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HomeMy WebLinkAbout0016 QUAIL LANE _ _� -_- t �, P TOWN OF BARNSTABLE' CERTIFICATE OF OCCUPANCY PARCEL ID 287 109 002 GEOBASE ID 19057 ADDRESS 161 �QUAIL LANE PHONE HYANNIS ZIP - LOT 3 LOTS BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY 'k 1.0 PERMIT 85043 DESCRIPTION CERTIFICATE OF OCCUPANCY--BLDG PMT075621 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 �tME CONSTRUCTION `COSTS $,00 756 CERTIFICATE OF OCCUPANCY 1 ,.PRIVATE * IMMSTABLE; ,* 1 MASS. 1 039. 1� FD MP'�A BUIG IVSION BY /1 / �LDIl� I DATE ISSUED 06/24/2005 EXPIRATION DATE /) ~ TOWN OF. BARN TABLE ` , r 1r. BUILDING`PE IT �6 v S s � r - r PARCEL: ID_ 287'- 109 002 GEOBASE ID 19Q57 ADDRESS ` 16 QUAIL LANA, PHONE HYANNIS b ZIP — LOT 3 LOTS BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 75621 DESCRIPTION 4/BED 4/BATH. ATT. GARAGE 5682 SQ_ FT. PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: ROGERS AND MARNEY Department of i ARCHITECTS: Regulatory Services TOTAL FEES: $1,916.44 , BOND $.00 CONSTRUCTION COSTS $566,592.00 � P 101 SINGLE FAM HOME DETACHED1 PRIVATE 1r,� 0- 1 +► BARNSTABL E, MASS. 1639. Fp MP1 A t i .� BUILDING DIVISION ' BY f ' DATE ISSUED 03/26/2004 EXPIRATION DATE I v c� 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 OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL'I EMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 04 / V rfs #7 4't 2 2 k 1 1 OEATING(DIFP-ECTION APPROVALS ENGINEERING DEPARTMENT 2 ram_ I y _,cgs BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL f r W WORK SHALL NO PROCE D NTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR AS APPROVEDTHE 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. sR M `I I I I � I I� I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `�' Parcel caf>� Permit# L Health Division 00r/���g/� A� 3 T t c Date Issued 2 t ) Conservation Division Application Fee Tax Collector i Permit Fee/0 �. SEPTIC SYgTg=M MUST SE Treasurer 0IV1,ft FfSTALLED . ,�.�eulPL1ANCE Planning Dept. ,. WITS .E 5 RONAm- -ODE AQ Date Definitive Plan Approved by Planning Boardb o p'�'�- TOWN RtGULATIONS Historic OKH Preservation/Hyannis Project Street Address 1 Village "Y Ngt5�pop-7- _Owner t,ogr_j?_,T A L-rc -ciwG S Address Ce14co?_t,. .'unA c°li?,e112- pSZ3Z Telephone TZ F3 r 3 71 65/ .Permit Request Co N ST gucrF lit i-W 41 ram,e:D P_(7r) 1-1 ea c'-S F': I S Sfft�t vN ofif FLAW,` leiy b aw i)q& f 5C.0;"ip 8tn4rrn�; S , _77, - n Am-r-f i oy y D in es 1-18 c�S� Square feet: 1 st floor: existing C> proposed 2-6,h 2nd floor: existing � proposed 0t7_ Total new 2_ Zoning District PP I Flood Plain _/A Groundwater Overlay ' AP Project Valuation ,-�7'/_ � T92.of Construction Type Lot Size i AC-- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structured CW Historic House: ❑Yes ErVo_, On Old King's Highway: 0 Yes D*o Basement Type: &rulI ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 0 new {( Half: existing C> new ! Number of Bedrooms: existing 0 new Total Room Count(not including baths): existing p new ( First Floor Room Count �S Heat Type and Fuel: BGas ❑Oil ❑Electric ❑Other . Central Air: U'les ❑No Fireplaces: Existing ® Newer_ Existing wood/coal stove: 0 Yes No . Detached garage:❑existing ❑new size � — Pool: ❑existing ❑new size, Barn:❑existing 0 new size Attached garage:O existing ❑new size 660 Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes O'No If yes,site plan review# Proposed Use_ i`:r- t=*AWJ I.L Y_ BUILDER INFORMATION Name I�u C� �� ��n��-� .- 7Q-4C, Telephone Number a B •- d'Z t,- 6 1 6 Address n -k :910 License# CS ('>f4e e Home Improvement Contractor# Worker's Compensation# \A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN f3" M�Vcr!it A r,MPC- _s4AJ rrA a e 'P c[. m P/4 iY Y /7 SIGNATURE _>0 /.: DATE 0 FOR OFFICIAL USE ONLY s PERMIT NO. DATE ISSUED r MAP/PARCEL NO. _ ADDRESS VILLAGE^ r OWNER DATE OF INSPECTION: ��° `© — ` '- ��/l �. FOUNDATION f.��d 7 FRAMEZ_v ,— f� "y 2 p 6 Gip INSULATION Q ,( FIREPLACE C9 h ///I i '0(1 -o7 4 ELECTRICAL: ROUGH FINAL-, PLUMBING: ROUGL. M FINAL.* ! w t m ' >♦.Q ffG s GAS: ROHC —FINAL,-~ FINAL BUILDING DATE CLOSED OUT- 0 I= Q M -6 r, } ASSOCIATION PLAN NWjQ . r a Y. v' = Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 100134 Type: Private Corporation Expiration: 6/9/2004 ROGERS & MARNEY, INC. Charles Rogers P.O. BOX 310 Osterville, MA 02655 Update Address and return card.Mark reason for change. Address ❑ Renewal ❑ Employment i Lost Card ✓�ee T�omLma�uoeal� a�✓llaasccc�cuaetls Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: -100134� One Ashburton Place Rm 1301 LExpiration: 6/9/2004 Boston,Iola.02108 Type: Private Corporation N ROGERS&MARNEY,INC. • ;hales Rogers 445 WEST BARNSTABLE ROAD � � O Osterville, MA 02655 Administrator Not valid without si ature — ✓/ce Lom��noouuea�i a�./llasiac�ivae!!3 , BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 016174 { (Expires;05LM2004 Tr.no: 24057 - --- Restricted:'00 CHARLES D ROGERS • PO BOX 310 OSTERVILLE, htA 02655 Administrator I RESIDENTLAL BUILDING PERMIT FEES r APPLICATION FEE d New Buildings,Additions'- 5� d y g � $50.00 , M Alterations/Renovations $25.00 - Building Permit Amendment' $25.00 " FEE VALUE WORKSHEET x F NEW LIVING SPACE . c7 �Sz square feet x$96/sq.foot7�, x.�0031 1- r plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE a square feet x$64/sq.foot= x.003 i= a plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.=o�I /oZ! x.0031= ACCESSORY STRUCTURE>120 sq.ft. �• ' >120 sf-500 sf fi $35.00 >500 sf-750 sf r a 50.00 . , >750 sf- 1000 sf: _ 75.00 >1000 sf- 1500 sf ,.100.00 ' 51500 sf-Same as new building permit: square feet x$96/sq.foot x.0031= ; , STAND ALONE PERMITS 'Open Porch "y�?` x$30.00= G (number) .Deck � x$30.00 (number) Fireplace/Chimney _� x$25.00= �• _ (number) t - Inground Swimming Pool _. $60.00 x Above Ground Swimming Pool F $25.00 Relocation/Moving $150.00 ."(plus above if applicable) G , Permit Fee /O Cq . Z3 - � vxprojcost .. . The CommonTveabth of Massachusetts _ — Department of IndustriatAeeidents 660 Washington Street _ Boston,Mass. 02111 y Workers'.Coin ensation.insurance Affidavit-General Businesses .,/ �rr%.�f#';�•.•��4ar,.. ��'�:?py5'L;q�y¢n, ••:T�arry.�y,r'.i,r,, :. � R `, .:F � �.`]: . � �a.S�'1 i ' / address: state 1M zi CJ _ hone - work site location fall address : ❑ I am.a sole proprietorand have no one ' $psiness ripe; []Retail[]RestauraniBai/EaYing Establishment �orldng in any capacity. •� • - [���ce Q Sales(mclnding RtaY Estate,Antos etc.). [g'�am an en to ex with em to ees full&' art lime, ❑Other ;r.////%%//�///%%/ �ipiiiri,Sri,��,,��,iy//i Siii � �iiiarriie��iiii to ees worlds on this•ob., . r m em 9 compensation for . g .. s cdmv I am an.employer providing vtorker ,:... P • :' :' :r �i,•. ..i:�tlli't:{�:•,' ,rY, :.?''' :P+�:':•t..'�,• 11.3•,. '!' rri�"•::l•'liilr ,',it�'n .iii:... S'''t+:: :., CO1n 8II '`8n1E: V g ii. �;/G".T' 1,,.. i +i t "r�:'w l'�:;(�. :4':.:'('^'i:;i. ,4• :r .. t' .4L'Ii, •h1t•R'7,�. ��• �r•� :DIY •: :11• "I,�•, + f•' .h ' '•, . 1 y�{ 1•., �• •.!•, '~ � vr.++:• r ••.h•:T�. ,'Sv:f�iH inti.�'.i::: r•i•'•=�':t#:f'','l:.'{•r% .. •l• .i•T ,y,.: ,.•,.':`tr•t�y- 1: n�'•Sl.f}:4i s,�,' _!•i:.'. ..3.•• - r.. •:a..n .1" J•. V_ $gc�re'ssE' F�•V �F.,• �. ;• � •+ ;r:•"•;'''�+:�s' = -�irl�:K• .' .• t... ..r: ..tti•i;ii�•� —.•i., 7.;IL•. ityi.=:.S':�:'' 't: 'IM �r s•:'•'� •.3:.'':;' .+ .�;y ne. ,.�tS•t�•:y=''•,Lr �•• S�:�•:;F'. 'rr mot• ;�•! ,t•` h:• ' ''XS�11, ': •t�"•••. {'• •':'•�:, ;i^Y"2•:'>. '''�'•`�'• Cj•jf 4'`�.'�,:, y .1 ••• • Bo ;? ' [J `f (/ Ci' I,,i�.''C.;'• 'Gr i ,i '4 ,i•: ... R.. iC ':' '.t'•. .1'+i' .: •t••,e: i,• •I,iI'i r. •r ,i l'•. +'•3�,•,�.,`4.'i.. r.J,,i�l%u'S.•,:k:... t .Ol1C,'• :•t'a'r: ,`. <'•'r'+•'•' 4• irisiiratice.co� '..l•�: rt.•�.,`, ..;.,. ,: ..;,�•', ., .,:_.: •..,:,: .:..:.,:�• ...; �/. T am a sole proprietor and-have hired the independent contractors listed below who have the following workers' .compensation polices: ' '' ''••ti •.y, ,i '7: •f�,.•.• .. `f. :4:'I t�::•i,, ••n•• :;y,:i.�y tyt�ttir�i'1 .7:: '•i r:Ma�.f•t: ♦'�t.'•t:l•.•��1•. ^,t •.\.. tL.IN' .y:s'�.t'•• < 1':.'•j+'�..� .. r:...1 Y.'• •' COTA 8n •'nam .S. •: .. .. .,ra, :,_ •1 •• 1 :{. r•''•T.!•r�: .. ,•^a:'iy ,tit?' ::�•� 1.t.-a?Y .I,r:.r ... , r :r� •:+•r' s'•i:f•'• '�;' 'i�Y;• +7r'{., .t'.< t4:Ra'i•'ir :r ;�•1-, •.• ,ice ' r. i ,:'r +• Y.r:'.11+}.i.;.•• . eddzess: a .t.V :i .�;.ri;•.: Tl L•% J,r :i:, i,°Trl' •r,l, -r: !ice :�.•, `lidiie:�• •-,� ..' j. C1 :.. -�:.r�3�ytkti• i<Y ••:t'1:•'t t11, 'f'•�r�•:•:��.•i :�, '•P ..!'y, r; rt",: l:+••' , •1, , 1, .(•,f:•:.•'. � yS:it'• ^+;• ''S:: i l:' ;:'r,•; ''i•,• .•y::` .:r ••; r •;i; •;), p• .i'n'�,.r •k a:• ,i'•_•L:,`j'f 6_ t� .Y:. ..i'•.+:.'''rOl1C F. ! .re.i'i:t't•�:yY.`:,j�:t: •Ci.<t:':• i r;//���� ' r'r:' :1:•• :ii •', i• :,`; ::•7�^t;^,q •t.Ylr.,:� r.;, :i'yq' r. .i S•t•i. •. t •j ,:o•r.! ;°{.fl•'1•'rr; •i�• '•r��,t.,ipt`;,!•}p•y ,C.-1 ,;}.:'�.a.+i::':ti L. •t , ni.�':t.,', '. �•,%. ' L• •.fit,; •• :+r�1'�''• n:'iu�'i. ''L '.t.i•;�:.. .},•Jt 'r..r.}+t.• ..tf,•_ ':�.. .t'. r'r.'✓'tY'r't�•fr '•`l'1 ff,�.�!ti`•'�C :t •l%.,t?I•.yti i:....t. •�a j•"_ '•. coin"gri. na»te:.;;r :�:•. _ . .;: i address' ..C1; �'S(', .�•r •,l r+ '•S•{•i •rI, .;;,r.tL=i ,!,•. )q .S.L1 �J••�':, �.'T•4 S`a..C: •R.•� wl.:;��r�:•:<w�,r ,�.,':.,, •, r�l-• :'f.(•::i::• •:y�," :.5•'.-.tj':iJ 4.=.!`:' {:{'.•.•y.S i:w'.�.� '•0.11C:':•�i: .f�` ••if..,. rti •t• i•���Seeure coverage as required under Section 25A of MGL 152 can lead to the imp Failure to osition of criminal penalties of a fine up to$1,50D.40 and/or on'e years'imprisonment as well as civil penalties in the foim of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that} copy of this ffice of Investigations of the DlAfor co statement maybe forwarded to the O verage verification. I do'hereby certi and r t e i d alties of perjury that the information provided above is true and correct • cti� Date _ � UO . Signature hone# SZ7 • �r 2 - 6 ► O.E., ' Print name CZT-\I C/1C - official we only do not write in this area to be completed by city or town officW Boom per mit/license# []Building Department city or town: ❑Licensing Board ❑Selectmen's Office [}check if immediate response is required ❑Health Department , contact person: phone#; []Other (sevbed Sept 7003) Information and Instructions. a •to ers to rovide•workers' c ensatidn for'their•. al Laws' ter 152 section 25,requires all emp y p ,i.,; Massachusett$Gener. f P person m the service of another under contract enVloy ; As quoted'from the `lav/', an employe is.defined as every p �y 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 rngre of the foregoing engaged in a'ioint enterprise,and including the legal iepresentatives of a deceased,ennployer, or the-receiver or partnership, association or other legal entity, employing employees. 'However-the owkier of trustee of an individual, dwelling houseying.'not'more than three apartments and who resides therein, or the,occupant bf'the:dwelling house of another who.employs,Persons to do.maintenance, construction or repair work on such dwelling house ar on the grounds or building appurtenant thereto shall not because of suchemployment.bedeemed to be;ari employer. MGL chapter 152 section 25 also'staies that every. state-or local licensing•agency shall ivithhold the issuance dr renewal of a license or permit,to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required: Additionally;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 t�e insurance requirements of this chapter have been presented to the contracting . authority. Applicants .. .. . Please the yuorkers' eoensaticar affidavit completely,by checking the box that applies to your sitaation., Please e address and hone numbers along with a certificate of insurance as all affidavits maybe submitted supply company nam , P • Industrial Accidents•for confitrnation of insurance coverage. Also be sure to sign and date the - t•of . artmen to theDep. 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 ofIndustrial Accidents. Should you have any questions regarding the"lave'or if you are artri=t at the number listedow- bel required to obtain a:workers. •cornpensationpphcy,please call the Dep , City or Towns . . . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the ffidavit for you to fill out in the event the Office of Investigations bias to contact you regarding the applicant. Please a sure to f ll;m the pernnt/hcense number which will be used as a reference number. The.affidavits may.be'.returned to or FAX othei'arrangem m ents have been ade. the Departmentby.mai� d h7ce to thank you in advance for you cooperation and should you have any questions, The Office of Investigations woul please do not hesitate to give us a call.•. The Department's address,telephone and fax number: . : • . •. • ,. . ' � The Commonwealth Of 11�Iassachusetts• Department.of Industrial Accidents office of ta"9090ons 600 Washington Street ' Boston,Ma. 02111 fax#: (617)727-7749 Affidavit of Substantial Financial Interest • of G , on oath ` _, '0� w+ a depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 2 S 7 , Parcel l 04 The address of the property is 16 Q���►- �-� 2. 1 have O % 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. Within in the last twelve months from today's date, which is 3- S" y , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is - identified in paragraph 1 above: Name Address Tp*t,O MID t C�oQERT a �.fiE. 6L>`.✓�.M Jc*+ B S ''g3s vkA o l4y'Z - GoKCn 1406tt K �1t�111'621N O� NE�L1. 13x 347 NKgµNtSAow'T w►q B Z6�7 • 4. Within the last twelve months, from today's date, which is 3-1;-ay , 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 5. Within this calendar year, I have submitted Lam. 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 �_ building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month,.I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. ,Within this month, I have"received _CL building permits for.property in which I have, a-1.% legal or equitable interest. Signed under the pains and penalties of perjury,.this S a of tw-M , 2004 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT PROJECT YIC� NAME: �lau-) j ADDRESS:__ 1,LC�1 ' Y1L� vi VI 1 S PERMIT# PERMIT DATE: I la 4y M/P: is"l to _I LARGE PLANS ARE FILED IN: BANKERS BOX Ls FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX '�,�4 VCR � PROJECT NAME: ADDRESS: Ci i Loc,,e> PERMIT# 17 i PERMIT DATE: -as I b M/P: R'� 1 Oq 0 D;� LARGE PLANS ARE FILED IN: BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX MAR-03-2004 09:15 MURPHY & MURPHY 15087753720 P.02 Doo:943,p 0710 1Kl-0,5-k!WA#J 1 1 :28 \ Ctf#:170788 BARWABLE LWJD CCH RT REGISTRY Bk 1774V P9290 "6115652 QUITCLAIM DEED Q We, Hugh G. O'Neill and Katharine F. O'Neill of Hyannisport, Barnstable County, Massachusetts 02647, for One Million Five Hundred Fifty Thousand ($1,550,000.00) Dollars, consideration paid, grant to Robert T.Jones of 335 Westford Road, Concord, Middlesex County, Massachusetts, 01742, with QUITCLAIM COVENANTS, the following property: A certain parcel of land described as Lot 2B, as shown a Plan of Land entitled "Plan of Land in (Hyannisport), Barnstable, Mass., for Hugh G. and Katharine F. O'Neill, scale 1" =40', dated Dec. 1, 1998, prepared-by Baxter& Nye, Inc., Registered Land Surveyors, Civil Engineers, Osterville, Mass. Said plan is recorded at Barnstable Registry of Deeds as Plan 555-61, A portion of the premises conveyed is registered land, and is shown on Plan 19844-A, dated March 1945, drawn by T.H. Stegmaier, Civil Engineer, and filed in the Land registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 66, Page 101, with C,eriiricace or i rue No. lucib1, and said land is shown thereon as Parcel D. See Registry District of Barnstable County Certificate of Title No. 82631, Said land is subject to the rights set forth in Document No. 259501, of said Registry District, and Barnstable County Registry of Deeds Book 3017, Page 332. ` MAR-03-2004 09:15 MURPHY & MURPHY 150e7753720 P.03 The Grantors hereby reserve for themselves, their successors and assigns, except as otherwise indicated in Paragraphs 3 and 4 below, the following easements, restrictions and reservations: 1. View Easement. A portion of Lot 213, shall be subject to a view easement in favor Lot 1 B, which view easement shall be perpetual and run with the land. The portion of Lot 213, that is subject to this view easement is shown as the"View Easement Area", and is shown on the sketch attached hereto and made a part hereof. Said view easement comprises the easterly portion of Lot 2B, running from the point of intersection between the 53.81 foot eastern boundary line, and the 21.48 boundary line shown on said sketch, and running in a southwesterly direction to a point on the north side of Edgehill Road located 41 feet east from the middle of a street catch basin located west of a concrete post of the metal gate on Edgehill Road, all as more particularly shown on said sketch. No structures or improvements of any type or nature shall be permitted within said View Easement Area including, but not limited to, structures, fencing (except for a rail fence not more than 4 feet high along the southeast lot.line), pools, swing sets and so-called jungle gyms, garages, sheds, or any other such improvements., The owners from time to time of Lot 213, shall be entitled to install and maintain landscaping in said View Easement Area, provided that no landscaping so installed and maintained shall be permitted to grow above a horizontal plane at the same elevation MAR-03-2004 09:16 MURPHY MURPHY 15087753?20 P.04 as the top of the foundation at the southwest corner of the single family residence presently located on Lot 1 B. The owner of Lot 2B shall have the right but not the obligation to trim and prune landscape features in existence on the date hereof, i.e., not installed by the owner of Lot 213, but there is reserved to the owner of Lot 1 B the right to enter upon the View Easement in accordance with the provisions hereinafter set forth and at such (Lot 1 B) owner's sole cost and expense for the purpose of trimming, pruning or otherwise maintaining those portions of such existing landscape features as exceed the height of the aforesaid horizontal plane. In the event that there is any violation of this view easement, the then owner of Lot 1 B, shall notify the then owner of Lot 2B in writing of said violation, and the said owner of Lot 2B shall have ten days to eliminate said violation. If at the expiration of said ten days the violation has not been eliminated, the then owner of Lot 1 B, his employees, contractors, servants and/or invitees shall have the right of access to said View Easement Area to remove said violations. Lot 28 shall be responsible for all reasonable costs and expenses incurred by Lot 1 B in connection therewith, and shall pay said amount within ten days of the mailing of notice of said amount from Lot 1 B, said notice to be accompanied by invoices or other written evidence of said costs and expenses. In the event that said sums are not paid in full within said time period, the owner f MAR-03-2004 09:16 MURPHY & MURPHY 15087753720 P.05 of Lot 16 shall be entitled to bring suit in a court of competent jurisdiction to secure said sums. The prevailing parties shall also be entitled to an award of costs and expenses incurred in connection with said suit including, but not limited to, attorneys fees.Access to the View Easement Area for purposes of exercising the rights of the owner of Lot 1 B as aforesaid shall only be over a common boundary of the View Easement with Lot 1 B, or the Edgehill Road street front boundary of the View Easement. 2, Seotic Easement. Grantor reserves an easement for themselves, their heirs, successors and assigns, running with the land, over a portion of Lot 2B, shown on the sketch attached hereto and made a part hereof, as the"Septic System Easement Area", for access to inspect, repair and maintain the existing septic system that serves Lot 1B. The access point to said Septic System Easement Area shall begin at the point of intersection of the 21,45 foot and 51.15 foot common boundary line shown on the attached sketch, and run southeasterly along the 51.15 foot boundary line for a distance of 32 feet. Such work shall be conducted in a neat, orderly fashion, and at the conclusion of said work, the disturbedi area shall be restored, to the extent practical, to the condition that P , existed prior to such maintenance and repair. All excavation shall be completed and the original grade restored as soon as reasonably practical. Prior to any entry upon Lot 2 B for the exercise of any rights reserved to the owner of Lot 18 under sections 1, 2 or 4 hereof, the then owner of Lot 1 B shall provide to the then owner of Lot2B, evidence of!Workers' Compensation Insurance, except that if the individual who is to conduct work under Paragraph 1 (View'Easement) or f MAR-03-2004 09:16 MURPHY & MURPHY 15097753720 P.06 Paragraph 4 (Vegetation Preservation Area) does not qualify for Workers' Compensation Insurance, that he will not be required to obtain the same provided that he provides evidence of liability insurance naming the owner of Lot 1 B as an additional insured, and wfth regard to the rights exercised with respect to the septic system, shall also provide evidence of Liability Insurance ($1 Million $3 Million) naming the owner of Lot 1 B as an additional insured. The requirement of liability insurance (but not Workmen's Compensation Insurance) shall also apply, in addition to the agents, servants, employees and invitees of the owner of the Lot 113, to the then owners of Lot 1 B. In the event that Lot 1 B desires to expand or replace the septic system, they shall not be entitled to construct said expansion or replacement within said Septic System Basement construct same on Lot 1 B. Upon the completion of said Area, but shall co p p expanded or replacement system and it becoming operational,all reserved rights with regard to said Septic System Easement Area shall terminate. The owner of Lot 1 B shall, upon request of the owner of Lot 2B sign and acknowledge a document in form suitable for recording (such document to be prepared at the sole cost and expense of the owner of Lot 26) confirming the termination of this Easement, when applicable, 3. Construction Restriction. (a) Grantor reserves a restriction for themselves and any of their children owning Lot 1 B, even if residing elsewhere, such that the construction of the principal dwelling house on Lot 2B shall be within the borders of the Registered Land parcel known as Lot I], and as shown on Land Court f MAR-03-2004 09:17 MURPHY & MURPHY 15087753720 P.07 Plan 19844-A(the 'Registered Landes portion). Any fencing to be constructed within the applicable zoning setback line of Lot 2B shall be limited to rail fencing not to exceed 4 feet in height, and fencing elsewhere upon the Premises, such as but not by way of limitation, picket fencing, shall be in good taste and shall be limited to the same height restriction. (b) No principal residence shall be allowed to be constructed on Lot 213 unless building plans, including all elevation plans shall be submitted to the Grantor, or their children then owning Lot 18, even if residing elsewhere (as applicable). The Grantor, or their children (as applicable as aforesaid) shall approve or disapprove said plans, in writing suitable for filing in the Land Registration Office,within 30 days of receipt thereof. The standard by which said plans are to be approved or disapproved is that the proposed improvements shall be "Consistent with the architectural style and character of the existing dwelling on Lot 1 B." If no such written " approval or disapproval is received by the owner of Lot 2B within thirty-five (35)days of the receipt by the appropriate party of such plans then the approval of plans shall be deemed granted, and an Affidavit of the owner of Lot 2B reciting the facts of such request and the absence of such a written response within the thirty-five(35)day time period shall be conclusive evidence of such approval when recorded in the Land Registration Office at Barnstable. In the event that approval is not so granted and construction of the disapproved plans proceeds, all costs and expenses incurred by Lot 9 B to enforce said restriction, including but not MAR-03-2004 09:17 MURPHY & MURPHY 15087753720 P.08 limited to demolition and attorneys1 fees shall be the sole responsibility of the then owner and subsequent owners of Lot 213. Said restrictive covenant shall remain for such time as Grantor or any of Grantors' children own Lot 1 B, even if residing elsewhere. In the event that said sums are not paid in full within said time period, Lot 1 B shall be entitled to bring suit in a court of competent jurisdiction to secure said sums. The prevailing parties shall also be entitled to an award of costs and expenses incurred in connection with said suit including but not limited to attorneys fees. 4. Vegetation Preservation Area. Grantor reserves for themselves, and their children owning Lot 9 B, even if residing elsewhere;the non-exclusive right to MAR-03-2004 09:18 MURPHY & MURPHY 15087753720 P.09 maintain the existing vegetation along a strip of land five (5)feet wide running parallel to and south of the northerly boundary of Lot 2B, such boundary having an aggregate linear distance of 131.71 feet as shown on the plan recorded in Plan Book 555, Page 61. Lot 2B shall be prohibited from removing any of said vegetation (unless such vegetation is dead), and Lot 1 B shall have the right of access and the obligation to maintain said Vegetation Preservation Area, so that the five (5) foot wide vegetated barrier is preserved. Being a portion of the premises conveyed to grantors by deed dated November 5, 1979, and recorded with said Deeds at Book 3017, Wade 332, and Certificate of Title No. 82631. Witness our hand and seals this Xl,,day of September, 2003. 6� Ffug O� ell( Katharine F. O'Neill MAR-03-2004 09:18 MURPHY & MURPHY 15087753720 P.10 COMMONWEALTH OF MASSACHUSETTS f ss Septembea , 2003 Then personally appeared the above-named Hugh G. O'Neill and acknowledged the foregoing instrument to be his free act and deed, before me, Notary Public ���,,'t�.- oP�� My commission expires: COMMONWEALTH OF MASSACHUSETTS ss September 2003 Then personally appeared the above-named Katharine F. O'Neill and acknowledged the foregoing instrument to be her free act and deed, before me, r Notary PubliG + �`�op��;U My commission expires: KNones Robert T\RCQC De®dO91203.09.dx r MAR-03-2004 09:19 MURPHY & MURPH`( 15087753720 P.11 L ZY 9A OND LOM ``� Phan Book 533 Pogo 06 _ L L7T le 1 Lxus MAP W T� °��~�, Plan Book 35$Pmp 61 Z C!T z.R VWQSTERED AREA AN♦ 2 a°s1*acre: � Olt" V sic EASOW ° c , LOT x?.R REiISTERER AREA SHOW AS LOT 0 LC. t AAll 21,491* w: yid In 0.4ft acres 11 l alld w Taft, Ano � s.rr .� Gc" *ATM ' �' VARIAaL, 4d943 • Y K � •mil Wow& loptk kasomnt Plan is Guam Lana 1$►annls Pam Nassaeituaatts D= WERENCS 9WK 3017 PAGE 332 — 334 ai CTF. 92631, Hugh 4. &Ko nrinn R, ON"# 50 0 50 100 B,qXTER,NYE A HOLMMEN INC. SCALE IN FEET &gi M and LAW SWfty ra !'•60' we 91 z Mafe weal,Otien+b,ML OWS -r�as��za•sr3� ��-csos�4za.�rsa TOTRL P.11 MAR-04-04 17:46 From:BOSTON PARTNERS 6176326222 T-221 P.02/02 Job-149 Mar o2 04 01:2aP E.J• Brown Town of Barnstable , `a• Regulatory Services • �.• � • Thomas F.Geiler,Airector . '°��ay'•4� Building Division Tom Perry, Btsildin;Commissioner 200\lair.Sweet, Hyatuus,�L�0?401 ` Far; i08.7h0-623Q Office: 508-862-4 0 3 S C),%nerMust Complete and Sion This Section If Using A Prep rty Builder as 0%ner of the subject Property' to act on my behalf, hereby authorim RpG As & RAORNEY, INC. in aU maners relative to work aurhorized by-this banding Permit application for(acidness of job) . �Of der Print 1`smr Q:roR.\ls-OV,tiZERYEFUI►ls�loN Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSofhvare Version 3.5 Release.le Data filename: C:\Program Files\Check\REScheck\#4055.rck PROJECT TITLE: New Custom Home CITY:Hyannis STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/03/04 DATE OF PLANS: 03-01-2004 PROJECT DESCRIPTION: The Jones Residence 16 Quail Lane Hyannisport,Ma. 02647 DESIGNER/CONTRACTOR- Rogers&Maey Custom Builders INC. P.O. Box 3rn 10 Osterville,Ma. 02655 PROJECT NOTES: MaCheck by Cape Cod Insulation INC. #4055 COMPLIANCE:Passes Maximum UA=742 Your Home UA=727 2.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss_ 1514 38.0 0.0 45 Ceiling 2: Cathedral Ceiling(no attic) 1882 30.0 0.0 64 Wall 1: Wood Frame, 16"o.c. 3818 21.0 0.0 158 Window 1: Wood Frame:Double Pane with Low-E 678 0.350 237 Window 2: Wood Frame:Double Pane with Low-E 96 0.310 30 Window 3: Wood Frame:Double Pane with Low-E 104 0.280 29 Door 1: Solid 20 0.400 8 Door 2: Solid 20 0.180 4 Door 3: Glass 106 0.330 35 Door 4: Glass 20 0.360 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2581 30.0 0.0 85 Floor 2: All-Wood Joist/Truss:Over Outside Air 84 28.0 0.0 3 Floor 3: All-Wood Joist/Truss:Over Unconditioned Space 672 30.0 0.01 22 Boiler 1: Other(Except Gas-Fired Steam), 82 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchecl and to comply with the mandatory requirements listed in the REScheckInspection Checklist. 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 CZOGrE QS VWIt4Q'K E%Y, XN-4 5 - Date 3 S► --6 Y r REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release le DATE: 03/03/04 PROJECT TITLE: New Custom Home Bldg. Dept. Use Ceilings: [ J I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?;[ ] Yes [.. ]No Comments: [ ] I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes ( ] No Comments: ( ] I 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: Doors: [ ] I 1. Door 1: Solid,U-factor: 0.400 Comments: [ ] I 2. Door 2: Solid,U-factor: 0.180 Comments: [ ] I 3. Door 3: Glass,U-factor:0.330 Comments: [ ] I 4. Door 4: Glass,U-factor. 0.360 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: [ ] I 2. Floor 2: All-Wood Joist/Truss:Over Outside Air,R-2&.0 cavity insulation Comments: [ ] I 3. Floor 3: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] I 1. Boiler 1: Other(Except Gas-Fired Steam), 82 AFUE or higher Make and Model Number J 4ir Leakage: [ •] I Joints,penetrations,and all other such openings in the building envelope that are sources of air i leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 I Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture i shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values, glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] I All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I . Temperature Controls: [ ] I 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. I . Heating and Cooling Equipment Sizing: [ ] I 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. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: E ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. r Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water . Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in.Inches by Pipe Sizes Piping System Types Range F 2"Runouts l"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 i Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Proposal Cape Cod Insulation , Inc . 455 Yarmouth Rd. Hyannis, MA 02601 508-775-1214 Fax- 508-778-5735 DATE ESTIMATE NO. 1-800-696-6611 3/3/2004 3863 Insulation,Gutters,Suspended Ceilings SUBMITTED TO JOB LOCATION Rogers& Niamey Inc. Box 310 16 Quail Lane Osterville MA 02665 JOB SPECIFICATIONS PRICE Ceilings with 10", R-38 unfaced batts with proper vents installed at eaves, and 6 mil poly. 15,300.00 Exterior walls with 5 1/2 R-21 unfaced batts with 6 mil polyethelene vapor barrior. Stairwell with 3", R-13 unfaced batts, with 6 mil poly. Basement Ceiling/ Garage ceiling with 10" R-30 Kraft faced batts with support rods. Slopes with 8", R-30 High density Kraft faced batts with proper vents. Kneewalls with 6" R-19 unfaced batts, with 6 mil poly. Between floors with 6" sound batts. Plates and runners with 6" R-19 Kraft faced batts. All interior walls with 3 1/2 sound Batts. Garage walls with 6" R-19 unfaced batts, with 6 mil poly. l CONTRACT PRICE $15,300.00 Keith Presswood Proposal is good for 60 days unless otherwise noted Work will be performed in a professional workmanlike manner. Jobsites are to be kept clean and free of any work hazards. Any alteration or deviation from the above specifications involving extra costs will be executed upon written or verbal orders,and will become an extra charge over and above the estimate, All agreements contingent upon strikes,accidents or delays beyond our control. Our workers are fully covered by workmen compensation insurance and we will famish you a copy upon your request and your signing of this proposal. Owner to carry any other necessary insurances. One third of payment is due upon acceptance of this proposal with the remaining balance due upon completion_ All invoices unpaid after 30 days will be subject to a 1 1/2%monthly interest charge. Customer is responsible for any collection costs incurred Thank you for the opportunity to bid on your project. Acceptance Signature �cked p { r _ r tJ TC'P� STABLE BUILDING PERMIT APPLICATIOr; D Irk, Map Parcel 0 ". .,� : _. i Permit# / y� g t t F., ;jLt r Health Division Date Issued l0 Y G 3 Conservation Division s �� a PK' %1/; f/ .��^ Q 00 .- 4; Y Application Fee, t 4- Tax Collector ODc I (75 pIV� —�/v��. Permit Fee /So . . , 7° S`� a �Treasurer ST C Planning Dept. PC f o lVi T M TITLE 5 EN1/9I;O,a y9-uNITAL CODE AN[ Date Definitive Plan Approved by Planning Board pre.A -0. fr r 0UL A 710tgq 1 Historic-OKH Preservation/Hyannis Project Street Address ll L ,9/'//_'' � Village Owner 1716,f 0 ,/� ��i%t/�' �� =�'/� Address 4e,1111 ram? ilkho Telephone �5'0? 7 2/ '� f Permit Request �0-0-0 . )/A/ Square feet: 1st floor: existing prop edc�?Q 2nd floor: ist g p posed Total new Zoning District ^f Flood PI in v6 Gro ndw er Ove ay Project Valuatio 600, Co struction Ty 44 Lot Size � �� G -ndfathere • ❑Ye If ye , attach supporting documentation. Dwelling Type: Single Family 0 T amily 0 Multi- mily(# nits) Age of Existing Structure Histori House: Cl Yes id<o' On Old King's Highway: ❑Yes Basement Type: ®'Full ❑Cr O Wa ou Other Basement Finished Area(sq.ft.) 'Basement Unfinished Area(sq.ft) - Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing — new Total Room Count(not including baths): existing new First Floor Room Count t� Heat Type and Fuel: O Gas ®Oil ❑ Electric ❑Other Central Air: df Yes ❑ No Fireplaces:Existing New Existing wood/coal stove: O Yes a< Detached garage:0 existing ❑new size Pool:O existing 0 new size — Barn:O existing 0 new size Attached garage:Rrexisting Bln"ew size.A_ Qq Shed:O existing. D new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes 01"No If yes,site plan review# Current Use Proposed Use �y BUILDER INFORMATION Name elephone Number ' �L0� Address License# C 0(P (0 Home Improvement Contractor# ��3® Worker's Compensation# 'ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �D �� DATE FOR OFFICIAL USE ONLY - r PERMIT NO-. ATE ISSUED MAP/PARCEL NO.' ESS VILLAGE - DATE OF INSPECTION: _ FOUNDATION .r FRAME k. INSULATION f•f 4 - FIREPLACE ' •- ELECTRICAL:: 'ROUGH FINAL PLUMBING: ` `ROUGH FINAL .. GAS: ROUGH - FINAL - FINAL BUILDING _ DATE CLOSED OUT ASSOCIATION PLAN NO. " y t sl "1 tinvhW17PIP 04 { �I and The rZtELITY 1XMK, Exe6"Cr o€ the Will of Dbroth" H. Rehr, y ! bn its 'I has cmed these preaents tC be s°.gned In its nits Corporate z I behalf by Its hareuntb muthdriaed officers and its eorPerate sea: ,1 to b t' e herrta affixed this trN day of lekatnn4s 1979, 1 nne tie r ov MAHiALtH pt 1AAS;ACHUS8n5 THE rxDGLiTY DANK' JQ ."'.'� ty•y9,th my Vice President STATE of CAMFOR1I21% I� kx 1979 Santa N, oaf PGfo•tk'& 5, y Then personally appeared the abOVe named AMA RDHR MOAmpns, Executor Bndgr the will of norathoa 5. Rehr, and 1 acknowledged tho ¢oragainq instrument. to be her £rae act and dead, before me } dry u c LIIMMI.Mime a CMThi My Comission expires Wktv 4,/V/ SAMtA!AU!�p OkTY ry M�.a,wphq dA !Q l � fCSMMONWAAL^H OE' "SRACHUSZTTb / Darn6table, S4. lv"V°1'44 r�v 1979 Then personally appeared Robert L. IPPolde, Vice President of THE MELSTY BANV and eaknowledgmd the foregoih9 i �no.Er1LoOnt to be his !CBr, aCt and deed and the free Ut e:1d deed Il rf TAE rrOE2rXkY` KAOK ax Philadelphia, EMp;:utor under the will of borsthea S. Rehr, before the 1 +` (AVE$ omntieeibn ex � Q t�'�• I BARNSTAA0 Op hJ }s SG ST 0 OS A TRUE COPY, 1 JOHN P,WAP R I TER IoR Nov zo 1979 S T J ` l r�rr.w.r��w-+•r.r...r ....._..._..... r• .�.ru.rr..mn -.�..r....rwn ...._..._.ru...."�� ....r.n--.....�..r..__r.r..rri � 3 f 17UMV !South 19' 20' 5011 west in the naxth lift* of Edgahi:1 Rr;a$ i, 6O':act; 41a4 9i%100 '16.=73 iCntl !°hdCC.Q South 726 09' 90" wOgn Lrs the north ling of Edgehill Road thi Ay�ni� t end C3,r:.^Q (39.031 Loot tC Lot 2 on Plan her.inafter fee;,.IrflaJI Th,!nce p'arsn 2S' 371 CO' zstrt ::y eald Lot 2 eighty-six and 61/.100 156.67+ feet to a aotm.ate bounds "Rti5n90 :9o-i:tl 641 IV 2�.' 141E` by SA.',� etc* r1, ,M- by-dreg fclrty- i euv4n and L /l fi .;14;. C1 'ooi� to a eonerote bound at r®gistertc! � 1 jana shown 95 Lztl 9 Cn :area Cctt.:t ?1aa AP044,g and inclod&— i within Paso Lot 2 on pier 'r.u::33naftAr tnentionada i Th.ri.+s fe4rr:a ?!* 17, QC" 35Nt tv bald registered imria Ag! "sin sei wA 2 rs].ryCt ant' 71,/1.00 {11.713 4ou1r to a gnrroto bounds Thence North 19" 401 01" Gast by other lani within said SAt 2 EftY-four and 03r100 (5A.03) feat to a Concrete boun4l ,d%eTnao Nr.,vth 64" 0o' lD" We0t by vth:r Land within said Got 2 one ijundse4 Elva f105) Coat to the concrete bound at the &1Pe45 � oC bojirnAn^ Contolning >�'� a�.d 44/100 (2.44) aC;.oa and being Lot l on 151er. o' Ltlr{! in f!as*rntatl* (PSysn^1Avort) Maas, for the Edtai.a Of � C�o.rnti.:c a. Itsyx dated sRr�k. I'-; 1979 by uaxk4r 6 Nys, Inc. r Roylsterod Land 9urvoyo.'S to be iiloe herewith. Doing a portion OE the SeCC7d parcel in dead of Chariot w, Bosworth ArA the Union cruet Com_aany Of Springfield, Massachusetts, :rustcmt { under tho will of Ilemor L. Bosworth to•Vietov E, Rohr orid r Dorothea a. Rohr by deed dated karah 2C, 1942, reRorded in 33azhstablo County Aepi9try 0! Deeds, Book 591i Fags 36. The 111 1 hitlo of OOrQLhen 8. Rohr waa by gurvjvoxehig, amid Victor E. ,:Rohr, Iota OE Dryn lyowr, PsnysYlvoFia, having died on pecomber 1966. 'Cogothor with tha Appurtenant right to uao and Maintain for the eeWaga sygtpm soavicting said Lot 1 the existing Edp'tlC tank And 1 tilt Field on tho portion of Lot 2 on said plan east of the ' Rogiatored Lands $h®Wn Ae Lot C on Land Court Plan 19844A, such right to tarr�inate if the owners Of Lot 1 atria to use said sepicjv tank and tale Ciclil. $ubjuct to tho rot; oetate taxes for the current year w3:ieh the grantont4 uY the accoptanoc cf this deed asal3re and aq,ea to pay. ,[N WITNESS WutettriU, , she said nNNti ..:;IR 40AT'.I4, vtixoeuter of he 1 wit. oP norcthoa S. Rohr, 1+ss hereunto sat her Uand and seal, f t . ... .._...�.�,r....._ _ �__._ r_ _......err.._......_. ..._ ._��_____..r.� s { i ' 040 iS 2HE FInbLLTy bArJe: � �i'e _acelphia, in the Co>n,ncnwealth df , i IPennsylvania, 8nd RNNL" i�tsHR MO,�TOv of ;e4S A1t09, in the S*.,,4t� t 01 k;rli.".vj Lila 0 mmZQV'9o33a as rtie WILL of DOROTHOA S. Rnit, lata : of Bxyn Mawr, Mentwomory County, pannsylvanf.e, by power oon"_erred by 40aree and license of the Brobbts Court E o£ Barnstable CL?uAty, Masasshusetts, dated hlu ; ,rat*: `gi i4"�' fox One Huldxed Ninety Thousand (190,000) po11,tJF� paid,. j (grant to t4"jj 0. 0`vStLLgpd FATHAZINS F. D'N4iLL,husband and i wits. of to high Street, AnhIand, Mat0evh%'8dtts 621'J5, t')n;►lltD. t.•:rl l:nr, :ti1.L1 :he bulldirgt+ therCar., in jBarnstable, Aarnstable County, Maaexehusette, in the Village a"- fI Hyan"isoort, 49-eall d, bounded and desoYibed sa £011ata J eti �.c:'.ina nt. s otatCret= bo+rn.1 !.n the edBY l;ng of Quei1 Lana nq, ;c,+' ¢last in said east line fifty-two and fKot :;-on a concrete bound at tho northwest ouruer of rb9iSteagd "tl Oho°rti es Lot 0 an Land Cet:rt elan �i � 19g4QA; Th_tsG{• t3nC{7 :g° ti` "•{t "aQt in the caat dine 01 Q4a i LAne ` 1 fi.+y-tltr� ,ova= I`fi:'•:'0 (:,5•:3} Yset to a nor.=eta bounds i rH I } • i Thcr.�:a P:arth 250 59' bk" iruwL in peso in the east line of Quail Larva .2rA it r>o!xt 3n lims of land o1 P'ca+t=-6 ::. PiliCy and Nary C'. tw:. 4un3rnd give and d5l1i+0 fees to a past; i ThenCB South 53' $4' 31,, Bast by last names' Lana one hundred twenty-live and $41100 1125,S41 fmatt 63, Sd' 50,, East by Sand" of Edward 61. Mahzr. eighty- eight and 90/190 (8$.90 £set to a pest; Thence t;q:t''.''• 74' a;' 25^ WOot by Scat r=vd land tw6nty-!our and 98i100 i34.98} feet to n maabls bcurdf Thence 620 :�, 01" T02 t 't? last nam'�d land Ono run dred j ninete6:t nt:d V11Pr feet,r I :' Thence A00th 671 34' W s'ut by :.auf: ;aar-diE !VZO, twelva and 32/100 (13.331 t9eL to a% ytartt booed; ' Thanda South 25' 55' 35,, west by land of Zaren savor ones hundred k gwonty-eight and 93/100 (120.93} feat to A aancret0 bounds itmnce 5out:: yeot by Lent narld l�s1d nighty-fiVe and ti 45/100 (85.40 fact to a Concrete bounds Thence South 25° 30' 50,, Waat by last named rand one hundred two and 23/100 (102.23) lest to a Zoncrete bound in the north lies of sagehill Road; I The Commonwealth of Massachusetts - -- Department of Industrial Accidents Office oflnyesti9atfoA7s 600 Washington Street Boston,Mass. 02111 Workers' Compensation om ensation Insurance Affidavit / ' CG name, � ,�I(/ / C, location S Cp ci /S . �A ❑ I am a homeowner performing all work myself ❑ I am a sole r rietor and have no one workin in ca acitp /%/ so Ye // t nd ha /�O/%%/%% %/%%/%//%//%i/%%%/e/S%/w/%//%////////g/n/%//this %°h n rs co ensation for map P :• :«:.{' }x4 .�.:' :>: £: <:?;'-]} U' •w „:;<< 'din worke 7m�nn r,.w:i.• :�•`:•:Y�n:::+•,.Y`. tr..:J:•:t?•'.�•a:Y••r.;' •}c`::::?C+.•,.{ .`i`•, �7 <$j`>::?:;i$$$$$>}>:?. efF.. x,.}';?x\4$•;+ :,4;?';}jj a K.•..:: em to of g }.4::, a+•: }.:. •.. :9•.>::::G.!J :w.;. 3r t2 i} 4',3 ;a:'c, .:.} rur w\.' 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E mn'raCeeorr:%sh?4::x•::,.:.4:, }Y...{.. enal@n of A�enp to 51,40o.Q0 md/or fired snider Section 25A of MGL 152 csa lead to the imposdon of criminal p Faos�to 56�coverager� der S ec io the form of a STOP WOE ORDEH a Hae of 3loo,00 a day against me. I miderstand that a one yam' prLsonmeat as rreII ae civn p ations of the wA for coverage veridcation. copy of this state=entm'i'y be for*ardod to the Office o[Ingestig _ en 'es o ury that the info ation provided above is trtu and eorrtct I do hereby certify under the p . - Date Si tore �. Phone# Print name oifldal use Gray do not write in this area to be completed by city or town official . -. ` ❑Biiliding Department• a tense# perndt/11 Qlicersmg Board dry or town: ❑Selectmen's Office ❑check if immediate response is required Health Department phone#; Other ' contact person' eviaed 9195 PtA) Information and Instructions Massachusetts General Laws chapterre es all employers to provide workers' compensation for their I� 152 section 25 � employees. As quoted from the "law", an employee is defined as every person in the service of another under any c9ntract of hire, express or implied, oral or written. artnershi An employer is ned as an individual, p p, association corporation'or other legal entity, or any two or more of defi 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 section 25 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 construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate 'of insurance as all affidavits maybe submitted to the Department of-Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the'affcdaviL 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 obtaini a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that 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 peimitllicense number which will be used as a reference number. The affidavits may be retuned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. not hesitate to give us a call. Please do low The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of 111Yesugatlons 600 Washington Street Boston, Ma. 02111 fan#: (617) 727-7749 a. «171 727-4900 ext. 406. 409 or 375 NOTICE NOTICE TO TO 0 - EMPLOYEES EMPLOYEE,, .v,s The 'Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 - http://www.r-ass.gov/dia As required by Massachusetts General 'aw, Chapter 152, SectiorS 21, 22 & 30, this will give you notice that I (we) have provided for payment to cur injured employees under:he above-mentioned chapter by insuring with: Granite State Insurance Company — NAME OF INSURANCE CC%%=ANY ADDRESS OF INSURANCE C2'v1PANY VVC3204046 c r=CTIVE DATES POLICY NUMBER ROGERS & GRAY INS AGENCY 434 RTE 134, SO. DENNIS, MA 02660-9601 Rnn 553 1861 ti11^_.,1v1E OF INSURANCE A.GE NT ADDRESS PHONE j Rycon Corp., 1469 Mary Dunn Rd., PO Box 212, Barnstable, MA 02630 EMPLOYER ADDRESS E,MPLOYEER'S VVOP,KERS' COMPENSATION OFFICER (IF ANY) DA­i E MEDICAL TREATMENT The above named insurer is required in cases of personal injures _-;sing out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the VJcrker's Compensation Act. A copy of the First Report of Injury :rust be given to the injured employee. The employee may select his or her own physician. The reasonable ost of the services provided by the treating, physician will be paid by the insurer, if the treatment is necessary _rd reasonably connected to the work re!ated injury. In cases requiring hospital attention, employees are hereby -otined that the insurer has arranged for such attention at the ANY ACCREDITED HOSPITAL NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER WC 7506g (2-02)UNIFORM INFORMn1,1CN SERVICES,INC. 7so CMK Appends J' - Table JSZ.lb(continued) iI Fuels Prescriptive Packages for due and Tw*41wily Residential Buildings Heated with Fosa MA}CtMUM MINIMUM Slab Hcating/Cooling Glazing Glazing Cciling Well Floor B&wm=t perimeter Equipment Micieacy' Area'('/o) U-value= R-value] R-value' A values Wall R-value' &��' Package 5701 to 6500 Heating Degree Days 6 Normal Q 12'/4 0.40 3813 19 10 6 Normal R 12% 0.52 30 I9 19 10 85 AFUE g 12'/0 0.50 38 13 19 10 6 N Normal T 15'/. 036 38 13 � �A 6 Normal U 15% 0.46 38 19 19 IO NIA 85 AFUE V 159/4 0.44 38 13 25 N/A 6 85 AFUE W 15% 0.52 30 19 19 10 N/A Normal }[ lBYe 032 38 13 25 N/A N/A Normal y l 10 6 8% 0.42 38 19 29 90 AFUE Z 18% 0.42 38 13 19 10 90 ACM AA 18% 0.50 30 19 14 IO 6 1. ADD RESS OF PROPERTY: 16 • 6�S SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 2. Q d� 17 3. SQUARE FOOTAGE OF ALL GLAZING: S 4, %GLAZING AREA(#3 DIVIDED BY#2): �7 a 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303 a - L. • . ' Y 780 CMR Appendix J Footnotes to Table,T8.2.Ib: I Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors) to the gross wall area, expressed as a percentage.Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 if of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. 3 The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation.thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example, an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. ' The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned b,uements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-vafue requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see-Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge, or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). A^I Affidavit of Substantial Financial Interest of Xocow LO�00 , on oath depose and state as follows: 1. 1 am an applicant for a building permit for th property located at Map ) Parcel ` . The address of the property is (QUA; 'Snoxvt 2. 1 have % 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. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address wn fir' d"I'l y 4. Within the last twelve months, from today's date, which is 8 0?9 O 3 , 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 5. Within this calendar year, I have submitted 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 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted - building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received -4- building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,thisATday of 200'.2-) 2001-00waffin O/LOTTERY/AFFIDAVIT - w .1 BOARD OF BUILDING REGULATIONS ¢ License: CONSTRUCTION SUPERVISOR '.° Number �C 069004 I p y Expires 0.5/26/2004_ -,Tr.no: 22034 Restricted a b i II 1 WILLIAM A RILEV"'�,r_: I PBX 212/1469 M4YTDUNN'R0," BARNS TABLE, MA 0263q =.f Administrator n•. `-�/ / Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement-Contractor Registration Registration: 116495 i , s. Type: Private Corporation RYCON CORP ` `�` Expiration: 6/21/2004 i WILLIAM RILEY 1469 MARY DUNN RD / Box 212 — BARNSTABLE, MA 02630 . y--4 �r.. Update Address and return card. Mark reason for change. 1°arn�noou�e n Address i-_l Renewal iEmployment ' Lost Card Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR License or registration valid for individul use only - - before the expiration date. If found return to: Registration 1i16495-- Board of Building Regulations and Standards ,Ex--'I io'n gj2'jy2004 One Ashburton Place Rm 1301 (E ;Type Private Corporation . Boston,Ma.02108 RYCON CORP WILLIAM RILEY `�''\ 1469 MARY DUNN —gbic 212 BARNSTABLE,'MA 02630 � RESIDENTIAL BUILDING PERMI FEES ' _ APPLICATION FEE o 0 New Buildings,Additions $50.00 Alterations/Renovations S25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE d square feet x$96/sq.foot 4 4��?00x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EMS'TING SPACE _ square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new budding Permit: x.0031= -- square feet x$961sq.foot= STAND ALONE PERMITS Open Porch _ _x$30.00= (number) - x$30.00= Deck (number) x$25.00= O Firepiace/ChimneY (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 - (plus above if applicable) P licable ) Permit Fee l �p Town of Barnstable Regulatory Services Thom-P.Get0.?r;21"rector RLaIdiqu,Dkidslolll . Toms Per7z , Building CoMmMoner 200 Main Stew,, HYA=Iis,MA 02601 office: 508-862-44038 p&x; 508-79MZ30 PfOperty Owner Must Complete and Sign This Section If Using,A, Builder 4j v '" � ' 1��- ,as Ovm=of the subi ect propel Cc► 4�Z� dr`/ act on behal mp f,. lxexeli7 authorize _ r to k all=ttets teladve to wotk authored b7 this buildiaag pa=it application for: (Addreas ofjob) Signature of Comet ate ptltit Natal 4;4-ha i nG n nn n n.r1TiTTTC')T74T1T RtP BTr'oll Td WHTO-TT LZ _ LE 10 :46 AM WEATHEP,'REPS 50S 626 8646 Los UV'M-1 F; P 33 .11U.S AN:7 REGULOTIMNS UK [HE Poll C)"O, 40 kt. ;' eloc" CS ecON L G61APH;C*. SCALE' pAkCI :4 Sly I s f L MLA - 4VAO i.t'. Ilk% mumim.'r ?1' rRONTSITHACk Ow, hp. Si 0- 1111 Af� Guii.Dist f4r1f' r 10 RID S.S. ti PC .11vig F No. cc.4,k "'J444 X Irmo. 46V 42M, I Ou 18.15 It -71 1 1 tT 54940 WD. 44 ell 45 VA,1,51.1 qOlIY ...41 L if it, MAW Of (AND 844 NSTASLE MA$S. MR A�11)�OCOVAL I)NDF.WNIF RUAN VISION'TIOL LAW 040? PEOVIII(.0 MUCH Or. � KATHARINE F. O-NEILL 004 '-CAIC I- m 4()' DATE! UC. 1.1998 fAXIE11 L NYC tNC Rt GiSfUtED LAND SURYLYIPS �'.nWiAANU VAT14 THL ZONING CIViL LN%dNTUPS .,AmN�mcr PENI1?Jm. EhTq IIA.4 11STIRN111,ij,, 11A11 RfIf4 MASH Of kFOO10 a. FNE AISOVE ENDORY.M.1.4 .rim The Town of Barnstable 94, 169. `0�' Department of Health Safety and Environmental Services ATFDMA'ta Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-90-6230 Building Commissioner DATE: March 11,2000 TO: Mary Blake,Assistant Accountant FROM: Kathy Maloney, Office Assistant 0 RE: Refund of permit fee Attached is paperwork requesting a refund of a building permit fee of$1,395.00 and an Inclusionary Housing fee of$3,026.00. The permit was never exercised and has now been voided. Copies of the canceled checks and voided permit are attached. cc: William A.Riley,President,RYCON Corp. refund CUSTOM PRECISION DESIGN AND QUALITY CONSTRUCTION -RYCO April 7, 2000 Building Department BARNSTABLE TOWNSHIP 367 Main Street Hyannis, MA 02601 Attn: Kathy Maloney RE: 16(wail Lane, Hyannis Dear Kathy: This letter will serve as authorization to withdraw and void all building permits pertaining to 16 Quail Lane in Hyannis. We are also requesting that the bond be returned. The project has been terminated and we are attaching copies of the cancelled checks for reimbursement to RYCON. Itemization of said fees are as follows: Building Permit Fee $1,395.00 Health Department 100.00 Affordable Housing Fee 3,026.00 TOTAL $4,521.00 Thank you for your prompt attention in this matter. Sincerely yours, RYCON CORPO ATI N William A. Ril President Attachments WAR/Ijt RYCON CORP., P.O. BOX 212, BARNSTABLE, MA 02630 FAX (508) 36279334 PHONE (508) 362-5456 C-F'JD P- 8, T 642 7916 . 00 0C)OOC)C4,1:�0C 0i. 10--09 3 Co t.7 APE CtCE-1 E.) & T C!1 -7 4'-- 01--;Ell cici 000�107.41JOC.-:- 0 0701.40770 0110-0001.-5 C, C) gtoo C P�p EC00 P T. -4 -7C z" to 0 0 o o o ij. 01�lcil- C. i 1 0 0 1-) cl o--il- C, oo ly QUERY PERMITS: QUERY END QUERY P AMITS It -14 PENTAMATION----------------------------------------------------------- 04/11/00 PERMIT NUMBER 44530 PARCEL ID 000 000 184 16 QUAIL LANE PERMIT TYPE BUILD NEW RESIDENTIAL BLDG PMT DESCRIPTION 2 STORY SING. FAM. DWELLING SEPTIC NO. 2000-12 CONTRACTOR PERMIT FEE 1395. 00 VARIANCE STATUS 0 PERMIT VOID/FEE REFUNDED CONSTRUCTION TYPE 101 GROUP TYPE 1 APPLICATION 03/06/2000 EXPIRATION VALUATION 450000. 00 DATE ISSUED 03/06/2000 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N)EXT/ (P)REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F)EES/ _ (A)RCHITECTS/ (V) IOLATION/ (E)XIT PENTAMATION------------------------------------------------------------04/11/00 PERMIT NO 44530 PARCEL ID 000 000 184 16 QUAIL LANE PERMIT TYPE BUILD DESCRIPTION FEE CODE FLAT/BASE FEE TOTAL UNIT COST AMOUNT PAID RESVALUE 0. 00 1395. 00 1395. 00 TOTAL CHARGES FOR PERMIT 1395. 00 CTRL-0 UNITS CHARGED/ CTRL-W PAYMENTS/ CTRL-V VALUATION/OTHER UNITS/ ESC EXIT TOWN OF BARNSTABLE ' BUILDINQ PERMIT PARCEL ID 000 000 184 GEOBASE ID ADDRESS 16 QUAIL LANE PHONE HYANNIS ., ZIP LOT 2B BLOCK OT SIZE DBA DEVELOPME&T DIS ICT PERMIT TYPE 4I30 �ffffIPTION � TR Big? X I, SEPTIC NO.2000-12+ LD CONTRACTORS: WI L IAM RILEY epa ment of Health, Safety ARCHITECTS: an nvironmental Services TOTAL FEES: $1,395. 0 BOND $. 0 CONSTRUCTION COSTS $4R ,000 00 101 SINGLE FAM E DE ACHED 1 P VATE P ar Enx '► * ■ARIVSTABLF, • MASS. 1639. ED MA'S l' BUILDI � D VISIO BY / DATE ISSUED 03/06/200 EXPI ION DATE `J TOWN, OF BARNSI'ABLig ` BU I L-D-1-N 'PFMMIT PARCEL-. ID 000 000 164 GEORASE I: ADDRESS 16 QUAIL LANE PHOI�E iYANNIS %,IP; ` LOT ZI3 BLOCK �,,* ADC` , DSA DEVEI,C1?�I�,` T DI,.'�ICT HAIR`l TYPE � � " L� I P�`I O� E T ��I � �� �� � +x L� I CONT'RACTORS•. WI Ls AAA RILEY ' Department of Health;:Safety ARCftl:TL CTS; i j anAnvironniental.Services IN OND $ 100 CONSTRUCTION COSTS $450,(3ti0�00 , � Qi► 101 SINGLE E 1~'Afi, > 7i412 D 'I°ACHED I . � IVATS Pl s.*4 * ARNSTABLE� • . MAS& NA�►I r BUILDING DIVISION, DATE ISSN E'D ' 03/06/2 O EXPIRA'�ION •DA.r THIS PERMIT PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,AL Y OR SI EWALK-OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMI . ED UN ER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET.OR- ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWE M BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE.OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS ANY APPLICABLE SUBDIVISION RESTRICTIONS. ' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED P S MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE "THIS CA KEP POSTED UNTIL.FINAL INSPECTION- 1.FOUNDATIONS OR FOOTINGS - `PERMITS ARE REQUIRED FOR ! � 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BE MADE.WHERE A'CERTIFICATE OF-OCCU-.- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY S REQUIR SUCH BUILDING SHALL BE "ANICAL INSTALLATIONS. . 3.INSULATION. OCC IED UNTIL FI L INSPECTION HAS BEEN MADE" 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS , • IT IS VISIBLE FROM • BUILDING INSPECTION APPROVALS LUMBING INSPECTION PROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 k, .3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH. ', ' OTHER: SITE PLAN REVIEW APPROVAL 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 T.EL'EPHONE OR WRITTEN NOTIFICA TION: NOTED ABOVE. TION, BUILDING PERMIT EST/MATED PROJECT COST WORKSHEET ` Value LIVING SPACE b6a o square feet X$55/sq. foot GARAGE (UNFINISHED) square feet X$25/sq. foot= S� PORCH D 0 _square feet X$20/sq. foot= lei D4 y DECK -Z�'- square feet X$15/sq. foot= . OTHER — square feet X$??/sq. foot= Total Estimated Project Cost For Office Use Only InclusionarY Affordable Housl g Fee g4esidential Commercial" Property Owner's Name Project Location A� "I/ARnJc Project Value Y,2 Q/ 066 Permit Number T?"� **Existing Sq. Ft. **Proposed New Sq. Ff. Fee$ "Jox IAHFORM 1/3/00 - TOWN OF B_ARNSTABLE BUILDING PERMIT APPLICATION t6,00 60 x Map 7 Parcel ��� ! S• Permit# � ; � �l � g Health Division ;?love ��i�L �� � _ � Date Issued Conservation Division 3 0 Fee Tax Collector1' Treasurer SEPTIC SYSTEM MUST EE ` INSTALLED IN COMPLIAN Planning Dept. o e -',s C' >. ► � VATH T- ITL.E 5 Date Definitive Plan Approved b,y Planning Board �'! L/ ' ®NNIENTAL C®�E �+� Historic-OKH tl Preservation/Hyannis / ` Project Street Address <7� cX(a�i ��fvC'i `1�� LOT. Village Owner r d V ed( Address �1.� 41 A AJ5:— Telephone �/ ' ,/ �I ` Permit Request /�G J f10MF COAi47e cm,, P Square feet: 1st floor: existing proposed 2nd floor: existing 4/ proposed Total new�� �5 Estimated Project Cost 5Q D D,06 Zoning District Flood Plain Groundwater Overlay Construction Type �n� Lot Size �3,y� Grandfathered: ❑Yes .❑No If yes, attach supporting documentation. Dwelling Type: Single Familyµ C� Two Family ❑ Multi-Family'-(#units) Age of Existing Structure r e-�'`� Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: C 411 ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 6 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new "First Floor Room Count Heat Type and Fuel: Ef Gas ❑y0il ❑Electric ❑Other Central Air: Wr' es ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size a�� Shed:❑existing ❑new-size Other:, Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Com'rnercial ❑Yes &N' o If'yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 6 P • (,udI l e� Telephone Number E Address A•" � 1.r��� �,� License# 1 rA, A& -d,2 6 SD Home Improvement Contractor# Worker's Compensation# C.�6�v ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,DATE ` r� ^0 C' ' t FOR OFFICIAL USE-ONLY PERMIT-NO. r f DATE ISSUED MAP/PARCEL NO. • ' } t - f t t sr ADDRESS. VILLAGE _ — • .4 - - OWNER �. DATE OF INSPECTI r. FOUNDATION FRAME INSULATION, , M S FIREPLACE- ELECTRICAL: ROUGI + FINALE PLUMBING: ROUGI FINAL ?. GAS: ROUGI 3- FINAL FINAL BUILDING ' P" , DATE CLOSED OUTS t _ •� ASSOCIATION PLAN NO. i ne Lommonweuunuj ' Department of Industrial Accidents excc 01119FOSMORaoas ` _ t 600 Washington Street c}` Boston,Mass. 02111 ' Workers' Com ensation Insurance Affidavit name: location- city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole 'et or and have no one woridn in a�ca aclty ❑ I am an empl roviding workers'compensation for my employees working on this job. :::::.: .:.::::::::::::::::::::::::::::: ::::: :..:. �.. :.::.:....::.::.::::.:.:::.::::<.;:;..;:.::.:::.;::..:.::::.:.::: ... ::::::::::.:::::::.:::.. ::...:.::::::::.. .:::::::::.. .....................................:.:::..::::.::............. Com an :.name.: ... ::;:::>:.:::.:.;:::::...........::> <:> :;: :<:: r> ....._....:;:.:.: ;:: ,:; :z::;:;.... :.:;. address:..:. . :;:.;: cihn-: � .. _ _..... .. .. phone#.. ... d ... _..... insuranceca::. .. x. ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices:....:..: .::::::::::.:::::::::.:::.:::::::::::::::::::::.::.::::::::::.:::...::::::..::::::::;:::::::. :::::.::::.::::::.:::..;:.;;;.,:..:,.,;>,>.:.;:. :.::;::e < j%? [> 2i[; ii ;? ` 2 %%?%' i`'" i;i;:>::;;;:<. ri; :;a;i: i;`; ;;Z?i a :;?y:[:;:::?aitj:�i2i' {: '3 `<[;; :� >.?:i:i:=:::< ?::'_: comnany nam addle »:>:' .,.. city}..::::::>»`<» ><< MM 'o r?= {:}'(::isi::v:i:::i'.t:::>i::}:i:�:�:::i::%>�::i::ii:ii::}iON" iv::S::iy::j::i::i•{•:y'::: ............ r::::::::... ..... :...:::•:•:::•.. :::.�::::.�:::.�::::::: v.�:::....'. v::..... ..................... .............. iosnrance:ca::::..:.....::<::::.::�::,,_<,:..::.:::::,;.:.:.,. ... .. ...... .. .. ......... ,.... olicv# caQebsny a res .:.:: ............:.:........ adti CItP ::. . fi bne . ::. .. Faiiare to secure coverage as regdred under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as wen as civil penalties in the form of a STOP WORK ORDER and a flee of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DU for coverage verification I do hereby certify e p ' o perj at the ' ormation provided above is trio mid correct Signature / Date3 - 3 — Print name Phone# official use only do not write in this area to be completed by city or town ofSdal city mi or town: Peent a��gDB� ❑check if immediate response is required ❑select mews orrice _ QHeaith Department contact person: phone#; ❑Other _ (revised 9/95 PJ� Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",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 section 25 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.construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 3 t Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit orlicense 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. City or Towns Please be sure that 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 permitilicense number which will be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 imlesugadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 ■ _ Illll'_III11111!lillllllll'IIIIIIIIIIIIIII1i111119i111,11flll 1111llllllllllMEN- ■ - Mill, Ill, Ill la, I .......Il moo .in of - . . � ... ... .. ... w III 1111,1i 11.ii.I. 111 III 111 III 111 111 111 • • 1 111 III 11 !'III 111 III IIU all III • ,mhnl"Inlllnl"I!ullml' : 1� '�I �. .©I IIIIIIIIIILII 711IIIILI, 111 111 711 111 I[?'IF? 1C�? I[o R8 IE3 I. ■' 1 163:1[5 cT �I[o Iti 111 IIII III, 111 IIIIII'�III'IIIII�IJJIIIIIIII�III III�IIIIIIIIIIII�VIIIIIIIII!IIILIIII IIIIIIIII�IIIIIII�I!IIIIII�IJllllllf , u__ � II � I "! ! � � I, !' IIIIIIIIIIIIIIIIIIlllll�lllIIIII,I 111�6111JIIII�III!I!IIIJf�I'I�- �I....... .....1.......... .::1......... ...:I .. ......:.....1 ..............I ... :�..!1� • r>•o��m� ► u � oo 1111I1i1 m w au nr I n1Is, m Hill Iu 11 111' 111 III III all n • ____ ____ 111 111; III 11� II11 Illlllllllll. o' o ...................: 1 i _ �� r' R 9 1P e Y o o® o g IL a ' Ell o 0 11111 11 J 0 VNEILL RESIDENCE RYCON DESIGN AND CONSTRUCTION Y BOX 212 BARNSTABLE, MA 02630 8 i ELEVATIONS PHONE: 505-562-5456 FAX: 505-362—g534 Vy V4 Y4 �-0' I 8 n•A I •'4 •Q ' I � I d I N C = � A r O E� n dZ L 41 I I •-b t 6 + E d g g b O p O a n t � i A t a •• oo - s D v 4 13 I W! 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Glaziogitloer Perimeter R-Value R-Value U-Value UA CEILINGS 2300 WALLS:Wood Place, 24"O.C. 0106 15,0 0.0 231 GLAZING:Windows or Doors 330 O.a60 152 DODPS 56 0.390 20 ' FLOORS:Over Unconditioned Spec. 2300 1 19.0 0.. 109 ------------------------------------------- _______________________________ lLa@LIANCE STATEMEMI: The prapo.ed building design described here ie ent xIih the building plane. specifieatlons,and other c.Icalati one submitted with the permit application. Tho prop000d building has been tlesignad to meat the tequlre...-Of the Maeaacb...tte Energy Coda. The heetlny toed for thia building, and the cooling load if epp,.pr Sate. has boon d.terminetl u ing the applicable Standard Dasign Conditions fau`M !n the Code. The MVAC egolpment eaierted to heat or ool the building - eball be no greater than.5%of the design load ae.pacified in Section.780CMR 1310 and 31.1. Huilder/D.signar Date 1 mAsenemk xN$eecrlDN tTiEa¢xsr . Maaet•huseIt'""gy fbde KkScheck Software Veraimn 2.O1 DATE:a-24-1999 , Bldg.l Mgt.l Use ] 1 I CEIL ILLS: ] I I.R-32 I Cwoalnte/LOCation I I WAI Ls: ( ] 1.WO P[Ime. 24"O.C. R-15 I Coomnt. cation 1 I wlN u_ =GLA9$ [ 1 I 1.V-value:0.46 I For windows without labeled U-values,describe features: I a Panes-Prams Type Thermal Break? []Yes( 7 No I Comments/Loeation ' 1 1 DDDRs: - [ ] I 1 u-value:g.35 I Comente/Locatlon ' I I PLDORS: , [] I 1.pver Unconditioned Space.R-19 I rnmaente/Locati0n I Al.LEAR.LUE: I 1 I loin ta.panetratlone.and III other such openings in the building I _ p.that ae roes of air leakage must be e.al.d. When I tel led in thebuilding envelope. r sad ltyhting fix Cures I .hall meet o of the following requirements: I 1. Type IC rated.manulectured with no pane re ween atio bet the I ne3de of the r seed fixture and calling cavity and sealed or 1 geek n eted to prevent air leakage into the u onditioned epnca. I 2 Type IC rated. to a ordance with St-"CdASI11 E 203.with no i e than 2.0 cf.IOc944 La)air m-a' from the the I Conditioned space to the ceiling cavity. The lighting fixture I :hall have been tested at 95 PA or 1.57 lb./ft2 pre....a I difference and shell be labeled. I 1 VAPOR RETAPDPR: - [ ] 1 Required on thew m-in-winter it.of all non-vented framed [ calling..walla. antl floors. I 1 NATRRIALS LDENI'IPIGTIQV: _ [ ] I t4at er iela and equipment au.t be identified so I et com a pliance c n , I be det:rmined. Nenufactur.r modals for all installed beating 1 and cooling.q.ipou and..-it.water batting equipment muaL ba ' I provided. Insulation P.-values and 91-ing U-valuea must be clearly _ I -1111 on the building plans or...clllCatl- I I MCI INSUf.A Im: " [ ] Ducts-hall be ine01ated per Table 14.4.7.1. 1 1 DUCI'�iRDCrIm' [] I All a selble joints.s and a motions of supply and return 1 duct rk located outsideernndi n t tonedapaee, includ[ng stud bays or I )of It cavit ie./:ptca-used to transport it. shall be sealed I using matic and fibrous backing tape installed according to the 1 nutecturar'a inatellatlon im tructione. Nash tape my be _ 1 omitted where gap. to loss then 1/:inch. Duct tape in not I permitted. The NVAC system must provide s means for balancing 1 Itr ant water.y-Lome. ' I TRNPERATVRE mLrrRDLs: ( I 1 Tharmata to ar raquiretl for ea cA aepara to XVAC aye tam. A m Val I om tit means to partially reattict or abut otf the heating I enNor cooling input to each zone mr floor-h.11 be provided. I ' I NVAC 13QVIPNENT SiZINC: ` [I I Rated output capacity of the heating/cooling system le I not greeter then 1—01 the design load as-p.clfiad I in Sections 190CVR 1310 end J4.4. 1 l] I S4IWING POM.S: I All heated owlmminq Poole must have a /off heat r switch and _ I require a Duet dolma Door 11%of the heating energy is from t I non-daplotable sources. Pool pumps require a tim clock. 1 [ 1 1 NVAC PIPING INSULATION: - 1 LPlAC piping conveying fluids above 120 P or chilled If"ds I below 55 P must be ideulated to the following level.(in.): I - 1 PIPE SIMS(I..I I I]EATIh SYSTEMS: 17W fF1 2"RVNQITS 0-1" 1.25-2" 2.5-4" - I Low pr...ur-/Lump. 201-250 '1.0 1.5 1.1 2.0' I I.ow temperature 120-200 0.5 1.0 1.0 1.5 1 Steam Condensate any 1.0 I.0 ,1.5 2.0 I mOL ING SYSIENS: " I Chtlled wrier or 40-55 0,5 •1.5 0.75 I refrigerant below 40 1.1, 1.0 1.5 .1 'I I I CIRCULATING HOT WATER$Y$I : 1 Insulate cirtul ating hot water pipes to the fallowing levels fin.): , 1 PIPE SIZES(in.[ I N.ILI-CIRCULATING I CIRMATING MAINS S RUNCLRS i IffiATED WATER TEMP(I): RVNWLS 0-1" I 0-1.25" 1.5-2.0" 2.0." 1 190-190 0.5 I. 1.0 I 140-160 I 300-1f0 0.5 [ 0.5 1 " 1.0 - ____NOTES M PIELD(Building Departmnt Uas Only)_____---__-_________ r L� * 1 r 1 t } �- .. ` .. l- .. r � � f r r i ✓f2P V/ zee Y g + i HOME IMPROVEMENT CONTRACTORS REGISTRATION - :' Board of Building Regulations and `Standards` } 6 r r r• One Ashburton Place ' - Room �1'301 S. . Boston , Massachusetts 'L021'08 I` HOME IMPROVEMENT CONTRACTOR -1 -=- `-- -- — ---- „x -- -- - Re-gistration 116495 - Expiration 061�21%00 71.� Type - PRIVATE CORPORATION ` I . , ;,HOME IMPROVEMENT CONTRACTOR . Registration 116495 RYCON CORP g '' Type - PRIVATE 'CORPORATION WILLIAM A . RILEY Expiration '' 06/21/00,. ^:r r 1469 MARY DUNN RD / Box; 212 RYCON CORP BARNSTABLE MA 02630 i }[ Y a °} i - g 4. } v"WILLIAM A. RILEY MARY DUNN RD,,/ Box 212 1 1tl a: € "„ I ADMINISTRATOR r BARNSTABLE MA 026301 1 106019 DEPARTMENT `OF� PUBLIC SAFETY . 106019 ' . ONE ASHBURTON PLACE; 'RM 1301 BOSTON, MA:,02108-1618 CONSTRUCTION SUPERVISOR LICENSE :5 Number: Expires: R Restricted To: 00 1.: WA � fny .. ` fr APR`1 6 1991. 7 b _ WILLIAM A RILEY `' Keep top for 'receipt, and change PBX 212 1469 MARY DUNN 'RD (�,;(�, :�,- of address not`ification:. ` BARNSTABLE, MA 02630 . � � ✓�ie 1�ammaaruuea� a�./�aa.racficule%�1 ,•t ,.•'`+ _ !i :I DEPARTMENT OF PUBLIC SAFETY I' , ' CONSTRUCTION SUPERVISOR LICENSE 5. • �:+ Nu b@r Expires: ` Res�ir eteTo 00 - t. - ? ..YILLhAWM R RILEY ,. f ... } PBN`'212 1469 MARY DUNN RD `4 =1 s �I BARNSTABLE, MA 02630 ' •,I a"'. s'l `" t a ,"t- d "fr ,.r'�"" ..r .^c,� � ,: g"'i � �,�_ �r ` ,�z +f `' e 'T N, i' ��-+��r '�', ` -"+�. r,:s Iy x +Ati' i s . .";&x a c xl yg\ ♦. _ r b "'f` .,L. s f.,. , Y:e .vw rrx? i ✓• r -._ eELe ,r. a r d �J; x r PROJECT � ,. }. I NAME:' C t J,�_ ''" a��,vtILP5' �= Y�C- ` 1 j"� i ` , .` �! � . „y::'� —11,t� .,F. 4 a q:^44� .r. ':. q" ; a` i•r r"ate` .,''. ,� p}' } 1�11 I'llF;, j € l. 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O'NEILL TR. "h h \ M 1,;0 n U a C.B. FND. �. Iry L OT 19 o. S Plan Book 555.Page 61 M fS.'6�8'g1� £ N/F HUGH G. O'NEILL 0 m N �iLS •S a /\V� C.B. L OT 2R FND. UNREGISTERED AREA 22,070t sq. ft. \ 3 47 s3, \ 0.51 t acres IT F (V h 1 I Ac9 F $ 20' / SEPTIC EASEMENT 1,543f sq. ft. N oti EXISTING FOUNDATIO / I 0.04f acres •� •� N LOCATED 6--07_04N Zr) -•S5'24"E t 03. L OT .g •W I VIEW EASEMENT ��. REGISTERED AREA ^ ro / /.^� ,0 7,186f sq. ft. SHOWN AS LOT D h /ti 0.16t acres N L.C. 19844 A ai / h 21,491 t sq. ft. 0.49f acres 118,010 N 7876�30" W I 1.26' $ C.B. 1?778' 9. �I FND. •!50;, W 1D 77 43.20 o 0� 35.45 L�59.32 5 �y6 g4' *Aft 4� N 84.."t T W N 85-16.42' W R.50.27 -_ C WAY VARIAe,� � -- KID 1N i I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE. AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. JOH s THIS PLAN IS. NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. EL Sijji y 0 AL REGISTERED P FESSION LAND SURVEYOR N BAXTER, NYE & HOLMGREN, INC. DATE �-b- 4 f SMOKE DETECTORS O.K. \ _ �BARNSTABLE BUILDING DEPT. I ;� $ i JONES HOUSE Residence # R #® ® 16 Quail Lane Hyannisport m Massachusetts 02630 ono o a�� o � � o t Dewing&Schmid Architects,Inc. -• 146 M—t Aubum Street • - C—Id",MA M138 USA T 817 878 0066 Resen• F 617.547.8M (�io1 �P E daerchedeet hcomJones .•PeYmit Set LIST OF DRAWINGS MAYc6 I 2-004 ' CT � Site Phan SBi.i Foundation Plan Ai.B Basement Pl n AT.i First Flood Pla AL2 Second Floor Plan - Date Revision By AI.3 Roof Plan A1.4 Door Schecbute L A3.1 Elevations Ya Dat at Permit Set J e Issued to By A3.2 Title E evasions �� A3.3 Wilpow Schedule & General Notes A4.I Wait Section • Fi.i First Floor Framing Pla Date March 012o Fr.2 Second For Fr mmg Plan scale Job Na FL3 Roof Framing Pan Drawn By ,RM • - - - -- - - - f,. I Pla North ar Pith nmdi doe ; UNIOnVATED GRADE Ell¢�'.?1,/J _ .�ELEV..73DL01 1: •I , JONES �ELEV.4166T.OP. I HOUSE I' I• I " + I Proposed 3 • �1bY.-7DOl:Qw. I •• 7416N-iA8 v' - .. . .IT Residence 77.— _777— 16 Quail Lane r" O O. GBADEnEV-t dd t .T.. •s Hyannisport C Massachusetts ' 02630 ITT FlEY.-OJ37TA.W. - •I : I. — 1 r•. 1 T 4•C®ee9�b I.n h - • ., j7. 1 �anadw.im4 r6ad w.wP: I•. § v —•—.— — FIEV aT31tD.W. — I ELIV.-MOT.o.n. a I LJ I L •) I ;I _I_ i Dewing S,Schmid Architects,Inc. Z.T%1-`DEEP r 146 Mount AOtwm Seeet .C.I.IE1'.-6870t0.W. h °, I - I I CONCRETE0 BELOW SLAB F 1 L :I I •I yrY(.� _, I ..{ Cambridge.MA 02138 USA ..1 i . �l. I ..'". .I .•',�':1 I .. .V:I a _ T 617.876.0066 1� } • ; F 617.647.8773 CI I E dae.d,adaarch.wm I� L �\ �\ Z 1 I I i I L'~ II ` _•� COI:CR61E foo m 6 rod.-rDEFw0018Yo /9Flow3[AB I 1. $ f' .-6t10TD.W. i-17..1 I. ._� l •� ;...% . t•:•j a �No. Date Revision By �ABP/E WNDOW— f�_'j•.s ` •— — \ BAY WINDOW ABOVE i "i • 3-14 Permit Set JRU --------------� r T.* ray 77l' rm 3'-2r I No. Date Issued to By era ma I .Title Proposed Foundation Plan 0 C O . Date March 01 M QQr�'I1 /1 Proposed Foundation Plan Job"°• SSO 1 s >Bu zca S i Plan North UM=VATM 4 . JONES a HOUSE Proposed Residence 16 Quail Lane- r�t Hyannisport 0 Massachusetts 02630 .a . _ a. — ELEV. T.O.W. - 0 0 ROM., Dewing&Schmid Architects,Inc. av- ro.w. O I I 146Mount Aubum Street Cambridge.MA 02136 USA } i Z, T 817.678.0066 F 617.647.8773 E daardi•dsm h- 0 \ \ \\\ \ \\ I Ia r •a•.P to >+ \\\\\ \ \\\\ \ O V-7 O No. Date Revision By -——————-i/ nzj• z•a a1{• 3-, p z¢. .. 3.1-N Permit Set JRM - - No. Date Issued to By CQa my Title Proposed Basement Plan 0 0•- 0 0 0 0 . Date Much 01 2004 - . _ Scale 114�T-0' Proposed Foundation Plan Job No. Scale: 1/4'=1'-0" Drawn By JRM e e e 1 o i s `Na.AI WIt Y ' GiHI••,E Plan North DRYING YARD . 4 GARAGE �+ o JONES 4 HOUSE f - II Proposed ; ; Residence 16 Quail Lane Hyannisport Massachusetts LAUNDRY 4-08 GARAGE ENTRY•' �.,...w. 02630 - _ .'1 OUNITS . .. .. Q -pl x OO z 16 FOYER I I GALLERY I I ST ' HEART PINE PINE HEART - - -F rTT EQ. Dewing&Schmid Architects,Inc. § STUDY I I 1"MOum Auburn S— HEARTPINE -051 I CL H P E cambndge.MA 02138 USA KITCHEN ELM M O c T 617.818.0066 r I J HEART PINE I _ I - HEART PINE F M7.6a7.8773-03 g deerdiedaemh.eam 4 R i - LIVING PINE HEART PINE "-:f H I I L I nsv¢ao RM Q HEART PINE .t HEART PINE I I - m. I I No.I Date Revision By Q Q _« - - - - - - - - - - —.— Q 91'INDO SEAT A -- ---- LL 5-4 Permit Set AM --- --'-- ----. .__..-- -------- ----'------—------ .. No. Date -Issued to By - -- ------ --------'-- ------- ---- -- ---- bTitle Proposed i ---- ---- First Floor -------- —' _ Plan 77 . Date March Ut 200d Md' - Scale va'= Al .1 Job No. sed First Floor Plan A;_, Drawn By JRM scale: 2VO ; CIL Y j� ��• qS. •u-s. U Plan North h GUEST BED_R OM -r CARPET .� • �o .GUEST LIVING RM ��JO N E S � sm• CARPET "y� 1. 1®USE 0 Proposed Residence 16 Quail Lane j CLOSET ,GUEST BATH#4 i Ar CARPET-_ f :TILE, O .- - - - Hyannisport Massachusetts _1a - L 02630 3eV At C ; V HALL#1 -10 8-11 -12 HEART PINE _ s v 4 n�z ❑ I TII.E - -09 I LQJEN CLOS T- -18 - _ - - Dewing&Schmid Arehit■cts;Inc. - STAIR#1 - O O - _ BEDROOM#9 _ HEART PINE AS �r=—-- -- -- ZI �-i-,- ,-�= tse btoeno Aubum 5veee . CARPET Cambridge.MA 02138 USA -07 MII-OS II I 1RPE U OOYRy t CLOSET 0 CAL TE_R'-iArT H -t - - �T HALL#3 E 6s1t7�.%wa7.8003 da�0d r HEART PINE 6 a . C CLOSET CIASET - - P F CLOSET i jo -0a O a .... 0 CARPEL =; a o R O,BRAE f12__ CARPET MASTERBEDROOM CARPET q 9d• Sd• _ 0 No. Date Revision By . }I-q Permit Set JRM No. Date Issued to By Nsa; er e Title Proposed m.$ u'-io! y.-* Second Floor Plan Date March 01 2004 ...e . 1 - v e - Scale 1/4•=1'-0' / \ ■•. Proposed Second Floor Plan Job Na. .3-.N Drawn By JRM Pro 4, Plan North F v _ JONES HOUSE Proposed � Residence 16 Quail Lane Hyannisport Massachusetts 02630 - - - ; Dewing®.Schmid Architects,Inc. r " e 148 Mount Aubum StreM Cambridge,MA 02138 USA i T 617.876.0068 # C F 617.607.W73 �. E doarCtedaardi.eom - - No. Date Revision By 3-1-N Permit Set JRM . No. Date Issued to By . " - Title Proposed Roof Plan Date March 01 20D4 Proposed Roof Plan sale 1r4•=,'0 Scale: - - - 114-=1'-0" Job No. ■ - Drawn By JRM °t Door Schedule !> - 1 , Door Location Dimensions Notarial ri= ci.s1t�t�i Number FSom To Nanufact Style Type Width Height Thick Door Frame Saddle Remarks . 01 A- - Front Pads Entry �- F ' UY 1 Y-6' T-0' I S/4' wood ! 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Ill Stair Had 11 ..Bdh 12 TnStyk {Pand 4 2'-8• 6'-8' 1 3/8' WoodNDF4 Par 8-02 Bed—Hat V®1\ V Bedroom/2 TruStyk ts 4 Y-B' 6-8' wood Wood - q No,J/ d 8-03 Bedroom J2 4 4'-- Ooset TnS ,Pand • HOUSE i 0 6'-8' 8' oNOF Wood - i 8-04 Bedroom HotBedraan�3 TnrSlyk 4 Pand- 4 Y-8' 6'-8' 1 3/8' Wood/y,10F Woad. - } B-05- Bedroom Clout - Tusty/e 4 Pond 5 4'-0' 6'-8" 1 3/r Wood Wood - a B-06 Bed—Ho0 Bedroom µ- T.sly e 4 Pand _ 4 1'-11• '6'-8• i 3/8" WoadNOF Wood , • - ~. 8-07 - Bed—µ clout Trust* 4 Pond 5 1'-8' 6'-8' 1 3/8• Wood/W Woad - Residence Proposed . _ B-08 Bedroom Hdl Both/3 TrSlyle 4 Pand 4 2'-g' 6'-8'. 1 3/8• Wood Wuod F2esldence 8-09 Stag Hot(L LaundryTruSlyte 4 Parts' 4 2'-8' - 6'-8' 1 3/8• Wood/W Wood e - B-10 Stark Had/1 Lhea closet T.Slyle 4 Panel 4 4-0' 6-8' 1 3/5' WoodNDF N4wd ... . 8-11 Stair Had/t lino clout TroSfyle 4 Pand 4 4'-0• 6'-8' -13/8' iZT/wDF wood - 16 Quail Lane 8-12 Stair Hal(2 liven Closet TroStyfe 4 Paid 4 4'4' 6'-S' 1 3/8' woodNDr .woad Hyannisport B-13 .Stair Hot/1 Cedar ClosetTmStye 4 Pand 4 Y-0' 6'-6• 1 3/8• Wood- Wood - Massachusetts ' 8-14 Stair IW�2 fxresl Limp Rm Trustyle 4 Pand 4 Y-O•' 6'-Er 1 3/8' Wood/YDF Woad . B-IS West lining Ran claaet TruStyfe 4 Pand 4 Y-6' 6•-8' 1 3/8' Wood/WDF Wood T 02630 . 8-a Guest tiring Ran Guest Be6m 15 Trustyle 4 Pand 4 Y-8' 6'-6' 13/8' Woad Woad I .. • - B-17 Guest firing Ran Guest Both/4 TmSp1e 4 Pand 4 2-6' 6'-8• 1 3/8' WoodNDF Wood I ' 8-13 Stair Hot(2 Bedraam/1 T.Stre 4 Pand 4 2-8' 6'-8• --7 3/8' Wwd/dDF Wood - - 8-19 Bedroom Hall Closet TmStyle 4 Pand 4 Y-8' `6'-8' 13/T 'Woad Wood - .. 8-20 Bedroom Hot Bath 11 Trusty, 4 Pand 4 Y-B' 6'-8' 1 3/8• Wood/NOF woad 8-21 Bath it. W.G TmStyle 4 Pand 5 2'-6' 61-W 1 31ir Wood/WDF Wadd B-22 Bath/1 Closet TnStyk 4 Pand 5 4'-6' 6'-8'. 1 3/8' Woad Wood x. 8-23 : - p Dewing&Schmid Architects.Inc. - .. 140 Mount Auburn Street 1I mbe4g,.MA __ 8.0086It38 USA ® ' ❑ - n I E dsertiradserdr.mm r El o 400 ,o 0o aoao oILJ LLIJ ' a —� Door'Elevations _ - va-=r-0• A . \ _ No. Date Revision By 1-1-M Permit Set JRM No. Date Issued to By Title Proposed Door Schedule .. Date March 01 2D04 . Scale ,,41_,•-0. A 1 .4 Job No. . Drawn By JRM Door Schedule Door Location Dimensions CARII [ i Material Number From To Manutacl Style Tppe Width Height Thick Door Frame s „� Saddle Remarks A-01 Front Porch Fnty 1 7-s'. 7--0' A3/4' Wood Wood A-D2 Entry Basement T.St* 4 Pad 4 Y-8' 70' 1 3/8" Waod/MDF Wood - A-03 an asset Trust* 2 Pend 5 5-0" 7'-0" 1 3/8" Wood Wood . A-04 .n W.C. . Tr Slile 4 Pond 4 2'-8" 7'-0" 1 3/8- Woad/SIDF Wood p A-05 ,7 t! Pocket Dos A-O6 Gallery Porch Tr Stye 4 Pad 2 W-0' 7'-0" 1 3/8" Wood/1dOF Wood - A-07 Dining Rm Palb Tns111e 4 Pond 2 6-0' 7'-0' 1 3/4" Wood/MDF Wood - A-08 War— Tn sale 2 Pand 6 Y-o- 7'-0' 1 3/e' Wood/11DF I Wand Pocket Dow - ' _ A-09 Pantry %St/ie 4 Panel 4 2'-B' Y-0' 1 3/8" - WootIMOF Wbad A-10 Gauge T.Stye 4 Pond 4 Y-D" 7'-T 1 3/4- Wood/MDF Wood - A-11 Garage Drling Yard 3 - Y-or r-T 13/1' Wbod/MDF Wood - - - A-12 Odve.aY Garage 9 9'-0" 7'-0' 1 3/4- Wood/kmF Wood A-13 Di—y Gauge 9 9'-0" 7'-0" 13/1" Wood/kOr Wood B-Ol Stu:Hall/1 Both R Tnisty e 4 Pond 4 Y-8' 6'-8' 13/8' Waad/WOF Wood ONE S B-02 Bedroom Hall Bedroom R %Ston 4 Pond 4 Y-8' 6'-8' - Wggd y B-03 Use—R Closet Tmstye 4 Pond 4 4'-0' 6'-8" 1 3/B' Waod/MDF Wood Bedroom Hall Bedroom/3 " .. ,. HOUSE 8-04 TnSt11e 4 Pond 4 Y-B' 6--8' 1 3/8' Wood/W0F Wood _ B-05 Bedroom Closet - TmSttle 4 Pad 5 4'-T 6'-8" 1 3/B' .Wood Wood } • .. - Y. ... -' - - 8-06 Bedman Hall Bedroom 14 %Slue 4 Pond 4 Y-8" 6'-8' 1 3/8' 'Woad/ADF Wood f 847 Bedroom/4 Clawi TmStyle 4 Pad 5 3-8' 6'-8" 13/8' W i:d/kDF Wood - Proposed I 848 Bedroom Noll Bath/3 TnStye 4 Panel 4 Y-8" - 6'-8' 1 3/e Wood Wand Residence 8-09 Swig Han R lamdry T.Stile 4 Pond 4 - Y-8" W-8" 131C Wood/MDF Wend 8-10 Stair Hall R linen Closet T.Styie 4Pand 4 4'-0" 6'-B' 1 3/B" - Wood/MOF Wood 8-11 stair Had R linen Closet %Slyfe. 4 Panel1 4 4'-0', 6'-B' 1 3/8" Wbod/MOF' wood 16 Quail Lane B-12 Stine Hall R Linn Closet TrvSt)!e 4Pand- 4 4'-0' 6'-8' 1 3/8' Woad/YOF Wood - I Hyarlrll$port 4 B-13 Slav Hall R Ceder Closet- TruStlfe" 4 Pand 4 S-0" 6'-8'' 1 3/8" Wood Wand - - _ Massachusetts B-N Sloe Hall R West thing Rm TrvStye 4Pand 4 3'-0" 6'-8' 1 3/8" Wood/MDF Wood _ on630 B-IS Guest lining Rm Clal TruStlle 4 Panel 4 - 2'-6' 6'-8" 1 3/e" Woad/YUF G Wood - - B-I6 Guest bang Rm Guest Bedm/5 TmStoe 4 Panel 4 2'-8' 6'-8' 1 3/8' Wood Wood - 8-17 Gust living Rm Guest Bath/4 TruStlte 4 Pond 4 2'-6- 6'-8' 1 3/8" - Wood/MDF Wood - - _ - 8-18 Stair Hall R Bedroan it %Slit -4 Pond 4 2'-8' 6'-8' 1 3/8" Wwd/MDr Wood . x 7 - 8-19 Bedroom Hall Closet TruSlyie 4 Pond 4 2'-8' 6'-8' 1 3/8"' Wood Wood " r - 8-20 • Bedroom Hall Bath/t Trust* 4 Pad. 4 2'-8- - 6'-8' '1 3/8" '—/UV Wand 8-21 1 Bath/1 W.C. Trv51yk 4 Pond 5 2'-6' 6'-B" 1 3/8' WoodADF Wood 8-22 Bath 01 Closet T.Stlle 4 Pad 5, 4'-6" 6'-8" 1 3/8' Wood Wood _ B-23 8-24 - lop., Dewing&Schmid Architect■,Inc. i - lab Mount Aubum street 1 . - Cembrldge•MA 02138 USA ® T 617.876.0066 ^ ® ® F 617.547.8773 o a ao as o00o alij 0 0 0 0 0 0 0 0 0 Door Elevations A-14. Scale: 1/4'=1'-0', - No. Date Revision By 1101 Permit Set JRM No. Date Issued to By .. Title Proposed Door Schedule . - Date March 012004 Scale 1/4'=1'-W A1 .5 u Job No. - _ Drawn By JRM • 0 Ill FITTO • t i ?� t ® 9 JONES SECUHUPIpoQ3lNa H O U S E Proposed ® Residence A 16 Quail Lane „o� Hyannisport Massachusetts 02630 /—i-\ Proposed Side Elevation r Scale: 1/4•=1.-0" I - Dewlna&Schmid Architects,Inc. r co—om A104Y 146 M-1 Auburn Street 1 xO�v6x lvnn Cambridge,MA G2138 USA } .. WlfffHCIDAA SAIL ^ / ®AR GtP,TYPIUI. . MMOWRE7 T 617.VG.0066 . ' F 617.647.8773 ` - I E dearchedearch.com TRA[IIOAW 3{mVG18 tOOFWO C D secotvo Fl.00ar^� � ® ® ® - ,e•"m4Ttmcorrm No. Date RevisionFTTI ey oomtawovrs.wn sto3naFs nnoo'n3,Tmut. 83 Q O Q Pq }I-01 Permit Set JRM MORIvmsT'mna•tn+e 1111111111 No. Date Issued to By Title Elevations Date March 01 2004 Scale "- Job No. ,-0 A3. 1 i 6.136n�r+r nao.tx+6 - Y 1 Proposed Front Elevation Drawn By JfiM I C. a�Y uss Trr LM o JONES HOUSE Proposed Residence# +1 HH a c i 0 s 16 Quail Lane Q O Hyannisport Massachusetts' 02630 •. � eASEpfhYr'YIAO0.1aB •: �. ^ 2� Proposed Rear Elevation scale: Dewing&Schmid Architect.,Inc. - I 146 Mou,n Aubum Street ^ - •. * r CemMdpe.MA 02138 USA ' T 817.876.0088 _ F 817.U7.8773 e111111 HUD eee.a�ometw.00m s mao mm�rani =® ® No. Date Revision BY — -_II-�9-N {0 5+01 Permit Set ,b261 Fmsr muoarwa 1 ' I No. Date Issued to By Title car-v i i I Elevatiocs Plan Date Mach 01 2004 Scale 114•=1'-7 ® Proposed Side Elevation JoD No. P"��. Drawn By JRM • e e e r I 3371 3371 3371 3371 3371 4753 f 2953 2953 2953 2953 2953 4153 2953 2953 4153 2953 2953 3753 3753 2953 1$, NAS}E EE • 1 `i 3353 3353 5929 3377 3377 . 3377 3377 ., 3377 9 2929 2965 5465 2965 ® 2957 2957 3245 # # # 0 JONES 0 . a 'HOUSE Proposed Residence Window Schedule 16 Quail Lane Window Dim. (Frame) Muntin Muntin Glazin GENERAL NOTES: Manuf tiple R.O. Profile Pattern Type. Series Material Type Model // g Sill Remarks HyannlSpOlt Letter Width .Height lil {4,� . - - At work weld canbrm Iodate and Ixd code,and Massachusetts A PELU ARCHIIECTURK WOOD Casement 3771 TRAD. 8 S/r CLEAR LG Wndoe pf a etL and eat-Parvide TO seem O,.y63o the toga"aemenh of the locd fkc dePutment. do. ea mL oM eel: G A3 PELLA ARCHITECTURAL WOOD O.H. 3771 - 6x1 _ 1 3/4' The General Contrxler shag keep the prop,!g.—Ily E PELLA AROHTECTURAL WOOD' D11. - 4153 6x1 13/4• mdpa ea UL and exL• - dean of a0 debe and Dk*W a/Ua end of each work day. C PELLA ARCHITECTURAL WOOD D.H. 2953 - sr1 1 3/4' pndg.filed,mL and ext. - C2 PELLA ARCHITECTURAL WOOD D.H. 2953 5'-9' 9.1 1 3/4' ea nL and.11.08 cork clad b dpro n a woM1m Ike manner. Wtvide and equip ent to Wnpiy with and be C3 PELU ARCHITECTURAL WOOD D.H. 2953 r-IO• 9ei 1 3 4 R inL and exLweet - en .0Ind ac t.d to mmwtad.. mendatiana D PELLA- - ARCHITECTURAL WOOD D.H. 4153 6'-r 12x1 1 3/4 amr fkned•n and eat- and industry standmds. � E2 P The Cont, LU ARCHITECMtAL - WOOD D.H. 3753. 60 1 3/4" M UL and exL i antr l acm(s)dM famdfmize himseH roll and. F PELLA ARCHITECTURAL WOOD D.R 3353' 6a 1 J/4' cawfff ea InL and L ex. _ verity edsttng ean6tian> G FELLA ARCHITECTURAL WOOD AWNING 5929 don 'vnea int.and evL ,6x1 1J4 The Cantraetor(e)shdl pay for aD boa and pmmitx Hs PElU ARCHIIEC1UtAt WOOD D.A 3377 6x1 1 3/4'' ed,'nl and exL The CMb`=tor(s)d"I sub A eaenlee aM/or I PELLA ARCNIIECIURAL WOOD AWNING• 2929 RI 1 3/1• X.dp'eod ra to nt and-ezt. men n—feet data Many items re Sted by Goner J PELLA ARCPUECTURAL WOOD D.H. 2965. 5'-9• 9vl - 1 3/4' o r pn e a Hen a and ext. ovq 11 i K PELLA ARCHITECTURAL WOW D.H. 5465 8'-10" � 9xl 1 3/4• to ul and ext. = Far 1—U.proieets,U.Canbodor ehdf review 2957 6xl ndow t.and evL " •L PE)lA ARCHITECTURAL W000 D.A elth the Architect the avtent al the deene iUm prior 1 3/4 q d'n Dawin M PELLA ARCHITECTURAL WOOD OVAL 3245 rldov fined,nL and exl. R&Schmid Amhitsets,Inc. to Ue commencement of wok. Spedd eomidmatun 9d 1 3/a' should be gran to protect and segegate areas not 03 PELLA ARCHITECTURAL WOOD DH 3771 5'-9' 9v1 I J 4 sdiMAed fan mo6ficotiana. Materida and delala /' nape nl.and W.—I"Mount Aubum Street . Cambridge.MA 02138 USA - andl match eaolkq Wees olherrue rrolea - - F 617.647.8773 E desfdrad5a oh.`om' SPECIFICATIONS: GIrNEMLN071S: - . " MANUFAC'rURFIL PELLA WOOD-'ARCHTIEGT SERIFS(UNLESS NOTED 011-ERWISL) 1..ALL EXTERIOR WINDOW AND DOOR CASINGS 7b RECEIVE A BAND MOULDING. ..- - FINISH, PRA¢.D 7�IFRIOR UNFINISHED INTERIOR 'FORESTER'#F6300R EQUAL 2"ALL WOOD USED FOR EXTERIOR CASING,BAND MOUIDIN ,MULLIONS,HEAD CAPS -GLAZING: ARGON FILLED,LAW-E COATED INSULATING GLASS. AND SKIS 70 BE#1 CLEAR GRADE CEDAR OR REDWOOD. MUNIINS: 7/r WOOD SD.L WITH SPACER BARS IN CONFIGURATIONS AS SHOWN. } ALL.WOOD NO'IED ABOVE SHALL BE FULLY PRIMED PRIOR TO INSTALLATION. JAMB WIDTH 2e6 WALL FRAMING,TYPICAL 4. ALL VENTING WINDOWS TO Be PROVIDED Wm[SCREENS. ' . CASING: 5/4.5 PRIMED®AR CASING,UNLESS NOTED OTHERWISE (DOUBLE HUNG UNITS PROVIDED W11H HAI.PSQIEFNS)' - - _ SILLS: 13/4'THICK PRIMED CEDAR SILL A,ETENSION. 5. INSWING FRENCH DOORS TO BE PROVIDED Vn WOOD FRAME),SINGLE LTIEE - . PROVIDE WITH SHINGLE GROOVE @ DRIP EDGE COMBfNATION STORK/SCREEN DOORS . - EXTEND HORNS 3/e PAST CASING,BOTH SIDES. 6. INSWING FRENCH DOORS TO BE PROVIDED WITH MULn-POIMrLOOCBJG HARDWARE . 7. CONTRACTOR TO VERIFY ROUGH OPENING SIM WITH WD•IDOW MANUFACTURER . HARDWARE BRASS SASH LOCKS AND CRANKS. PRIOR TO PRAMING. . SCREENS. FIBERGLASS INSECT SC EIENS(HALP.SCREEdS FOR DOUBLE HUNG UNITS). .. . . .. t No. Date Revision By . .. .FFW Permit Set P No. Date Llssued to By Title Window Schedule& General Notes .. Date March 01 2004 Job No. ! �Drawn By JRM • maim " ' I I " HMTERTOAr RIM NOTIi W11SL ` 1.1.3A ' ALL OODI SIZES INDICATED. 4 . WOODINSIZ75DIDLGIFD, PRIMED ALL SUJES AND PRUNED• UNLESS NOTED OUBRWISE - - OVERHANG ROOF SHEATHING AT BEND DJ GAMBRELROOP LINE FOR INSTALLATION OF e WOOD MOULD DIG BELOW (TYPICAL) - - ' 12 IMPOSED U10 CEDAR COLLAR I TIES,BOLTED TO RAFTERS. 7 RPPFRTO ACgP FRAABNG PIAN, Y �(L,� (1D IN GAMBREL ROOF SHEETRIAFORLOCtTTONS ' 12(PO 12 AL AT BEND IN GAMBREL BOOFIJNH ILATITTON TO ALLOW AB - 7 �� VENTILATION TO VPPER ROOF) : PROVIDE GRACE'ICeh WATER ` 1 TYPICAL AOOP CONSTRUCTION: - PHIELD.ER-TYPICAL OOP • r iv.; - - ------------------- -RED CID AR SHINGLES - e.:o. - ROOFING VENTILATION I f ____ _____ ____ T -304KEEPINGFELT I 14FASCIA BOARD WITHt^OtOWN �r -B/R"EXTERIOR S E GRADE MOULD AND CONTINUOUS V' _ J O N E S Y PLYWOOD SHEATHING PR6FINISHED METALDR@IDG8 _ -LWAULA77O BA3•IS O.0 a • -1-I RA TTOSULATI9 b4 WOOD SOFFIT BOARD OVER --------- -- — e - b4 BLOCKING WITH TAR-A-VFNC — ----------------------- -WOOD STRAPPING S-IM CONTINUOUS STRIP VENT_ --. -----I/2"GYPSUM WALLBOARD F 12 WITH PLASIHLSR HOUSE(3)W WINDOW HEADER COAT O f•Wxt UYH r_ o a X O _36 PHOL ICE'LCB O R3 WIITHCrPPh BOTTOM SD ALONGPIRSC 0'OF PLATE CRATi - m o Proposed AOOP LINE •= V pMERAIL 2 SPACER BLOC]CBEHRJD - p 7 ONSTT'RRUCCTION,TYPICAL f- - '. ,e - - Residence PLYWOOD SHEATHING FOR b❑ � I 1n ROOF FLAB DETAILW RAFTER - 9� SHIER ALONG F RF@ WATER / pr LIiDE A MANNA]UPD HOOP ——————— i TAG ROOF OOP�RAPTFA GGPAS, - oG - LINE ANDUP WAIL.uIroFR -- -- ---- — ------------- -------- -16 Quail Lane ' DORMER WINDOW j AOWO MAXIMPRAPI'P BOARD FOR 12 - _ , -----.---- .Hyannisport ss 2•- 2•. L I AGIV AAPTERDORMERrA1LGRIRIGGERS '' H t :. Massachusetts- 'f — ------------------ WAIL , SECOND Ff.00R IRVE� ——————— 02630 4"WOOD GUTTER OVER I/2- .. -• ,. SPACERS ON hS FASCIA BOARD 1.10 WOOD SOFFIT BOARD WITH WITH I I/2"BED MOULD BELOW YOR-AVENC S400 CONTINUOUS - STRL'VPNT-I•W.I I/YH - - SECONDPLOOAUCRON - - (AHOVECOUN1RY101'N'10TC}ffii): !'WOOD CROWN MOULD FINI • I U10 WOOD TRIM BOARD OVER :} - -3/4.TAGHED PLFLOYWORINGOD ' 3/t"FURRINGSTIDS'�.. (3)2r3 WINDOW HEADER .. - -3/t^T4G PLYWOOD SVBFLOOR F �. 'S _ I - WITH3 BOTTOM PIATE 4 -tt"TJI FLOORJOIST3,16'O.0 _ (TYPICAL lOA FBSIFI.00R -I-AI BATT INSULATION y - y UNLESS NOTED OTHERWISE) -ICI WOOD STRAPPING O SECOND FLDOR CONSTRUCTION: y - WITNPLASTFRSICWCOAT p PIIJLSHED PTDORING O` . -3/4"T&G PLYWOOD SUBFLOOR =Q TWICAL EM]'EIt10R ppppY -Ir TjIIPLOORJGTTON-O.0 m o02 �F, WALLCONSTRUCn6'.. ,•, . FOR SECOND FLOORED SOUND) F � �� .WHITE CEDAR SHINGLES - - ROMA WOOD STRAPPING s ' oe Ti -1/2^GVPSUMWALLBOARD r, a -'HERB 51l 'WNLVENTBA]lON Dewing&SChm1A ATCJIIt.Ct.,Inc. WITH PIASIT+RSICAI CHAT o7 7YVE IEFUORGRAD TIONBAAMF1t 148 Mount Aubum 3Veet 1 5, }g -]/Y IiXTEIUOA GBADE PLYWOOD - I O C WALL SHEATHING FRAMING. GmbriEPe.MA 0213R USA j _ O -L6 WAIL.FAAMGIG,IS O.C. I Z -R.19 BATrINstJLIT10N i -t/Y GYFSIIM WALL eoARD WITH PIASTER SKIM COAT • - r T 817.87B.0o8B ————-———-——— ' - ... — ---=-- - E e Loom ' F B17 047,8773 earfb•Aean:h J L �/\/ /,\fir '\. ".�\\ CZ)2M TREATED SELL PIATB. WITH 5D3.SEW INSULATION - -OSPAOVLDE3BU:�pL B"CONCBRIE - AND S/."ANCHOR BOLTS PICAL) - PROVIDE TOI'W�®GRADE b. tB-O.G BIARIDRldd(TYP[GII,1 ——— FINISHED GRADE_ . TYPICAL FIRST - PLOORCMINSTRUC]TON: �. FINISHED FLOORING -3/4"T&G PLYWOOD SUBFIADOR -IR'-TA FLOORJOISTS,16•O.C. - .2^THICX',CIDSFJI LPL. b ' a0 _ .R-JO BATTINSUATTON - . 7! •. (TYPICAL FOR BASPAQTNT CEILING) m O PERIMETER RIGID INSULATION s'• „ OEb2 (TBO=OR APPROVED EQUAL) ` m 10"THICK REINFORCED ' CONCRETE FOUNDATION WALL (REFER TO DETAL sHEBTAB.Tj - CONTINUOUS DAMPPROOFINIc NO. Date Revision By —————————— • ,.. •-�. ------.------------ EIBNTPIDOR LII'S .. .. - - /^ROUND PERFORATED PVC - .. DRAIN PIPE WAAPF®WITH r }I-Ot Permit Set JRM FILTER-PARRICIN WASHED GRAVEL SURROUND(INTERIOR No. Date Issued[0 By • eEXTERIOR)-RUN DRAINS TO Title SUMP PIT.DRYWELLS ON SRE '` Wall Section �Z WaII Section - Through Gambrel Wall Section - Through Dormer `"F 12-/d ' 0 6• I' T Y - - - Date Match 0120114 //g� /q, - Scale 12"=v-T i Y Y . 1 . - Job No. Drawn By JRM 1 ) GENERAL STRUCTURALNOTES GENERAL CONDITIONS �• ' t THE CONTRACTOR SHALL FIELD YETOF7 ALL EXISTING DI4RaSI0NS /�//. A`• ' I PRIOR TO COMEDIAT LY O QU y WORN,AND SHALL NOTIFY THE 1 h0. ARCHITECT IMMEDIATELY OF ANY OSCIEPANCIES BETWEEN 711E DIMENSIONS • • ` iff C/,.. LE SHOWN ON THE CONTRACT DOCUMENTS AND THOSE MEASURED N THE FIELD. - P .THE CDNTRACMR SHALL NOnFY THE ARCHITECT IMMEDIATELY ABOUT - T ANY FIELD CONDITIONS UNCOVERED DURING CONSTRUCTION THAT MAY - COMPROMISE HUMAN SAFETY OR THE SAFETY OF ANY EXISTING TR NEW CONSTRUCTION. AFTER NOTIFICATION OF THE ARCHITECT ABOUT ANY CONDITIONS DESCRIBED , N ITEMS 1 AND 2 THE CONTRACTOR SHALL ONLY PROCEED WTH WCRK INTHESE AREAS AFTER RECEIVING WRITTEN DIRECTION FROM THE ARCHITECT. ' THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS.OF TEMPORARY SHOP&4 BRACING.OR OTHERWISE PROTECTING ANY PORTION ' OF THE EXISTING STRUCTURE FROM DAMAGE DURING CONSTRUCTION. - .. FOUNDATIONS AND BACKFILLING - ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED.INORGANIC SOL HAVING A MRMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. - - IF NICE IS ENCOUNTERED.SEE(EDGE RECOMMENDATIONS BELOW. . IN THE EVENT THAT UNDISTURBED INORGANIC SOIL CAN NOT BE FOUND _ AT THE BEARING ELEVATOR INDICATED ON FUNS,THE CONTRACTOR SHALL EXCAVATED DOWN TO AN APPROVED SCL LAYS AND THING THE SOR BACKUP AN ENGINEERED COMPACTED BACKFILL. - • - '. BAIX FILL MATERIALPRIOR MUST IT APPROVED BY THE ARCHITECT 17 OR SHALL BE H ES • :ELL GRADED. PRIOR R ITS PLACEMENT B THE Flab. IT SHALL IA WELL TRADED,.ANY BE D FER B WOOD,GARBAGE. DETERMINED MATERIALS. TH LS . ORCAMCS AND ANY OTHER SUBSTANCES THAT ARE DETERMINED 8Y THE CAPACITY OFE IKESSCIL ON S1 E MPROMISESOILS MAY THE DUALITYES OR BEARING HOUSE CAPACITY CF'TIE PRO ON SITE SOILS MAY ONLY'BE USED TOR - BAp(iILL UPON APPROVAL OF THE ARCHITECT/REPRESENTATIVE. - BACKFU BENEATH FOOPNCS AND SLABS-ON-GRACE SHALL BE PLACID - - ., •1 N SIX-INCH LIFTS,AND IS TO REVIVE A MwONM OF TWO PASSES - - • WTH A HAND VIBRATORY COMPACTOR. ... .. - - FOUNDATIONS ON LEDGE - Residence Proposed p •SCOMPLETELYRFACEWITH EXCAVATE SOILS AIR AND OF THE EXPOSED LEDGE - R@SId@nCe 9 SURFACE E COMPRESSED AR AND WATER AS E PREPARATION 10 REVIVE NEW FOOTINGS - + t DOWEL ALL FOUNDATION WALLS AND F007NM WHERE - -TOP OF LEDOE/BOT.OF FOOTING ELEV.IS WIINN C-O'OF FIN.GRADE 6 Quail La USE#6 Y A•-0• IN Lane DOWELS AT 2A"O.C. 1-I/2"OIA X 2'-0•DRILLED Fiyauai Lan HOLES NOU SET IN -SHRINK GROUT,TYPICAL rt NO FOOTINGS ARE NECESSARY WHERE ME LEDGE IS INTACT AND • - Massa s�tchusetts UNFRACIURED,SUB.ECT,TO.VISUAL DIWECTXN BY THE ENGtTEOt OG63� WHERE BEARING CHANGES FROM LEDGE TOSOL PROVIDE A TRANSITIONAL BEARING ZONE OF COMPACTED CRUSHED STONE AS DIRECTED - 1B BY STRUCTURAL ENGINEER. t6'R . CONCRETEI T�- W PVIS�ERES _ w ) A J TS 16•I.C. ALL CONCRETE WORK SHAH BE PERFORMED IN CONFORMANCE WIN THE - , RETEST EDITOR OF Aa-318.•BUILDING CODE REQUIREMENT FOR S REINFORCED CONCRETE'. h t:CONCRETE SHALL ACHIEVE A MINIMUM DESIGN STRENGTH OF7000 PSI AT 28 OAK :ENFORCING STEEL SHALL WIFORM TO ASTM A615.GRADE BO ANY 1T PR -it o REINFORONG STEEL TO BE BENT IN THE FIELD SHALL BE GRADE 40. - PF MBE WELDED WINE FABRIC SHALL CONFORM TO ASTM A185. - NOH-SHRINK GROUT SHALL BE•EMBECO 153'BY MASTER BUILOE:S• - - 'SONOCROR•BY SONNEBORN BUILDING PRODUCTS,'FIVE STAR(ROUT' BY U.S.GROUT CORPORATION.OR EQUAL AS APPROVED BY THE 13 ARCHITECT. , .�i .�i " R MASONRY. �. .,� _ - I MA . ALL CONCRETE MASONRY UNITS SHALL CONFORM 13^ P - S TO ASTM C90.GRADE N.TYPE L FLO R) le .0 A bw LPL Dewing•SPhmtd Arehitteeta,Inc.' N" U - .. tab Mount Auburn Sorest - ALL MORTAR_SHALL CONFORM TO ASTM C276•TYPE S. �/ CamWdae.MA 02138 USA i O G FO T 617.BJ8.0068 1 " C,011IN n G� r� • .I a �. _ aP r1 ./�.`�i F Bt].B4].B]73 u to ®6.0. .a'1 FW R) t6• .G ern _ //�j' E 0sardiodaard..com // BBAM POCxET - . OR P GENERAL NOTES: PITTING,_- VLB �JQTrMFRYOAND1 OR AD-k shill-I'-to aide a4 bcd codes and \\: the reRuiemmb of the Icad ge deporbnml p� Th.Cmmd Contr«Im ahal Veep the project yenmdly dam If A debria and Pkk IP at the and If e.h oPn c a is rock doy. 3- 1 j - J - - "Aq rmk aAoo be dme�b a rmbnmlie mama. - Materida uW agaipmml to mmplY with aW IN, iMIdIM«cmdbg!e mmutectven'YecommeMdiona and",try atmdards, 1T P - FLO RJC ISM, IV .G - Tha Cmtrador(a)r!>m tvnDimiae himaNl.Ilh aM ,• wily evstiy car 60-A The Cmtr«tor(i)shill 1T I)OI T6'OC R) STS 16• .G j $B U ' _ p%r«a faea and -Th.tmtr«tor(a)ah it amr an m d/ d No. Date Revision By of vM«men aaa or my Cams reauestea by o.nm . orkrhR«L Qp . For rmmtbn proRcta.the Cm4«tm shill realer Po BAYEC toI ON omooc t mt If of the dal—idIIAim prior \ / to U.O IMit-mml of qL / /Specid crosWmarem Child ba¢eeA to Pot«t and aege8ale mem wf / 3-14 Permil Set JRM aahedded for moarfieafbna MoleNda ma alma - - - - - - andl mottle ew i q Weaa etherrbe/pled No. Date Issued to By . a1B r16 r ad aA• � � � Title _ Proposed First Floor Framing Plan . Date March 012004 Scale 114•-I'-T 11 _ Job No. . ./,�i Proposed First Floor Framing Plan Drawn By JRM Scale: 1/4-=1'-0• - ii I Ii . t ° NO i �III o - , 0 hill! v JONES b2x6,Q . HOUSE Proposed Residence , 16 Quail Lane Hyannisport ji Massachusetts `I --- 02630 I � } - I L i LVL - IZ u^FLC R P I=-Iosm NMI 16" .0 1 Dowling&Schmid Architects,Inc. • 'naPRo ze 4Ewjy 148 Mount Aub,m Street - JOTS Cambridge.MA 02130 USA r anete.aaee yy r=mil c al7..nrrsa e CO - ;7 a 'i� I. �® 'i �I no 2ss A, a deardied:amn.eom ' - I L WN 12.,r '/.1 C _.._. JOLS ®6-Q. l `VL CO 1 I � 01 VL �; --- u- III AO. 0 S O - �• ' R I 1 O.0 I1 J .�1 .. > I F _ 11 Loa JOTS @ vo.q. 1 - \`\ No. Date Revision By , 11 . - r vao ssg -- - --- — - 1-1-04 Permit Set AM o.— — - N Date Issued to By Title Proposed Second Floor Framing Plan Do 1 • _ _ Date March of 2004 Scale 114'=t'-0' F 1 .2 ' Job No. i Proposed Second Floor Framing Plan Drawn By jRm - a a `� MUM e AT e@O P GAA®R}yL� RUNU DOUBLE RAFTIRS, - Dat0 ROO _ / .,i10\•'• F.IIXS,De OF �I•�/l` . C cr �4 hMRIDGe BOARD.TYPICAL Plan North . - - - DOUBLE RAFTEA9, 1 i y . cWrER OF DOA�R I . O4TLJNE OFSfO•D j � • DORSffR 0.00PtlNe 3 MPFEAS ICO.0 , '. JONES I I - HOUSE - - _ "• _ _: <. _ I � Proposed ' Residence _ 16 Quail Lane Hyannisport i Massachusetts, --- - -- 02630 . LDR F - , j RI h10Y It AAFTEiS I ( I. - DOUBLE _ DORO�A(rYN II Ii II I' --- I' EAIX 561E OF A � r — r I I I- I _ I I a�D i P I 'D.wing m Schmid Arohitaeta,Ine. IT _I i A i L-__ l I 1 I"MoDnt Avm,m Sv,,t - 1 I - I —_ — y i 1 Gm0,id0..MA 03130 U5 it T 617.876.0088 F 817.5,17A773 E da.M•ds.rW m • t. j I mo 00B.,FftBsj - wi- iZ F 0 MOOF. ,� O IR 16' I� •- I t6' .O IX DEC DO LUIrEM 'I O7ICA OF DOMOUt m ao vAUEz RAPLFJ6 I 1 _—J ' v xt LEY: .I Ri nw vnttET a,+Frvcs . . _ I I_:.' j _ — ! No. Date I Revision By }I-91 Permit Set YM So. Date Issued to By I mD ook T RAF,Mg I I I itle Proposed • I � m�o.c I - P Roof Framing Plan I I FE F-= . - Date Memh o,204 Proposed Roof Framing Plan tale ,.-,� 1 Job No. F ! .3 . - w Drawn By JRM i i • S7KE DETECTORS O.K. BARNSTABLE BUILDING DEPT. - � IL � w m-as ® bi HIM R ff OrT, D28CRIPON MANUFAGZl�/MMM- 64 voum E NUN. ANDOMM 206G 4 DOO/01.E NUN. ANDM%M 2OW i DoluaL.E NUN. ANDERSIM 2=0 _ - SCALE: 114' � P-0'4 MUNAATMIN . J - a G.C,TO VERIFY ALL SR£t AUANTII'Y PRIOR TO ORDERING WINDOWS so ALL CCPIBINATION WNDOWS TO aZ SPACED W/STUD POCKET -71 Q e - z lip 7m r�rr ' �.�+' qp SHEET J.2 C M. 6 ., Sc:ALE; 114' I'-0' + JOB= 9930 ' DRAWN BY: KW Oe9W VW '3'lSV.LSNVVG r1Z XOG L m NOUXI ISN QNV NID! 3C RX60 V 111 NOO U' t Noilvao� sor p II II I Q �I IJ�J v uu LL! fPF i 100 LEM m r 7P 1 Ali 1 V g ti . 4 I � 3 GARAGEIL ' (� bl I lu lu Tl • - 4•-10' 0'-2" Id-0• q._3a 3•--9° H u I -p . Id O• 0•-yY� lJ PORCH I ifs I� m I 6 FAM I LY ROOMFi Q �•-a ss•-1° I a-s 1/2" 16•-2 1/z• C 12'-d eL o � 11 qO to v I I �I '�� "s. e•aa>� �e-ate m � -g W PMITRY I� - Q 1 f CXT.PIN/SIDE LITES CnY�� v a I MM,./s1.I.ITES r T I 'I�I 5 a Of.2E08 a STUDY - P I 4 1 Mr.20 S Fl18E-RATED - 6 19 IPtT.2K8 1/.I Y r.. C 6 I r U b TENT.24G0 '. V U ON 1 I`1 1 �. �.1 V I 0 7 1 INr.5060 FIRM04 e r�1 QQ 19 o Za tl 2 7•4 I.OVIMMAD --- --- L.J L ---- - - la 1 Bw.03+LaD emLco kv EMT. 0 1 3 1 Orr.FRO404 6065 BEN ;p - - 14 1 IPIf.1666 t eIL ------ ON IS INT.M.-d-FOLD F 6WLT-IN r-I . _ s G-C-TO YF.RIFY ALL SIZE•QUANTITY PRIOR TO ORDERING OOORB m LIVING I; FOYER IT 26'-0• I - 12'-31/2• 21`51/2• Q peg �9p II DINING a ' m 1 if1 ' O (/�1u1 O 1 1���•q�® Vr 1 3 SHEET AB '-O 3'-0• 0•_5• B'-6° 0'-5� 0'-O° 5'-O• 5'-0. ,r SCALE: I/4° - 1'-0° • 30'-O• a•-w 2'-IY IIr-o' r-o• a•-o• JOB: 9a130 DRAWN BT= KW N O�loI,1pof1x1,�N QNb' �le'�3 :INIODOOU4� V�N2CI � 11l2N O t 0 _ 3 I I laill I t 18 � I 1L is 4 F NNva.9haps C}y L43�'! � O V r _ LLl I I I t qt. . 1 01-. .&1 L^•,Q IQ-L ® - .L/I 0 _ V I DO , L J r O -- LJ C i O 74 1 r�;, W C E � ,b ,L Q .b-1 s a o-BI ID s efl .m Y N Os� O m C) O - O O tu ZI M � b o � I "v a II Iill I.II 1 II Lo 069CO NfW '318V.LSNWV9 ZIC N®II.Lonw.L%Noo QNV N01930 ONMCISIV III2N,® Z m :NOIld7O"7 QOr Q IL • o V J vQ .0-ALL N I ------- ——— ----� I. _--L—L---I 1 I PS L+J I I I 1 ��� I •� I 1 ------- ------------------- P P I --------------- -- --- --------------- L----- --- ----------- --- -- J °' P'I I I I Ir I i i i rt� � 'a'O°91 a (_i J '0'0°91 a_ I I I •� � I I I :0 1 _ 1 ® I I L+J L_J � I 1 I I I e � 1 --- ——-i IL--------- I r--- --------•------------------- — 1 b �El 13 b a I � � I I ib-ibl .b-ibl I 1 ��13p rl� 1 �d L - � 11 I n 1 1 b I � 91a� •o-�r '9'0r91 a -El r- rt �- I I \FAIR. 1'd I I I + 1 I I _ — i ------- -- --- -----------� I o 1 - N .0-.02 .0-101 4 cr OMO VW 'TIOVISNUVIR CIS X09 � m NOI-LO(%.LSNo:) CNV NO 1 3oI ® ��N�I�9I IIIIINI® Q 'Nollt/?OI GorIt 2 O a g L pNIW-- ° y � L I / J a � s Y 3� u lb 'NIW ,8t� IE I = Z o en Q L�—m I E I., I I I / / / I I a ' .0-,v nWq � 14 ,g - f ♦ Cd 3 � � r t { r rrl- -All tPlieb-z'96 1906 =XVj 931t► ,®r9's-909 $3N Hd NV IJ y 6 N®110MIA,SNOO CN`d NIDISMC N 100.00011 �NoiteDoI eor � q a TM IL e C � � H e s I Y —JJ --� -'—_—• — li a —T �® r� -e— I {{1: eJE a _ IL LZ ° � a a --r— _ Q I 193C N00,0oui Noita�o� sor 4 r Ily 10 ti �. 70 91 41 oAl>t& —iTl Ii ® M EEe 31 rM E�M_� r—7 L � oor— IL 7- kill LJ II- x I i �r JL I L 7 — { LEGEND ExisrlNG PROPOSEDa Leaching Area Requirements SMITH 1 Edge of Pavement - S7; 6 BEDROOMS AT 110 GPD/BEDROOM = 660 GPD _-._..- Water Pipe w - GJ� OND LOCUS ADDITIONAL 50% FOR GARBAGE DISPOSAL N.A. Leach Pit 54.5 t•- D OCEA VV_• Leach Field 55.05�s' N P �� � ? PER( RATE. = 2 /1 MIN. / INCH (CLASS 1 Catch Basins ) Septic Tank 0 ------------- x 53.7 Z v LIAR = 0.74 GPD/S.F. Distribution Box o } YANNISPORT Water Gate s4/ Light Pole \ 'Q� _ `� HARBOR MIN. LEACHING AREA OF SAS. -0-- Utility Pole o, v�--_-- --_ `1sS , -" 660 GPD/ 0.74 GPD/S.F = 892 S.F. MIN. `�_- ---- Contours - so !� 5010 Spot Grade 54.4Test Pit Z77�`,-`� PROPOSED SYSTEM SIDEWALL (12+54)(2)(2) = 264 S.F. LOCUS MAP BOTTOM 12 X 54 = 648 S.F \1 43,561 sq.ft. �` SCALE 1 - 2,000• 1.00 acres ', ASSESSORS = 912 S.F. A S. # _' 18.15 ! MAP 287 48.6 (SUBDMSION OF ) PARCEL 109 �� C.B. ,\ �� ZONES GENERAL NOTES N ti 56.0 F D. R F-1 & AP ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH x 49.4 51.8 w MINIMUMS TITLE V OF THE STATE SANITARY CODE DATED AREA = 43,560 S.F. MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. FRONTAGE = 20' one r _ , dri / i WIDTH =.:125 ANY CHANGE TO THIS PLAN .MUST BE APPROVED IN WRITING t. - N _ . FRONT SETBACK 30/ BY THE DESIGNING ENGINEER.. • 47.0 i .A5 • SIDE SETBACKS 15 \ 'REAR SETBACK = 15 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLUNG, 46.0 1 5 1 ry�O <v / BUILDING HEIGHT = 30' NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT y OJT r FOR INSPECTION. 49.3 CD 0 x ; / ? S THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN a ' 5.s ' Ory FR APPROVAL BY THE DESIGNING ENGINEER. M w '00 RQp• x 48.1 3 , C 3/4"-1.5" WASHED STONE • 0 0 DRY ?r 1S• / ALL SANITARY DISPOSAL. SYSTEM PIPING TO BE 4 PVC. m V ry f �W�,Y GAf?A •�. F G 12 Z pQ WA E 51.9� \ Q 46.1 �1 � (INE •. :. a . EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING 54' SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER 310 CMR 15.255. PLAN OF LEACH CHAMBERS ��_ /� ��° / i � Tip: EASEMENT x 55.3 V .1� irj ti , , 54;2'` NO SCALE PRIMARY BENCHMARK : N.G.V.D. 4 try -.SQ. FT. PROJECT BENCHMARK : SEE PLAN 44. PROP / 0. - _ •\ OSED H 04f ACRES 54 �U x 48.5 � x 2. � N - �`SE �' ��`"----.:.x 54.1 12 LOCATION"OF.UNDERGROUND UTILITIES ARE APPROXIMATE AND / D FINISHED GRADE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE f� °44.7 <� x 46.8 �1 , 52 LOT 1.0 _ ��/� UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 12MMIN. /j�\/\ �� �/�`C/\��\�t� / / COMPACTED FILL • _ _ i 1 � _ _ �231, ; t!N^`__-65,052 sq.ftr_-_-" 2 . PEASTONE s �� N►� N 1.49 acr-es 4. 0. a •- 3 4" TO 1 112 " BENCHMARK ; <° N, .�` a 1a� f » a DOUBLE i tv :V : . 24 :A. ON GAS VALVE x 50 x 48.3 WASHED STONE .� • 4 EL. 41.48 _ � � 0.6 5 l p 40.8 L . x _ E R O A C P H N S � 4 E - 4 G D 9.1 4 S R 4 Y E �V NOTE. LOT`1A WAS SUBDIVIDED INTO LOTS 1 B &7 20 BY PLAN 41.5 STE - TAi M NG WA trees r ENDORSED AS A.N.R. BY THE 134NNUTABLE PLANNING BOARD #142.4 RESERVE 0. SEMON DECEMBER 14, 1998. o 7 x e0X L_ .`AREA �,. •h -VIEW EASEMENT NO SCALE 39.7 42.4 �- 1 44.6 1 `_- �2 39.8 __- r---- _ 8,224t SO. FT. r r- LEACH SYSTEM d42.3 04\ �" ^►� 0.19t AcREs-- _ f, o OF Uq .2 �0 $ x 44.7 - �+. _ \ \ �1N OE s �4 s�� � lawn '- ` - -- ---- --�_------x 44.1 ,- x 41.5 ALL PIPES TO BE SCHEDULE 40 PVC ���° s9cy - TEP 8.9 _ _ l f USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS et' 1 ` 3� �.- �x_44 6 _ - -- - fr�, 2'X 44' C. ELLiS x 43.1 /_ _ - IN A 1 WASHED STONE TRENCH AS SHOWN No. 29674 i t az s - 38.2 '.` o ` 2, // �fGISTIx ER�`��3�'` 35.2 35 127�'8• 42 - __ _____- aAl 34.9 N7816' �- -3)~ 8.0 �--- aZ�,O ���i/ PK NAIL.'r �x.`37.4 f _ ed 30 W one- -_- _a v 90 - - SET - DWELLING SHOWN IS 34.8 -- 37.5 +--` - `__ ___ -_`y 1 �___ . , » , 3 '8 I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE PROPOSED D - 9e ofW 33.3 O■ 34.8 Pavement Sidewalk ' 25.72' a �� 5 IN COMPLIANCE WITH LOCAL ZONING BY-LAWS WITH RESPECT TO SETBACK REQUIREMENTS PA VEMENT 34.2 _ N 84'S6 18.74' 36.5 ~, 3 37 -�__ 39.0 3. �� p WIpTH , 3�W 44.46 Tp -t 59.32 5�2 ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA. 24 33.9 --- -- 34.3N85'16 W , 34.2 Septic System Design curb 42 •�L 34.3 R-150�?2 :_..-•- 33.9 - PUBLIC ��� 33.s Y"` ""- 33.9 THIS PLAN IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY LINES. • WAY ,Q At the Corner of Edgehlll Rd. & Quad Ln. 34.0 VARIABLE �� �, ,�• 3 5 _ ,�, W1pTH REGI RED ROFESSIONAL LAND SURVEYOR DATE Hyannis Port, Massachusetts 20 0 20 40 p PREPARED FOR SCALE IN 1' = 20' Hugh G. & Katharine F. O'neil i DEED REFERENCE BOOK 3017 PAGE 332 - 334 & CTF. 82631. TITLE DesignSchedule ELEVATION BA=R, IVYE & HOLMGREN INC. Proposed House & Septic System TYPICAL SYSTEM PROFILE Finished Grade - 47# SOIL LOGS DATE: 12-08-98 #P 9298 p p y TOP OF FOUNDATION 48.0' WEER: BOARD OF HEALTH AGENT: FiNISHET) BASEMENT FLOOR 40.5' ENG John R.Ellis,P.L.S. Jerry Dunning, Barns. Health Dept. NOT TO SCALE Proposed CONSTRUCT ACCESS FINISHED GARAGE FLOOR 46.5' Top of K4*11LE OVER LET SEWER INVERT AT FOUNDATION 45.0' TEST PIT 1 TEST PIT 2 BAXTER NYE & HOLMGREN INC. Foundation - 48.0' `• FINISHED GRADE DVER TANK = 6' FA SH GRADE - _ gI Ewe INVERT INTOSEPiiC TANK 44.8' G.S.E. - 42.4' G.S.E. - 42.3' Registered Professional SEWER INVERT OUT OF SEPTIC TANK 44.5 SEWER INVERT INTO DISTRIBUTION Box 4os 0 "Ap" LAWN AREA "Ap" LAWN AREA Engineers and Land Surveyors . 812 Main Street, Osterville,Ma. 02655 . ,. FINISHED GRADE OVER A BOX = 42't FINISHED GRADE OVER LE 18 18 � 4' SCH. 40 PVC �►� = 42't SEWER INVERT OUT OF DISTRIBUTION BOX 40.3' " :_ _. ti M1 FIRST r RO DE LEVEL) 12' (Min) Cover ' Proposed (TYPICAL) - , 4 SCH. 40 PVC SEWER INVERT INTO LEACHING SYSTEM 40.0 Phone- (548)428-9131 Fax - (508)428-3750 Finished 6 c"w OLD't"ra 36 (max) Cover �. BOTTOM OF LEACHING SYSTEM 38.0 "B" MEDIUM SAND "B" MEDIUM SAND Basement I tees � 4• scH ,ao PVC 10YR 4 6 10YR 416 Floor = 405' BAFFLE suip WATER TABLE NA 36 36 . :F b 2'Layer 1/8'tol/2' • - Peastone LEACHING "C" MEDIUM SAND "C" MEDIUM SAND FOOTING : ..:._,. • Reinforced Concrete 6' CRUM Slope = 0.005 (MIn > 1 OYR. 816 1 OYR. 216 s BA 4' PVC 120" 1 1200 DATE: 08/22/03 ;..:•: _ : :.::::.. .;.�.. - NO WATER ENCOUNTERED AT 2. PERC 0 - 66" 0 T.H. #1 REV. DATE: REMARKS BUM N ELEV. _ 3W RATE= < 2 MIN/IN 1. 8128103 REV. SEPTIC SYSTEM e 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5.71 TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE BE INSPECTED CLEANED ANNUALLY DRAWING NUMBER NK TO & No Groundwater Observed Elevation 32.3' LEACHING srsrEM1985\85258\85258CSP.DWG SEPTIC TA 85258cs .dw LEGEND, Uj EXISTING PROPOSED > Leaching Area Requirements 0 < ........... Edge of Pavement S75-28 S T. 5 BEDROOMS AT I 10 GPDIBEDROOM 550 GPD Wa ter Pipe w ,c LOCUS OND ADDITIONAL 507. FOR GARBAGE DISPOSAL NA. Leach Pit 54.5 0 A/V Leach Field 15-76' AN E 55.0 PERC RATE- - 2 /1 MIN. INCH (CLASS I 0 M Catch Basins V) ....... ....... . ....... Septic TQnk > 53.7 z 0 LTAR .0.74 GPD/S.F. ; 13 z Distribution Box HYANNISPORT Water Gate HARBOR MIN. LEACHING AREA OF S.A.S. Light Pote Utility Po(e C� Contours 550 GPD/ 0.74 GPD/S.F. 743 S.F, MIN. 54.49 TP Spot Grade Test Pit PROPOSED SYSTEM SIDEWALL (12+44)(2)(2) = 224 S.F. 50.1 LOCUS MAP BOTTOM 12' X 44' = 528-: S.F. SCALE I = 2,000' TOTAL 752�'S.F. ASSESSORS MAP 287 48.6 (SUBDIVISION OF ) PARCEL 109 C.B. ZONES GENERAL NOTES: FND. /�5(.o x 45-4-\ RF-1 AP ALL SYSTEM COMPONENTS SHALL 8E INSTALLED IN ACCORDANCE WITH 75 1 8� MINIMUMS TITLE V OF THE STATE SANITARY CODE DATED AREA 43,560 S.F. MARCH 31, 1995�& ANY LOCAL RULES APPLICABLE. 'Syo FRONTAGE 20' WIDTH 125' ke N ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 47.0 FRONT SETBACK BY THE DESIGNING ENGINEER. 30' SIDE SETBACKS = 15' ey, (0 REAR SETBACK = 15' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, /'7 NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT 46.0 5 1 Cj 30' BUILDING HEIGHT FOR INSPECTION. 49..3 �1', 0 n THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 1.5" WASHED STONE px.) APPROVAL BY THE DESIGNING ENGINEER. 00 'PR X 483 OP.? G�% RA CIE 55. 2# ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC. M D- WA re 151-.9T .................. < 46.1 Nil _j EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING �v SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER PLAN OF LEACH CHAABERS 310 CMR 15.255. Cj NO SCALE X 4 x 55.3 4.2 PRIMARY BENCHMARK N.G.V.D. 44.14 OSED PROJECT BENCHMARK : SEE PLAN PROP 5 21.6 x 48. OIJ 12' 5 4.1 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ('V SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE 44.7 x 46.8 FINISHED GRADE Z_ Z77 UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. COMPACTED FILL 36"MAX.- 12 MIN. 0 4 11" 65 j 0 5 2_S q.f t.- 4P.6 ......................... ...... PEASTONE P0 1.49 acres 41i 314" TO, 1 112 N 305po 9tNCHMARK DOUBLE ON GAS VALVE 10 x 48.3 2 4 C\1 WASHED STONE EL. 1.48' 45.9 x 50,6 4 40.8 LCACH/ (3 S 0 4 4 41.5 N 49.1 41 # YS TEM trees NOTE: LOT 1A WAS SUBDIVIDED INTO LOTS 18 &7 26 BY PLAN PT ENDORSED RE PRO'D", OD U) AS A.N.R. BY THE BARNSTABLE PLANNING BOARD QO 42.4 Osr k-21 SECTION DECEMBER 14, 1998. IER VE 0 "'AREA 10 x 42.4 G WALL 4561 sq.ft 397 ...... ,,, 3?. 0. 1 NO SCALE �.,44.6 1.00 acres 39.8 ­­-_­- I,­ 11, 1 1 1 i� i t2 �Z7­ VIS T S. # 18.1 5_ LEACH SYSTEM Q 42.3 38.2 x 44.7 (IF x 41.5 8.9 lawn ALL PIPES TO BE SCHEDULE 40 PVC S T EP F I E t,I USE 1 -7, 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS x 44.6 H� 44 S� IN A 12'X 44' WASHED STONE TRENCH AS OWN .4 x 43.1 38.2 I 7�221 6 1 x, 1-7 35.2 N78-16 -)3 ,357 "ZI t 34.9 con-e"'wa/1 PK NAIL,,,-� x 3 7.4 27, 0 e 8 1 CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE PROPOSED DWELLING SHOWN IS 37.,5.- :t "i e 34.. SET 34.8 Of Poverner) Sidewalk -LAWS (WITH RESPECT TO 'SETBACK REQUIREMENTS 44 46' < e t ,5es- 33.3 IN COMPLIANCE WITH LOCAL ZONING BY PA 39.0 T 34.2 36.5 34. N8 -L=59.32' ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA. 4*56 t,30"W 34. ,,ratem Design 24, 34_7""' Septic S.... 33.9 85*16'4_27%7 R-_150-22- 334�, curb ""'"3 33.9 THIS PLAN ' IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY LINES. d 34.0 At the Corner of,Edgehill R n & Quail Lne, PO &LIC VAR/A'91-E IL Hyannis Port, Afassachusetts RE ROFESSIONAL LAND SURVEYOR DATE ­0 -0 2 0,--,, PREPARED FOR ` SCALE IN 1" 20' HUGH Go & KATHARINE FoONEILL DEED REFERENCE BOOK 3017 PAGE 332 334 & CTF. 82631. TITLE TI' N BAXTER, NYE & HOLMGREN INC. Design Schedule ELEVA 0 Proposed House & Septic System Finished Grade 47'+ TYPICAL SYSTEM �PROFJLE SOIL LOGS 12-08-98 #P-9298 TOP OF FOUNDATION 48.0, ENGMER : BOARD OF REALTH AGENT: FINISHED BASEMENT FLOOR 40.5' NOT TO SCALE John R. Ellis,P.L.S. Jeny Dunning, Bams. Health Dept. CONSTRUCT ACCESS Proposed FINISHED GARAGE FLOOR 46.5' MANHOLE OVER INLET Top of 4 TO TANK TO AT LEAST SEWER INVERT AT FOUNDATION 45.0' TEST PIT 1 TEST PIT 2 Foundation 48.0'. WITHIN 6' FINISH GRADE BAXTER, NYE & HOLMGREN INC. FINISHED GRADE OVER TANK 46't SEWER INVERT INTO SEPTIC TANK 44.8' G.S.E. = 42.4' G.S.E. 42.3' Registered Protession"d SEWER INVERT OUT OF SEPTIC TANK 44.5 LAWN 0 "Ap" LAWN AREA Engineers and Land Surveyors A BOX 42'1 SEWER INVERT INTO DISTRIBUTION BOX 40.5' 0 "Ap AREA FINISHED GRADE OVER AHING TRENCH 42'± SEWER INVERT OUT OF'DISTRIBUTION 13OX 40.3' 812 Main Stre' t, Osterville,Ma. 02655 4' SCH, 40 P VC o FIRST 2' (TO BE LEVEL) 18o$ 18" Proposed .(TYPICAL) 3' Wn.) 4' SCH. 40 PVC 12' (min)- Cover - (508) - b- - -3750 6' (min.) SEWER INVERT INTO LEACHING SYSTEM 40.6' Phone 428`9131 Fax (508)428 Finished C)L2' (m1n) 36' (max) Cover Basement FVU BOTTOM OF LEACHING SYSTEM '38.0, "B MEDIUM SAND "B" MEDIUM SAND CI tees 4- SCH .40 PVC F(oor = 40.5' GAS BAFFLE N.A. WATER TABLE 36" 1 OYR 416 6 OYR 4/6 If,�Pl 2'Layer 1/8'tol/2' 3 " 1 FOOTING 7 77 7 7 77 1 Peastone CHAij RS "C to MEDIUM SAND C MEDIUM SAND R ein orced Concrete Stope 0,005 (min 1 OYR. 8/6 1 OYR. 216 6' CRUSHED STONE BASE`_ 7 4' PVC 0 0 120" 120" DATE: 02116100 F, �00 .0 0 0 - - DO 03 NO WATER ENCOUNTERED AT EL. 32.3' 10001 01 19 ,00, Col 1001 00 PERC @ - 66" @ T.H. #1 REV. DATE: REMARKS RATE= < 2 MIN/IN BOTTOM ELEV, 38.0' 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5.7' TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE __WMNG NUMBER SEPTIC TANK TO BE INSPECTED CLEANED ANNUALLY No Groundwater Ob-�erved i0evQtlon 32.3' LEACHING SYSTEM H:\ I 985\85258\85258CSP.DWG 85258csp.dwq 7