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0050 TOBEY WAY - Health
Tobey Way Hyannis V Y _ A=246 082 t rl' �I ji _ TOWN OF BA��R��NSTABLE o 4110(o LOCATION 2 iy'L� SEWAGE # OG 1130 VILLAGE t ASSE3.3&R&S ,-,�P,& LOT&-__d `O�'� INSTALLER'S AME&PHONE NO. 7. 4016mle ` SEPTIC TANK CAPACITY / LEACHING FACILITY: (type) /`�� 64,4#�D (size) NO.OF BEDROOMS BUILDER OR OWNER 6� PERMITDATE: a 0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t ��_�. 1. w }, a� ` l ) �' V `� V \`\� J �C �s V \� J 0 •a,__ _ e.� \C/` e �� � o � �' � �� �' 3� f • J - �� No. `—/'4�' Fee THE COMMONWEALTH O.F MASSACHUSETTS Entered in computer: -� es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE' MASSAC.HUSETTS 11 _ ZippYication for Migool bpotem'Zougtru'ction er.mit o W= U, Application f Permit to Construct( . )Repair )Upgrade( )Abandon( ) O Complete System ❑ ovidual Components Location Address or Lot No. J;.q �_ ® er's Name;Address and Tel. o: N 1asrww� L _ Own`may. 'rt TorlS UU Assessor's Map/Parcel 1 se 7— W Installer's;?; Ad�ss,and Tel.No. Designer's Name, ddress and TeL �7/�%v�C�2 �� �a on `�?�, ��� , � •pro ,j Type of Building: Dwelling No.of Bedrooms Lot Size - -sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers(o :) Cafeteria Other Fixtures , Design Flow gallons per day. Calculated d_aily flow 7,,LL gallons. Plan Date Number of sheets 1 Revision Date: Title Size of Septic Tank 1 S(a/O F Type of S.A.S. b �. Description of Soil ?e p' s- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 ofAbe.Fnvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss i o d of He lth. Signed Date Application Approved b Date Application Disapproved fo the following reason Permit No. �' Date Issued �, �, ,. ._ �. _''t nrr{��as`. .� � ,,.. r. a�` ♦. v �� .. _ � .. '"-+-::a+N-e+yps-- �'. Fee = _ THE COMMONWEALTH14 I SACHUSETTS Entered m computer: Y, I V Y. PUBLICS HEALTH DIVISION -TOWN OF'�BARNSTABLE,:MASSACHUSETTS 1W 2pprication for Mioogar bpgtem Construction Permit$y �� 0 Application or a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. } J�/� O � wner's Name,Address and Tel.No TaTi4S Assessor's Ma /Parcel p Ova-,Installer's Name,Address,and Tel.No. Designer's Name,,,Address and Tel.No. y , 6 S�v _Type of Building: �' t Dwelling No.of'Bedrooms _ Lot Size L, /sq.ft. Garbage Grinder( ) Other TI pe of Building ii1 n , ra . ., No.of Persons .. Showers( Cafeteria( ) Other Fixtures _ Design Flow LJ L0 gallons per day. Calculated daily flow `- �-gallons. Plan Date _ 5 ' (, Number of sheets Revision Date w Title E Size of Septic Tank 1 n f) e C,5_ Type of S.A.S. 1701 c: tz (n e Description of Soil m .Nature of Repairs or Alterations(Answer when applicable) i, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code'and not to place the system in operation until a Certifi- cate of Compliance has been issued-by this Boa drof Health. , Signed t� . ,�. _. %1 Date9t Application Approved byF Date Application Disapproved for the following; easons - l r� - f _� v Permit No. Date Issued '.2 ----- ---------- ———— ------— ; ---------- -------- --- ----- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comptiance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded,( ) Abandoned( )by at0, ja i• , as been constructed in accordance with the provisions of itle 5 and the for Disposal System.Construction Permit No. ted Installer Designer IN f The issuance of this pf"ermit shall not be construed as a guarantee that the syste wi fun/ction as designed. Date ? it, i��, Inspector ? /Aou AZr ----- No.-- ------------------------- — Fee.-I, COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mig opal Stem Construction'Permit Permission is hereby grantedZon truct ) .epair ) grade( )Abandon( ) System located at / )AU ill/�I�il7�1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction mt<st be completed within three years of the date o is, exit. Date:_ t -<</ h/ Approved by U Town of Barnstable Regulatory Services Thomas F. Geiler,Director ` '" & Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Qp Sewage Permit# 966jul" ' /go Assessor's Map\Parcel Designer: I 0W✓1, /-dJ--ij1nsta11er: J7--qrCa/l1 ee Address: 13 a t, v _ Address: Ozb 21 On �� j— ,oo✓t�s _was issued a permit to install a (date) r (installer) septic system at d 0 6 based on a design drawn by address r rv� Gt l k dated designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relo L ation 6 the , distribution box and/or septic tank. I certify that the septic system referenced above was installed with major-changes:(i.e., greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or .' certified as-built by designer to follow. �n �VZN OF S. ARNE H.u�c�� ao6er s Sign ture) o� OJALA Civic 4 No. 30792 �0FGISTER�o��a� �SS� c Nv (Designer's ignat (Affix Des p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc .ill► � ,dllnl■Illm�, nlmnlm�. /11 nlrm mllllmim ii�.. inn•-•---•-•---rrn..lr.■nlr-----•�..I.n..l.n.r-•-------•snnlrr •. ■n111rm1i ■■■' Ir; ■■■ ■■■,�nrnl■Irnll! .•• nnnrnlll■m ■■■ ■■■ 11/nllq ,,�n..�rmlrrm� ■■■i rlu. ll■I, ■■� ■■■,nllrnllirm ;;; mull■nllirn'■■■I�■■ mrml ,dlllrll�,'�illnm �- Imlm. Im mlln■mmm ... Il■mlirnlal Nominal mllrn I-� .mnmm�l..�nm ■■■! �� nnrlli�,. ■ir�i■■; �■■■ ■�■ - - /mlmllllrnn,.`911) L��J nllmmll. ... 111. 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Immmnnminll ■■■ —.-- _ " _ -- ntn �mmmnlmmmmimnmm�lnmllmnlmmm mmmlmmMm -- ------- 11 ������IIII'IIIIIIIIIII��I m Im■nlmmmnllmmmnlmllm■nl>,►rm■r■nn �Inmimm�m■1 1n1■ m I■ mi/1■I■rrul■w/I>.m■1■mnl■aul/ImPark Street Center i ■I�t/1 11■m■i■1/ul.�/1m ' • NS 6 � Al Lot#2 Tobey Way ,. /51 1-trawn by L.ReyesResidence it OF www.mandrdes F' W/2.2d21fW AWn W/2.2a WVWAW* Ull e r7, M SO� -73� Q r O V S r� El O N aA o io i 71 i71 i i g a NN.F WALL NN.F WALL At W/COWMN W/Cau O = O � cc� - Z - z ❑ ©o fL O o© , N � O 0 r ❑ -- — — —� NDF El ------- --, �IG O oiv Qg UMAL tA Ln � A N — t' iv r 000oo co OD f - w3 N — 4 000® � a000aao❑ �P� � o� � � � o ° o w Qr m 6 Q O SS rn a` f/1 � � Si ii Z �p � O\ •D � �T tR SQ y In g � � 3 J 3 O GENEF&N19M5: FLOM FLAN NOfE5: -Owners aid opffal contracts'shall review all plans,notes and specifications -2-2xl0 headers above all aterlor rcuoh openuillz unless rated otherwise* prior to ca5hdAM. -Closet shelves and poles bg G.C. -hiq alterations to plans must be locket urn the adviwrO t d M+F 19e5M -2x4 ateri r caiztructiai. A55ociate5,L.L.L. -Natures Inmhtmq for habltaLle aid occupiable rams shall have an extmor -M+F Pesign Associates.L.L.C.,Craiq C.Mitchell aid/or Lauren M.F.ege5 glazinq area of rot less than 6'/=of the floor area. are rat liable for structures Ludt fran these plans. Mf the recpved area of olazinq shall be operable. -G.C,oust conplg to all state and local codes,laws and rewlatnans -Attic access panels shall be minurum of 22"x 50"with a dear height of 50". -All dmnen5im5 to be verified m field -Each bath and toilet room shall be awned wlth a mechanical exhvst fan and -G.C.to vaIfq all aistinq site coedlLwns. a55ocnated ductwork @50 CfI.A If operated miarri nanny. -Anq reproduction of plans withoA wrRim pamlssm from M+F t7e5im Associates,L.L.C.,Cram C.Mitchell,and/or Laurem M.Fege515 prohibted INrWa,5fAP W�TE5: -Al on site work to be overseen bq licensed contractor, -Mamum 61/4"risers -Electrical,WAC and plumbirq plans to be povded bq Ikeneed crosuflal.5. -Mamma m 4"risers -All paints and fmnshe5 provided N others. -Minmum 56''hqh hand'a115 -All 5peclflca Amy to be vadled W owl"'and ca tracta. -Maxmwrn 4"ballast spacmm -Exterior window casmcls provided bq deslotnated lumber qzd -Fire stappuq required shall cut off all cmcealed openirg5,mmmwm 2" romlrel 6mbe required -5ee table 2509.2 of Massachusetts 5aate N'IcbrgCode fa fastanmq schectile. � I 2 A' A� 3 - - I vELux I x4 bob 1 PATH._ I 1 I � � I I eox our — ML FOR 09NNEY _ cI- CN,AAdfAM2' _ � A95FAa) 9 - - 13EpiZ00M#3 ° PETZOOM #2 LINEN ® fova - UNFINI%EP p 0 Q 0 C30NU5 BOOM 0 I(D DN OPEN 110 ® ® _ 6EL0`w' ---- NLL IL i¢4a1f -VELux AOCE% FULL CEd11Zg it r--- ACCESS FANEL CLOSEf I FNJEL .. .. �"---J AM% AM95 I VELUX _ F FMff 606 SAVE 5fOFAf EAVE5TGKAGE A I i 5�CONP FLOOF PLAN Z SCALE: 8"pOUGN CEILING ifICK 94(9 50UAPE FEET C LIVINC+5PACE ONLY) Park Street Center FSECOND FLOOR PLAN Flso!ciater, 5 Bank(toej,Suite 201 AA�eboro,M4 02703l//�\1iPhone: 508 222-4734 Lot#2 Tobey Way3 L.L.C. Fax:(508)222-5579 Hyannisport,MA ndrdesign.com s Totas Residence SHEET 3 OF 7 y .6 P.T.WOOl7 P05f5 SEf IN 12"�CORK.FIU.x.J" � Z SOtJOmIBeS MIN 4''0" I� 1 MOW CM 1 I 6EN M NOTES: -Owners and general contractor stall review all plans,rotes aid 5pecificatl" 1 t prior to conztructi n. ——————————r———— -Any alterations to plans must be taken under the advi50nent of M+P.PeSIM 1 r _, j A2 = A2 A7 Associates,L.L.C. I ——————— — I 1' METµ 00117EM -M+R Vesign AssoateS,L.L.C.,Crag C.Mitchell and/or Lauren M,Reyes I I I I pASEMEWAL = I I _ ( Y . are not liable for structures built from these plans. FIT I t —————— -G C.must eM04 to all state and local cocks,laws and recpbtam5 OI I I I -Al dimensions to be verified In field I -k„ 1 -CA.C.to verify all exlstng Site conditions. 1 I 1 tort. I -ereproduction epr�6 C Cdans without written permission from M+R VesIM ----------- --I I PoO:eT r"2`o' i ----------------------- --- t— -------- ----------------J cE++c ---- rates, ratqMitchell.and or Lauren M.Reyeslsprohibited. - I L I ',NI on site wok to be overseen by licensed contractor. BE —------------ ------_-- —— ——-- 1I Ov -Electrical.MrAC and plumhnrq pla ns to l>e p'oYlded by licensed rma,ltalts. ----------------------------- iPOMr Wr N50,1EN AIpa nt5 and finishes provided others. CC 9 ——————————i I -Al 59ecificatwns to be verified by owns and contractor. 1 I -Exterior wncl v ca5irg5 provided by deelgna'.,ed lumber yard ————————- —————- I rmick Mer, I I -F ire stoppnq recp red-shall at off all concealed opennce,minimum 2" = - BA5EMENr5A4i 1 1 normal lumberreq,red I I j j -5ee table 2305.2 of Massachusetts State NildncI Cock for faztenng schedile. 1 I I ?'if COUJMtS W cONMErEF x FOUWArONNOTE5: i I I I -10"concrete foundation wall par unless otherwise noted " -Foundation concrete to be mmirrum 3.00 .in 28 day S 1 1 _ O p.5,I 5. I I 2-CAP.GAS i I r— r —� —� r —� r r— r r i 1 -Al sobs oI be rest on 3,500 p.soi I j •5LOPe CXAa FL00R 5I AD f0 'AI footings to rest on undlstrbed all. OVMEA POOR5A5RE0UM I AU L--J L--J L--J L--J L— J L--J L —J L--J BEAM I Foundatamw�lztoeterrdamnimumof8"atovefnishedgades -MIMMIIM I LAYER OF 5/6"FIRE POCKETT _ Powir I I 1 I RATW GYP.A5REOJM0YM u 1 -Slabs shall be a minimum of'5 1/2"thick of minimum 4"travel. I ,rr 1 1 -6 mil pdy vapor gad with joint5lapped not less than 6"shall be placed between base and slab. jII L—————————_ ——————— = I -Cerage slabs to be mnvnuxn 4"thick on minimum 4"Tavel. fAMM META. I I -Back fill shall not be placed unbl wall has sufficient stregth. _ I I I r— -------------- '� 1 BASEMEN(5A41 1 I I 1 - -Vralnage systems to be provided around bottom of faundatua,to be d ana�e Glez, oravel,crushed stone duns,or perforated ppe5. 1 I I I > b I I I I p -20"x 10"concrete footings with 2"x 4"key way undo'all concete fandatim ——— ———————————-J I - walls mri mrn 4'-0"below Tack. �--------------------------J - - I t---- I 'Q' I POST I I I -I/2"O anchor Lroks nlaxtrrum 6'-O"o.c.and no ma's than 12"off cam's, 46 P.f.UYJOn L------------------------------J W IN Ir'Q cow.FILLEn I �-------------------- --- J r ------ -Vamp proofing required from top of fat.nq to finished Tale. 501,491U E MIN 4'-0" BELOW CRPDE ————————————————————————————— _ INTEf'IOP STAA?t301E5: � -Maximum B 1/4"n5e'z -Maximum 4"r150"5 -Minimum 36"NO hand'a115 -Maximum 4"ballast 5pacnq 3 i 2 A7 Al Al OJFi11F1D ON'NE PCM FLOOR l751S(S& V7"WI M,CVI7R CGLIS SEE FLOOR PLAN FOR SEE FIEN"FLwJS) MAx.6' F OC MAX[," OFF CO Mi MN. ;car.." VARY 7-1J SLL b 1ALL.POLYVAI'M 61M VIRY MN.4"WMEL 1 7.4CMUCUSrrM'AY 4F' 10"CQJO?ErE i cowu(E rope 'r WALL MN.4'-0"DEtpN O'JDC EVAIK"l1Nf rr ASREq,RH� 4 Y G AYj A k MIX MN.S I/1"CQY.51D v /Y�LL/1L llllff�� 6MI:.POLYVAFM Y( 1.A CCNiRUfAl5 EE1WAY -NOT TO 5C&. G(UED 70"JO"CCNiN/t1K MN.4"GRAIL c Q'oELrnvaaE Park Street Center 5 Bank Street,Sate tot FI/4"=F-O" TION PLAN FULL POT LTV L J UB Attleboro,M4 2-473 A4 u LLLJJJ Phone: S08 222-4734 Lot lit Tobey Way NOT TO 50U Design Associates,L.L.C. Fax:(508)222-5579 Hyannisport,MA www.mandrdesign.com s Totas Residence SHEET 4 OF 7 RUN SOIL I M GENEIZAI-N9T5: f0 2.6 50a -Owners and gmeral ca and shdl review all plans.notes d 5peclficaU015 — — — — — — — — — —PIPE DIELOW — — prior to con5t-uclum. -Any alterations to plans must be takm uncle the ad&Onett of PA+R t9e5igi I 5rAR5 I r——— I 1 Associates.L.L.C. I I 1 -M+R t7esigt A5eaate5,L.L.L.,Craiq C.Mitchell and/or Lamm M.Reges I I 2,o.a16"O.0 5tru are not liable for ctxrm built from these plai5. SrCIX I6'- I I 2,1Os�16"O.G. -GC.must cvm0q to all stale ad kxal codes,laws aidregdations I I �----� 6'•O" 5foa N'•7"QEAe5PM1 14'-V"QEARSPMd 2,5.e16"OG. AI cUnensons to be verified m field I 2',0"50a -GC.to verifI all ni5tuA site condtion5, u'-6"CLEARSPAN -Any rep-odution of plarz without wrOm permission from M+R L7e5igi I our Ana late5,L.L.C.,Cra1q C.Mitchell,aid/or Lauren M.Reyes 15 p ohbited FOR CWMNEY -All m 5ite work to be over 5em N licensed contractor. I u t n 5PAa)IJNfAJN 2^ ? AO SPAfE) -Electrical.WAC and plumbinq plans to be provided by Iicrosed cmwltats. AM#2 -A l painte,and fmishe5 provided by others. I GEAMN6,PAI271ilON s FADERS GELOW -A'15patflcatlon5 to be verified by owner and contractor. I -Exterior window caNrg5 provided by designated lumber yard. -Fire 5toppuiq regived-Mall ort off all concealed openings,minimum 2'' I I nammal lumber regnred OPEN 70 I -5ee table 2305.2 of Massachusetts State PujldrgCode for fastmN 5chedrle. I 2.`0"51 M I I2'-o"sroa 1 IL-6"CLEPRSPIJJ �---� GELOW I 2,IOeB16"0.0 FLOOR FRAMING NOTES: I 1 1 2,10,016"0.( I 4'o"sroa I6'-0"5foa I 5fAR5 t2'-7"CLEPRSPMI -Corlvmtlmal lumber floor franeiq 549ten verified by alpplle, 1 I 1 `—__ 14'-1"LIM5PAN -1 1/4"rim jo1st to 5urrcurd perimeter of framinq 5y5tan. -solid blakincl above all bearlrq patltim5 aid grts. r' -Continuous bridglnq at all mi4x5 I -19ouble jo15L5 aid harger5 as required -5ee flax plats aid fandaGon plan for all dlmem&6, -RAISE arAa PLATE 2,, _ _ _ — _ _ _I -Minimum I"airspace between all rre5ary aJ fra m4 FROM MAIN NOOSE TO ALCOMOOAlt 171FEEMNCE IN'TE OF 5fAl?NOTE5: 2-P.f.2,0 IN FLOOR THaNE55 -Maurmm8i/R"n5er5 w/N S�CONn ��OOp �I?AMING PLAN -Ma✓inum 4"n5ms -Minimum 9V'htoh haid'a115 -Maxinum 4"ballast 5paaulq Box sod A5I'EOURR� Pr.aio,ow"0c. 2d0-A16"O.C. ic) 5f0IX 9'-4"CILMSPAN I I I 4-2xl0 C'PT OELOW 5915 i 1 _ I I 2,IG vW'0.0 2JOe@I6"O.C. I6'-0"SfOa 16'-0"5foa .... ._ N'-4"CLEIR�AN N'•4"CLEARSPNd L30X SOL A5REGREO I I I 2-CAP.Ct<+\. a 4-2x10 6K FLOW R 2x10 GUZf PGI OW -%OPE;ARAa FLOOR 5LA6 r0 OVMVAP voOR5 A5REOI1REV I 4 2x10 GR?f IT CIW 1 -41,11 I.N I LAVER OF 5/8"PRE I I RAfW GYP.AS REOIIRE06Y CM I 2,t}ielb"O.C. I 8'-O"5f0a i I 6'-4"CLEAR5FAN I I n076"O.C. I N'•O"5foa I 200,016"O.C. 12'-4"CLEWAN I P.f.2,Sa1611O.C. I I6'-0"5foa 5fA9 5 4'-O"5foa I 14'-4"LLEARSPAN I I I I I I I i Ip51" �OOp F 19AMI NG PLAN Perk Street Center 5 Bank street,suite 201 F02-13-2006 RAMING PLANS AttlL1V U �� Phonoro,e: (50 )2 2-47 3 AJ Phone:(508)222-4734 Lot#2 Tobey Way Design Associates L.L.C. Fax:(508)222-5579 Hyannisport,MA www.mandrdesign.com s Totas Residence SHEET 5 OF 7 CEILING FRAMING NOTES'. 6ENeM NOTES: -5ee flax 0315 for CA- -Owners and geleal ca tractor shall review all plans,roles a,d 59ecif L;atia' 20 lbs./5q.ft.live load prior toconsinrction. 10I6,/ sq.fin dead bad -Any alteratlon5 to plans must be taken under the ad Isement of M+R 17esq -K.17.spruce u 2 Amber or better A550clates,L.L.C. l2'-O"5r0IX -h1+R Oeeiop AsSociales.L.L.C..Craig C.Mitchell and/Or Lama M.Rn es Attic a cess pa els shall be mr mum 22"r30"w tk a mmirrum deer he cj l of'�O" ABOVE are not liable for structures built from these plats, ROOF FMAN6 NOT5: O 15f fLOM 2Nt9 rL(90R -G C.must canply to all state and local codes,laws and regrlaoax -Al drnm5lon5 to be verified n field Rafter sizes and roof pkch as rated Roofu q Shrines Specified by gaieral contractorQ -G C.to verify allexi5tnq site condoms. -Roof ver>ts as sfvNn -Any reproduction of pla15 without written permi5von from M+R t9e5lon C e dNm 2"for proper err flow) ASsalate5,L.L.C..Craig C.Mitchell,aid/a Lairen M,Reyes 15 prohib -Roof ited. vents as shown set ridg r -- All an rite work to be Overseen by lkared contractor. -Water'&ice barrier to cover all hips,valleus and one cair5e up from eave i vEwX 'Dave and cable end overhaigz by general contractor I 606 -electrical,WAC and plumbing plans to be provided b{"tensed confuka'6' Minimum 35 Ibs/sq.ft,load s plrot I I J -Al paints and fnl5hes provided by others. -5ee oapiral eave details for roof tie corm requiremerl,5 --- -Al Tecificatwns to be verified 174 owner and caltrxta. -exterior window ca5Utg5 provided by deslct aced lumber yard -fire 5topprq recl red-Mail at off all concealed opennc5,minimm Z" 0�i6" L. 91,01.sroa rornnal lumber reopred -5ee table 2505.2 of Ma55actusetts State R ddrq Coco for fasteeq schedle. 26"O.C. -osroa 2.Eisal6"O.c. n'-0" H'O"5f0a 2.loeel6"O.e. I I 12'-O"5i0IX VELUX I 2.p,016"0.1 r---� 1 bob 1 I�'O"5r0a 1 1 1 I I VELUX I �---J 1 606 I 2x5 @16"O.C. L---J !2'-O"STOCK 12 21105@16"O.C. 12 3 12 24' O"STOCK ZxgS@16"O.C. C�IL I NG pAMI NG p�AN n ZxlOs@ib"O,C. 2xg5@I6"O.C. N 20'-O"5f0CK 16'-0"5f0CK IB' O"5fG>K VELUX Zx105@16"O.C. 606 1Z 12 22'-O"SfOCK IZ OVERLAY, 5,5 5.5 PAP rERS Slip 19ORMeR PREA ,us v � A1217(k W/COMNENr 2 076E (OtdT. O 2x12kIDGE W/LONr. N N l} s 12 12 Nm 11 1211 VELUX 12 IZ — —�— — — 2 12 VOUDL 6 V96 VELUX CO SJRRGUW 606 sznia+rsnSxEo'c 200506"O.C. 2KI05@I6"OC. 2xl05@I6"O.C. -O"STOCK 22'-O"SfXK 20''O"Sf0'_K 2k' Park Street Center /� 5 BEu*Street,Suite tot ROOF & CEILING PLAN (V, FIs!ciate% Attleboro, )2 2-703Phone: 08) 22-5579 ale:1/ "=F-06 Lot#2 Tobey WayL.L.C. Fax:(508)222-5579 cele:1/4"=1'-0" Hyannisport,MA andrdesign.com wn by L.Reyes Totas Residence SHEET 6 OF 7 ' l 2d waw/ J2waw . CONf.ml CONE.YE4f ,B.elb"Of, -0.115fm A'AM1fPLq'TY \ Ig.,p'•51gX A94NLfR0OFNG ig-p�.SRXX 'M4LLK SWJLLK ocaLAR xor y,5 COLLAR 2JO.elb"OL \♦ � 2JO22'-,v16"OL. \\\ NAJLA1aJ RPFfB25 24, w/R7ptOm \\\\ BRFIE W/R50fN91L.OCK \\\\ BMFIE (SEE ROOF FRAMING PLAN) 2J0+e16"or.W/K.7O N91L, 2JO.el6"04 W/R�DO N9ltA \\\ SEE IYI'ICM EAYE \\\\ SEE MCAT[AYE 12 CONE.k µwM 24 Si0E fa OSEf DE DRO12 ra OM#5 m \\\\\ CLOSET DEvwOM V 2mr \\ "fwAU / \� EN MA L \ 10 fASOA W/ L c Q 5".4"AILMNJM airrm 2.CEILINGJOKf .�RAKW EAV J -SEE RAKED ME @ I6"O.0 DEYM / 1.,PAR11rcN olb"O.G OHM A 20 F/aWN vIb"O.C. 10"sOFFIrW/2' _d51� x x CONr.DEADER VEW - �A�SEn�AV� J nNING sfAKs CLO. KiTCNEN MA51ER DEGI'OOM Nv15TER DArii. V MOCKM BMOW) _ 1 SCALE:S 4"-I'•O" •WAfERPF'DOFNIG(WATER B 0 6ARRIER)REOIIREt2 2-4 UP FROM •,9i�E •, SAVE LM 'TRW " -RAFfDt fR 00"REOU9:ED VMERE _ 2-1.6 ON SLL SH4. 7-2.6 aJ SLI.SPJR .JOIN(CONNECnON5 W RAFfgB LD BLLCJWL �TTOM brATaT pwom BOffOM NAM ORE KdJr PARALLEL(SPKNG KOr +-2`0(Rr 4'2do M r0 EXCEED 48"ON CENIER) •nE DOWN CONKFCfr015 REMRW V 2"OFLMY Ca.LN 1/2"QIALLYC0L a4 Af DEARlW WALS FOR RAFM15 MD ROOF TRUSSES fO RC%fWW7 0"CCNO"fOLNDAM4 10"CONOUTEFOWOAKN W/OANPPEOUWL W/DAANR'LOFNG FORCES SL/O I/2"5L/B 3900 P51 hW. �.5 W P.SI MN. 6Uol% 5�C1"I0N C° m 2 MA51�t? SUITS 5�C110N `p"��"° A� A� Zd1 AGE W/ CONf.VWf -- 112 RVa W/ A91N1.ra:YJFKic 2.RAFfER @16"O.C. CONf.VENT +MKIGLES arou.en'oL ZdO,e16"O.0 hq.elb°OL. O COLLAR RSeDT'0. ftASnC IrSULAtt1N SfOP p.q.sm 20'�0"5fm W/R IO WAR. CON(ALUM 41M 2x86@I6"O.C.W/R-50 DRIP rVa UNF N15NED o 10 ELU7( mux IC 2•[ERna.TDK7 e16•ol. DONIb ROOM 606 SMtMf 606 SKAOT (lu*aEt2) 66 FASCIA W/5"A" AUIMIPLM Cllf(ER TV,EM CIS 11CA�Lf E:5 4"-1�1 10"SOFFITW/7 + of•a CONf.OEAM VENT -W.ATERPROOFING(WAfE'RBKE 0ARRRR)REOUIREV2-1"UP FROM •SEERA691EME ' FAMLYWOM h+PAemrNvly"O.C. 62 MOC" SAVE LM 4 0 -RAfrw rE vCW 9wUREV ww - vAULTm cERE4c JOINf CONNECCON5 AW RAFf Z a+.a•Dc ARE KOf PARALLEL(5PALN6 NX e�n. ;?-CV CAW j r0 EXCEED 46"ON aNrm) F v O . .nE DOWN COMJECrIOK5 MRW "RAISE 6WAa PLATE 2" Af GEARING WALLS FOR RAPPERS AW FROM MAIN NOUSE d0 RNG ROOF fRU556 fO RES15f IMW TO ACCOMOOATE DIFFC1RENCE .20 ON%LSM FORCES u s°+' IN FLOOR iri1CKPE55 ;•a.N�x,va v Dwam BOMM fPfAtW PdRLI1QA4P ,()')IA 4-2d0 a'f 4.6 P.f.WOO F'05f 1 1 5Er IN 12"'0 CON_FLLR21 ( 1/2"OLALLY COL OW . 50NOfun MIN.4-0., 1 1 6EI.OW CRADE L J 10"Ca4MM WMAIM W/DAWFYLOFN6 I/2^aro 6UILVNG 5�CTION :, �.zooPSLMu A9 3 FAMILY WOM SECTION C aF Park Street Center FAssociates� 5 sank street,suite 201 FI/4"=l'-0" G SECTIONS '2te B Attleboro, )2 02703 Phone:(508)222-4734 Lot#i2 Tobey WayAL.L.C. Fax:(508)222-5579 Hyannisport,MA ndrdesign.Com s Totas Residence SHEET 7 OF 7 ��. �c-� � _��l r ��d JG� �_ , � 'v __--- �. 1 Sice,.,,..:,..._... . `� ?}. �+ NOTES SYSTEM PROFILE LEGEND SEPTIC DESIGN: PROPOSED TOP FNDN. AT EL 36.6' R ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT-TO APPROXIMATE NGVD INSP. ACCESS WITHIN 6" OF FIN. GRADE 1. DATUM IS ACCESS COVER (WATERTIGHT) TO c 100.0 PROPOSED SPOT ELEVATION WITHIN s" OF FIN. GRADE �a (GARBAGE DISPOSER IS NOT ALLOWED ) 32.5 MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE nn 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 4 BEDROOMS 110 GPD = 440 GPD - PEASTONE 31 3. MINIMUM PIPE PITCH 1'0 BE 1 8" PER FOOT. �- ,�% LOCUS RUN PIPE LEVEL 2 DOUBLE WASHED / c� a 10 PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW 33.0' FOR FIRST 2' 4 �oo� SEPTIC TANK: 440 GPD ( 2 ) 880 PROPOSED 10' 3 MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 100 EXISTING .CONTOUR GALLON SEPTIC 30.75 1500 31.0' TANK (H- 10 ) � 288' 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A GALLON SEPTIC TANK 28.14 BAFFLE 28.31' 0 0 � D 0 0 0 0 1� o LEACHING: 0 28.0' 77 0 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. a 2(33.5 + 12.83) 2 (.74) = 137 ( 12 7G SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 0 [] 0 0 0 0 ENVIRONMENTAL CODE TITLE V. ;9�y n R SIDES: COMPACTION. (15.221 [21) 2' 0 0 0 0 0 0 0 0 0 26.0' 'n BOTTOM: ft 33.5 x 12.83 (.74)' = 318 DEPTH of FLOW = 4' ( 7 z SLOPE) ( 1 x sLOP!0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT FOR ANY e TEE srzEs: 3/4" TO 1 1/2" DOUBLE WASHED STONE OTHER PURPOSE. TOTAL- 615 S.F. 455 GPD INLET DEPTH = 10„ USE (3) 500 GAL LEACHING CHAMBERS (ACME OR OUTLET DEPTH ,� 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. EQUAL) WITH 4' STONE ALL AROUND 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT FOUNDATION 17' SEPTIC TANK 38' D' BOX 14' LEACHING 6.5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED , FACILITY FROM BOARD-OF OF HEALTH. SCa�-E. 'I - 2,000 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE MA BOARD OF HEALTH (1-888-344r-7233) AND VERIFYING THE LOCATION OF ALL ASSESSORS MAP 246 PARCEL 82 APPROVED DATE UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT ` BOTTOM TH 1 EL 19.5 ZONING: RB SHAPE: 20.1 OF WORK. SETBACKS: 20 FRONT 11. COORDINATE UTILITIES INSTALLATION AND LOCA11ON WITH 10' SIDELINE AND REAR I I APPROPRIATE VENDORS AT: 11ME OF CONSTRUCTION. �� I1 LOCUS IS WITHIN FEMA FLOOD ZONE C i AS SHOWN ON COMMUNITY PANEL #250001 0008 D DATED JULY 2, 1992 II 11 I TEST HOLE LOGS if If ii N ENGINEER: DAVID FLAHERTY, R.S. II II WITNESS: DON DESMARAIS, R.S. j 41 . _ MARCH 24, 2006 DATE: PERC. RATE = < 2 MIN INCH II 0 3 CLASS I SOILS P 11252 11 3 �' II II 2g 1I - 1 ELEV. n ELEV. II 29 Q Q 30.5 Q» Y' 31.5 rl I 1 ii 0 0 11 11 II II 3" 30.25' S" 311' II 340.00' q/E A/E 11 II 11 w 10YR 4/3 10YR 4/3 11 b 28A' 4" 30.2' 7" 30,9' 1 125.4' `r "' B B '� 1 I 1 PROPOSED 6.0. ,... ---_ US i_ 11 20' 4 BR DWELLING `," BENCHMARK: -CENTER OF CATCH BASIN. 30" 10YR 5/6 28.0' 31» 10YR 5 6 28.9 ELEV. 27.36 TH-1 o TOP OF FNDN II 44.7' N ELEV. 36.6' PERC C C II 000 MS PERC MS &o' If PROPOSED 10YR 6/4 1 OYR 6/4 I DECK 1 RESERVE b I I 1 1 AREA m - ---- _ 132" 19.5' 132" 20.5' 11 II II I � 167.4' i 6.0' 10.0. w NO GROUNDWATER ENCOUNTERED w ,� t 10.0 11 II _ c TITLE 5 SITE PLAN , II II W W N W -- W 36.1 '- ` I 1 I I C) 28.0' i i i Zg 32 36.0 Cq OF OD LOT 2 U L� I1 C 30 ii 3� P.B. 595 PG 19 _ 5 TOBEY WAY II f / i 43,591 SFf ►, ;; 35.2 HYANNIS, MA (BARNSTABLE) 340.00' 1I II II 11 i b�n � PREPARED FOR I1 II D 4 I1. ; ANTHONY HALL � II 11 I II II 69.. .............. DATE: MARCH 29, 2006 Scale:1"= 20' II 11 I1 0 10 20 30 40 50 FEET 00 11 I N .- I I- off 508-362�-4541 i ii II fax 508-362-98W 11 11 II II own cape engrneering, lnc. ZH OF Il 11 1:SOFMA S II 11 T nry / ti4 ARNEH. 2y��` �� CIVIL ENGINEERS y OJVIL �° ARNE yGN LAND SURVEYORS 8 CIVIL. �+ o W. No. 3079 H ° 939 main st. yarmouthport, ma 02675 DATE . �S/ONA . H. OJ f DCE ##06--065 ���� OS z 06-065 HALL-TOPO_LOT2„._SP.DWG (DDF)