. 4) Roadway Surface: Furnish and Install 4" of Reclaimed Asphalt to roadway surface approximately 14' Wide X 350" Long. In addition to the above, the following will be completed: 5) Approval will be obtained from the Fire Department regarding the need for a new hydrant out front. If you have any questions regarding these specifications or if additional information is needed, please contact me at 401- 658-1441. Sincerely, Bob, Powers 1p° J Bob & Ronnee Powers 50 Jackson Drive Cotuit, Ma. 02635 Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 October 4, 1999 Dear Mr. Crossen, Thank you for your letter dated September 29, 1999 in regard to obtaining a building permit on Poponessett Road: In your letter you refer to Map 006, Parcel 046. Our request for a building permit is for Map 006, Parcel 049. Both our letters of August 2Oth and August 28th refer to existing lot 049 which abutts Poponessett Road and Fuller Marsh Road. We are hopeful that the same requirements for a building permit .for Parcel 046 would apply to Parcel 049. Thanks again. We apologize if for some reason we have caused this confusion. Sin rely, Bob & Ronnee Powers Bob, & Ronnee Powers 50 Jackson Drive Cotuit, .Ma. 02635 428-8225 ' Bulding .Commissioner Town of Barnstable Mr.: .Ralph Crossen 367 Main Street Hyannis, Ma. 02601 August 28, 1999 Dear Mr. Crossen, .- 'We are- in receipt of your letter dated August 23, 1999 regarding a .'section of Poponessett Road for the purpose of obtaining a building permit. 1) As you mentioned in your letter, the plot plan describes this section of Poponessett Road as a Private Way . In our research at the Barnstable Deed of Records, we became aware that this section of Poponessett Road had been laid out on a plan dated July 1 , 1928. It would also appear from our. Research that this section of Poponessett Road has never been accepted as a Town Road by the Town {.' of Barnstable. Consequently, 'the status of this stretch of Poponessett Road is a private way. 2)• Public elettric, .gas and water are in place. The Cotuit Water. Department in 1980 installed a main water line connecting Fuller Marsh and Santuit Road. In addition to the water line there is one fire ry _ hydrant on this section of Poponessett Road . The following -houses are serviced by the Cot uit Water Department, Commonwealth Electric and Colonial Gas: a< Daniel & Margaret Sullivan . Lot 47 Poponessett Road =V) James & Elizabeth Sc haadt Lot 45 Poponessett Road Timothy & Kathleen Doyle Lot 39 Poponessett Road ;r 3) The present condition of the roadway as :it exits is appr.oxi_mately an eight foot wide, gravel base way . As mentioned in our letter dated August 20, 1999, we would .like to build one home on this property which is approximately 2.83 acres. The location of our proposed 1800 sc- t..._ho�ue_wa�th attached two car garage would be on existing lot #49 which abutts Poponessett Road and Fuller- Marsh Road. We are again most appreciative of your rE'vi.E'w of this si.tr_ and decision for the purpose of obtaining n building permit . Sincerely, Bob & Ronnee Powers rs C'FO r1u'pU=.t 'III !' ]4 f';' Dear Mr . Crossen , En'_ 1 osed i'S a, [, 0t D l a.n Of proF op t'r ni P =, } = l - yt d r, F'oF; _ne_�_ t , Road In Cotul t , The prr-'Dort'• I c a.pDro': IfTi_C?l ,' tAJw 4,IGu1d ]-I �'e t_' b!Jild One dealel1Ino n thls pr'Gpert . - Thy. home �..e DrOPOse Fn build :could be a.ppr�_i: �tel . 1--] a . 1� _ L; - Im_. I u : t ii th tW Ca.r rROC, , i,.)e understand th.a.t th i �. =.e; _ � _ - , - =tlQrl i,} F'i i[i[;ne�-.? tt G'[,?.d ila.'=. bt'Brl •9. Dub] is wa.., sir,c ?.;?f., Thl '3 _.artlO.n h.a tnwin i..i .ter , ele[ rr' I _ j fi d.rl d {. i,Je l.uould 1ik:,e to build on E:( istin ir_ t # 9 ilf irli .a.butt_ Foponessett F.'cad a.nd Fuller (1.9.rsh F.'.oad. We are most a.ppre_ I .t j ,.e o{ y[IJr r''. i C )f an, d 1 Clslon i'or' the purp_i'se Vt Gbta.lrlhnJ =. bulldlrly perml '� Sincerel ;: Bob r'... F,'onneer'o!Aaer'zl i - ,j y 14" . t) OF 1929) 2 411 N!F : CRAIG SIMPSON . DEED BK.16 78 PG, 072 ASSESSOR'S MAP 6 \ LOT 7107 ��.--------LIMIT OF 100' BUFFER ZONE TO \ BORDERING VEGETATED, WETLAND �= � r� u� f; 00* cp > ` f gL ' � � � � '; I` ;' � t N to •. IL`x{stir LOT as MIT OF 50' UNDISTURBED ZONE ASSESSOR'S MAP 6 , LOT 49 N IF ' TOW',' .OF BARNSTABLE CONSERVATION COMMISSION '`, '' DEED BK.1415 PG.072 O 1 Y �1 Cn 10, lilt.,lilfidlffl'ifl111111fi-llf Iilff3Iffifff'1 t f Yl.ffi 4 . r d iM 1 1 tilt t1 tilt 1 11111 1 Il Il 11 1 tilt 1 I Ill it 1 1 y°F IME The Town of Barnstable r + * iARNSTABLE + Department of Health, Safety and Environmental Services '�Fon„prA Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-700-6230 Building Commissioner September 29, 1999 Bob &Ronnee Powers 50 Jackson Drive Cotuit, MA 02635 Re: Poponessett Road(Map 006, Parcel 046) Dear Mr. &Mrs. Powers: In order to get a building permit for Map 006 Parcel 046, you would need to complete the following: 1. Widen the dirt road from the intersection of Poponessett and Santuit to 14' wide from that point to a point 150' past the boundary line between your lot and 700 Poponessett. This widening should include grading and a gravel base at least 2" thick. 2. Obtain the approval from the Fire Department that your home does not require a new hydrant out front. 3. Cut back branches on both sides so that the 12' way is clear above the widening. 4. Provide a drainage.Swale on the low side of your lot so that run off can be diverted. I hope this helps you. Sincerely, Ralph M. Crossen Building Commissioner RMC/lb g990929a Bob' & Ronnee Powers 50 Jackson Drive Cotuit, Ma. 02635 428-8225 Building Commissioner Town of Barnstable Mr. Ralph Crossen 367 Main Street Hyannis, Ma. 02601 August 28., 1999 Dear Mr. Crossen, We are in receipt of your letter dated August 23, 1999 regarding a section of Poponessett Road for the purpose of obtaining a building permit. 1) As you mentioned in your letter, the plot plan describes this section of Poponessett Road as a Private Way. In our research at the Barnstable Deed of Records, we became aware that this section of Poponessett Road had been laid out on a plan dated July 1 , 1928. It would also appear from our Research that this section of Poponessett Road has never been accepted as a Town Road by the Town of Barnstable. Consequently, the status of this stretch of Poponessett Road is a private way. 2) Public electric, gas and water are in place. The Cotuit Water Department in 1980 installed a main water line connecting Fuller Marsh and Santuit Road. In addition to the water line there is one fire hydrant on this section of Poponessett Road. The following houses are serviced by the Cotuit Water Department, Commonwealth Electric and Colonial Gas: Daniel & Margaret Sullivan Lot 47 Poponessett Road James & Elizabeth Schaadt Lot 45 Poponessett Road Timothy & Kathleen Doyle Lot 39 Poponessett Road 1 Ib 3) The present condition of the roadway as it exits is approximately an eight foot wide, gravel base way. As mentioned in our letter dated August 20, 1999, we would like to build one home on this property which is approximately 2.83 acres. The location of our proposed 1800 sq ft.. home with an attached two car garage would be on existing lot #49 which abutts Poponessett Road and Fuller Marsh Road. We are again most appreciative of your review of this site and decision for the purpose of obtaining a building permit. Sincerely, Bob & Ronnee Powers WE r The Town of Barnstable ' �0�' Department of Health, Safety and Environmental Services - 'Eo 59. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 23, 1999 Bob.and Ronnee Powers 50 Jackson Drive Cotuit,MA 02635 Re: Poponessett Road, Cotuit Dear Bob and Ronnee Powers: I am not able to respond to your letter of 8/20/99 with the information submitted. Please supply the following additional information: 1. Your letter says this stretch of road is a public way;however,the plot plan says private way. Please supply proof of its status. 2. You mentioned that public utilities are in place. Please give us specifics as to where and what houses are serviced by them. 3. Please provide any information you may have as to the condition of the way as it now exists. Pictures would help. As soon as this information has been submitted, I will be able to continue my review. Thank you. Sincerely,, I Ralph M. Crossen Building Commissioner RMC/lbn I STANDARD LEGEND / NOTE:not all symbols will appear on a map GOLF COURSE FAIRWAY a �.. v �\ / / � 7 EDGE OF DECIDUOUS TREES / Eoo � o EDGE OF BRUSH -- Erna ;' _ ORCHARD OR NURSERY 0 s� Wow EDGE Of CONIFEROUS TREES v MARSH AREA co /<<�' Iry co l "w / a (Or EDGE OF WATER N > ,' / � • __ �, $^, - DIRT ROAD � < a DRIVEWAY PARKING LOT t W PAVED ROAD a�S DRAINAGE DITCH T ------- PATH/TRAIL o PARCEL LINE** wi10-< --MAP# 21 < PARCEL NUMBER #1860 HOUSE NUMBER 2 FOOT CONTOUR LINE i N� O --�— 10 FOOT CONTOUR LINE a N 4.9 SPOT ELEVATION STONE WAIL XX- FENCE RETAININGWALL RAIL ROAD TRACK : -------=-=-_':p �; Q STONE JETTY SWIMMING POOL . owo 4>> � a�w oo grad PORCH/DECK %Cn BUILDING/STRUCTURE ►t gyp , ►�� _ ___ � � �� ��� DOCK/PIER/JETTY - 7 I / I %O)r Q HYDRANT e VALVE @ MANHOLE V" T O W N O IF A R N S T A B L E G E O 0 R A P H 1 C !I N F O R M A T 1 O N S Y S T E M S U N 1 T POST 0FP FLAG POLE PRINTED SCALE: IN FEET *NOTE: Planimetrics,topography,and **NOTE: The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James SIGN a- STORM DRAIN ``,,A - - vegetation were mapped to meet National of property boundaries. They are not true locations,and W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTILITY POLE n TOWER H z 150 0 150 Map Accuracy Sian ards at a scale of do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards "' 1 INCH = 150 FEET* 1"=100'. on the map. at a scale of 1"=100'. Parcel lines were digitized from 1999 Town of Barnstable Assessor's tax maps. -0- LIGHT POLEo ELECTRIC BOX ca STANDARD LEGEND /' _,\ �. �// 4k NOTE:not all symbols will appear on a map o a a GOLF COURSE FAIRWAY EDGE OF DECIDUOUS TREES n EDGE Of BRUSH r`-� ' ORCHARD OR NURSERY , � E� Vw-� EDGE OF CONIFEROUS TREES MARSH AREA co 1 '� . ! ''-;� I - ' ' ' — EDGE OF WATER C13 DIRT ROAD '� �� �� , �'--- c� �." - ;•...- ., o.. E---PARKING LOT ',\ �\ �i ,' , �,.°z�v -- �---_.. .• � �N� PAVED ROAD DRAINAGE DITCH PATH/TRAIL PARCEL LINE** /' //' �� N� �� ��,, \• [_ Milo MAP# 1� i' f, u 21- PARCEL NUMBER /� '•` �N #18�E HOUSE NUMBER �v� - } O 2 FOOT CONTOUR LINE 10 FOOT CONTOUR LINE i�4.9 SPOT ELEVATION STONEWALL Nod ,'/� '__ i� � -X—X- FENCE ,/- --- - --[_ -_ -----' \\ .- _A� �\ .� RETAININGWALL ,�//l/ I� //�-- -\� ______-' ,,�- � ,�,�/ `1�-Ej���' ,��•_---r-- ---'-� _ -+-f-t+ RAIL ROAD TRACK STONE JETTY rr CD SWIMMING POOL ign PORCH/DECK M°° \\\\ 0 BUILDING/STRUCTURE 1 \ \\\k DOCK/PIER/JETTY Nw 0 HYDRANT \\ \ w \\ ( e VALVE O MANHOLE V Mw \ T O W N O F B A R N S T A B L E G E O G R A P H 1 C 'I N F O R M A T I O N S Y S T E M S U N I T 0 POST OFP FLAG POLE PRINTED SCALE: IN FEET A SIGN ® STORM DRAIN • � *NOTE: Planimetria,topography,and **NOTE: The parcel lines are only�graphic representations DATA SOURCES: Planimetria(man-made features)were interpreted from 1995 aerial photographs by The lames Y vegetation were mapped to meet National of property boundaries. They are not true locations;and =W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTIUTY POLE TOWER 150 0 150 Map Accuracy Standords at a scale of do not represent actual relationships to physical objects Corporation. Planimetria,topography,and vegetation were mapped to meet National Map Accura y Standards "' 1 INCH = 150 FEET* 1° on the map. at a scale of 1"=100'. Parcel lines were digitized from 1999 Town of Barnstable Assessor's tax maps. LIGHT POLE o ELECTRIC BOX i I LOT SUMMARY I BARNSTABLE PLANNING BOARD POPONESSETT RD IS RO (q O O PROPOSED CONFIGURATION 1 APPROVAL UNDER THE SUBDIVISION 2 LOT SUMMARY SUBDIVISION O �OP EXISTING CONFIGURATION LOT LOT i LOT 2 CONTROL LAW NOT REQUIRED. $ANTUIT RD SANZU Z SUBDIVISIONLOT LOT 49 LOT 50 LOT 51 AREa.A 48,002 77.361 0 N AREA acres AREA 40.609 44.700 40,ODO AR 1.00 1.76 1 ROAD > eAREA Upland Area Q Q N N/F 0.83 1.03 0.92 sq.it. 43.786 43.560 3 (TIN JAMES&CATHERINE FRONTAGE W -•{ MCGRANACHAN 227.76 200.00 196.58 FRONTAGE 234.66 391.68 S -{ DEED BK.1323 PG.541 SHAPE SHAPE FACTOR 20.1 18.8 17.4 FACTOR 17.0 18.3 O J Z (� Q -BND FND A ^ ASSESSOR'S MAP 6 > U ONO LOT 44 �,(� `S ' NO DETERMINATION AS TO COMPLIANCE WITH THE j U'l ZONING OR ORDINANCE REGUIREMENTS HAS ABOVE ENDORSEMENT.N MADE o~ Mg RSy MAIN 5 BND FN / RQ (QO, N/F DAMES G.&EUZABETH S. /a- SCHAADT SITE ,pOpO r{�/O DEED BK.1675 PG. 072 LOCUS F� ASSESSOR'S MAP 6 BND FN D A LOT 45 LOCUS MAP T r-=I OOo'3 JOHN C.&RUMUTA H. TIMOTHY C.&KATHLEEN M. BACON 4 73- DOYLE Q DEED BK.4049 PG.315 BUILDING 'SETBACK FN, N DEED 8K.6647 PG.094 ASSES I Q LA t2� NOTES- LOT (TYPICAL) - LOTT MAP 6 N/F O O r L 18 DANIEL P.LI MARGARET M. �< A ASSESSOR'S MAP 8 1. PROPERTY UNES AND EXISTING CONDITIONS SHOWN ARE DENGINE ENGINEERS. AFIELD SULLIVAN . � LOT 39 f � SURVEY ON 6/7/99 AND 6/8/99,BY ATLANTIC DESIGN.ENGINEERS,U.C. DEED SK 3256 PG 229 , 2. WETLAND DEUNA710M LINE FLAGGED BY LE.C.INC.OF BOURNE,MA IN MAY, \ S`�Ti y -ram 1999.AND FIELD SURVEYED BY ATLANTIC DESIGN'ENGINEERS.LLC IN�JUNE 1999. 3. NO DRINKING WELLS ARE VISIBLE WITHIN 100 FT OF PROJECT SITE. ASSESSOR'S MAP SITE BENCHMARK: 4. PROPERTY UNES DEPICTED ARE FROM LOTS 49.50 AND 51 ON A PLAN. _ LOT 47 TOP OF HYDRANT FLANGE BOLT ENTITLE'PLAN OF LAND BELONGING TO ROBERT T.FOWLER' ELEVATION 14.55'(NGVD OF 1929) Q PREPARED BY BATES&CHELLMAN ENGINEERS OF JAMAICA PLAIN.MA. �a \ ! DATEDJULY I. 1926. RECORDED AS PLAN N0. 143,BOOK 19.PAGE W. _ OMIT OF ROOD ZONE A11 LOT 1 \ C 5. PROPERTY IS LOCATED IN FLOOD ZONES Att,B&C PER FLOOD INSURANCE ,p'ry 4$,OO \ I. f RATE MAP(FIRM) /250001 0021D,LAST REVISED JULY 2,1992. • - r? 1.1 O O BS \ 13 B N/F (n 6. SITE ELEVATIONS BASED ON USGS DATUM OF 1929 ,786 SF LAN \ CRAIG SIMPSON ESTABUSHE FROM LEVEL RUN CONDUCTED FROM REFERENCE MARKER(RM)48 _---_ D:"ED BK.1678 PG. 072 SHOWN ON FLOOD INSURANCE RATE MAP(FIRM)NO.0021D \B \ \ \ 14 „�, _ Ll.i COMMUNITY PANEL NO. 250001 -LAST RE VISE JULY 2.1992. r ' / per` ASSESSOR'77MAP 6 7. PROPERTY IS SHOWN AS LOT 46 ON ASSESSOR'S MAP 6 LOT\TING LO`51\ \ / �� �� O MAND UES AP LAST REVISED ZONE ERRESIDENCE 14, SF(RF)PER TOWN OF BARNSTABLE ZONING ,r---UNIT OF T00'BUFFER ZONE TOLL- ND FN � �\ ��/ � q � BORDERING.:VEGETATED WETLAND .. e. PROPERTY DOES NOT LIE IN A GROUNDWATER PROTECTION OVERLAY DISTRICT. - �'/,p 9. PROPOSED LOT 2 IS SUBJECT TO A DRAINAGE EASEMENT AS DESCRIBE I DEED BOOK 659,PACE 37. iu v/3 % 6 Ec- �� �\ •RF - ZONING REGULATIONS \ \ \ A (ZONING REGULATIONS LAST REVISE 4-14-95) ?\ 'L` Z'o�• S ro ��yt. mac, - ,y. A OA' \ MINIMUM LOT FRONTAGE 150 FT. . F •K ~ C'Y1 ' I'\ 17 MINIMUM LOT AREA 43,560 S.F. AL AL AL a• 7. 1\ 9 _ 1\1{L s T` ,,)F 6 MINIMUM UPLAND AREA 100% OWNER: UNIT OF BORDERING AL / 9 �\ \ LEc \\ I%OF MIN. LOT AREA) e / \ VEGETATED WETLAND A\ E G OT 50 4y 0 \ )T9� MAXIMUM LOT SHAPE FACTOR 22 'St• ,o HOWARD & BARBARA CLAUSSEN / ` y� '=p / 1 MINIMUM FRONT YARD 30 FT. � 15 KING DRIVE o y o1171 1 \ $ MN MUM DE YARD 1 5 FT. WAREHAM, MA 02576 f \£C-5 d` 2v/¢ Ak EG 16 I MINIMUM REAR YARD 15 FT. DEED REFERENCE: TIE yLNE BOOK 2263, PAGE 109 54336.80, \ S -`EC,6 ASSESSOR'S MAP 6 �_ ^'7/�� 111S LOT 41 I LOT 49 A, '.\ C,lk O n/yyV/ Y 1 .IT / - INTENT. TOWN OF BARNSTABLE 7f '" LOT 2 // .r TO COMBINE THREE EXISTING LOTS(SHOWN AS LOTS 49.50. 77,361 S.F. 1 \ �� 1 \I' AND 51 ON REFERENCE PLAN)INTO TWO BUILDABLE LOTS. CONSERVAT1ON COMMISSION �L yt" AL 1.78 OCr05 FOR REGISTRY USE ONLY DEED BK.1415.PG.072 \� 43,560 SF UPLAND ,� o 1 / MIT OF 50'UNDISTURBED ZONE AI, / 1 � •(�O ASSESSOR'S MAP 6 d` L\ I/// f LA SBti�� I �2 N/FB I HEREBY CERTIFY THAT THIS PLAN TOWN OF BARNSTABLE'CONS CONFORMS TO THE RULES AND REGULATIONS CONSERVATION COMMISSION DEED BK.1415 PG.072 AS SET FORTH BY THE REGISTERS OF DEEDS. � \ f \�(\LF•C Zg Ty a f LE.0 PROFESSIONAL LAND SURVEYOR 1 NINE:Is?- Designed by: SCALE OWNER & APPLICANT: APPROVAL NOT REQUIRED PLAN ShDr- eet o Ch-kked er:by HOWARD & BARBARA CLAUSSEN FOR chec : ASSESSOR'S MAP 6, LOT 46 - POPONESSL7, RD 11anlic "' DESIGN ENGINEERS, L.L.C. FIeId SCALE ,' ,o0 1s KING DRIVE JOB NUMBER --y chk. by WAREHAM, MA 02576 COTU 1 HUSETTS JU 1871 01 P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 rVIp,aYed by: DATE N0. BY GATE REVISION DUNEE 23 23, LSIS 4� �� /� �� � U " i� SYSTEM PROFILE T.O.F. AT EL. 18.25' TEST HOLE LOGS ACCESS COVER TO WITHIN 6' of FIN. GRADE (vo, TO VALE) - ACC.SS COVER (wATERTIGHT) TO 2% SLOPE REOUIRED OVER SYSTEM ENGINEER: PETER BRYANTON #fiTl+iN 6' OF FIN, GRADE 2' DOUBLE wASMIED PEASTONE h 14 i 3 MINIMUM .75' OF COVER OVER PRECAST 17.6' WITNESS: BAR14STABLE HEALTH DEPT. wrocarn no. I- RUN PI 9 17 99 u S LEVEL DATE. / / ! \ FOR FIRST ?• 14.6' ' 13 I\\ ( PROPOSED 1500 r PERC. RATE _ _ < 2 MIN/INCH IN C SOILS 12 \ �`� 1J GALLON SEPTIC ` 14.53, / o ' " CLASS I\ 1 I TANK (H- 10 ) GAS 14.1 / 4 Q (= p 18' SOILS P�/ .,1+ \ - I BAFFLE 14.4 5' 14.2 8 as cm MIN 13.14' Orp'� I `` ( 2 R SLOPE) �6" CRUSHED STONE OR MECwwfCAL M,20 FLOW DIFFUSORS Loan COMPACTION. (15.221 (2)) (� ELEV. ELEV. � t PARCEL 46 ; \�' �, DEPTH OF FLOW 4' 3/�' TO 1 i/2' DOUBLE WASHED STONE V1l'" I� 11 2.8 AC i (-,].__z SLOPE) ( 1 r. SLOPE) Q 17.v 0„ 17.0' TEE SIZES: „ -- I l INLET DEPTH - - 1O A LS 10 I OUTLET DEPTH 14" 10YR 2/ 0. 7 4' 8"• . FILL LOCATION MAP NOT TO SCALE LEACHING B 15" 1 q FOUNDATION- 22' SEPTIC TANK g D' BOX 20' ' � FACILITY LS - - a SL ASSESSORS MAP 6 PARCEL 46 26" lOYR 6/8 15•4' lg" 10YR 3/2 8 \ \ \ ZONING DISTRICT: RF 6 \ \\ \ Cl B YARD SETBACKS: \ \ \ \ \ COS 3oz GRAVEL LS FRONT 30' 10YR58 BOTTOM TH2 EL. 6.0' 4g" 2.5Y 6/6s 42" / 13.5' SIDE = 15' Cl REAR = 15' ' COS 30z GRAVEL LA REF - 1 PLAN 19/ 43 - BENCHMARK - HYDRANT ON TAG BOLT #243 C2 56" 2.SY 6/6 FLOOD ZONE: All (EL. 11), B & C ,+ \\ \ \ 1 ! t ELEV = 14.55 (NGVD) MS \ GA \ � - - - _�___ -_ PROPOSED ROAD IMPROVEMENT-DETAIL C2 EXISTING GRAVEL ROAD TO BE UPGRADED TO A WIDTH OF 14', 2.5Y 7 3 MS 'STARTING FROM THE END OF PAVEMENT ON FULLERS MARSH ROAD AND ENDING AS SHOWN, CONSTRUCTION TO CONSIST OF: 2.5Y 7/4 \ \'A t SITE PREPARATION TO INCLUDE TRIMMING, CUTTING, CLEARING \ \ 1 NECESSARY TREES TO ACCOMMODATE THE ROAD WIDENING AND 120" 7,,6' 132" 6.0' O RELOCATION. REMOVE STUMPS AND UNSUITABLE SOIL, MAKE r \\ \ NECESSARY CUTS AND FILLS TO OBTAIN SUITABLE SUB-GRADE. NO GROUNDWATER ENCOUNTERED "'- ' , `., \. EVERY ATTEMPT SHALL BE MADE TO SAVE TREES 10 OR \ 1 1 V GREATER WITHIN POPONESSETT ROAD RIGHT OF WAY. TRIM O' / , BRANCHES ON BOTH SIDES 3S-SO THE 12' WAY►S CLEAR ABOVE THE WIDENING -2. INSTALL'MIN. 2' OF ROAD GRAVEL BASE. 3. INSTALL` 2 DRAINAGE AREAS AS SHOWN ON PLAN. 1 \ \ i �\ _ \ / s 1i\\. NOTES: \ _ 2 .5 1 . DATUM IS NGVD RM 48 ( ) \ 2. MUNICIPAL WATER IS AVAILABLE #2 \ \ \ I ' l \\ l Q 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 0.0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 & 20 50' LONG x 2' WIDE x 2' DEEP 1 QL WATERTIGHT. STONE--FILLED DF+ _ ; TRENCH (OR EQUAL) _ 5 PIPE JOINTS T BE MADE 0 ' \ \ \ 1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. #11 �9 . USE 3/4" i0 1 _" WASHED ►ONE 3 \\ # # ENVIRONMENTAL CODE TITLE V. 13 \\� BITCH DRI .'E Sl ACE TOWARD DRAIN\, \ Uj �.. �- END OF PAVEMENT \ \ \\ \ . _ ._ --- - \ �6\+ • `• � 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE j _. USED FOR LOT LINE STAKING. 2 \ + ` #1 \`\ O 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 1 .0 4 / 2 L.Ciivir Gi N T O/i1.1\rILLLU Vtt I.VfVI tHLtD YVfTHO • .. vE IJ ��O i�i BE _ � UI \ . / _ �► . INSPECTION 0 BY BOARD OF HEALTH AND PERMISSION-_- _.:;_ ___ _ _ _ - OBTAINED - - _.- - \ 1 v EXIST. GRAVEL ROAD M c�.rriR© yrE�L r�i.- - 1 PROP. RE-LOCATED i ` J 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TRAVELLED WAY. 14' WIDE / LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR / 1 (TO BE WITHIN ROAD _ 1 !„ LAYOUT) / O COMMENCEMENT OF WORK. 55 I I - LANDSCAPE 1 , 0 \ / I 11 . KEEP WATERLINE MIN, 10' FROM ANY PORTION OF SEPTIC SYSTEM '# I RESTORATION SEPTIC DESIGN: OR SLEEVE WATERLINE IF WITHIN 10' OF SEPTIC SYSTEM #8 I 6 N 15.0 MEA 18 (GARBAGE DISPOSER Is NOT ALLOWED ) ( ) -,.,. � I-: i DESIGN F 4 11 - �.4 „ 5 LOW BEDROOMS 0 _ 0 # # #7 ( 1 I I 113 �, / __ 0 S ( GPD) GPD 12. EVERY ATTEMPT SHALL BE MADE TO SAVE TREES 10 DBH OR GREATER N \ HIGH POINT 6,:�7 �Qa USE A 440 GPD DESIGN FLOW WITHIN THE POPONESSETT ROAD RIGHT OF WAY 17.2 SEPTIC TANK: 440 GPD ( 2 ) = 880 " r 17 TLE 5 S/TE PLAN D I / --- . -- r 17.0 �7 1 USE A _1500 GALLON SEPTIC TANK #66 I I 11 i I / 1� �' 17. _ LEACHING: OF PROP. RETAINING WALL I '�� 1� ,� '� AA = 440/.75 = 587 qs PARCEL 46 POPONESSETT RD. I14� • (►� OVERGROWN BOG \l, T I 11 + 1 4 - IN THE TOWN OF: LANDSCAPE ,/ / / / / `\7.4 �� - 2 ( ) ( 9 + 1) - 600 (CO T UI T) BARNSTABLL'RESTORATION 6� / \ AREa l ° lS j l I / PROP 5To►sE \ �F\ i TOTAL. 600 S.F. 45C GPD qoq�7 1• ( / RNA PREPARED FOR: BOB AND RONNEE POWERS 116.0� 17`2 1 :4 USE 6 FLO DIFFUSORS WITH 0.5 STONE AT ENDS AND 5.8 / /, gyp/ ° / I I 17.8 - 6.e� 3.5' AT SIDES ff!! ' #17 S / 30 0 30 60 gp t� Vv 2 / / GUA OST AIL �w a� #18 5 / X / / 1 PROP. 3 BR SLAB , 225. ( �( DWEELLING 5. #. _ \ / i PRO SED DlSP ON SCALE. 1" = 30' DATE. APRIL 27, 2000 a .���/7 BOARD GF HEALTH/ t'-i �. \ \ 1. / �^j TF m 18.25 1 RESER,T 23 u> \ AREA 3. SID LOPES REV. 6/22/00 ADD FLAG S / \\\ 2't DEEP x 24' AT RIM MA �Z� OF MAS REV. 7/13/00 (DRAIN, do TREE NOTES �N oI Mqs . ) APPROVED DATE 19/ �/ I ( /{10 REIN ALL +70P AND SUBSOIL WITHIN y /x �DC1 3 I 1 P !METER 0 SPERSlON AREA o� ARNE o ARNE H. G. l ( l 1 \. �i OJALA F O I o OJA clv L (j _ '� REPLACE WITH CL AN COARSE SAND AND u r`5� / /// ' Cli � COVER OPES WITH 4" - 6" Na 2s' 8 l S0. 17 _ a 90. 8 l bC7 TOPSOIL ND SEED NE OF I ( / ;/1, � : 16.9 34B'f: 1,7 - THE FOLL WING ,S MIXES; Fss�o P.LS f� 16- ° ^NORTHEA AND NATIVE DATE I PROP. RETAINING WA WILDFLOWE IX" FROM SOUTHERN WALL TIER, I CLARKSVILLE, NY / 15.9 147 OR "NEW LAND EROSION " �,,,,.. •� I L ` ,' 16.7 CON?ROL/RESTORA MIX" FROM a' N.E. WETLANDS PLA T INC., 800 ° I STAKED SILT FENCE/HAYBALEs 17.?F MAIN ST., AMHERST, MA 01002 #255 7: .� I LEGEND o 116 7t/At-0gZ.1J /� 100.0 PROPOSED SPOT E!-El'AT!�JN Z 1 C� ,� �° G�'✓c'Z�L' 100x0 EXISTING SPOT ELEVATION 5. J 100 #27 , p.__ - p PROPOSED CONTOUR off 508-3e2-4541 fox 508 362-88W 12. 13•7 - - 100 - - EXISTING CONTOUR '-- down 5. 6. � n cape engineering, Inc. 2g' tX #3 a # \5 9. 6\ 3 CIVIL ENGINEERS \ LAND SURVEYORS #29 .w. - 939 main st, yarmouth, ma 02675 30 '31 5 99-372 34 i S� oil- � o f .a '.o i It e -- SeA4 1ST so ItoP �FyNDI�Sia�J .�. o I -a r - ?� y) i rl10 @SLAM _ v n '� ND I E USE 3 0 oc? is31 r1 f Ts to 0 ax A '4 51LE1. lbEan. ?'1` xP�*1 Fob 5ecowD F�.o1C B��M P.a►�lrT A All 4- y a X 1 o E.A GA(tACcf 0 SMOKE DETECTORS O.K. k _ BARNSTABLE BUILDING DEPT, 40 11t1 ti ^p', SCALE: 1+uu I 1 APPROVED BY: DRAWN BY -_,...... � _. DATE: v1JE Ztl o REVISED Ro NN E Yoe 51�S DRAWING NUMBER 1-O U N A N-T- I e j