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HomeMy WebLinkAbout1351 SANTUIT-NEWTOWN ROAD - Health LOT 2 SANTUIT NEWTOWN ROAD A=025-008 COTUIT M coo �n C0 . O a- MnP��2c�,� i i T 2 NEWT AO N025-0 g �UIT GOTUITWN ROAD i� 5/1111 ® z UPC 12334 e No.2-153LW HASTINGS.UN 1 Bk 22013 Pw 170 028006 OM-•i0-2007 ffi 12 a 48P nown RZSTTMCTICN - MMMS, Hr-NRY DIGIACONO and ROGSA ANDERSON are the owners of the land and buildings at 1373 3antult-Newtown Road, Cotuit, MA (hereinafter referred to as the "Pxopeirty") and being shown as LOT 2 on a plan entitled "Phan of Land in Cotuit, MA (Barnstable County) , Prepared For: Mr. Jacques Morita, Sayberry Building Company, 300 Beard*$ Way, HySmis, MA Scale 1" . 40' Date: January 2, 19970, which said plan is recorded in the Barnstable County Registry of Deeds in Plan gook $52, Page 45; IMMMU, the said' owners of the Property have agreed with tnee Town of Barnstable . Board of Health to a restriction: as ,to the number of bedrooms which can be included in any home loacted on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CNR 15.000 State Environmental Code, Title V, Minimum Requirements for - the: Subsurface Disposal of Sanitary Sewage, the Town of Barnstable Board of Health, as a pre- co@ition to granting a disposal. works construction permit for m septic. e ystem in compliance with 310 CMR 15.200, Sta,.e Enronme tal Code, title 5, Minimum Requirements tor' the Subsurfac Disposal of Sanitary 80vage, and autherizin9 the x. iskaance o€ abuilding permit for the constructionor remodeling off sinc2°+a family home on this property, is requiring that the agreement[=fox the restriction or the number of bedrooms in any • hone constructed on the lot be put on record w_th the Barnstable Comity R `gistry of Deeds by recording this document, am Tom, the said owners do hereby place. the following restriction on his above-referenced land in accordance with his agreement . with then Town of Barnstable Board of Health, which restriction shall run with the land and be binding ,upon all successors in title: 1. The dwelling located or to be located on the Property may have no more than three (3) bedrooms. 2. It is agreed that this shall- be a perrane3nt -deed restriction - of€ectinq.the Property. 3. It "is further agreed that, this restriction will :e;rmina�e upon the connedtion . ot the property to municipal sewer or when the Property is enlargad by acquisition of adjoining land allowing additional bedrooms under the then applicable Provisions of .the said State Environmental Code." For title see deed from Bayberry Building Company, Inc. to the said owners dated Septes+bar 7, 2001 and recorded with said Deeds in,Book 14215, Page 52. Executed as a sealed instr=ent thie day of '} 204'. RZUY , ROGER COMMONNERLTH Or MRSSACHUS rCTTS Barnstable, ss: On this day of , 2007, `before me, the undersigned notary public, persona ly appeared HENRY DIGIACOMO sad ROGER ANDERSON and proved to me through satisfactory evidence' of identification, which were Massachusetts driver's licensee, to be the persons whose nareee are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose,. tary ubl My comaission expires: sit.1*4100-twuloy PAM :�dntA�E:;:...�.rrnse�i�a+.gre:vis-„oino t Cg1;An9M1MM����fii t" �-- ,.. MyW . _ ' e _ .. a .• !i r T 2 • . b M�P��a�c� oar /W � ��� / Page 1 of 1 fi 1 e://C:\Documents%20and%20Settings\Admi ni strator\Local%20Setti ngs\Temporary%20Internet... 7/12/2007 Page 1 of 1low � - , � h I 1 r ,yi i jh�� it a� — i, file:HC:\Documents%20and%20Settings\Admini strator\Local%20Setti ngs\Temporary%20Internet... 7/12/2007 Page 1 of 1 1 IJ ANW jar 6: w d I I 1 &Nu.S fil e://C:\Documents%20and%20Settings\Admini strator\Local%20Setrings\Temporary%20Internet... 7/12/2007 Page 1 of 1 r. L co =1 fi le.-HC:\Documents%20and%20Setti ngs\Administrator\Local%20Setti ngs\Temporary%20Internet... 7/12/2007 Page 1 of 1 373 AA, i 7 (C Y - i fi l e:HC:\Documents%20and%20Settings\Admini strator\Local%20Settings\Temporary%20Internet... 7/12/2007 I Page 1 of 1 _ . G, F uj i 1 Y, I' file://C:\Documents%20and%20Settings\Admini strator\Local%20Setti ngs\Temporary%20Internet... 7/12/2007 Page 1 of 1 E J a . I fi le://C:\Documents%20and%20Setti ngs\Administrator\Local%20Settings\Temporary%20Internet... 7/12/2007 Page 1 of 1 f� file://C:\Documents%20and%20Settings\Admini strator\Local%20Settings\Temporary%20lnternet... 7/12/2007 TOWN OF BARNSTABLE LOCATION 1)p .� ntiiu I L Nthdi3wil'RAEWAGE # — U VILLAGE CLr'St�7 ASSESSOR'S MAP & LO INSTALLER'S NAME&PHONE NO soS,633.98qq . SEPTIC TANK CAPACITY LEACHING FACILITY: (type)2- t ffib6tzi) ♦� I NO.OF BEDROOMS ; BUILDER OR OWNER i Jbo, IdO PERMITDATE: `�/� -c 6 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 i within 300 feet of leaching facility) Feet i Furiusfied by �I . No.0—J19 THE COMMONWEALTH OF MASSACHUSETTS FEE 0 BOARD OF HEALTH f�76 O F '`�-'✓S7XI�s'L� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( epair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components msch 1'3'1 �oT �- _Ala,-ut �- AI/Z-/,i I-V"V o/ 4-a� D Location �� ��D Mae 's Name �J bf Map/Par Addresg L # Telephone# i Installe Name --6 Designer's Na r A dr ss T y Address��� 1 e ma- Telephone#5 Q�,` 3 Telephone# Type of Building: af a— Lot Size Z Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) Q gpd Calculated design flow—RI Design flow provided f� 1gpd Plan: Date �� ! Number of sheets Revision Date j Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation 40 L DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not ro lace the system in o eration until a Certificate f cote o Compliance has been issued b the Board of Health. 9 P Y P P Y Signed Wq r. at O® FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 1i No I THE COMMO`V;tViFE1I&TH, OF MASSACHUSETTS T'EE } BOARD OF' H EALTH 01 ,~'APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( epair ( ) Upgrade ( ) Abandon ( ) - Cbmplete System ❑Individual Components r Location wAe 's Name ` Map/Par Addres L L # Telephone# e�rvcr ,ten/Vte�-"A,r—~ installe s Name Designer's N80 ` — Address Address tl- rn Telephone_# 'GJoC�,G 3 D� Telephone# Type of Building: 1 G>(G�C r Lot Size Z Sq.feet Dwelling—No.of Bedrooms +. Garbage Grinder /"Other—Type of Building No o:f persons Showers ( ), Cafeteria ( ) Other fixtures <� N' Design Flow(min.re uired gpd Calculated design flow t ?gpd Design flow provide Plan:y` �� 6N Number of she Plan: Date� �;:-� °':_..,,�Revtsion Date Title 7")1'LE -� ,.f/TL- t � . Description of Soil(s)_ ' Soil Evaluator Form No. Name of Soil Evaluator I.=F Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS ,_ The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of ' TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. ' ate :n i . �..f' FORM t - APPLICATION.FOR DSCP DEP APPROVED FORM 5/96 . D T E COM OEA H OF MASSACHUSETTS FEEtoo ---- No I n OARD OF HEALTH f CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System R� The undersigned-he bctf l n l � bandoned(e i ) D S. pt ru V; N ) AA by at has been instal led in accordanc with the sions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built ' plans relating to application Nq. Wdated Approved Design Flow (gpd Installer 4 ° .k ,�/r ,/� /� r Designer: ; Inspector 'l (�`i�G�_'_11T' l��li�/i 17ate The issuance of this certificate shall not be construed as a guarantee that the`s stem will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVE FORM 5/96 No.�r�o�� " f, THE MMO WE T F MASSACHUSETTS FEE &E�rO A RD OF HEALTH DISPOSAL SYSTE CONSTRUCTION PERMIT Permission is h reb d to oust c ( Repair r de ( ba a indi idual sewage disposal system at `> • s de gibed ' in the application for Disp 6stem Construction Permit No. �0� ,dated Provided: Const uction hall be completed within three years of the datetof tffl' miAll locaWconiti, I eteDate Board of Healt t�p'�y� /:, .� y FVR' 2 - DSCP DEP APPROVED FORM 5/96 �I FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTO +; h nepil►rrom Soil iiorizon Soil Texture Sou Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,noulderes. Conslslencs .°y /°Orn�ll 0 F1BktC >v p c o S*'4 `a YR 0 N U ICJ `!k 6 N D I20 L MERE/Sr�,�r 2,5 y 5G N O - � L+"+I' IBSGI2Yhr '>I( N:IOL ::LOC: 1[(il� tf Depth from Soil I lorizon Soil Texture Soli Color Soil Other Surface(hr.) (USDA) (Munsell) htollling (Slruclure,Stones,noulderes. e Z" O �P s c oq� l d YK �� �/ U 90„ � cos �i0 r v. Yk C �N��Lsh'rVD 7, �16 N 0 Lv!¢TR B iiY�;�x� t�1V Xlnx. ; c� 1(Xuirc:# Ucplh from Soll Ilvrizon Soil•fextu►e Soil Color , Soil Other Surface(in.) (USDir) } �,'z_ (Munsell)•. Molding, (SOuchrre,Stones.nopldcres: 1 llE +1'.::t)l�Sl�lt�A1'IUIVIULI Ucplh from Soil I Iorizon Solt 7 cxturc Soil Color' Soil Olhcr'" Surface(ill.) -.. (USDA) . _ (MIIIISeit) Mottling (Slruclure,Sloucs,nUtrhlcrCS. {' at Consis(ency.% lraye1) Flood 111Surance Rate Man: �� ti ����✓� f '� C. �S Above 500 year flood boundary No_ Yes Within S00 year boundary No Yes ' Within 100 year flood boundary No Yes Depth of Naturally Occurring I'ervlous Material '" ,, . - ; Does.at least four feet of nalurally occurring pervious material exist in all areas ob.seryed-lhroughoul the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? �rllflcatlon s _. 1 certify Olaf on f I 97 (date)i have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise a idexp pence described in 310 CMR 15.017. Si nature G?__. �7",^ Date I 100 lU1111 Ul "it kuaL49J A Department of Ileal(h,Safety,and Environmental Services Public Health Division Date !� 00 367 Main Street,I lyr anis MA 02601 t aerowa ASUL JJ 4(IOij/t+� rEo a Date Scheduled � g°J Time Fee Pd. Soil Suitability Assessiizent for Selvage Disposed Performed By: !C�`/7�G S� Witnessed By: U kl n y / , /✓�i'n . : .. .. . ...... :........... Owner's Name T'fCD(lf9 /'tOklN Location Address L07` Z 5�ti1_vlr k4,41'T0/Ir' /?,P///) V'fVytrRP'Y R011PIA16 4 1 -7 3 1111 7-1 ,8/VZ V5Tg'PLjE/ Alf Address '300 3 NYgvNis 02 601 Assessor's Map/Parcel: Engineer's Name /'i1CH/fa S, 1.mpl'1i 5)' NEW CONSTRUCTION f/ REPAIR,'. pEPAIR.'. Telephone N o g Land Use '5 J�a T�/�L Slopes(%) Surface Stones ti O Distances from: Open Water Body U R Possible Wei Lrre'48.,, *,, nI, Drinking Water Well N G Il Drainage Way R Property I,Ine Oilier Al U E N/60 - A107 01,35f-P L'EP SKETCII:(Street name,dimensions of lot,exact locations of lest holes k pere tests,locale wetlands In proximity to holes) U ON z ( 0 7 2 f �--Po c S,, z a sf_ r, ,1 �s ��, � __, P�alsrR119�V • 5109 116 N6 11i o Till lot � � Z 50r o b'/ 0W 4V' 5/-/ Depth to Bedrock N O Parent material(geologic) _ / 0 in �G U Depth to Groundwater: Blending Water in Ilole: Weeping g from Ph Pace Estimated Seasonal Iligh Groundwater !V/U All,() = NOT UP51-k v�P .. .................,..............:::......:......, ..:.,;.:;•:.:..;.;..,......:.......;...,. .,;,.....ti...........,:...... .. ..... BLI C1t�1VIYNA'TICl1V:.X+ Ii.S �1UNt#, Y.Yx, Y, : : ::>:: ........ . L1L"I ... ;:::<::.:::..:::. . Me.bod Us�a ...... . ........ N10 N 0 Depth Observed standing In obs.hole. in. Depth to soil mottles:-- Depth I weeping from side of o s.hole: U In. Groundwater A Juslni N O Il Index Well N_ V •Reading Dole: N0 _ Index Well level „1V I!_ Adl.factor /V O Adj.Groundwater Level NIGH .... ::;,:......::::::::,:::::::.:::::;:;::1.LitCCILt ; ,C:bN;:<x.La.:.;>::<.::.:>::.:::>::.: ... .. 0. Observation rH� Tli Z Time at 9" Iloie N �. L r # ^ Depth of Perc (!6ormty) 4 9 4 Time at 6" Start Pre-soak Time® 6. 00:DU 0:CIO:Dp Time(9"-6") End Pre-soak 0:07;00 -0;0 ;ao Rate Min./inch <2/4PI < 2 /'?PI Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N) Al cf` Original: Public health plvislon Observnlion Hole Dnla To Be Comple(ed on Back j Copy: Applicant TOWN OF BARNSTABLE � LOCATION 37 01U L— SWAGE # r%V VIL if ��/ SSESSOR'S MAP &LO? + �Og INSTALLER'S NAME&PHONE NO.1_1, r-r,i I A 6,&1SEf SEPTIC TANK CAPACITY � LEACHING FACILITY: (type)�' I P1J�' )rA 1 [h,,��f_X(�r meo NO.OF BEDROOMS BUILDER OR OWNERSi.AJ1d1nQ PERMTTDATE: 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 v y ;t Proposed New Construction in Cotu it MA . Pre are d For : Roger Anderson & HenryDi iacomo Assessor's Map: 025 Lot: 008/001 Baxter—Nye Engineering & Surveying Community Panel Number 250001 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plan Reference: Lot 2 ® Plan Book 552 Page 45 78 North Street Hyannis, MA., 02601 Deed Reference: DB 14,215 Pg 052 Phone — (508)-771-7502 Fax — (508)-771-7622 Owners: Roger Anderson & Henry Dlgiacomo Job Number. 2005-225 Scale 1 ' = 40' Date 12-20-2005 F7 \ 9� N 88041'50" E . 240.49 N r LOT Z PLAN BOOK 552 PAGE 45 Z 57,223t SO. FT. 1.31 t ACRES 1 % 4 BUILDING LOCATION SHOWN ON THIS PLAN WAS COMPILED FROM 6 ` -r AVAILABLE RECORD INFORMATION AND DOES NOT REPRESENT A y7"N FIELD SURVEY 10 o ' O 99.32' S .85'22'48",W 50, W Q C PROPOSED NEW CONSTRUCTION N rri `u� p,g 26' x 30' GARAGELn Ln g o a N O , N N 128.87, S 81.48'90". W 3 Ln N � N I 0 0' 40' 80' 120' 0 N rn' • O / I CERTIFY THAT. TO .THE BEST OF MY KNOWLEDGE THE PROPOSED NEW CONSTRUCTION SHOWN w HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. U THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. Ln I F'0tir i 2 .2 0.�.onc� leg O REOS PR FESSIONAL LAND SURVEYOR N BAXTER, NYE do HOLMGREN, INC. DATE - N 12.2o-a5 Ln 0 0 N O , er-NERAL NOTES . -rsArw uAa•awe ones,Cann m m wAoe na 1•a .:. - ,. " - .. .. p " nraaz worse on•nase wri.Tm. - ., .. e i ' Au urrns ro e u x e vans oPne.ae Norm. _ - iS - Aar:r. ia m.wal�svews',�u7sa•ann.erwe:: n - _ �. ' a"[ ; •nmR.own wR ro s rwam uoe•FAwAaJa FARrirl°rn .. , . 1 •. Mw awl ee raAlID.•AnMT ro wrLpaiOA,t ru•sr. . - ' ' • � • L . x r weew+nre arw,sv A.w lam Twr,.v- •. ' : ✓ } - tl' -. - ,. nn:A au.wv wa ww w eme.u. .Y -..nr nw:o..noo neee.vAma Imwrn Ar mmw+*e •. - " ,'�-' _ o.er a.F.ornm oN N.eor..r NAun. _ . n ;. _Ae A rq�/NrK•l A-LICI afx1D a!amA111S DRUMMOND DESIGNS.,` r.®o neriawrum nenAa no a _ ,�,,�•. - _ _ -• . . Your Home Plan Experts ". _Mrolw w.asa,oN or,NamN..•am.r•oPO IlVn.n,7•. ... _ ." , . . , ... - Tw ovlN w.r vAA:r AL(t7r�n ro TaR Locwrvaa ;� - - Db' 'Ip'-4' ` L II .. v.. 1014' • Drummondville *f :; -exnene w nm.sri+e a•roRrm oN enerlor•aaa -- - Z I i7,7 avu a aay.ATm ox A rw•n ourAwx a>.•. - _ _ QCanada - . �i oMavo. wM ..w�, nw.,..Y vAa. . : .. •: _ - y - O �bec9 ]26 on bvlI F n.enar..00n mnN wAae Iai A wmrmT®er L • s x yy _ Y .•avwwas nm.roeua NUA no A e+A„s:ay.eo.• ' :.. - - NOTICE 95 e � ,. t _ 'It I�a valatlon of the COPYdpht Protection • . - 819 477 6646 - Ip� D'-Y' b'-0' 7.6'- 6'-6' • _ ,10'-7 Db' ID�10'. E�7 ACt to print these plant Unless this notlCe o -reeTAR Promo+•....vwRr Keamae m,.�NwTnoAa '' Ilm MO/Ox M fdnl/GTOR•+OIUTM ICENODS.n ...,, -. 4 , - _ ,a vAw,AT,Orn A•vT TYfO�M 6lDen StR MO I5M0. - , , _ ~ �L aopsera in RED and the customer has a ATTENTION � .., release torte by DRUMMOND DESIGNS ....�� •• . - 1K cw,..c*one*AevvE w*ao wdew nr. , 6 INC.'M release in lform must ue signed and _ FOR ANY.Tu,Hau�L INCorIPREH156 wl _IllTy pp•MPn AUNTeT lFrR>E!a'L detauln r. '1 40'.. 64' 64" �. POST b-DIA. full the wBf n - .. OOHT T JCLT lOfl •e•auaemA : - TYP _ rel Ihed b Ithe cu omer.bluapd t .and AT,T�lue3i Ai a vui ne p _nawrrolrRAcroR•ssr, " ^ .. .r f� - N OA LBLUEPRINTER&RED INK COURSE TiPRo_1ECT. . .. .,'' I)vaerr Au Salsas mass w•ocZm.M. ,„ • .. .: i OR THE OF . arman.wFiJoaslimwoasrreonoaueNrAaaa - _. �. _ - . . ATTAfIm mFtMn an,aeArw,rw vanaATnN w/K erF.J r' ' , �•,rr'�"m�OF ANf fE•n>lOIM!•OL1M R•Oq- .. I COMMENTS ,. : 001 ME _owncw nmele w ace war Aaast slAaam row Aar •X 64 •x 64 It- STOOf� Hi oFFIce nKITCA-EN . _ NOTESTIESE STA NAB DRAYii AGCORDINA TO MAN-H5TR ANO ARE AN - DTM EDAM - RATE 61NSD8J TlOfS AID BU TAUGTIOK NIpYCV: IaLi Riaii W510X'34 VARY.AJD AAs 51X.N.ZTOR MAY RC[-i`ADERE 1bD rIU •G. POET 4 2-)i 6T=L POST FOR 5°•4• 3b' ETEI' OO . ` K IIf{.RE 7HA7! O TIE BIRIDaIb GOM ZOVE M15T REVISE AND TYP Ib000"LOAD ' AL Rc44iT IN THE ,4' THE RN£+/•fff A11 AOJEFW'@JT R501/1 . e r r k � 4 -e - .� AREA IEt"INEER HAY NEW TO APPROVE TN IL71F.�E wLL BE BUILT. E ARC MID OR e161tl:L'ICI `I . _ .4 r - •. ` , - .DINING ROO?•1 '1' X�I on P�axts°Iw9 �, 4�q• •.• 'eV,,`: b 10 I ", .. _ • - A IDITIONAL MOOWc ATwrU^REcuREP DY crTY OR s -4'X tI'-0' CIAMY OFFIGIAJS. DIB."4OID Dr516i W-WLL NOT b 10 .. - '., , '- _ - • Jr+l I �•N1}l - JI p - ASSi LN5ILITY FOR M51{AP'BEPORE,OURnC OR AFTER _TIONAL 1 ORMATION OR �DeTw ARE - 4 TIE IFiE OF Pli FOR �! ,. , - f ' . •. r " 4 ..w K - OUR,11iPLEA -O TO 6 DRL#44OW - _` !...6 : , .' ` '_ • -" 4'..4• A. w + GARAGE 4 TMS NOTE PLAN IL's BEEN oRJ61NA11Y DRAW BY LL x I SHELF �r-4•x 2Z'-g• i b -GEILINA - _ 'C „ z t� O I 1 , O ® IWX Nee, - - - - O _ -• - - , THE Nr EFOR OF AA MIN PLAN DOES r1Of Ni THETM - C -- -- _ _ '` L L CRY.E FOR APJ[3[MIN6 IfE,ices LIOBY.E •1 n. 46'%�' 4 .. .. _ _______ _ BOIA9NT UPON REOIEST.THE PURLNASE OF A LIC$r,E is ] ! 11=YiARBJ AS 50011 A MORE TN01 Q@ Hci Is TO er - I MALT MTN TNIS - S . - pp Ne WALL ,. ._ - -• (am eii a II-II) V6Jr. .. DOWI ItL '." -. 4 a ' • - C4451, Be. I I - ------------ D-2'xloPOST Y MXNE'T;f kEATd3tSTiPPMS.•ROOM T-0 III I I I ADTO 5IB'-4X 13'-S' KI --__ VENTILATIONi - a r n (� IMPORTANT SMCTURAL NOTE ' j�lll_ 5• FIB 19•x l�• .101DT 11 V3"Nlel•e1t I i' P ,. TIE flLYM Psi 5TILIGT,F€AS BEENvesi6 FD 0 M J JOIST II 112'1110Iret ( B TECTO 5lbKa ACCORDING TO THE STANDARDS IN SSE,U5IIIEi A - a DETECTOR I� (eP2 YOUI MANTAGTURL'W I _ _ a (llS.YOUR MANLrAGTUREIV I I II Ir1'NIAfQR '1 b NATi T NON ENAIIgRJ� WM YOUR FTANJ'AGTUIeERI , J z T .. LUN•BER AND CONVENTIONAL PAn•EN.SION YDOD 1'ET61925. ., •'+ k - ..., - ,, ,i ,. LAMI TES LINTEL L.Y.L. - 4.. ei POST POR O I•t 4 - - I - :`o EN61PEERED U1118ER 5l1PPL11i OR MANWACTURER5 Y MAM'AO7URde " 10 000 pl.LOAD • O t /. b IO y' L___-______ MAY PROPOSE C40 PARA13LE FLOOR Fsi SY5TE,15 C a, - •- a _ RECiNR1NA MODIFIGAT101L5 TO 9lFGGTui DE516N "r.. _ .: �, O � 'XI Y 'f 51 IN 71�.vE DRANIN65. ROI'ORCL'14ENT • 11 DJILDL92 KTH ALL Pei CRITERA FOR PROPER I ARONC DTA Ie1'�L .. O' !N T2' O 6' 12' OR?PL xO19aG - .. INVOLVED , I- IN THE I00 1146TIOH (EX P011iDAT10N,s A 1n THE GOIIS r ,•_..,. _ p•} _ R D7ffi.PODT rOlt •Q % " .:w O50 LOADC i ALL STRualus AL.Devi CAvi MJ•T DE R EVm"w Y r 7. _ -0• 44D' T-O• 641' 7 (Ea SIS'R) �. F.,,�I� - g4•t56 . (7T'A L PROFE5510NAL tSIBIt1�0.1 1 REF . O DTPB M AM -J • a d y y M s ■ 41-6 LIVINS ROOM 7- Q r. Q Ad PNeHATIP LINTEL I.Y.L. "4' REF. a, T s _,k � Sty LEV. t3-V, RAIL. - _ O .. T.P. x .. STRUCTURAL LCx9END POET b•DIA. - ,I s • i DU - ..- T•rP fl1-r'ULL STD IVlT ' . 1 ,• 1 Sill ' • - n •.�. .,awPUO x.. , Ic4' � ° D.C. I a.wo.e(! rill euwwaTan 9T18GTIE T,-0. per. _ !1 rpNM . DOOR `•" yyy--- - - - 4 L - (swear Aeen,en ww•rnn" 6B. er.•Ran NAu - r 4e•rr - 56'-4• �. " MARX !>L7�" - i ABBREVIATION --. r = 1i _ e 1Oe:x o RESIDENCE �e•x eOO' 11N(i Lem a.oeer - , , • �� v '5�2,x boo' aw.o GROUND FLOOR PLAN s - ffwa I.cRO raAvt•ov>s, ^ • - 6 36'x w . _ J 60'x SO' © aC•mwJ! TO ODOR - _ K 54'z Off' I:!/oI�QS V4'• I'0' L 12'z BO' s _ a. _ GENERAL NOTF-S t tiD G Ir— . uWic Health Division -n11 tJ,r161 ro R 1T%IC.TIILe OIMw�!IO.tm. - rAeynnaL.ce,eonwaa..A'ra.NA.ramx - T of Barnstabl own .oumewro ro n.w RTTn ro N•N'wclumre esrwsno•e. 111 E roe.x¢To ee mam uoeL nwAua Fwmroe PO Box 534 , 4N11 R M1ALm�•AIM[I ro/Ll4MWAl[Hl.'EMe. • - •�..WR Y%Y f/NE�-..DMM M11M1o7 AT,tl.�•R 1WNTP � 6 1•IPI A V.paf OR,p,t#P¢•MM - •�,UT°W Or HOGO.wttaTIATN,rOR�%d AT b,TmRT!J _ . Fax n508 Mm etts 60 . > � AeA�WGNAM1%�wMLeeneH010eebTALLm DRUMMOND DESIGNS �arw�err�Anof Tm n�wre No INC. N�OA,U%D�r%eGW..Wm.bI,O Ll.61D�'O• ? - ( ) p„i Your Home Plan Experts.-- r,'b"pSrN,MTVAnTAGGenOM)TCYq.RLOf T1Ql ��-� Phone(508)790-6265 ".�w.Le s`°.'+m°M�A'�`o.sr a�er`i.•:'Y'-` - - t ( - 2950 Boul. Lemlre,Drummondville Quebec) Canada,32B 776 - - "ov,woaH weave oacnee r T%e n.AN wx vA%T 14�.t• eo..r,oN ne n,oae.Nw. ,r.�. ia-e• 'n`-0' e'-�' . �.r•.oae ena.eaAoe,u R nmrana er VAHT>s nm.Hrorsn reu.n A•o A •n�Lm�• IN INK ova r,ecrm ro rm,tre,PwA1%AIR Aum • 645' . Accamue ro nn%vx D~' �� I ItE iolet on of Ms CoDYdGht Protection -cnrrAn,o%aewe NAY VA%r.cco,m%s ro T,e Nw,ve a Act to pnnl.these Dlane'u s this '-rcustomer notice { s-2• e'o e 5�1• v yo co e'a eDDier In R60.and the custt omer has a ATTENTION I neno.e e°oar enlm,Tie e...an xre A,o.v.e. ro%,%ic,o%Ln.ios nw�o.o Dave,�, - IDleeee Corm by DRUMMONe DESIGNS { ro.�xat I INC.Thi in to form must be signed and roR ANY T NTAI-TAT. FROU R✓T RE ION . oafelortlK TArx rlracwaoHLewe I itlmaletad In tuU by the blueprinler and AT TH('CONTACT 1HI!PRQL•CT THE Brb Im _ 1 • � T�1 Ihed b 1he Customer. AT TIE CZURS AEovE BERORE THE DCSINll119 11 ve�rAu a�.��11u�s. _ NO .• LL PRINTERS-RED INK OR THE COURSE OF THIS TitO.ECT. ----may COMMENTS 9 elreGr.e'/JRJfA3L Rre10' aP RLp)OnATW1 --�� �T�- T-�•--- -T'--- ---T i------------ I ---- y_- 1-- --_ -1_-- I -••� wT/ORI rorTMYOr.eFeurwmuvalRATb1IlI+tCRJ - �wlRe�ror�a/WYWl1eG0 RerLllle llloN .. I I ---�_I UIeM�co%° R w��vr MCIK WeIJrY ton Nrr p J561, •%56 1'1 •x 40 •X�O 'x I I I. - /EAD OFFICE,JTTT -019-ill-7913' NOTES THESE PLANS NAVE DEEN DRAAIw ACC.OR DINS To/UBIF GIUALITY STNAAIWI AND PRACTICES AND ARE AN ACCjF I. h - •. I RATE BUIDELM TO BUUAUTS CON5Mr,110N. Pk YCVER I - - ----------------- LOCAL REEAL.•.TIOfb AND Bu4DIN6 C.00E F>EfiaREl'ENTS ---------- R F 1---1 I ' VARY,AND IS M l PLANS NY R 5GUIRE HOPW1CATIOH5. I . �- - - - ------- - TW EVILDIN6 CONTRACTOR 5T REV15E AND INSIRE THAT T D-]' 1•V Tyr I p I - TTE RNt F@T ALL 60.'EWe•ENTAL REWRE•E47`5 IN T" .. AREA WERE TH HOUSE r4LL LE BUILT. AN ARUinECT OR I C1L)5ET „ I O - V 549eEER MAY NMD TO APPROVE THESE N ND PLS A AFFIX • .B.V. At �?} HMA6t SEAL FOR LeSAL OR SAFETY'REASONS. FZ�,A DESWNS BOM pl I I ��s' �- O - ---------------- ANY AmIATIONALiODIIFICATTIIONS RKGia BYr IItt FOR 15'-0'X 14'-4• FF Raer eox Zy ' • - - h - - F-� I T.•b' A40• iT OR czwry 5LM OP ABILITY. DRUP+ao De---am rCRM INC.NLL NOT i THE UME Or THE,e FOR PLANS FOR C NSTFIr ION- r AN APTR2 • _ 10 - O _ 71E VSE O'T O 4ATIO FOR C045TRe.GT10N- IP ANY i ADDIT101V1 NTAC VRL*OR P VE54 1,15 A N DETAILS E RE 25- / \I O ORB&N9-TABLP C. C �'. cm PLE.��4RtE To 6UmEDPo ycu. DE51B16 NiJ IT MLL ME ), 9"9Y 90 zTM �f • J THIS NOTE RN!tW B RI EEN OGINALLY DRAHJ DY 11 - ry -/O ID Df "401`0 DES16N5 INC.AND 15 ITS EXCLUSIVE PROPERTY. . -ry ------ M•x M• Y l 1 "yREPRODCTION 55TRIr YLY FOREOIDDEN.44 - TIE PIRCH06E OF A MORE PLAN DOES NOT iwAA E THE P.W.D.^� - LICENCE FOR ADVERnSIN5 USE,THIS LICENCE CAN DE - Y O BONUS RCJOM BOUSN'T UPON R15GLIGST.THE PLRGN•\5E OF A LK&41cE 15 . ® h �. tl 5 O 11 3i'-a'x 14'-0' REGU IRED AS SOON AS WORE Tea ONE HOUSE IS To Be T-n-1 I 4•-b E, Q SALT 1•aTll THIS/IOIf PLHIL DOPIN l x y+, g GTE 0 I I I r O 4401 3'-6' RAIL b I�-7'— - I x I •O + I 11 V 4- 7-6' B }t .' BEDROOMS IMPORTANT STRUCTURAL NOTE °4 10'-e"X 10'-0' •f I v --------- Y �_ �. THE FLOOR FRAWIN65TTLGTURE AS Beal DGIBIQ=D l V/W� f. 0 O CLOSET r'1 L r•,t ACCORDING TO THE STANDARDS IN VSE.USING A Y CZ*eWATION OP NATIONALLY AVAILABLE Eik'Jli�ilBD . W x 46• O Lu mim AND GONVBInoNAL DR9Ca10N HOOD IfhBERS. n O EN&DEE iED UX-VER SUPPLIERS OR HANIFAG7URBt5 516, T-4• - WAY PROPOSE COMARABLE FLOoR RtI "&SYSTE3-m R EWRIN6 PYJDIFICATION5 TO TIE STRLGTURAL DES16N SHOHN IN THESE ORAr4N65. ------- ------- ---i THE SUPPLIERWIN AL W !NeN TURERc;Rrn3 M Fo T TE r--- - ----Tr -t-t-- --- BIAI.DHZ YrrTll ALL D1.91BN LRITHtA FOR PROI•Ht BEDROOM r--- ---- ----,Ll -- 1J -- HODIFICATIONS RE6ARDIN6 On6[TRADES INVOLVED - I -- - - -- M T£CONSTRtLCTON (EX FOUNDATION STAIRS M) II 49' 40' 12'-O•X W-O' I 7 C ~° .• ALL STIaIGTLRAL DESIGN CNA45ES M T BE R%115,ED }. BY A LIC04CM PAOPESSICK V_ENa)e3!P- 4; a 0940' ear I� -------- ---------/- - ------------- 1 • - ravtla, lu IMR er c REF. T I 1 _ T.P. �TRLGTl1RAL LL'lSLND • _ ou g e..wi eTLo reer SS I N ti I1' - ocs,mefl m .. • it T`"4' �_,._a'_.3'__'_I.__-' 4�Y 1--._ bb'. bb' li- - .. we,HaeQ onA,a ef��.S'„ 1 FF r I'1 ycronrwv sTrmcme I ^ MP. . • cosureL ieersTm cR,vrPtl 6B. ee++nu wu ab•-0. DIPDR DC42SKLE AWRLMATION 54ZE sm�T A 1 '%O°' RE5IDENCE D 6'%1 60• 80 T F 52,:°O- SECOND FLOOR PLAN Mx IYC.RO NN•E LYd - 6 W.%b0• F . N 4e'%60 wrt J 60•%". ewe ' ©s1a aclmlab _ K 54•%er M/OI/BPS I/4 ( t e h, m z 3oa < 2QN 30'-(r ^ U)(D O C \ 0 tr 7-6 2T T-11' 2'-1a 2'-10' T-11- 0 ''-•w A A Z W3w A3 A3 F Ci] v D D D W a c¢0 o b �v Lr) b E a A � y En O ID, O O G = y \ ram!^ 4'a 2'a ti s _ O s U ON. P T.4 x 4 POST UP TO D a rR1OGE W/CASING _J GARAGE / ~" ¢ __ m ® UNFINISHED U --� (4-CONO SLAB 4 SLOPE 7 STORAGE TOWARDS O . rn :4 $ DOOR) 0 b 1 2 x B FRAMED PLATFORM x v CONC.I x r�.y B UP - APRONI— O C'6 l a a OS (� W O 7 I C F bOVERHANNEW ---_-_____- ________ ____ _ _____ BELOWSTEP mb F F F QLINE OF ro STRUCTURAL COLUMNS WALL A;TO MATCH EXIST.HOUSE BELOW A3 - I�y 7-2 3'-1a 174r 12-0'. 7-0' 7-(r 1'.6' 7-6' 7-6' 1'$ 7-0" 7-a 4•a 4•-a g-a a•-D" 4•-a V 304T W 6- O ti I a 24•-a � FIRST FLOOR PLAN GARAGE FLOOR = 780S.F: SECOND FLOOR PLAN ` SCALE: QS SMOKE DETECTOR 1/4" = 1'-0" WINDOW SCHEDULE NOTES: DATE: TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 1. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD 10/27/2005 A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG 2. CONTRACTOR TO VERIFY DETAILS&FINISHES IN THE B AW 251 2'-4 7/8"x 2'-4 7/8" AWNING FIELD WITH OWNER. C TW 2852-2 5'-7 15/16"x 5'-5 1/4" O.H.NARROW MULLION JOB NO.: D TW 2442 2'-6 118"x 4'-5 1/4" 2005DI THE DESIGNER SHALL BE NOTIFIED IF ANY E " TW.24310 T-6 1/8"x 4'-1 1/4" " ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF DRAWING NO.: F TW 2032 2'-2 1/8"x 3'-5 1/4" " CONSTRUCTION.THE BUILDING CONTRAUIV4 WILL BE RESPONSIBLE FOR THE CONTENT Ah G TW 2432-2 4'-11 15/16"x 3'-5 1/4" D.H.NARROW MULLION IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS THESE DRAWINGS ARE SOLELY FOR THE USQ OF THE OWNER NOTED.ANY OTHER USE OF A I WITH WINDOW MANUFACTURER THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER. Q 11 � /�y �� � 30•a' 1� 2.E 2T8 m TYP.B'x 16' F CONC.FOOTING Z TYP.6'CONC A FOUND.WALL A3 Z C I'll 2QN — W o — � OR ----- ----- - OP TOP OF FOUND. LLJ 7x AT DOOR I ONC z m V' E;LxN 0CQ¢o ICI I .5, I I I i l DROP TOP OF FOUND. AT O.H.DOORS b I I GARAGE I : I a I SLAB 6 SLOPE C +,l I SLOPEPE 2'2'TOWARDS DOOR) ICI II I U �D I I I I <4 E. I I NOTE: I I I I I REFER TO TJ-XPERT FRAMING PLANS FROM TRUSJOIST FOR FLOOR,ROOF,& Q I a I I I I BEAM FRAMING Q ICI I i Z L-——————————————————————————— -- I N NEW ROOF CON —————1 ——————— —— CONT.RIDGE VENT .2x 10 ROOF RAFTERS®tE o.c. x O CONC. T I /' 4 - CDR-A-VENT X 5 •AS HCOX AL PLYWOOD ROOF SHEATHING T ROOF+ PRON I + 4- ` -15L8 FELT PAPER SHINGLES {1F�C•� -J L A L `3Px 30'x 1SCONC -SI 1PSx20' 5 UR1.9 E ANEC PS -SIMPSON H 2 5 HURRICANE CUPS Z S FOOTINGS UNDER COLUMNS 2-1.7S x 9.57 LVL AT ALL RAFTER ENDS 37 F ROOFICE/WATER SHIELD AT BOTTOM T1 nO� FJ--1 12 12 w —_--- 2x 10•e 1T o.c. \ -� TOP OF PLATE FOUNDATION PLAN / / \ SONT ALUMINUM Z z / / / \ SOFFIT VENTS TYP.WALL CONST. 1 2 x 4 STUDS Q 16'o c. UNFINISHED \\\ 21lTPLYWOODSHEATHING Z lye \ 3.W.C.SHINGLE SIDING m / w ' t2 / //// STORAGE \\\\ - 4.TYVEK VAPOR BARRIER 10 /OP Off PLATE 4'T6G, EEWALL PLYWOOD SUSFLOOR, SECOLOOR FLOOR O co I ^1 GLUED 8 NAILED 3-1.75'x 16'1.9 E LVL BEAM(VERIFY W/MFR) 16'TJI 560 FLOOR JOISTS 0 16'o.c. TOP of PLATE SCALE: I 1/4" = 1'-0" I S DIA,COLUMNS TO N DATE MATCH EXIST.Ho Y N 10/27/2005 P.T.2 x I SILL WI SEALER a0 �. APA°T oR STRAPS Off JOB NO.: SLOPENC SLAB T'TOWARDS TOP OF 2005DI TDOOR) FOUNDATION DRAWING NO.: TYP Ir CONC. ' FOUND.WALL b Z FOOTINGS UNDER. -��-J A SECTION @ GARAGE FOOTINGS UNDER COLUMNS c A3 rYP.6 x 16' CONC.FOOTING A3'. TOP FNDN 62.5' SEPTIC PROFILE TEST HOLE LOGS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) To ENGINEER: M. FARIA, SE LovEus /-ACCESS MINIMUM .75' OF COVER OVER PRECAST /` SIN 6 OF FIN. GRADE ED. BARRY ux:Us 61.0 2% SLOPE REQUIRED OVER SYSTEM � . WITNESS: I �D - 61.5 DATE: 6,�25/99 T _ 59.5' FRUN OR PIPE 2LEVEL 2' DOUBLE WASHED PEASTONE :• �- /� PERC. RATE - < 2 MIN/INCH FOREST HILLS RD. PROPOSED 1500 1 3' MAX. GALLON SEPTIC 58.85' i CLASS I SOILS p 9457 5 9.1 O TANK (H- 10 ) c 58 0' 58.5 # 1$ 58.17' OOOO 0 OOOO MIN r 7' O C7 O rJ' O O O O O jt4! ,LINO ( 2 X SLOPE) =6' CRUSHED STONE OR MECHANICAL 0 O � 0 �J 0 E l O [] ! ELEV. ELEV. 4' COMPACTION. (15.221 [21) MIN 2' O O O O O O O O O 55.67' M " DEPTH OF FLOW _ _ 61.0' TEE SIZES: ( x SLOPES �X SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 _ 0 INLET DEPTH - 10" 0 O/AP OUTLET DEPTH - 14!' 3" 1 1 SL LOCATION MAP _. AR 120' 1OYR 4/3 FOUNDATION g' SEPTIC TANK 30' D' BOX 13' FACILITY 5.0T 14" 1OYRLS 4 3 ASSESSORS MAP 25 PARCEL 8 -00 1 / B ZONING DISTRICT: RF +64,57 B YARD SETBACKS: t +63,36 0 LS LS FRONT = 30 \% (� 24" i OYR 4/6 58.6' 10YR 4/6 SIDE = 15' \ .ss 1.01 V 50.6' 40" 57.67' REAR = 15' � s s ` 1.00 C PLAN REF. - 2 .66, o \� FLOOD ZONE: C 59.9 MED/COS C -� 59. a\, 2.5Y 5/6 MED/COS c� + 4 -}-s 5.1 .34 2.5Y 5/6 ` - .27 +55.30 5 + 24 A- 120" 1 50.6' 120" 1 51.0' A -�59:4 ,ha S9.se - NO WATER ENCOUNTERED N T S 9 \� PEDI SRIIGN OPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS ASSUMED CROSIGN Y)4. SIGN FLOW. .� _ 3tUKCON � GPD'� _. . kAl tk .n,r...l.p- nl-_ �AATF IS _AVAILABLE 59.6 W USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �'7 5, 76 +59.59 � � . 330 2 _ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS - 10 . o _ \ SEPTIC TANK. GPD (�) - 660 HO H G 5. PIPE JOINTS TO BE MADE WATERTIGHT. 41 USE, .A �Q GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 0.64 12 -59.33 LEACHING: ENVIRONMENTAL CODE TITLE V. PROP. 3 OR �, �\ 2(25 + 12.83) 2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE +7 4 DWELLING SIDES: ---- USED FOR LOT LINE STAKING. 4 6 ,3 2. {-6 4 �6.0 22 BOTTOM: 25 x 12.83 (.74) = 237 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. V . 82.5' o TOTAL: 472 S.F. 34g GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT � E-74. \` USE (2) 500 GAL. ACME OR EQUAL LEACHING --\ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED .6 � �' � �' _ FROM BOARD OF HEALTH. DECK BROKEN \� GAR N1 �� +60.71 LAi� t5m- CHAMBERS WITH 4' STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE A•59.39 Z� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR •6 36$ 3.11 � 61y 9.41 TO COMMENCEMENT OF WORK. 99.32 o G N TITLE 5 SITE PLAN PROPOSED SPOT ELEVATION OF �TH2 59. 7 `-` LOT 2 SANTUIT-NEWTOWN ROAD < BENCHMARK 100xO EXISTING SPOT ELEVATION CATCH BASIN IN THE TOWN OF: 60 , a EI7�_'V = 59.41' 100 ® PROPOSED CONTOUR (COTUIT) BARNSTABLE NSF >� 16 ,85 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING CO., INC. HOSTETTER 6 -\tn ' 45 ' +61.51 ;� 30 0 30 60 90 07 ; HOARD OF I}EALTH rn oo tr " - DIRECT ALL WATER AWAY FROM �+ s8 1 +63. ; APPROVED DATE MA SCALE: 1 = 30 DATE: AUGUST 31, 2000 FOUNDATION - SEPTIC SYSTEM IS NOT DESIGNED FOR off JOB•-m--41 LOT 2 _ ' fox aoe ae2-oeeo VEHICLE LOADING 57,224 SFf OC OF 128.67 -62.68 M£c� down cape engineering, inc. y1�p'\H Of MgJJ9, 0����jH �y ARNE �� CIVIL ENGINEERS a LA Ivl y o N/F LAND SURVEYORS 'o� No: 6348 0.All- HOSTETTER 99-- 156 939 main st. yarmouth, ma 02675 ° . 0 ., P.L.S. DATE