Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0939 MARY DUNN ROAD
,. . ,,,,-,.-.- - C& I,' '.r. -Wr•2•-..:_•, .7r-‘,:.. ,,,,,L;',,,. .,., ,- .. , --:',, ...' ', . ... . , . , . - - .. . . . . . , . . . . . ., .. ' . , . . , , , , , , . ., . , ..., ,. , , , , , . . ... , , • ,.., . .. , „_. , .,, • - . . I . ,, .., , , ., . ,,,, . . - , , ,. ..,- . . .. , . . .. . . , .. ...., ,' .•. " - . , . ._ , ,„ . • - , , • „ , , 5 , , . . . ,.„. , ,, ,,,, . . . . , „ . . _ .„, • „, •, , .. . . . .• ' . . • , . ..,, ,,, . . : .- ' ..„ , . . . ... „ , .., . , . , i . .• ,„ . , „ , , . „ , „, ,_. . . ,. , . , . „ , .. -' ,.... . . ' . ,„ ' • . .,„' ..,-''',_ ,, ., ,. ' '''''. ' ' ' ' ' ' . . '' ' '' ':''''.'''' '. ''•-''''''';'''''';''''''''...''' . .' ''' ' ''''' '''''''''.'.-.''''''.4;'7''I',V.'.1"':''''• ''w"''. '''l ''''' '''A',:,'''-1'''''‘';''.'' '•'"'••''1 ''''','"7:.'4"'',44.'4,-;;.4,'.-.1,:.„"'.7t."ok.."/ (,,"--L,"'-'(...Y-,-,'44t,^4"--':„*4.2--4',,,.:',",.•1',")eLii.,'-"4A-4-1"`t';',"'"7'" "4-4,'"' (4'-'1--''','4,,,C 4:-"'-' . ."-`' ' '"'-'"!:. . --41'''','4"--..1''''''':',"-.7.--.',,,J,'--. :‘ .."''-'..-.,''' ''_'.:',''''-. ''''' ''-'4'.',.",-"`.'',.;) .--'-:'-'''"'',"':''''''-'•-""''''."'''-''''''''''''''',"!tr l'i,:''.•t,•-,'''',"..11";`',..'''',7:7;4;:,-::`,.':',.;,?, ',.‘0.--:',,C.,Q...'t::',‘,',. 3:'-'5:;,''."1: ,,,,,-,.''.,-.,i,';.: .,-.•;:,,:',4,i -i‘•:Tv„.,,,,!-1T.-•v-',,,,v1.•,,,,,,,,,,•;;;;:::;-;,:::.,.;',.!--.',,,T,,,,:,'..).,,,-,•;,,,,:',„'i.,;.,•,,... ,i,,,`,,N,444,,,,,,,,,,r,,x,:rw,;-::-.;',,'f..,':','•'., ._ •-,- -• .',.. ' '..,,2_,-,- .--,'::•''',',-,:,;,:. -,'... -•,,.-i'N"4: -'1,-,'.' "''',,,L,;:f t:'''''',...-r--',•,--;".-..,•,-;,.:,,,,,•,,,'1.-".'0---,,;',?!..."-,:',",,••."',•'•-,,,4,i,'-;.''•-•-f•;,_'-.A''''.':.,4t7'---•,•, ••• ''"'•.'9-1'1"f,..--4•--.' ,,..--.,,,,,..„.,,,: ....:-,'„.%.„_,„..,,...,,,,,,;,„,iii,,,.:,„2.,,,, ,,,;',,, ,:!.4,:•,-,,.,,,,,..-,,.:,.,,..; ,',,,,,,,,,,,:.,,,,,-;,,•,,A,,,..:2,,,,,,,,,,,,,,..,„,,•,,,,,,,,,,,,,,,,..„,-.„,,,,.... ..„*„.,:i4.,,. , .• '-•,,,,'' ....,, .,,,,,,,,,i:,-,,,i,- ,',.,-,_.., ,,,,,,,,,..'...,:',-T,,,;,....,;',,,;„,..,;,-,,,,-,..,,,:,,,,....,:.;i,.„.,-,,,,,,„,,,,,,,.,•,,,,,,,,'..-,..,,,,,,.!.--,,,.,:-...,,•„,A., ,_",.:->-,..:,-f,,,,,,,i,,,,,:4,--,,t, ,.., ,,,4".•--.-,.*-,;,-,,,,t.,,,,,,-I",*--,-.'":"-..-„,.....z,,4i.t.',,,,,,,,,,,-,-"4,-"'"';':(1-k..":.-t:'.,-';‘,-/..--''•:` _• ,---).---s4-`-,-•.",,,,'"',."'-,..-:,,,..''.'t,"-,,-;04•:-•-,' --:•t----,--,---'4 tr:t'-'• '"'.-;'t,.-.t.',1,.."i--,-,•;.'-••••.,•'••••----'1"*,-,.,;',i:/,',4.,,,..."-4,,,t,i,...-',--,,,,,z-t-,,•',y,•••.' ,''a ;';',-t.t-,„".•;.-„,:::•..,---',-,,,ft--.-,-,„"-,-,, ,,,•-•:."4--•.- -- '.." •I't-,,...7.1'.1.:01."Iri,,'•;:t--",,,,tt.•'-. -.;„,,.„,',4„..,,'-4•,',-t;"..;,:t.',--,,,4t,.-.",,-.;*:,---,,,.""..--z,-,.-;!,,,,"ii-,;(.`--..,--;.-•,.,:.,`..4.'-`.-•.'"1-; .V.)*--,,A,.-•'q":".•.,,-•-:-•-"-,•.",..1=`;',i•-,-'T-, -.---4,,,,-•4?•.-"-.; ,;'•::.,. "'"'-',:-,z,....-t-•,'-•••!"-,..."-:: ,-.-'1,--',"*!="-.1";;;; -'''.--"-`,------'•;,'•'" i•,;-;--.;;--,'''':i••';'`''';;.,. i', ,t';'-'.",P"!!-,';',. ..t---lt,';'4'..t.O.'"--•,-,•-',:---.'t q<''it-,,"4;',1''''t'*---;•'-?-- • •-•'-:•,;.•'-;—•'1‘. •'•-"',T.•'•'•••'•"''--.A.-' ••'.•4,. ••-•A'-' •'''.•;','-'-'"'•--11'- •A'A'.•••••;-'4',."--/t""' IA'Ac'4'-',''•••'''''..'',,i5'''''''.'""*!;.'"'Y'l..", '''':.--,',7•:•: -.1;?:,''''1',..11'''.'":''-',4C4,?.''''k':,4''t4*;-•'-r---'.';','--,47",;"-.44tr;,--tt,t•X'.'-'ti.-,4-,-",,,,--',-.-',',•t.,:i.:,•;---,''',.'^4;:-.',.i'-`,C;;;;'''"?,47),tt-.--,,,Atat'--.--,i',•-•'t'I'-,-.1W,,tt...t.t: p.;,„•,",,t1-J,"-'71,..,;••.-k:',-; ri••,,,,,,F•,-,,"•.-1••*i"1,-,',,Yt't.- -4.•,,,,•„---,T,Z;v"."-,'•;',,,, „,.„-„,;,.„-,,,,-' .....--,- ,..-' - ----,- ,.-;---.•,.;-. ,.,•-,.t.-.-.'---,,,,t-,3--,-'-I,.---:,, .--,..s.;_ti•-•..--,'.,-,,,....,„1`,-'!,-.,,--,--:,-,r t,,-fi"..,kf-1,--",."'V.4'".'4 ,"-';'-''2'''',,ij--=',',-f-",,-,s44%'''","=,,,",'"'''''.:'•-,-'• 7.'-7,".•,'•-f4.,'At.'.'2,"• • ',.,•.',;'''''''''''.7, %•;-','•I'ii• .1•,',:• :::.' '•r,.;..,'--4-1,-;fs,;'94,-.i..rn,,,, r.;:,,I4...,,,-'-.,'((z,.1--.•:6-Irk'i...41,4-1'-' ,•,,tt, 't•'',t,''•,-..,.-•'k-•"-,'-"----'-•'-tt,--...- ,-.r ‘.,",•-...•„:,-,.4ii'.4,.t•-''''',-, • '"..-: --,,••••„.".•--.••;";'',r:,'4•:':'".-';-.,••••,••••.••'••,•••••.'... .s''''.;•.•,-,•••• -,::.,„.--,•'''''•-,,':*;:t'4„,.,,„'''''''',,',7,!:',:,..k;'•ta,,,.-,•••,,.:,..k4•%t4,02:.•,-;7.,-,'...;‘,'" :'r,":7„)'..,-,:,;,t,..s8,,:v%--,..;.".,'..:-.'.'C"%,:::,-::;%'': -t:;::::. ;,'':-,'0,-:-.:'.. '''i,'..::::?..-.4'',1,';;,,,.:,,i'..'.,','%.'&','--,-,4.:';',, .4f,"‘4:,4:;. ,•4,-.,-'-;,,,,,-,4:1.A...,,,,,,..,',i•.-...,'',,,,,,- ,t." ,-,:i• ,*".,„„.•,,-...•',..;,.,y,r.::•:•;.,-,,,,,,•';•,:.,,••';: -.,'-.,,•,:l=:,,,,,,,..::3,---;,-,•,-,,,,,4•,,T,;,..,,..r.4•.••:KAF,0'1,..,"•'?....;'.'''',C,,,,',,l,f'.!.;-:,','T4i-,...,.,,,:".-,,,,,,''..'-:..',-'''',.-t-:ft-T.' '-'--f,ti'i,','..t'it,-„,.--",,,_,-:".iztl- kt,i':',..,,,,,t,-,--tx,.-stf r';-.''.,•.4,,i.,°•.,-,:it,".',-";;;;,''',;K:: ',,'''`:."'.''-''','-:'.4.-.../'''''ti.!,-gr,t--,".•:',1•Zr.%---,"-•, .'..":-",-,r,.-.„,i`$•'.1;±,•4-,4'4,'W't.t., r"-'-',1„,„•,'",;•".ii...•,',,,T,'t-,,,:--'-'7;-,•,,.`'',...::,•.9, k-,.;',.-"Az'',',':','"•;,'",„,-i',,-:`"..-,'",.,-;;-;.--•-',';`,•-.-., ---,",'-;••-•-t''''.",',-•'-'''''r.;••"•'","';','.4,-,=:, . •,,-.••'"'-',:A.-.--'•-•,"'.-1 --'--t--.•"t'..,:t,-;"•,-:'•',-,•• -t..,',,,,t,,,,`;4--)V--"--,1.-':,-!-,t,+;„---,''-\,....;',i'',!,.,,,.y,,.AA•''''-•‘,'•••.'"",•'•'" :••,:-.•••••'...A.A .,'A,,•":-.,-•A.A.,••••;•,:_?..4.4.A.1-...A.:41,,,,,..,,•1„;,,,,-•-•4,-;,-,,,,-.,'",,,ir-.-,t,..,Itt.,-:„'„,,,,,Pe;t.-..-t","-_•-•-• ii.".- ,;.;t,‘")...- •••••. .•-•4,,:-...;•R.,:-',.,-,..4,7.,••„,,,,--. Z\4.,,,, -i:,..iiiv.,., ',-it-••',.P..t.tf.„,..,,-.4':,."--',---.1.5 „.c...„7,t?.: .• 7-•-t,...",--------','•••-i-..,•.--...."'„ ..:-,---,,t,,-,-,,,L•"...",..- ,t4." .,.,-,....-;i: t,,..,,,,l--,-',,,,,--,.,I--t 2.,,,-,•;,,,,,,,,-",-,,,,,--,-•;.,•,.,....4,,,x,,,..--,,,..•„,,,T.,,,i,"•,,,,,,,..,---,•,,-,'-....t.,-;',-.;,,Fx4,>,..,,,,,,o,, „,:;,,,,:r,,!,,,.7;i:_.,,,,,44 -•-.,t,,,.:;:,-,,,,,,soe.ii.,:.,?-. ,--.:, ,..-'.,,,,,,,,,-„,';-,--v.;',,---..,,-.:,,.',........,.'.,'..,-.-,,,-..',..,-;-..v.,,,,,,!,-ki.r.-, ,,/,.;4:.,,,..-.vn,--,.:-.',..,r-.,z.,...0*,,,,7;...''..,-,,,-,. ,----,,,,,,.,,k,,.‘gr,#.,..-..,-.'v, t•t.,..•,-.v-r, A.-t,-.q.-",-..,:;,-- '7,, *C.T.,%-.;.,,,,,,,,7%::,',,,:,4,',,,..-'•:-,,.-,,„,,:.*,y,,,,•,,,,,,li,ri.,•:",,,,',•.- .:'-„%,:;''..:,,,,•';,e1.11,, ,..,,,,,..,„ ;%,„,.,,,.'1'.4„.,%ii:'•;,,,,,.tic, ,r,",'-:*:+,-',..,%,:', A'., ,'.,,,. t4.i,,i,•.'„),.:-.,v-,1,,;•:';',-.7.,',4,V,.-I''.,:e,,`:',:,-,,,,,.7",-.0.„--,-,•"-..,,,,I,,, (..,,,t -",-,,,,,t A',-",,',54,,t,k-,,..-.A-7,...,,t40---",?,,',,..;r..•?.„-4-1-t• ..'"7.-q•VA.4.,•••,,A.,-,N.F,AA:,-,,,,A.,',-,'•••.',,,!,',• ,.- .•-,,,,,..,••••,I;.•••:?<,-...,.',,••,....,...44.;:ti...:,•;....-,,,....••••,•-:.••,• •. 'A At-..-- P':„'-'.?.-.,',,,.. .,-,',."'.4,4li:-.'..7:1.f..,'.i.ir',"4...,..•.'2.; r:„..I.0,'"-:?",''7,,,,C:':.'i;7;',..- ,-,,,' ,.,'../,'f',:,A'''.-,:,,',::•,,':10.;':,:',,,,,•,;.,•'„:4'„:-,.s.,4....,,,...;i-,v-..•;*"N•4---,•"- .1.4t,;..„-t.t.-tte, -,'.-,,,-t,-,.1-tc,-.--- "'--,,---,-,"--",...ftt,„:,..t-fl.....•-tr t•••-•.•--,,-•fti..,;;,-:,'.vi..#•••• •=;_.,,- -'...1' .,:',.;''',",,i,;'.. .,..%-..:',',, ,--.,'..-11::!...•-('.4-,. )';','..i..i2'7,fr,:r-,:-.•n,..,:.-•?.;.;',....,y.,,,;!:,,.::::.:,:;:.:-.;f;,•••7•,..•;-,.-, ,...'4,;,,,:-;,,,e,,f•4,•;:,.,..,...:-.Ntc>.',5;.,.i•-,.,,i.,;.-:•,)4.,-3.4.:13,-,,-1")..i.;;',:,,!:,,:::,:,,;(' ?4,6;.,>.i.,4,,,,,,,ii,v,:,i,,,-,.:,,...-.„,-;:..:,.,'W:;ti-...i'4-'::.--e7;•:1,,,,-,",t,;,,,:,,,.7.4,14,-.:;:r:.'„,,,,,[:4,,,:,,.0 •,,.,,,4'2,-,. \:::'j;:':,.77:Vii...',',. '1":74:;. •, ..,. .. : ' t:i;', %k,..f...-;f,'...,o..;., •44",.,-,'....r.i!'?'":::•'.14, 40-4.,•;,..",,,, ''''..7r3t."'•,-:" .%'•,5,...Y.t.:--0'•-4.4",,t'"-,°,•`-•'-?","":-:•4;7i,.'4•;i'''A,.--4.,..,.. .;,,",-',7„::,•rak::.k.;:f':';'f;N''-'''.;i'4;,;','''...'',:' ''''.B.'-'7'.4n:!4*-.L'''";'.1-:''A'''''''',--'-'1'.7 .'''',"P':-Z'4.:;A",•;E•--tv-'t:'•7;'''';''F'i'1".t4'''''''''''*41-''.--,-t,<• ...A„.; ,--.• t.v.,-,,,16,7,-,1-2:,,,,, ,,.....,,,,f,,(,;,,,i•--41.----',Pi,.t:t'.",;',P.,..-1.',..,',t.,,.,;:t.. -,•.--.., -,`..-4.4.i..,,..01- ,,,,,,,,,,;,-.--;„,z.,,A',,-.4,•;P,f,','2,,,". ,',,..-`_.t''''?L'S'i'',:. '-‘',.''.'',;',-1!4^ ..:42,',,,:.-7,.",..-%3,.'-',t,-..-,`-':::,;1;,..-(".!'"•'?","A.';'1-,3'.4P247'4;:,..-',.40)'".'vL.''-''-',..7.-',I,'Ah'r:,'"'f:-=,'''•..'-'•.'-,-4' 'A•••••:-A".-..t'q.:•••,,r."-4-'...•;,!',A,'11. 2:"'"'•••A".•••••;'''k:,:""'":''''I'V;'''' ''':4,.,,,,,;-,4.,''',-",-,4,-,`,„,.,4.--.'-•'•••.--,•-,4,2 .--,.)-..''-‘,•,-,-42..,'ii.--Pt.::'i;(-i. :.' •-''-',''-',.,,,.'-.-•,c';',..:..--,=.:-... -;:,. ..;7:0i2.Yf,'%,,. .'‘,'L 7',,,'.::::r!...':":-.1,:::',/,,,,-„P','-,,,ii.jr,',.,;,•:',,•,..;%,'-', ---'4,-,,,",w;;-,-",",•••',,,'",',.t",,,••••••.',,,t'-iz,.."....i;',"'Vett,',11','-''.••,;-',"!•",-...`:••••,•,-••)-,"'„':,-Vt-:•,-•,-•':'..."'•-•••',•:.`•-17. . ..."--,-,;-- ••• -••••••- •.1-,-,". roi"-,7,-•--,',1.,.,-,.. .-'4,..'''..;,:--;,.,-.tic4-',.:'."..:.4.z.,2;,..!,,,...A...:•,1. 4.'.:A.4.•',...-•,•,i."."',A1;1;:l•A,,,,,A'ir.4,, A".-.-.'.4".'.',..r. .•:,t';'''''."-';' -",'.';2P':',.--'4,-,-.4'7-'.57::•..'Ci,'''.' ,'''''..-":',',.'-''':-:1.,TP-;-;.-.,-..'-:.)',',7%..:*.'tii,r:•-j-•.."'''.',- :'''''' 2` ' 1:..4" '''''q44.f,..4." .k,..-,,i'rr%',.tN.:.-i,-"v:—., ,:...::',:'#.,.;,'.--,,,,.'.4-- ,:477;:c,' ,-N.L,..1',-.`-.14 "'K.4`,,-..i. :"..,4•4r1-4..?".*.;;',-';',.4 t.".",..;V.V.,,,'•?...•f''''';,"1,e',X,",-;',t',-".•',.M.*,:ertz•,:k,to,f,t,',1(1,,,,•";;.:';',r•,-•"'A , ',. ,•.-,,,,,-,-,,,,,,,,,,,,,,, ,,,,,-...,,,,,,,,i,,,,,, .-,:.-,,,,,,...,,--,,,-4t,,,,,,,,,,,,,-,....,.,,,,,,,,,,,,„",,,....„,t,,.....,„;..-.,,..„:-...,.„1„.„.1.,,..,,,,..„,-;.,,,-...,..,,,,,,....4.,..4„,..-.4,..,,,,,...„-,,,,,,,,,,,...•,,,..., ,,,-__..,:iikt.„,..14,c,:i.,,,,,,,f,-4,---7,-1-i.,--1,J,:,,,,,,,1%.,'.,,,:k',.,;,2'.. ....-41,A-,...-:,,,,.,,:-.,..,,,,i,-,..,ii,•,7..,:.m.,,..;:4.:.,,i,,i„,,,:•44,,,,-,,,-.: ,ii,•:-1.-.,:•ti.,...,•,;•,:•45,:•,k1.„-z,,, , -1,,,;.,:,;;;•4,,;, „.,,,,:,,,,,;-,-..,,o,„7,,..c,,,l2r,,-..,-,•4:.;,..,,...r 4,,,••••,,,',....•-•.41,:yt',,,,:it,%\i,X,,,,,,q,•'.iz::!•,,:-•,;:,•,.•,',,,,.;7';',A -•..:. .,,,••, .,,,;:,•••:r.lez,›.4,,.„.j:*;,,,J..'9,,,knt.',.f,"&"',,,',;,'t.f4.'.,'.':...,- '1,..:,'; '-ti„t'', 1„,:,,''.:'",,,:,,..§Lts..... S.I',,,..,, ,f".'',',...,A,P.1,-5/,`:;,T,NA'''.:'._.4,„:,''',,f,,I.,- ,x;'''''''4-1-,''',,,%-i''''''.:.'..:'":4',..-,..f.,,,?...„'7',;-'!".",'P','''', 1.,,l'.,V1:•11.,.:j'iMi'.1.'', 4k.,:=1.j.:-;:4'''';''''.:', 4.‘";:ri'VA:''74.i.i'-'44.i.n.iit:':i,e6„ :,;1'' ''''').:'4' .' ,',i- . 1#._i'*•--' ..,- ,41.'., q'-#10*.. -','.'''.'1;,Vit;.!;21*:-.I'''.''t:',!.,it:Irje-,i' -6... 1:n,-,,S,,';`Vk4...,",, f,'?,,i,..t',,.,.ii; 44'.' ;,f' '')''';'''''..i'.'‘,.!'.14';':',t:::,. ; ''''''!'''' ' ,:lVIFs'''it.:: 'C'''" '' ':'-''''::i.iMi.::': ::::' 't.1..-. t'13'''''Si''V'3''''':4:',..I.i'':4'=-j"''ll.:7;."kr.'''''I'.i..-.11:t.9'P''',e':','':2i';V.:i''':',:''I'-'14:''''''''. ;'V:':'-.:.;,-A'.,).j.':'it'., ''''.''''''' .''%':-:','';'',''-'1'''''l:''''f:',J:;i'i,..—',. -t::`:'- '''''','''-..•''11,:r.'',1-!-t,:.7:•• •-';' rt4,7%'•141?:-4-.140.0."-:;'1•-4''-''' '--3:43,:?.•?':.t; -*7-4&';'$"4 .'-'''i;-•40-i''.4V,10..g''-''',::•'-i;t: ''''!.1-.4.--.i•',1'.;.',i't:'"'',--...it,'4.`",..t7,. .'''-i't•!;::•0.43`'-;-.7 '4',.... .-•,,,- ''•.••.y..;-?.,,, '',;.;',:•,.'.4'S-At.,•,,,*'--5-`4.--t":"..i-';?•'.",:-.,:._•,,,i;, ..-ki-1.'-','Y'4.g.'"'„';..,'1'.:','.:•`,..t,i.,;;,.„,"...."'-•:_;1,-',,f'-4ti„'",";"-4,,s;;" ?:6,,,,-,•:,-"J,It.,.."-t-, •-i'''; ;,,,,,„.A...-.5,• ?„-A,•;3,-At-2, --,. ,,,,...-...),,....4.,,,,.,-..4,'.. „.:-.4,.•,.. ,-,-.,1i.,,•,,,,....,•."Q, ,-1 ,,„, .,v,,,,i,,,,Q.„,,v,„,,k.c.i.,z,,,:::144.:,,,,,.;„,„, „21,4.:,,,„,,,A,s7.,, sz,:..,z ,,,,,,,i4,':' ,...,.:,:;R::,,,,:" ,„'',,‘:'`,''';;r,..;:',.::-,':‘:4:4:7P`,•,:•',.'./,'"••,','PC',;.„%\.e f.;&k•:;‘•..'1W..g'''''',;41%.A4L::&-'' '''..;'',:it,''',•:'3,:'''‘ ..P.:It ',14.7::'::•,,•,‘,';$'7C,,,,,,,,i':,"4 f,-4-41.fr li '11,A,e::,i,',:',;''',:ViZ,I:V,...4,i...''.„..1:-,!),,,..;7.4 :4-.,..,,,'.,:et,= ',,4:4',,..-414,:',..:.:14,;,';''....,:',',:.:::.'!-1,-...4':',i;.':-;:k,....:. ,Y;;V,•:!,".t'tl:;',C.t:.!',;'"gi ,"--.'"':'%ft;,,-... ,',-..,A4V,".•A,'":A=-,'"•"..,"'I',.,-.;;'',,r'...'j;-t.2';'7'.4. -:-,-,',';'•tr-.:',:.*.z',--,,,1.4?•z.'ii.r,? -. • ..,'"'',:.' -.;,1.4' ,,,r,A.,„..„-,--: ,,;•; ;,Arfr,L,..,'7';g::;,,,,•".:-.Ii-'-':,,,z,,,,k,,,:-.;•NA.„4-,,,,. Al..,.,,,, ,,o•:,,,,,,.-. ..,i,,,,,,',i;•y,,....,,? .,,,...,4..!...•5".--,.-..lt.44,,,7-.'-*;,-J.N..,A.,,,t.N:r, ,,,i;"1-..:.,c,7,..,Ng.,-;11-,o,,ii.'t1:4:;',..,'.',.:-..','",,t,-;:e4.,:_.-,,- -,,;,'"..A-',.;•iii,,-+:,;-,.'ti--;.i-1..„:,,,,,::.,AT:,..,'.1,.:,,,l1.,,,,;24':,-;'i.,,,,'',',("',. ...,,t.':2-J„-::,,:',%4-!,4,..i*,;,:74:;,01,.4':',Vf:',,',f.', 1-,11 •;,,,^..:.:c":',,,.', ,;.i.',-,..;!:,..;,..,,:::-',:-.. ,,l,w.,,j,.','.'-,'',,,I,:*--.,,":.i.,,"-.,;'.„.,?'::::;:.,.:%.,;,17;4 '-,..;,-,A%:.`,X4::•:',7',':%,•:%,,,:::,., 4,p,'-':g,;;,:C:,,,,:f.,..,t,,,,' ::.,,,,1•5 trig,,::•.,,ii:,,,::,,.0,:r;r:,,l,"„q,1!:;;;I':',''''.;,,,',:r:.",:i17%;:,,5;Ze',','",:i,W, ''-:';;4...^',.'ri;:,c,,n'ir:,:1-,,,:.'•-,' .4*''''.!;f:''''''::*;%-e',i7-,*'-'''''•'''''''',"';6"'::.:;!'',,2;:,:',-%,;;;;'-',,,474;:','-N.,.."4&;.'- ',VIA44.:-.%:r, ..-:;..<1;tq",',,:16'4:: :',F'-',7'...'";,‘„-'''??7;‘,':'.','•_Z:..s..f'k:,%,...-:z,?.:04:',.e--;71,-.V:,,,,'7,'-_,'.7:7-k„.,:ii,,,,,' .-;.--,,,,--•,",--t,,Yf,,,,, ,--,-,, i,,,,q,,,..i:,,,,i,v,?,,,,,,,,,,-,,,-,,.,:„.'-',,:_..;'.,,• ,--,-,•,-,,,•qt."-,),,.,t7.,,,,,r,'.,-.2„.,,,,-3.,•,: ,*.-„g.-Vi„i,t.k.,,,,,L,,,*•:-. 4:. ,,,,,,,i,'.7.',..nit'.•-:,/, •.,.,,'.‘,041`.144-••'.,"1.,t ,;•.4...-i•f`,.•,:0.••P,'"-..n.i.•* ,1:4,„''',',;:",';';,,4,',,'Iot4'it';,'*-',4;:,•., 7-„-'14. --,,I,',. ;ri,-•.ti":.".":4,,•-•-•••'-',',":".1'-''•-.4.4 .• -.t:,.,- --•.',-.4•''''1,!', -•-zY.i.:.;i:'..i--"*:-'1:!`..,•,,e5,:t-tItt---,"=..';"r.t-'-,•.•tz,f:I.'''. `4,"1.--4-;,,;'..,''.,•"-\;;•••,'"Aft:.• ".;..„.•,..,!-i,;•.-!,!'t„•';',:',;],•C,-,,,'•';',--•.;,..""•'',•,','".•-•,`.24','"'",•i.'''-'',-,-';,,,,,,,-;:";•<----'-'4•'''="4'••tt!---"'''''.."-t-- ",'-';-•'ri'''''''"'•.,'.'-','',iq':','„it:."'"•'',-.."..i.,.",:,...7„,,'Jig.,' t.=AA'•,,-,':.A,',,,c-4,-A.••;: .•.•,4.;•-.,,•••,-•!, ...-,,;•8-,w,:, A,,..,••4,.1„...,--1.4.-,...1•,,,,,,--•," ,,,t-",.',1,„.,.....'1--,`,i„,,,,,,,,'„,-(.;?,„.-„Ate,,,,,-,,,,I... .;,-a-,:;-V-i'r,,,;'.'•',',,*,,,'-,•,..'ttigt---`1.'",'",- ",:,"--•,:.,91-';''---•''''," . '---,- -•'-;t-.."-,,.',..•",4-,.0•6";.-".".-„t" .. ,' '--,--..--'.'•."•', ..---.,•."N•.'f--.t.i "';',.'6,:t..-:•-.r'-.-•"--,- '••-t--1-,"-•.;-•,-.,-• t•,...„,; -,-,,,. ,,,...„.r t t.,..,,',-..‘t-,,.,,,---,, .1:•-w•-,.,.--4,.2',- .-''.-,,..-4,-,"-- ...,z"...• '..,.,",,,:,-----.--.-4'';v"-„,-,„,,t4;,-14i.,-.:.qt,,,,,,, •,'--.-...,1.-•..o,•,-..,1"--...,,,,-,,,,,,,.....,,4-;-4"-. ,' •.-.E.',.,,,,,*,-,,,47--'4.--,t.,,,,,,,t,."-7---,;44,../V,',-4';',/-,,,, -1,.„4-',,,:e:...",-,--1, •-.`•,,,/,,,,---,,-,--:,.." -,:',;,":-.-,','.-`.'!, , i,4‘," •-", ''':,-3-.--,:;•••'-.At••••0,,".;•',..-"•A'•,,...,,,A,"•••":„,-:"0.,,,,,,,.-v,,A'-'1,-4'--",'"'''''.4".4'.,...4..."'' '44-•,:Y.44;,-.••',-'r-Yo 2".',•,•''' ,::.:•',""'-,`•''-4'le:'-''A4,,ii::: c.•1-,,,,4.t.',-•,,ei'.3 w..1:0,•-,.-.4 f',? ,r.:.' .4,,k2e-,,,i'',.-,*-Y,,,...--,"-..•,:;.•,,..•:1,'''•...t-,..,1,,•,,,,,,,,,,P;;c:,:i7,-,:,,,:,,+,,,,.•.1,,,,:,,,,,,4ig....;:fm-,44,,,,;,...--,,,,,:,-,!.*:i'?,.,.:''''"n';',4 ,•,•,,,,L.,,`,...,,,,,,'.-..-''',",tif;",.,,'.0-;:.',",,,,..0.,li•', .",',•,'.•-;-.-",,,,,,,....' ,.4,,,"`•;=.''....,4,,,,,14.,...•'•.-`"4"':'' •,es. ..,,,''', .*'7,.‘,,5;',',R•4••g,:'''ii,'•-•""''ai=••,,,?'!.•,•.4.4h, •ii" ...",%";',..'•••''',,,4,•%,,,'"...„:,,,h;•..,"..';',;.. ,•,V:","-`''SV:C;,,r',i',7:,. '.34,4'",''''.:;,4,tr,'...;1,y,';:.Ye?,.-. 4.-,-;,--,t-m'it'.4,7,.„,„,..1,,,,I.i",;44,,,,,Y,',-;r1,-,--, --.1•;,i-iM,ti,---,...;(.„-'•.'.--,,,e t,,,;,:.-,,t-z. , '7,--t'-----";-,";,-,'-,',„Ie-,-",:,":",41,4'.47,71,-;i,„,,:"'N,',?.'2.:-'-',V4 '. ''',..,,,,,,,-, ._):.,-,.-"',4,?f-I:"._.4:'',",,,..: :,;,,, .,:!..e,,-,.,-,-.,,,,,4,":-.4a.,4•.:11.,',i„-- -,A,,....!.., ,•,,,••••,:;.7.,,,..1 •;.,,••-,r',1q..•..,1,,,,-•,.;.•.:••..,• . ,:,.4 `A':%',',A.,-,,,‘:-,..),". -'42A.-`",A..;',:-c•,=•;:,A....t..',.„..•.-•.;.-'i-,:,,'-' 1 .!,:;,,,c6-AY-!•;',1..,,, l'••:•-...::',.-1,-kri,,tti,;;;,••17--,-"k;":),•41-g, l'i•-,r'','-feA.:-'•-•".4'',-,','.;,.1-' ',;',,k.'.•`•''..4"-'-.'''-'t--.,',".',,,,74,7..;.:..,--,'i".,4:4:,':,c.,....-..:_-,:4';'-::‘'''''''..,'th. ''''!;:'i'''.,..,,'''..,'.\:,,i'-',,,':41,.:',..,:.'',.',.'4,--4,:',„7":,' ',',,..''','''' ,'',-;-,-.;!...-,,f,.)..2: "."--,f'.-'.''''','''‘,..'''''''‘.-';''''.:'??.'.'":<•%' ..i,1 .,. -','.:...•,,,''-';';- ..r.f,',:,,i-,,,".•,,..,,,'.-y";•"•:-.;.",'•;,•,"0,-. .t;E,,,,1,,-,-;',,,,,,,-A,,',';-.A•.,',4,;71,';',..",‘'.',,.:•:,,t.,,Zy'..,,,:-','re*,..-::"-f..,:-;,..',;,,,',•,..,;•-,,,':,•k,':-,,i,'"10.V.!NI.'''-,-'-4 W-'-`4‘.,,-i;,.7,,.Ar.,,,,,, ...-,,,:,i,-•-•,,,•.:,,,‘...,-.A.;••-;•*•.•(•,•„.,',.... ,,,..,.','",AA,A;:-„,‘"..A...4,A':-.4„ ••„,.4•••••,.•-••--,',A •-..,•••wi•,•--4,z-,A4....-7A:A-Aiw-8'e-•-•,5•••-•;,,,,,-,,,•,:.A.A.:•;••••,,,,.. ,,,,.„.•,,A;,-,.,.......A...114,-,A,A,•,A,..,,, A,,,,.',::-;,-••. ;.,.•,,, - '.'••• •-•",,-4,-,,,,,, •44.,,,-,".,4.,*W''.,-0,-:',`"t;'.••.-lt••"';'''•-i',6',,,, t;"-, .,,,,,I'Vk'tt--;,,it ;,A 4",?...,-';',-,`N-,-,i,r,.-",t,,,>,•-'',,;t:.? ."-t,•';••.'",4••.). ''•..--,2.1,-••,fk,',•,..c:.•.:•-'•;4•,'"1:',,,,i-Zi:,1.i.••''Y..i.Y•"V•i';•-‘'+',V•••:•.":,'.'.,;-';'-r•\',..'":w...#,V•%,''.'''‘'''•41,.`i l';?'''',,,, 4 '; ‘+'''•,zA 'i.,•,'1''''?'''..',•••',:--<••;,'•',.' ,•',4,'''''''••,' •r':,;''-'•:'''''••7-.. '•-•"?'01,',JM:',' '' :.': •'•.".'-'-•-• ''..*,:,,'••••,'74 t'',',••' ''','' ', ,,'•;•,',.,i'•:',.;.;.',,,' ';-:4' i',,-,:i',./,...,i.T.,.-,,,`,.,.4,1''.,}N,'",%"--,,,A7,..4'.-'" '., 6,,-i',47,-,,--:'''',";-.,`:'''!,ii:',.,-.-,,,.7'.%-i,,..'N‘,.''''.1':ii,:.v.t-'...?•,);,f.':'.;','4,',',"7.•,':.',:, •-,,..4.,,,,"-'1'4,,,-,-.4i'..‘.".• ,-7.`,.:, ---..,,',-.i.,-i,...,."`<'z:.,:--„;r''.:.,..,::,,,',' -';','„?,.'...,.'''::.t,....,. .,,-;.,,ri.,..,:,;(:.,-',-:4t, ,,,,, ..,..,4,......,.4.,,v ,.'q--.-4'.:.,-,-v .!..,, ,,..., ',F,',v,r.Cr.,-,1-.,,,,', ,•:',,'„,‘n;1,,,,,,•'• •.,-.•,,,-1,,:,•:•k:,.: ''. ....':',.''•"'r±:-`'.•41."''':',:•:;40:'-e ,'',i' ''''''4'f''''-'•4.1.''',?.••'..."'41,'IL*'''''.0‘.''' ''''''-'-'-',-,•':',,.-- ,..:71...'it',...,- ,,,=•..',',7.''S''.'''•47,•;',• ;:ir-1::;•:?i'r•-;.7-',1:4:1'-,,,,LL,,,,•:,•'•:,',V;''',,„.,:,•••••:,,!1.is.':::,74'yPT04 -•':-. `••'':r'',.:5';'.ii•:;•1,''-,;!`,.•:', ..•,,'`','":''"::•t''''',.' '' ?•iAl•-•' . ''.:'.. .•. I`C,,, 'jl.t.',.,:'•:,..%:'''•••,:tt',',-'4,•••'.-';'::-'',,. ''';`',. ",:' '''''.- :'':,,' !' -....'i'''i,,'•'.• ''-''',• .-1 '-':;A,;.,',:::',',','sr:Y3`7% ;''',..',"L'.;'•; -;*.;',.,/,,,,,i'..,':,•,:,,:v:.‘i'A'.,,'':,:-`:',.:,-w,•:2,[,,z1,./%1, ?,., ''..*.'', '-',.n'"!•.-.'.,,',..:c.'..:;..,_.•,:,.-',..F...,..•,.';.•'Ll'•';',1.'-`,. •,:-i-:-.:•••':•.-4•-•:'''',;;;;•'.;',.";--'• ,,. .. .4A.....--,'''' t..,:,:.-:,-.,•-•,,,f- ,;• ,'-- •'•-,':'-:.'•;:'•-":'-:,-7'7.•,:,:,. '•';.-t:r•_,,;,•,;.',,,, ,;•!•',-•.:•, :'..,':•:, '`.„' • •,,,•:-.,.:,• 7-.,":-.'„•-*,,'!,:••,• '''.:4----..-"s114.";*,:---`,",•-"•-,---."..--.'?;,,,,--,,,,,-',','„'.1•,,,',."•:-;:;','"--•.-",'"-;!:'7,,r.;''''''''!"',-.f.,t''.= -,"','Z.)-.:;,,:•.,','r. .'-'.- ' -`."`;','':,,',+' •,,i•$4-'4 ':',,':',"',,,,':„i,f':,/-',,,,7,s,,,;',','''',',-'''.•',•:: ',' ,-,1:':':;,:'9':','":',:- :'.,,,,,,,.,,: ?':':',,,.;;',:-;:,,:.',,-:,`:.,. :=',',,i',::4',4"',.:"A":''':"."''''4:,%'''''',‘•'',- "t''- '---""i' '' ('",;''','''. --",,--,'' •,•' -;',.r,'',...- •'•', '..•••'-;-.`,-",-'-.:',-„,,'....„7'.,-.-•-;:k•`•.:''..4114::;...ii'-i ji:t '2„ZALi.-.:,7,'''': ,::-,.','•':";.,',=';'''''V''''''..'c.,.::zf..•:',',,..":7'.',-:'.i',.',...--;'.,..,.1.'''',i.,:N.-...,...__r...- •,',:;,;1:.;--,4'.' '.,,2-. .„-,'....;,,,,;,.. . .,..-;'..',,-,',,,,',,.',.',i,'-',.-,)(.,.4.,-',-,•',‘,•::-,,s.4--.;j'-;,. .'''''.7' ..- ::.:-'c';',.,-,,'',.2‘•,.t''''''.4.y.., ''`'',.„ •,.',..• -,,,;•,.,,, .,.!::.' '',':''.,',` :: ;;: `',. ';-'. '''' ''''''-1---.-'';',":T;!--.rE:,:,,',5,"."''''''.;1"if-'.'.':•-•;,''.`'''',;....'.::::-'''':.'-'5,::.:;'-',i2'''''',',Y",--,':.'.'f!-.''',,L;?::';"''''.:',.'':!.:''.7."2:\'','2:- -!!.,•i.'' '1•7",,,..,' ••'-',..,.A.t.':'•,*,..':•"4'.••,,,,Ji.,•_.A1'2••',..''',,,.;.",-.'',.Y.•t•-7.•tr,.;-,'..?•.,',". ,,,'•-i;:C.,•,-. ..t.:r'4-6',-•t. ''.-•'-'/;-••-t' '-tzi-,,,,,-*2;4'.ii•-•',.,.-A,F-,Al..i4-•••,'••'7,:,..:,;'.:;z:',,,,,;,,,,.,,-:,-.l''.. . '-''.',1::'-',::-;.', ':.,''.,:. ....;i.. ',..'-,:,,,•t;.:.'...' '..„ .:-...',.':,-:.",--,,.::: ' '.:=7"',•'...N ''.. .':••'C,:;'",'',,'•'•:•'..';'.1''-',.?,•;',`:7(17 f:'2.:ikl''‘.';`:':','•,•.A,.'•••*-- ,•:•"--A'-f4.."..!:-:-.-,•,:':.••••••A'::::',.•;••?.0"-';':'.:i'i •:'.:;" -'"...->"•-•.,';'•`?•-."1.''''''' '-',-'••,:•;&--""".••,#....".•'4,7`• A.•••••••• •,.••• ••".;:-A'A',A`••••.•: -.A.•;''''•••,`7: ::•"AAU-=• ' -;•••••' ,.'.•••..":, •;,..,.".`..•. -4.---,. -......, A., A.- •...,r...,,,•1.,";;;••-.••....,.,,...;:',-:-:',•... ,,•'•.• •'•:,-'.'•''.-• ,......,.....4,-..,.'". -','"- • ',.• "'r .... "' '• -• •' . , ...,..,... ,,.,,•••.,;.„..•,.s.,•• ., ,.•'.,,...`,, ,Y,:',A-- .,•••.•"-,..1:::,, ,,... ••-••,,, .,,••..!.•,...N ......••„,,-.,.'"."-,r-A •.-'.•••',.,"•-,"•.-A A:,--"'N-,-r "';',-•,'----",'•'.'''-"•-',';'''''"'"''' ''•••,-:-' '-'- • ;---,"__----'' ''''•••-?.•"-r,'.,..- '. '4:-^, •'••''-t'" - "• •'''. '- ' • '.--"if '' --,-" — )•, —--. - -, . ' . -,- •, - . ... • ... , ., . . ., .• --- ,. ; .. , . .. , . ' . . . - . -t,,, ,-- -. -.. . ..... ,. . „ , . .„ -•,,..- .. . , . . , . . .. .. . . . . . , , . . . . „ . . . . , ., . .. • • .. . , . ,. .. , . , .. . . .., „ , .„ . • ,. , .. , . , ' - ppProject Name: �Q J 3 5r1 Ui (h.q. IA) Uinif? , ---2 Address: 61,361 114.irt4 Pnn QQ Permit#: .T— i1" ioti(), Permit Date: i i 9 t/ M,P:__Jiai Ng__ LARGE ROLLED PLANS ARE IN: BOX: 1 2 SLOT: Pq Date entered in MAPS on: IP IQo l� program L .:Wcro.ii By: L n eiVA —kwa rfo - 1 t VVv� Kl • m R.A. SCHAEFER& D.M. WHITE, ARCHITECTS RR PO Box 447 112 Elm Street Goffstown, NH 03045 603-497-3405 rasa rch a comcaSt.net FIELD REPORT TO: Keller Company, Inc. 1436 lyannough Road Hyannis, MA 02601 Date: 20 December 2017 Project: Carriage House Location: 939 Mary Dunn Road 4, MA Contractor: Stateside Construction Group, Inc. Owner: Keller Company, Inc. Weather: Mostly Sunny Temp.: 48° 0 1:30 PM Present at Site: n Ron Silvia; Silvia and Silvia (RS) _ Peter Beaudoin; Stateside Construction Group, Inc. (PB) ® Allen Tosches; Stateside Construction Group, Inc. (AT) This field report shall be read and followed from beginning to end. There are items and clarifications added that may not have been discussed during the site visit. WORK IN PROGRESS SITE WORK 0 Sewer line installation is complete. 0 Site utilities installation is in progress. 0 Drainage installation is in progress, 0 Site light pole bases installations are in progress. {. BUILDING 0 Second floor loadbearing framing installation is complete. s -" 0 Third floor trusses installation is complete. ' 0 Third floor loadbearing framing installation is complete. 1 0 Roof trusses installation is complete. 0 Roof sheathing installation is in progress. 0 Rough-in plumbing installation is in progress. 0 Tubs and shower enclosures are distributed in the building. 0 Windows are stored in the building. 0 Weather barrier mock-up at a window is complete. • OVAL ,u FIELD ISSUES 0 10/19/17-01: We reviewed sealing of the exterior wall panels. Where two panels meet will have to be sealed. lithe gap is wide and daylight is visible through the gap it should be spray foamed. lithe studs are tight then a bead of caul king is acceptable. Sealing of joints between studs where exterior sheathing doesn't bridge over it is required. This is not to imply that all joints between studs is required. 11/17/17: This will be handled later. 12/20/17: Same. 0 11/17/17-01: We noticed many of the exterior sheathing joints were tight. The stamp on the sheathing states, in Spanish, that the panels should be gaped 1/8". We have observed on previous projects the sheathing swelling and telegraphing the raised joints through the siding. We suggest running a saw through the joint to provide the recommend gap at the tight joints. 12/20/17: AT is checking on this. 0 11/17/17-02: There are some narrow strips of sheathing needed at the bottom of a few wall panels. The strips will have to be sized to cover plate to plate and be properly nailed to both as noted. 12/20/17: Ongoing. 0 11/17/17-03: We pointed out the nailing at the ends and bottom of the shear walls is needed. AT indicated detail type items will be completed after the structural frame is in place. 12/20/17: Ongoing. 0 12/20/17-01: We reviewed the mock-up weather barrier and window installation. The installation is not consistent with what is shown on the CDs. AT will have this corrected. The weather barrier should be Tyvek Commercial Wrap and Straightflash membrane flashing should be used. The weather barrier should be installed after the windows. Before this the flashing and apron should be installed across the window rough opening sill. The weather barrier shall not be rolled into the rough opening at the jambs. The Straightflash shall be applied to the window nailing fin and the sheathing. Then the weather barrier with Seam Tape is taped to the Striaghtflash. The Tyvek representative was contacted after the meeting and agreed with the installation required for this project. ITEM CLOSED. 0 12/20/17-02: The roof sheathing nailing is missing the trusses. AT mentioned this to the framer. ITEM CLOSED. 2 MEETING NOTES OLD BUSINESS 0 10/02/17-01: The Verizon ductbank along the street is conflicting with the sewer line. Stateside is looking into solutions. 10/22/17: Not discussed 11/17/17: Verizon and the Owner have worked out what is needed and the cost. They are working on taking care of i . 12/20/17: The ductbank was moved. Sewer line is in. ITEM CLOSED. NEW BUSINESS 0 No new business. 0 The next site visit will be sc!ieduled based on completion of the structural frame. SIGNED: Robert A. Schae=er, AIA, LEED AP BD+C Email Copies To: )oe Keller, Ron Silvia, Peter Beaudoin, Allen Tosches, Building Department This report shall not be considered all inclusive. This report is intended to be a general description ofthe project status, a general description of items discussed, open items, resolutions to concerns and decisions made as of the date of the report. It is assumed that the Contractor and Owner are taking their own notes to document their concerns and issues raised. If any portion ofthis report is inaccurate or has changed bring it to the attention of the Architect and a correction will be issued to all parties concerned. 3 R.A. SCHAEFER & D.M. WHITE, ARCHITECTS FIR PO Box 447 TOWN OF BARNSTABLE Elm Street ABLE Goffstown, NH 03045 2018 FPR _7 RI : 603-497-3405 ilIA"�,)t/ rasarcl—acomc:ist.net HELD REPORT TO: Keller Company, Inc. DIVISION 1436 lyannough Road Hyannis, MA 02601 Date: 31 January 2018 Project: Carriage House Location: 939 Mary Dunn Road J9-,pjz) 4ya n n is,_MA Contractor: Stateside Construction Group, Inc. Owner: Keller Company, Inc. Weather: Mostly Sunny Temp.: 26° c 11:00 AM Present at Site: ® Ron Silvia; Silvia and Silvia (RS) n Peter Beaudoin; Stateside Construction Group, Inc. (PB) Z Allen Tosches; Stateside Construction Group, Inc. (AT) This Feld report shall be read and followed From beginning to end. There are items and clarifications added that may not have been discussed during the site visit. WORK IN PROGRESS SITE WORK 0 Site light pole bases installations are nearly complete. 0 Site utilities installation is in progress. 0 Drainage installation is in progress. BUILDING 0 Roof sheathing installation is complete. 0 Windows installations are complete. 0 All rough-in installations are in progress. 0 Roofing and insulation installation is in progress. 0 Interior wall framing installation is in progress. 0 Pre-drywall installation is in progress. 0 Exterior trim preparations are in progress. FIELD ISSUES 0 10/19/17-01: We reviewed sealing of the exterior wall panels. Where two panels meet will have to be sealed. lithe gap is wide and daylight is visible through the gap it should be spray foamed. If the studs are tight then a bead ofcau king is acceptable. Sealing of joints between studs where exterior sheathing doesn't bridge over it is required. This is not to imply that all joints between studs is required. 11/17/17: This will be handled later. 12/20/17: Same. 01/31/18: Same. We will get a checklist of methods to specifically handle on the project. 0 11/17/17-01: We noticed many of the exterior sheathing joints were tight. The stamp on the sheathing states, in Spanish, that the panels should be gaped 1/8". We have observed on previous projects the sheathing swelling and telegraphing the raised joints through the siding. We suggest running a saw through the joint to provide the recommend gap at the tight joints. 12/20/17: AT is checking on this. 01/31/18: This was reviewed with the wall panel contractor. They were concerned that cutting sheathing edge will remove the edge sealer. This is a valid concern. The sub-contractor will warranty through Stateside to address any concerns that develop with buckling sheathing if it occurs. ITEM CLOSED. 0 11/17/17-02: There are some narrow strips of sheathing needed at the bottom of a few wall panels. The strips will have to be sized to cover plate to plate and be properly nailed to both as noted. 12/20/17: Ongoing. 01/31/18: This appears to have been addressed. ITEM CLOSED. 0 11/17/17-03: We pointed out the nailing at the ends and bottom of the shear walls is needed. AT indicated detail type items will be completed after the structural frame is in place. 12/20/17: Ongoing. 01/31/18: Same. This is now on the structural field report. ITEM CLOSED. 0 01/31/18-01: A mock-up ofthe HVAC unit and tankless water heater was presented. The related installations, such as drywall for the return air plenum, are understood. It was requested that the tankless water heater unit be installed as high as possible. The mock-up looked acceptable. Running the direct vents to the exterior wall was discussed. RS prefers to have then go through the roof as is shown on the CDs. ITEM CLOSED. 2 0 01/31/18-02: In one unit on the first floor the drain pipes in a chase are too close to the corridor wall to allow the drywall to run behind. It was agreed to box the pipes in tight with drywall around them. The remaining area ofthe chase can't serve as a fire rated wall because ofthe penetrations in the drywall. Continue the drywall above and on the Dwelling Separation Wall into the back corner. Any penetrations of this enclosure shall be fire stopped like is required with any wall. ITEM CLOSED. 0 01/31/18-03: We reviewed the posts to be installed at the ends ofthe stair center walls. These posts are to have the adjacent beams let into them. The top post shall extend up to provide the lateral support of the partial center wall above. These details are shown on the CDs. The framing contractor appeared to understand the details. 0 01/31/18-04: We reviewed concerns with the metal straps required for the deck joist framing. Due to its thickness it may telegraph through the decking on top. The decking is 1" thick so it may not be as noticeable. We suggested doing one for us to review during the next site visit. MEETING NOTES OLD BUSINESS 0 No old business. NEW BUSINESS 0 No new business. 3 • 0 The structural engineer's site visit report is enclosed with this report. 0 The next site visit will be scheduled based on completion ofthe structural frame. SIGNED: Robert A. Schaefer, AIA, LEED AP BD+C Email Copies To: )oe Keller, Ron Silvia, Peter Beaudoin, Allen Tosches, Building Department This report shall not be considered all inclusive. This report is intended to be a general description of the project status, a general description of items discussed, open items, resolutions to concerns and decisions made as of the date of the report. It is assumed that the Contractor and Owner are taking their own notes to document their concerns and issues raised. Ifany portion of this report is inaccurate or has changed bring it to the attention of the Architect and a correction will be issued to all parties concerned. 4 'sct a ;. ; p . R e ' / -- Town of Barnstable Ev g � - M t b �,Ke t 's -a^"v^ xr �a:indonJob and thisCard� use �` t � TeraSTR7 stt ViblFa,m:th e.Stree «:Ai:Proved Plans"Must b ete "- . 'r a. r ,. - ` e1li! Posthi Cardk4oha as ise r o4, ^ ,. � » twx,,,, . ,e � r t c .t w peze.MA59:gasr d. "Aa ` l a ? H s BeenMade . i, eihabe ma a{Posed UntrlFinInpeion unshal.Notbbccup ih untila Fi'al fnspnco,� "L 8.n irok�Mk ;w�:., : g WhiCrtfcateof Occupancvis�Re uired':'su hB. da am. wvna. ..wi�< _.nnr aC.:,_ a+wr a„ � .n " I Permit No. B-18-426 Applicant Name: Wilfred V Zeolie Approvals Date Issued: 02/14/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Commercial Expiration Date: 08/14/2018 Foundation: Location: 939 MARY DUNN ROAD, BARNSTABLE Map/Lot: 332-013 Zoning District: IND Sheathing: Owner on Record: INDEPENDENCE PLACE, LLC Contractor Name 4Robert E Petrucci Framing: 1 Address: 1436 IYANNOUGH RD,SUITE 4 'A, • 2 Contractor'LI_ , 8356 i � � HYANNIS, MA 02601 2, Est f Project Cost: $ 150,000.00 Chimney: ab Description: DUCT WORK FOR HEAT AND AIR COND TOILET;EXHAUST, DRYER Permit Fee: $ 160.00 EXHAUST FRESH AIR INTAKE,CORREIDOR HEATAND. C - Insulation: yF0e Paid $160.00 `p Project Review Req: .� k .4Date 2/14/2018 Final: 7/De/AD�'iLG Plumbing/Gas i - �� Rough Plumbing: . . ,. e Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by;this permit is commenced within six months after,issuance. All work authorized by this permit shall conform to the approved applrcationand theapproved construction documents for'which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by Jaws and codes. This permit shall be displayed in a location clearly visible from access eet or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. R Electrical The Certificate of Occupancy will not be issued until all applicable signaturesby the Budding and Fire Officials areprovided on this;;permit. Minimum of Five Call Inspections Required for All Construction Work ' 1� f ;' Service: 1.Foundation or Footing °' 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Commonwealth of Massachusetts 4its' (c,-LSO ' s' • , 2 S e Metal Permit Map J� Parcel zsw CO Date: 2 t `Permit#TOWN I,IL l Estimated Job Cost: $ '8 05'0 000 // Permit Fee: $ 18 Plans Submitted: YES NO Pl Reviewed: YES NO Business License# D` 2 3-70112 Applicant License# Business Information: Property Owner/Job Location Information: Name: 2e>o I/Pi the Hpi+Q/ Name: C421-ri2, e 140(>eie /91)"/S Street: /!D O (JCY 0(46,,`1 7/ J artF 2 Street: 93Q P'l)Y y D t)n r, Rai City/Town: I.,b 0 k,bra., . Mai City/Town: ! yam?t7 0445' Telephone: 73 4 =g71 --5 &0.7 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO 1/ Staff Initial J-1/M-1-unrestricted licenss J-2 I.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less nd Residential: 1-2 family Multi-family 1 Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. _ Number of Stories: 3 Sheet metal work to be completed: New Work: Renovation: HVAC 1/ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents ` Air Balancing Provide detailed description of work to be done: l>Vc 4 woKIC io - /1ez7 j- /'ik L v -i-g vie,4.0K 1-4e4 4_4 C t • 'INSURANCE COVERAGE: I have a current Jiability insurance policy or its equivalent which meets the requirements of M.G.L. Ch.112 Yes III No ❑ If you have checked aa, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that ure on this permit application waives this requirement. Check One Only Owner 0 Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: A - 3 S,O 7/5 By 'A Master Title !t L�� it/ ❑Master-Restricted • City/Town• ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: • &'O-7 Fee$ ❑ Check at www.mass.gov/dpi Email: lL 2'.67B 09H6 ' Inspector Signature of Permit Approval ' . e i / ., . • / / . . , . • . . A • . - • . . , . . . • 1 . . 40.MMONWEALTKOEMASSACHUSETTSAM44 . DIVISION OF PROFESSIONAL LICENSURE fzy: , - ..-.Vftinsf-&:3,-.m:* •••"-:- 7„0,CgoAftirxibrAtV.0,v,Lt-Vilit--V,P .,,,,,74',.-..",,i,-.0,1,-, 1 I ,, '„ ,-- •$,,i,,,.A-.*-;...* 4OiziMtWar,41, 1 ' '•'. ' '• SHEITAMMALMORKERO:':;::::i:WV:Mtt'"OVV; li . . .......(m..q ' ",- irA" ''''''''''0141%,.„". ."IIVA4,.0_203:':I?.,II:Iii.EWMII,gMa'11*,7,,,,,Idi5. I • 'i';':*:.:"'m'IMA:$1t114ES4'.11ETOLLOIN1 Nat I ettit E'..lak"lh'Igi: 'L''';"*".M;U:.'4'IIIIiN'• i* Vt...kiiieeingavt-145e6AtogokwgiVe.-- -?".-,:-,-,.--''Lf-,./ ii,,j4P -1 I-14-ROBI EF.CFE-Tgifftlie•PAIVIIr4t:1,..,4;:,- .:,;-,,, :*•;-,„4•01,. ', ,• ,z,-, 1 ,,,t'..4 „:,:,,,,,,„,-,4,-,,_„._..**,.,,e,.-----•,„4„7,,,,,,g,:,.,_„,k I-,1„,...,.„--.: .,,, •;•,,,it,.T.:eg, .:).,•,:i10,,,,, 1 ,m,,mmt.:4A..y„ . . tif,7.-Inzel•".".••gi.,..?..-•-,* •I'k•Iiia>, ••,,,,,,i A -,!'a .NI,...,-.. 1 n',Vjr..,•Ai-...*. 50:031.,:eIN'AI•iII,i'-',',..A,.4,-;',•'„1-,1,4','i'.;'t,',I.,',•t* ---.:,‘ ",,%''Iv, :,:-..,.'- i.,- . in WI•I'i I teic,, AlMnetrAllti13219S),1113'.,:ia'::iii.', t, ...1..';:-.S4::': gli7„i;-.4.•It...0.;--Att-,F;,--M,,i4: ,Y•Z:4,7q-,-4.1.4aIiIi-.... - - ,,i4#.•-,-','4,1 I '"---4-0"'"i,-',4H''''-':'".,"?'":0',;44'-'''- -.1e-05;.--,vvi,r.,.::- .:::,,,.,,-.:,.o.f,_;c:•;;-_,,,•--p,lo. „0,--r-,,,ii.A -Atz4-7,-7 ,--•.:,„4:.41. 13,-.15.6 .w,nomer-,410.4728;moittc-4A4Nitcap650k17'k,=4441 a , &v.LICENSE NUMBER EXPIRATION DATE SERIAL NUMBER 44'i --'•-" .,...-4-*•.-Arit-ts-dr..- --r.-.-,,,-.,-,-,..!.4.-:;-,-.7;z:,-„,ti,-...,. . L.,.,.4-, ---, ,,,,:,,i,.:4,,4,,,Aawf‘,•....i...,,,,;.4,,,,„*„,-,,,r, , ///////,, •• ., . -r:,rn:TWINBROOK INSURANCE 7818486100 02/06/2018 12:58 #736 P.001/001 • J••a+V.�R i�ee C DATE(MM/DD/YYYY) , CERTIFICATE OF LIABILITY INSURANCE 02r0s11e I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFIGATE HOLDER. IMPORTANT: If the certificate holdex is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ":1N IAt:1 NAME: Carol McHugh Twinbrook Insurance BrokeragePRONE FAX (An,(A ,No,Exlk 781-843-7000 I(A X No 781-848-6100 400A Franklin Street TAIL Braintree,MA 02184 ADDRESS emcHugh@twinbrook.com INSURER(S)AFFORDING COVERAGE NAICk INSURER A: Travelers Insurance I INSURED INSURER B: Zeolie Sheet Metal,Inc. INSURER C: 200 Roosevelt Road Weymouth,MA 02188-361 INSURER D INSURER S: I INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: ITHIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADULBUBHi POLIO EFF POLICYEXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDNYYY) (MMIDDNYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE XI OCCUR DAMAC PREM ES(Eu yacaerence) $ 300,000 MED EXP(Any one passe) $ 5,000 A Y 680397D10861442 02/23/17 02/26/18 PERSONAL&ADV INJURY $ 1,000,000 GENIAGGREGATE LIMIT APPLIES PER: GENERALAOGREGATE $ 2,000,000 Popov El JECT n LOC PRODUCTS-COMPPOPAGG S 2,000,000 OTHER $ AUTOMOBILE LIABILITY CO.4 INE0'SINGLE LIMIT s. 1,000,000 (Ea accident) ANYAUTO BODILY INJURY(Per pawn) $ A AUTOS �AUTOSU`ED Y BABA95513214SEL 02/23/17 02/23/18 BODILY INJURY(Per n nodded) $ Ne HIRE) ONLY NON-O PROPERTY DAMALT S HIRED 40NL':°:NED AUTOS ONLY AUTOS ONLY (Per accident) I _ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS UAB CLAIMS-MADE CUP0E9825031642 02123117 02/23118 AGGREGATE S 2,000,000 DED RETENTION$ 5,000 $ WORKERS COMPENSATION X�PER r OTH- AND EMPLOYERS'LIABILITY .//N PER i ER ANYPROPRETOR/PARTNER/EXECUTIVE EL.EACH ACCIDENT $ 600,000 A OFTICFRAMFMBFR FXCI(DEM N N/A IEUB-7C85887-2-17 I 02/23/17 02/23/18 (Mandatory in NH) EL:DISEASE-EA EMPLOYEE $ 600,000 If yea,deacrbe under DESCRIPTI ON OF OPERATIONS below EL.DISEASE-POUCYLIMIT $ 600,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) E . CERTIFICATE HOLDER CANCELLATION _. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WII I RF DEI IVERED IN 2017-2018 Master Certificate 2/6118 ACCORDANCE WITH THE POLICY PROVISIONS. ' AUTHORIZED REPRESENTATIVE (. Joseph P Rizzolcm I I t ©1988-2015ACORD CORPORATION. All rights reserved. • ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD crrHE,e, Town of Barnstable Building Department Services • B NNCTAB .y • Brian Florence,CBO si; a639• k�� Building Commissioner � 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder • ,as Owner of the subject property hereby authorize 3 CS 007 208 to act on my behalf, in.all matters relative to work authorized by this building permit application for. ? '9 Miley Ptii41k'deileficriwtej114 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. oe KAA. S' ture of Owner Si ature of Applicant TOP. VL LZ Print Name Print Name 4Cti Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:08/16/17 Town of Barnstable • Building Department Services L . Brian Florence,CBO "'1 Building Commissioner • 200 Main Street, HyRnnic,MA 02601 • • snaxsrABLIC. asp www.town.barnstable.ma.us tad Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town• state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which'there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm strictures. A person who constructs more than one home in a two-year period chall not be considered a homeowner. Such"homeowner"chall submit/to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. . The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION , : The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor: On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 . • • • • The Comma rwealdt of MassaclruseUs .:..r. Deportment of IndustrialAcddeads Office o Investigations 1 _=_ _ 600 Washington,S`treet •liff r f� Boston,MA 02111 • ' 'r6F'rrt urt sass govIdia Workers' Cmnppncatrtm Insurance Affidavit Builders(Cantracturs Elecfricians/Pl tubers Anulkant Information Please Print Esly Addrt 1/n cistaterzip:ACkL*/ iu/114. 0-k3 k p e, -7C/ - cI/-Z1 Are you an employer?Checkthe appropriate box: ' Type of project(required): I I am a employer 4. ❑I am a general contactor-and I employees{Ball atrdfor pa }* have hired the sub-contractors constmction 2.❑J I am a sole prop:letar orpartner- listed on the attached sheet. 7- ❑RezoodeliUg ship and have no employees •These sub-contractors bate &.❑Demolition worming forme in any capacity. employees amdhave wogs' [No workers'camp-iv/cmore • CO ).insnranc-r I 9. ❑Bvtltitag additiona required] 5. 0 We are a corporation and l0:❑Electrical repairs Cr adtfitions 1❑ I am a homeowner doing all work officers have exercised their 1L❑Plumbiugrepairs or adth±i ns myself[Novarious'comp. right of exemption per MGL M❑ ;ncnrance required`]T c_152,§l(4)andwe have no • employees.[No ems' 13_❑Other camp.insurance required.) °Any appEcant that c eeksboxff1rmstalsoffioutihesectionbelowshwning duzirmodoedcampensatiaapayeyiniarmatiam I li ameowuers wlas submit this EdEdavit inraratini tix7 are doing all work mot then bike outside Coat ctatsmast submit anew affidaeit i sora fCoata anst at el &tbis box mast attached mt additional sheat slaombg tha name of foe sub-mantactorsand state whether ar not those Entities have . employees.Ifthe hate Employees,daeyzonst pit 'clamp.pormy nee I am an employer that,is providing workers'compensation insurance for my employees. Below is the policy and job site information. InsuzanceCompany Namze:: /�rw %l' 1-5 ' Policy#or Self-ins.Lie. . 6 1a5 Exp formate: 2/ l • Job SiteAddres 93 y U4Lt7 DOi j) CityfState/�.sp: ehd�f S Attach a copy of the workers'compeusationpolicydethration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c L 52 can lead to the imposition of r irrsTnal penalties of a fine up to$1,5010a and/or one-year imprisonment,as well as civil.petialt es in the form of a STOP WORK ORDER and a fine of up to$250.00 a day as;nf the violator. Be advised that a copy of this statement maybe forwarded in the Office of Investigations ofthe DIA.for insurance coverage verif tiaa. I ila her*CatO under the painspenalties ofperfory thatthe infarnza m'provided ohm is true p/ and correct Sienattue:%2-0 \ Cili Date: 7' l241 6 • Phone -7 b - ql a -mil/1/ • Official use only. Da not write in this area,to be completed mpleteed by city ortewn offal City or Town: Permit License g Frming Authority(circle one): L Board of Health 2.Mulling Department 3.Qtyffown Clerk 4 Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - — 6 Information and Instructions • Massathasetts G.enaralLaws chapteir 152 requires all employe='to provide workers'compeusa ion for their employees. Purslartto this s state,an employee is defined as."_.eveay person m the service of another under any contract ofbire., Q express or implied,oral or written.." An tr2•71ployer is rTPfrnrli as ran mdiaidual,partnership,associsfrom,corporation or other legal entity,or arty two or more • of the fia�umg=gaged is a join±enterprise,and inrinrimg the.legal representatives of a deceased a player,or the receives or trustee of an mdrvidaal,partnership,associatirm.or other legal entity,empl.oyin.g employ- However the • owner of a dwelling house having not mare than three apart earls and who resides therein,or the occup t of the - dwelling house of another who employs persons to do mairrtman r7-,construction on or repair work on such dwelling house. • or on.the grounds or booing appurteaantthereto chuT1 not because of such employment deemed to be an employes." MGL chapter 152,§25C(6)also states that"every state or local IirFncir,g agency shall withhold the issuance ar . 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.coveragerequned ArirTrti nna.Ily,MCiL chapter 152,§25d(7)states Neither the cannacirwealdinor ariy of its pot r al subdivisions qT;aT1 enter into any contract for the pace ofpublic woricuntil acceptable evidence of ror-Tli cewith the insurance._ neqmrsr'ent5 of this chapter have liesn ylcaeuted.to the contracting ai ].oriLy." i l• 1) e S • Applicants Please fill Dist the workers'compensation affidavit completely,by rrking the boxes that apply to your slim on and,if . supply sub-contractor(s)name(s), addresses)and phone mmnber(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited T•nhilityPar(neasbrps(7.T P)whhno employees other than the members or partners,are not required to carry workers'Comps tir n assurance. If an LLC or in)does have employees,a policy is required.. Be advise-dthai this riay tmay be submitted to the Department of Tndnsirial Accidents for confirmafinn of insurance coverage. Also be sure to sign and date the affidavit The aiidavitshould bereinmled to the city or town that the application for the permit or license is being requester not the Department of Industrial Ac rie,ts_ Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the nnmberlisted below Self-insured companies should enter their self-insuisnce lie se nnmber on the appropriate line. City or Town OffiriaTS. T Please be su,.C th at the affidavit is complete and printed legibly. The Department has provided a space at the bottom • of the affidavit for youth till out inthe event the Office oflnvestigafions has to contact youregardmgthe applicant • Plr ce be sure to fill in the permitllicease"amber which W7.l be used as a refnence number-. In.a ririTtion,sn appTirsnt that must submit multipIe pc it'1irdnse a:pplitatirmcin any given year,need only submit one affidavit Tn air-Filing current policy information(if necessary)and under`Job Site Adrirese the applicant should write"all location in • (city or town)."A copy of Ileaffidavit has been.officially stamped.or marked by le city or town may be provided to the applicant as proofthat a valid affidavit is on file for fainre•pe5mi1s or licenses Anew affidavit must be filled out each. year.Where a home owner or citizen is obtaining a Tir-i-rm.or pennitnotrelated to any business or commercial venture (Le.a dog license or permit to bum leaves etc.)emit person is NOT Lia.p.tcd to complete this affidavit • • The Office of Investigations would ilia:to.fbark you in.advance for your cooperation and should you_have any questions, please do not hesitate to give ns a can. • The Department's address,telephone and fax rmmber; • Cmartonweattit chi - _ •-• Department TT;r1R1681Assents • • " amce caegatio 604 Win Street BastartzM&t12111 -let.if 617 tZi-4905 ezct 4€6 Q r 1-8 MA SaF Fax#61772177 Revised.4-24-07 Neiw w Trin5 govIth . Mass. Corporations, external master page Page 1 of 2 :._. x William Francis Galvin Secretary of the Commonwealth of Massachusetts K� Corporations Division Business Entity Summary ID Number: 001203266 Request certificate ;New search I Summary for: INDEPENDENCE PLACE, LLC The exact name of the Domestic Limited Liability Company (LLC): INDEPENDENCE PLACE, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001203266 Date of Organization in Massachusetts: 12-31-2015 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 1436 IYANNOUGH ROAD SUITE 4 City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Resident Agent: Name: JOSEPH P. KELLER Address: 1436 IYANNOUGH ROAD SUITE 4 City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER RODNEY K CORSON 1436 IYANNOUGH ROAD HYANNIS, MA 02601 USA MANAGER JOSEPH P KELLER 1436 IYANNOUGH ROAD HYANNIS, MA 02601 USA MANAGER FLOYD J SILVIA 1436 IYANNOUGH ROAD HYANNIS, MA 02601 USA MANAGER RONALD J SILVIA 1436 IYANNOUGH ROAD HYANNIS, MA 02601 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001203266&... 2/12/2018 FR R.A. SCHAEFER& D.M. WHITE, ARCHITECTS FR PO Box 447 112 Elm Street Goffstown, NH 03045 603-497-3405 rasarch a corrlcast.net FIELD REPORT TO: Keller Company, Inc. 1436 Iyannough Road Hyannis, MA 02601 Date: 6 March 2018 Project: Carriage House Location: 939 Mary Dunn Road 6 s ttirHyall-19is, MA Contractor:. Stateside Construction Group, Inc. Owner: Keller Company, Inc. Weather: Mostly Sunny Temp.: 38° @ 10:45 AM Present at Site: ® Ron Silvia; Silvia and Silvia (RS) Li Peter Beaudoin; Stateside Construction Group, Inc. (PB) ® Allen Tosches; Stateside Construction Group, Inc. (AT) This field report shall be read and followed from beginning to end. There are items and clarifications added that may not have been discussed during the site visit. WORK IN PROGRESS SITE WORK 0 Site light pole bases installations are nearly complete. 0 Site utilities installation is in progress. 0 Drainage installation is in progress. 0 Most site work is halted for winter. BUILDING 0 Roofing and insulation installation is complete. 0 Interior wall framing installation is complete. 0 Entry porch Framing is complete. 0 All rough-in installations are in progress. 0 Pre-drywall installation is in progress. 0 Exterior siding and trim installation is in progress. 0 Resilient channel installation is in progress. FIELD ISSUES 0 10/19/17-01: We reviewed sealing ofthe exterior wall panels. Where two panels meet will have to be sealed. lithe gap is wide and daylight is visible through the gap it should be spray foamed. lithe studs are tight then a bead of caulking is acceptable. Sealing of joints between studs where exterior sheathing doesn't bridge over it is required. This is not to imply that all joints between studs is required. 11/17/17: This will be handled later. 12/20/17: Same. 01/31/18: Same. We will get a checklist of methods to specifically handle on the project. 03/06/18: We provided the checklist for AT to review himself and with the subcontractors. During the next site visit we will review specifics, installations and questions. 0 01/31/18-02: In one unit on the first floor the drain pipes in a chase are too close to the corridor wall to allow the drywall to run behind. It was agreed to box the pipes in tight with drywall around them. The remaining area ofthe chase can't serve as a fire rated wall because ofthe penetrations in the drywall. Continue the drywall above and on the Dwelling Separation Wall into the back corner. Any penetrations of this enclosure shall be fire stopped like is required with any wall. 03/06/18: AT asked if having a sprinkler head in the enclosure provided the necessary protection. The sprinkler head doesn't change the requirement. The enclosure must serve as a wide fire rated wall. If the drywall is not provided at the ceiling line then the chase will have to be treated as a shaft. AT will have the drywall installed to enclose the pipes on each floor. 0 01/31/18-03: We reviewed the posts to be installed at the ends ofthe stair center walls. These posts are to have the adjacent beams let into them: The top post shall extend up to provide the lateral support ofthe partial center wall above. These details are shown on the CDs. The framing contractor appeared to understand the details. 03/06/18: Same. 0 01/31/18-04: We reviewed concerns with the metal straps required for the deck joist framing. Due to its thickness it may telegraph through the decking on top. The decking is 1" thick so it may not be as noticeable. We suggested doing one for us to review during the next site visit. 03/06/18: Same. 0 03/06/18-01: We pointed out that the laundry duct is supposed to have Dryer Ell corners. 2 03/06/18-02: We observed fire foam used in many locations. This is only acceptable at penetrations through fire blocking such as mid-point blocking and studs. At top plates and any other firestopping penetrations the fire form must be removed and replaced with fire caulking. MEETING NOTES OLD BUSINESS 0 No old business. NEW BUSINESS 0 03/06/18-01: We reviewed the drain from the laundry pans and the HVAC condensate drain. The plumbing inspector has questioned the proposed installation. We will have the mechanical engineer provide a response. 0 The updated structural engineer's site visit report is enclosed with this report. 0 We will schedule a MEP rough-in site visit. 0 The next site visit will be scheduled based on the beginning of insulation installation. • SIGNED: Robert A. Schaefer, AIA, LEE)AP BD+C Email Copies To: )oe Keller, Ron Silvia, Peter Beaudoin, Allen Tosches, Building Department This report shall not be considered all inclusive. This report is intended to be a general description of the project status, a general description of items discussed, open items, resolutions to concerns and decisions made as of the date of the report. It is assumed that the Contractor and Owner are taking their own notes to document their concerns and issues raised. If any portion ofthis report is inaccurate or has changed bring it to the attention of the Architect and a correction will be • issued to all parties concerned. 3 • Associates, Inc. One Autumn Street Portsmouth, NH 03801 Tel (603)433-8639 Fax (603)431-2811 FIELD REPORT#1B Project: Carriage House Apartments Client: - 939 Mary Dunn Road Robert A. Schaefer Hyannis, MA 112 Elm Street Goffstown,NH 03045 JSN Project No. 17408 Date of report: 02/23/2018 Contractor: Stateside Construction Date of site visit: 01/31/2018 Owner/Contact: Keller Company, Inc. General State of Construction Progress All structural framing has been completed with the exceptions as stated below. Exterior entry framing and supports have not yet been installed. Decks have not yet been installed. Photos provided show exterior entry framing has been installed per the contract drawings. Overall the framing of this building looks very good. Many of the issues reported below are currently being repaired and I am confident that these fixes will be implemented per the contract drawings or suggestions below. Please provide pictures of the fixes, present them in a document that explains the repairs made to each item below,and explain that what is shown is representative of the typical fix made to each instance on the project. Please also provide pictures of the completed deck/entry framing and attachment to the building when complete. Please see below for items that have been closed by contractor photos. Observations 01/31/18.1 Continuous lateral web bracing and tee-bracing for roof trusses has not yet been installed. Please see accompanying roof truss shop drawings that have been marked-up by JSN with the locations of continuous lateral web bracing and tee-bracing. Please install bracing per these documents. 02/23/18 PER REVISED ROOF TRUSS SUBMITTAL DATED OCTOBER 27,2017,ROOF TRUSSES HAVE BEEN DESIGNED TO NOT REQUIRE CONTINUOUS LATERAL WEB BRACING AND ITEM IS NOW CLOSED. 01/31/18.2 Missing required continuous lateral bracing at the ends of the trusses at the elevator and stairs. Please install continuous lateral bracing along the bearing-end verticals similar to adjacent.trusses. 02/23/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.3 Shear-wall end connection fastening missing full number of required fasteners. Please provide at least(20) 16d nails evenly spaced at the shear wall end connections. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. L. Carriage House Apartments—Hyannis,MA Field Report#1B Page 2 01/31/18.4 Strong-backs have gaps between ends and are not continuous between trusses. Please provide additional 2x6 members over the areas where gaps in the strong-backs occur. Make sure these members lap the existing strong-backs at least 32". 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.5 The elevator penthouse wall studs are missing fastening to the adjacent roof trusses. Please provide fastening per detail 4/S6.1. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.6 Stair stringers are missing hangers at the top floor landing. Provide Simpson A34/A35 clips on each side of stringers. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.7 Trusses that have been provided with factory fixes are currently not fully fastened. Please provide fastening per approved fixes. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.8 Plenum blocking is missing from areas including interior bearing walls,exterior bearing walls and at the ends of shear walls. Please provide plenum blocking at these locations. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.9 Some installed hold-downs do not have full quantity of fasteners. Please provide full number of required fasteners at these hold-downs. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 01/31/18.10 Some posts are not continuous at the stairs. Please make sure all posts are continuous to the foundation. 02/22/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. 1 01/31/18.11 Some of the fastening of the exterior sheathing has penetrated too deep and has caused the sheathing to pull away from the framing. Please reinstall fastening at these locations with minimal fastener head penetration into the sheathing. 02/23/18 PHOTOS OF FIX HAVE BEEN PROVIDED AND ITEM IS NOW CLOSED. Please call me with any questions or comments regarding this report. Sincerely, pif2 tJacob Pouliot,E.I.T. � 'ti""ti' Project Engineer JSN Associates,Inc (603)433-8639 x214 • • cowuetusy.Sew,cuae EKyutee�c� Otis Elevator Company Otis 95 Shawmut Road, Suite 2 Canton, MA 02021 A United Technologies Company July 9, 2018 Allen Tosches Stateside Construction Reference: Carriage House— Elevator 644124 Ready for DPS Test Allen, As requested, this letter will serve for notification that the new construction passenger elevator 644124 installed at the Carriage House Project at 939 Mary Dunn Road, Hyannis MA is complete, fully adjusted and awaiting inspection by the Massachusetts Department of Public Safety (Elevators). We requested the State Test last week and expect to hear back from them soon. Please contact me with any questions. Sincerely, David Martin Construction Superintedent Otis Elevator 781.389.1536 • Mckechnie, Robert From: Florence, Brian Sent: Monday,July 09, 2018 3:27 PM To: 'Joyce,William (REG);Allen Tosches Cc: Mckechnie, Robert; Peter Beaudoin; Hopkins,Thomas (REG) Subject: RE: Carriage House- 939 Mary Dunn Rd -letter of completion Thank you Officer Joyce, We will issue a temporary C/O valid for 60 days. If the elevator inspection does not happen before then for reasons beyond the contractors control we will consider one (1) 60 day extension before requesting further guidance from the AAB. Regards, Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.florence@town.barnstable.ma.us From: Joyce, William (REG) [mailto:william.joyceCastate.ma.us] � �- Sent: Monday, July 9, 2018 2:17 PM To: Allen Tosches Cc: Florence, Brian; Mckechnie, Robert; Peter Beaudoin; Hopkins, Thomas (REG) Subject: RE: Carriage House- 939 Mary Dunn Rd -letter of completion • Good afternoon Mr.Tosches, After reviewing the photographs and the letter provided by Otis Elevator,the AAB has no problem with the issuance of a temporary certificate of occupancy until the elevator can be inspected. I have CCed Inspector Florence on this email, and will defer to his judgment on the timing of the Temp CO. Also, please notify us once an inspection date is scheduled. Sincerely, William Joyce Compliance Officer Architectural Access Board Office of Public Safety and Inspections Division of Professional Licensure One Ashburton Place, Room 1310 Boston, MA 02108 • 617-727-0660 Fax: 617-727-0665 www.mass.gov/aab 1 From:Allen Tosches [mailto:allen@statesidel.com] Sent: Monday,July 09, 2018 12:24 PM To:Joyce,William (DPL) Cc: Peter Beaudoin Subject:Carriage House-939 Mary Dunn Rd -letter of completion Mr Joyce Attached is the letter you requested from our Elevator installer(Otis) Sent from my iPhone Allen Tosches Stateside Construction Group Project Superintendent Cell: 508-294-4438 Begin forwarded message: From: "Martin, David" <David.Martin@otis.com> Date: July 9, 2018 at 12:19:03 PM EDT To: Allen Tosches <allen@statesidel.com> Subject: RE: [External] Carriage House- letter of completion Here ya go - sorry for the delay David Martin Otis Elevator—New Equipment Superintendent 95 Shawmut Road Suite 2 Canton, Ma 02021 781.389.1536 (m) 860.353.5887 (f) 2 � a of Barnstable Building�1,3- 0 �'' Ta ,. . . Town iPost. his`Card So That.it is Visible'Fromf n theStreet �A proved PlansMust`be Retainedon Jo6�a _ a,+x�sraaie. . ppn'd this Card Must be Kept • z 1�4 Posted Until Final Inspection Has Been.Made. ,r .j4 � �° Where a Certificate of Occupancy is Required,°such Building'shalfNot.be Occupied until a Final'Inspection has been'made. . ; I Permit No. B-18-1140 Applicant Name: Maureen Wheatley Approvals Date Issued: 04/18/2018 Current Use: Structure Permit Type: Building-Sign Expiration Date: 10/18/2018 Foundation: Location: 939 MARY DUNN ROAD, BARNSTABLE Map/Lot: 332-013 Zoning District: IND Sheathing: Owner on Record: INDEPENDENCE PLACE, LLC Contractor Name::`- Framing: 1 Address: 1436 IYANNOUGH RD,SUITE 4 Contractor License: 2 HYANNIS, MA 02601 — `."""' Est. Project Cost: $4,400.00 e Chimney: Description: Free Standingsign at the entrance of the ro"e Permit Fee: pp p rtY` =? - $50.00 37"H x 56"W Double sided Custom MDO sign)14.4S.F.,rw/4 colors $50.00 Insulation: ( Fee Paid:= and 2 8" Granite Posts Date 4/18/2018 Final: 14 sq freestanding entrance sign • w n (_ ti,( .+.u,rnA—_ Plumbing/Gas - 939 Mary Dunn Rd i ,_� Rough Plumbing: Carriage House Apts i ,,=,. -. , ... . �� ',Zoning Enforcement Officer d �t max. Final Plumbing: Project Review Req: t , Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by;this permit is commenced within siz months after;rti'ssuance. Final Gas: All work authorized by this permit shall conform to the approved application and the{approved construction documents for which this permit has been granted. t All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws-and codes. Electrical This permit shall be displayed in a location clearlyvisible from access street or road and shall be maintained o en for ublic'inspection for the entire duration of the Y PP . 4-- r , work until the completion of the same. �, ;, �, ., , Service: Y� -'x- Y F The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire.Officials_are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing _ 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Town of Barnstable RECEIPT A I 200 Main Street, Hyannis MA 02601 508-862-4038 Not:Ass 1639. Application for Building Permit Application No: TB-18-1140 Date Recieved: 4/17/2018 Job Location: 939 MARY DUNN ROAD,BARNSTABLE Permit For: Building-Sign Contractor's Name: State Lic. No: Address: , , Applicant Phone: (978) 372-3721 (Home)Owner's Name: INDEPENDENCE PLACE,LLC Phone: (508)375-9300 (Home)Owner's Address: 1436 IYANNOUGH RD,SUITE 4, HYANNIS,MA 02601 Work Description: Free Standing sign at the entrance of the property 37"H x 56"W Double sided Custom MDO sign, 14.4 S.F.,w/4 colors and 2 8" GTanite Posts Total Value Of Work To Be Performed: $4,400.00 ° p Ln ran Structure Size: 0.00 0.00 0.00 Width Depth Total Area I herebyswear and attest that I will requireproof of workers'compensation insurance for everycontractor,subcontractor,or other worker before q P he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Maureen Wheatley 4/17/2018 (978)372-3721 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $4,400.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $50.00 4/17/2018 $50.00 XXXX-XXXX-XXXX- Credit Card 3946 Total Permit Fee Paid: $50.00 77 THIS SkNQT±A PERMIT �� .F 56" 939 Mary Duna kavl Carriage ' House 37" d APARTMENTS 4'8" 8" 8„ 2" 939 2" Mary llunn kmJ aW( C Carriage House TOTAL QTY: 1x = APARTMENTS SIZE(wxh): 56 sides: Douu bll e OUTPUT METHOD: MDO Custom OUTPUT MEDIA: MOUNTING MATERIAL: artwork colors: 4 Color Process MODIFIERS: 8"Granite Post x 96 FIXTURE: 6'4" Page 1 of 1 tulle sign cater 1400 Providence Hwy.Suite 2500 Norwood.MA 082f1T i B00;339-0150 Fax:978.521.2192 • Sign ': : • • .M 939': : ary Qunti•Aav! . . ... :. „. . . ..::'.: .. .. rra e :. .. • ••••.',..::•..:••••••••••••••••:•• . . .„,. •. • .a , .3.7. •-•. :•• . :•• •. : . • • . . . • .. • • :,...• • : :„ . . . .• .0 use „ ..; .. ::. :::::::.. APARTMENTS' . . ... .. . . . .. 8 8: . . .....:: .sss..... 2 93.9. z .... ... . .. . ... . . .... . .. .... ... •.'••• • • ••• ••• •• • - • ... . " " " •: ••••. • • . "• • • . • •:: .:.:• . .•. • • Carriage. . ••••••••••:•-••••• ,:•• .•: :: :•, • • ••••••••••: ••• • ..::::.. .::...: ..:. . ... House : • ... • .:,.....: ... . :: ::::: • • • APARTMENTS S..IZE:.�wxF�}.: ::56 3 • . . . . . .Double sides .. ::Custom • :•• . OUTPUT METHOD: ' MDO . •OUTPUT:MEDIA: . • .. MOUNTING MATERIAL: •artworkcolo:rs: 4•Color Process ;; • . MODIFIERS. Gra nite G site:Post x 96 'Rage • • • 6.4.:. :: FIXTURE:: : . . ...) . :.... • • .. .' . 1400 Provldence:Hv✓y.Suite 2S00 Norwood,MA O/jt1Ta 1i BtM1339rdi50 Fax:478.5212192 ' .. ...:.aux X iY.Y•({a,Savo .. '. :: .'. , IMIEd :urld� 1K1 :: • 4 r. " t v _i� ' '• ''' r''''. '.: ::.:"`i .. -::- A. '-'-'7..\:• :':' ''. -• • ' - '' � , ,•:,,,•-::: - • -: :"::::':"::..,„ I., ,,,!. •=, ..L.;,L ' ;:';;•:;;;;;;;.':::::....-..„„......• ' ., ,, , '; ;' . .::,::::.,:::r : ' : ,; ;:;;::::,,, i.,,--..:,'„;,,",•,;,,':: ; • . „;, ..L.-..,:i•iiiiii• •;.:.,;••...:..L•,' .:::L. :•„:,•:."..' ••••.'..-..7,,,..;,4 '-.-.:-'71:74:::,,,::-:',',• • ... i . : A.: . - . : ....... .... ..... . „...„.,i.:. .,: ..,.....,,,....,„...,„?..,.. . . 000.,„,:1,...:„.,ff.,,77..,:. :•, ,,„,•,, ,:,. .,•:.. ...ir.o...„....r ...„,......• :::•.,.,, • .. ,, • ,: : :..: : :. . : • .. . ... L.,..:::::.,....:,.,. : , . ., . • ,•::•. :•.::„. .,,,....,-,...„,,„... :::.,: :•, .....•,... • : 41/11-•::•-•'• ' -:• *w.--"7.• '1.::"::',',H •: " H .s-. s"'"..":74:4''-s.: -:-:.'-i•-tt:5:2-7,6i1 :. S...f-Ls ssj-, Hs : S .•!.:, : s . ! : :. - ,,.,,•-.,,,,,4s'° Wit..-^ amo r ,�..` : "-'�z, �•..—oo >n. a '. awasui lOgEp WI H .: < " :: OVI04 W Kr' :' a: : =l� 6 s "' :" , �t t ` , '�,, am' ...:,a•a O�•.4ia4 � .' �' ., • ;:;. , . • aawrt +new : :. it • f „,e,,•J- • .. .an.:nF..+f M c ���� ii.wo�van.S�ainl -was.w �.n • • , s} �{�i ( �.. ri � . . '" 1,. • • � ,..N.—" ,. • • ... ..:i ,i id.,.Ma f.:dr.,b •'.. YSaii.:MY.a r, d.,...1 A rid,...„!.,„:„.: i •• h• :::: . g E :: • „ ,y az w+ra.n va.i +.sa1..' so aka otor.B w want <,. ,�j •• • i a:"� r� �"t—, �.: � :¢ ..am" ,., :t v= _ _ >a... .� {,:.,>a..>., , •.:: • •:.•::.•• •• • •.: • p . yi f.. .. �s+�b • • •::t� •• •..iufi4a.5w4��1i]r��«� .w�'riiw»,wa N��a.�f�y 1Y+1•!4. W � .�.I,O.O Na'.w d 1 r..'r•r ., a--} .°aiu.:"..w�a.""�'..uaL."ifi a A,..r'•,.sw w r m u' '". is 'nt a RR fit } 1 .r>waa.i .,.~"'"a �.e,..e.,..auw.�'"nvr+`i+Sn"`ww'..«'..s+ wiamr� a aa,. .i: • • .'R6 i .. .: ' 1 L' _•�• -';-'y:�"-"'{ ,iYiaa�i+.wa+rtrivt:nSi .`o'+iwY•"�; .:Mesa' ainn.a,..a ,a... ...f a a ' •• . ..•aN..w ••'•• ..' ... • 1 "ii aMon.+.+i ZIA% . : Yw a s i,:: '::• .••.'ur p' .-.Ya a:. �. . _ Y •4 • a. ,. 0"'1..'i«fi.:• i:. "�%f '�'r:► n+.i�a««iirr,afwi+w..i'"01w^:wwe.: "i:+`wlwY s •Lzt-Lut t*c!-!.T.Y .. .. • • r ♦ •• ::f-'--I r.�.. —t.r..i.« aiT;.•Q....... . .. . ,{• •1 . 1 ...r tn°w«v.".a".ow i.. . .. E. s.snaa+.e.+ ' futlN ff � ��q. • • ,+ .4*.o.oW.ai..,.N..4. • f t .�� :ai.Uofe.•i«7."'M.ai r.r a^al "i µ n u is --r r= i..� �Hr-1i•Ys nw u : �3 ... e �10�B�Nv�Ve. + n...avi.. ::'«�..�'"�� o.�_w^--i ia..;ky.f'��`�.:.,.t � • d«r.{ 1 : t_._..�....,. ... �� 'r n:M_..: '»w.'� urw �a..�ui ' , >Ty Yn ,r • • � f . . ....: :." .: \:.: �.'. _ i � ,:. • .:: .. s..'.,�:.i.L�as a. ar«.r u..mafmw .... • • •. ma :•... •.. .. ..:�.__�.. : ' .. •..• .. — .w ..N• ,...• ... im.ui ',1 """'"'a +m .«.�`if.w«II.ri ..ar za mr.. .•� �J1+11A3AilfIS � _.. - • ._.: •1. � M•ia..4a i. �:MtIS«tYRa{Y..'fa4 itRt: w inw f w.mri.uw wu,m w{evw.xw.riwiw rnu r r.,sn : : ` 3AN!l3JXV6 : I _ Mi S s.. Final Construction Control Document } ,j �' To be submitted at completion of construction by a t r Registered Design Professional ,r for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Carriage House Apartments Date: 06/29/18 Permit No. B-17-1942, B-18-7 thru 13 & 17 thru 39 Property Address: 939 Mary Dunn Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: 3-Story Apartment Building, Concrete Foundation,Wood Framed Walls and Roof I,Mohammed Zade, MA Registration Number: 27233 Expiration date: 6/30/2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural X Mechanical (Plumbing) Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: All(if kt—Z-ed ir A AM i''t No! H, ,, , 01'' r� Phone number: (617)338-4406 Email: zade@zadeengaeeg--.com—�". Building Official Use Only Building Official Name: Permit No.: Date: i i :01 1.1V .5_ 1111 81111 Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. 379V1SNIIb9 AO NMI ' Trial Version 10 09 2012 Final Construction Control Document To be submitted at completion of construction by a Ibl t r Registered Design Professional s+ v for work per the 8th edition of the V Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Carriage House Apartments Date: 06/29/18 Permit No. B-17-1942,B-18-7 thru 13 & 17 thru 39 Property Address: 939 Mary Dunn Road,Hyannis,MA Project: Check(x) one or both as applicable: X New construction Existing Construction Project description: 3-Story Apartment Building, Concrete Foundation, Wood Framed Walls and Roof I, Mohammed Zade, MA Registration Number: 27233 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural X Mechanical (HVAC) Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: SN ot �;, t mto Am v,r NA.27233 .4fP,/(Z,' J NOI IA Phone number: (617)338-4406 Email: zade@zadeengineering.com 1 Building Official Use Only Building Official Name: Permit No.: I D : 14V -1111 8 U17 Note 1.Indicate with an`x'project design plans,o r gtEer�s,idtspRif q that you prepared or directly supervised.If`other'is chosen, provide a description. 1D VVd.Jll�tll(t!!VVLtff ttdd Trial Version 10 09 2012 Final Construction Control Document „ } fl To be submitted at completion of construction by a tail Registered Design Professional f II �' for work per the 8th edition of the ,_�", Massachusetts State Building Code, 780 CMR, Section 107.6.4 1 Project Title: Carriage House Apartments Date: 06/29/18 Permit No. B-17-1942,B-18-7 thru 13 & 17 thru 39 Property Address: 939 Mary Dunn Road,Hyannis, MA Project: Check(x)one or both as applicable: X New construction Existing Construction 1 Project description: 3-Story Apartment Building,Concrete Foundation, Wood Framed Walls and Roof I, Muzaffer Muctehitzade MA Registration Number:39362 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: o ;4,44„ : ti 16i-TEr+rhB ,r- rt i rna c u w :'i.. AO' 4,° q. 1) datitt42., Phone number: (617)338-4406 Emai'1°: dzadgenigueer-.mg.com Building Official Use Only . Building Official Name: Permit No.: l?t;::01 WV c_ iii' 810l Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. 378VjSNIb9 JO NMO f Trial Version 10 09 2012 Final Construction Control Document r „ i To be submitted at completion of construction by a AR . IRegistered Design Professional , for work per the 8th edition of the Massach-isetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Carriage House Apartments Date: 06/29/18 Permit No. B-17-1942, B-18-7 thru 13 & 17 thru 39 Property Address: 939 Mary Dunn Road, Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: 3-Story Apartment Building,Concrete Foundation, Wood Framed Walls and Roof I, Muzaffer Muctehitzade MA Registration Number:32579 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical(Fire Alarm) Other: for the above named project. I certify that I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: 40"v. Mtltl t'fA. M:'rCTEttRIAbE pG[CT}2 ,4. t Na YL'i�l°�j kt% NOISIAlf Phone number: (617)338-4406 Email: zade@zadeenigneering.com Building Official Use Only it l ,01 1„I11 llir 8101 Building Official Name: Permit No.: Date:Note I.Indicate with an`x'project design plan:,compuQ taNicalOrl"/ ou prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 Final Construction Control Document l 1 To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the •Jos.'e Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: Carriage House Apartments Date: 06/29/18 Permit No. B-17-1942,B-18-7 thru 13 & 17 thru 39 Property Address: 939 Mary Dunn Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: 3-Story Apartment Building,Concrete Foundation,Wood Framed Walls and Roof I, Muzaffer Muctehitzade MA Registration Number:32579 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project. I certify that I,or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Enter in the space to the right a"wet"or electronic signature and seal: 1 f 17CTRICAL y Phone number: (617)338-4406 Email: zade@zadeeniggevei�ngc�om Building Official Use Only Building Official Name: Permit No.: Date: 7�1' Rini Note 1.Indicate with an`x'project design plans,computation and'ni of cations thgtt' odIprepared or directly supervised.If`other'is chosen, provide a description. 31 VJ.S.IV9 AO WW1 Trial Version 10 09 2012 Final Construction Control Document v11 To be submitted at completion of construction by a 111 Registered Design Professional lE '; .�` for work per the 8t" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Apartments Date: 06/25/2018 Permit No. Property Address: 939 Mary Dunn Road,Hyannis,Massachusetts Project: Check one or both as applicable: N New construction El Existing Construction Project description: Apartment Building I Jeffrey S.Nawrocki MA Registration Number: 34168 Expiration date: 06/30/2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [X] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Digitally signed Enter in the space to the right a"wet"or by Jeffrey S. -�� electronic signature and seal: ''0'fie' ' 1�/+pTE+f�tr}{,�, Nawrocki JEFF'+S. , VbW Yi 1 +E. NAW KI .., Date: STRUCTURAL No.Jr7SS 2018.06.25 s �anT�.ro Phone number: 603-433-8639 Email: jeff@jsneng.com '08.36:58-04'00 i :OiWVc- 1t8101 C�Buiildding OffficUse iial Only 31EBuilding Official Name: }�lJtYaY V OnitNo.: Date: Version 06 11 2013 • Final Construction Control Document jit To be submitted at completion of construction by a Registered Design Professional f f :� • .for work per the 8th edition of the 10 Massachusetts State Building Code, 780 CMR, Section 107 • Project Title: Carriage House Apartments Date: 06/29/18 Permit No. B-17-1942,B-18-7 thru 13 & 17 thru 39 Property Address: 939 Mary Dunn Road,Hyannis,MA • Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: 3-Story Apartment Building,Concrete Foundation, Wood Framed Walls and Roof I, Robert A. Schaefer MA Registration Number: 10791 Expiration date: 08/31/18 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: X Architectural Structural.. Mechanical Fire Protection Electrical Other: Describe • for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: • 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with•the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. e�°�ovED cy,� Digitally signed SEnter in the space to the right a"wet"or c o. '0. � by Robert electronic signature and seal: No.10791 tri �� Schaefer _ -Date: 2018.06.29 Phone number: (603) 497-3405 Email: rasarch@comcast.net fi�oFoso'P 11:58:33 -04'00' Building Official Use Only Building Official Name: Permit No.: Date: I T �Ik�ii� t3 • 9 i :Oi WV S- 8101 • 319�ISN��S JO NMOI Version 06 11 2013 ri7-/ BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 June 29,2018 Mr.Brian Florence B0101 \Dg7 Building Commissioner Barnstable Building Dept. i& 200 Main Street, J �� IA 2 Hyannis,MA 02601 0��Qo(31k CIVIL SITE PLAN COMPLIANCE CERTIFICATION PROJECT: SPR#007-16 Carriage House Apartments—Independence Place,LLC LOCATION: 939 Mary Dunn Road,Barnstable,MA RE: Civil Engineer—Site Plan Compliance Certification I,Matthew Eddy,being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING& SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that I have supervised the preparation of the Civil Engineering Site Plans and specifications for the above named project and that,to the best of my knowledge, information and belief, such Civil Engineering Site plans and specifications meet the applicable provisions of the Massachusetts Building Code,Eighth Edition, as relevant to the site design, and generally accepted standards of Civil Engineering practice in effect at the time of performance. I further certify that I,or persons under my supervision,have: 1. Performed inspections at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work related to the site design and to determine that the work proceeded in general accordance with the Civil Engineering Site Plan construction documents. As of the date of this Certification,to the best of my knowledge,information and belief,the work has been substantially performed and completed,with the exceptions noted below, in general accordance with the Site Plan, revision dated 8/18/2016, as Approved by Barnstable Site Plan Review. This certification is for the purpose of checking for conformance with the design concept and general compliance with the information given in the Approved Civil Engineering Site Plans. It is not to be considered a field control as-built of all vertical and horizontal information shown on the Approved Site Plans nor is it to imply daily inspections of site plan related work. The following exceptions to the Approved Site Plan are noted: 1. The two handicap accessible signs need to be swapped out with the correct sign format(white lettering on blue background). 2. The two"No Left Turn"signs are not the correct sign nor are they installed properly. These need to be replaced per plan. 3. Tactile warning strips on the curb cut accessible ramps were not installed as shown on the plan. a. Tactile warnings under AAB on a private site are not necessarily required. 4. Two additional light poles were added beyond what is noted on the site plan. These two poles fall in the Eversource easement. Per discussion with Allen Tosches, Stateside(General Contractor superintendent),these were reviewed on site with Eversource and found acceptable by Eversource. 5. Final stabilization of certain areas is still needed. Page 1 Land Surveys • Subdivisions • Septic Design • Wetland Filings • Site Design \le Mr. Brian Florence,Building Commissioner Barnstable Building Dept. SPR#007-16 Carriage House Apartments—Independence Place,LLC Civil Engineer—Site, : =_o. e_•liance Certification Sr OF h�,qS 9 y,1 •/ MATTHEW �� W. J'O or Name Matthew Edd JP.E. en 11 o EDDY Registration No.: 43183 #;� IVIL � Noc43183 � Seal oc.11 FG►sTEi4Y��69 �' + Signature•FSS/ONAL EEC ` Cc: Mr.Peter BeautrOm7 ; eside Mr.Ron Silvia 0:\2015\2015-053WDMIMLETTERS\2017-010 L3 Site Certification letter-Carnage House Apartment Mary Dunn.docx Page 2 '73 ill/froe lz/uP 7f--) 141Q ik) z, : sin . . • . : ... , . .„ „ T • ` UntEen T#3p1)CF41IQ9i s .. . . w M>. .'.,_"�W`%Wl �'' `r,",,,;''�y'Nrt'P„' , axe'• l r' r i ,.. ', -',. :\a, 1 .Y.;,,,, ;•,.`kY/"'� j� "'x'?'I,CY<,'i'j,'!-f,v i:!;:.-'. .•.1."„`::; n� :� . ��sir t � .; : -,' ' ' ° a,r•,,". "•'i .;',-4 • '''-;, 4ft,,. •' ;: 4_,,; ''' '>a; r - T:"Pii4. i 1 _ -', ,` ...:I ' ', 'Y. ,dies �d/�oycn♦V1y e. . -,. ;,, ° , • pl : .y '',• 9 Icr : 4f, . We have.exai icftl lva t7' t 1 : Ievato9 : ,,, "rnialie44.fd oor ieteOst Y ; ,- :, ?y ' ;.I3Li2 1 .in` hisc e � ;.:_: ,'-". T , _„��,� rcrnth 'o ��contract and ie ebya �pfit : ���0 wn, .... r°i acodae.wi � . v�. : :' e ', i ad,f .:.d' .- ? ,, :- o,t ,I ,,ou ?„s e^ tno n: E1ezrC ati� c;l''fire' 'and,Hoawa En ee-s av , , , ,o, ,,,, � ��' �°'wrr" Cote: . ao , � n o ,,,, W ��;:; � `. , ,, ; , r, aa4`s vi�y i�,tCt�' L�" " ��'" q k3Mr a�� a t. ',,, ,,,:',*';:',!,',:: ,Vr''''',:i4Ti-i,M=1,,,,,,::1,P,,,,,.' -„,,,,,'';,i,',;..,,,,,,,,,,„,„:i pijo'„,„„-,,,4, ,:,7412, ales'to: ° a� r'" ▪ - C os . . x �., • .,.,.,�. ,,,..• ?. � `: � ' : GIs s � A. (?Y1tTACt'Wltll. ;rf'iF"y{,�`23s' ' ✓ i -.i,,. :dx» ".,, .. < .;.,rt 1«n7„Pzty`?s'..: ,';', ,y `,*..4 '".14:. ',y(. ��,f�N„ira4=w.,,"_.`, ,.p.,(%» - -..A i•,' .: , 1. 4rfL1�\DIY['�.V z<i t'Fl+l i:.�r _ .i Y"r3a¢,.<' s_t:. , f f�, �' r-fie: , ,er,o ,xattQ iaboat�,;: " :m 1lvwin.;;ke',s,''ieo::'>-, f"o p',p q°h t2"-tionns n,:tne�'i3 ek"A,...Y.,$°nQ , . -ik ';'v:�'`,'of;�i;p;0,,'„ rsa :, �ui°,;r,' ems:, r, ' compicte;az s p �. sf� >�r;,, ,..,".. ,,,,,, '? x .�xtt <' ,. •a%�.��iC, „i)•. "a�,� ,i,;t�,yz,{si's°'� �`@' '✓G'".�.": ,`¢ s� 'QUANTITY :," - .."` , f,�r ,?�, ,.�s-_-�,�.,'?:.xs;" �� y:t '; k� n"d• z�c,z,�x,•`„`�,,';,,":,i.�:,,,,,i,,;,� ;`3' ��,. •Mp• ..' ,a .'�tV �, •)fro,. , } M,.n ... f; '. "';,'>. '�,,t' ,'~;'p::, 'tip ,r,, j."�^r,`,.�+;.!`� .�` £bt Y ': 31X s�x,�t%� „tt "`t",iz �n 'in'..,:nr,°r. ( a.,"�,o�i,a, ....i Tt::,`�.''�' ,;� /,p';-. ., s•:€;''� " :, ,°"<•"s;• , .��nha,.,,,, ',,'.�'�°a' .,22�a .�s:''r.�2.1�-'.'.`;,`„ °•`,�y`'+F'�r�%$� a j�S��.4 i �,�:•1�t$ .y _ -' :ems {� -: u� �,",W,,,,` ni{z*,�•. '.tom""","• I. ;;t,.,: �•irv. g'„ �E14 Y, l.�i:3f�, .'-:5{'W�,.;,::,, t:•,' :,yy,, 4e'k `'A.' .�:,^ . �•,�:»......"'.,'' ^;'•S✓, "': "; ,1. ` nN£e�'-,#. • '£^ .,e 3�' �j7■V'y■�� �`,'i``V' wtd"d,°,55� '' ryi S;St •+✓�. ;'j , 3x. �$,r"J'Y dreH g f� b4 {gym F K. ;. z .. _. ., xIY� 'Est,,,,0„,,;„„ :-twatx ;''x;., ,S'.0,, ,`,4; _ ,-;,',"°"? �"e,°r""+' ,' 'v£ ,z del. ; or.the;. ,',0 Ot,S * ,,,,a:- -',.? " 1757 :,t,'_.,; . _ x?, ; � � ' �"-. '� otenr4 !� z: = t r . �the ° ® ia� ; �� 1�. tl r! {r, :,,-a p :: ', ,t-'. _ .a # ., '' I1tS• `� u .. ,,, . ' W, # ,. - ` a: #ufit$ You 41 f"--*I ,4- --1 -- AV 4;- ,-, .. - Ui YY'litti1124,' 4 V ,'::;. V<,•'' .:44r7Y ,i., : .44'n.9'at•,8 'd. I.`° ,,V: 4 a^:w?ti .Y ,7% ',i2 C i W Ose whatsoev ,, °.,k �- , pn FW / -SJ.?�V,§F.V.7k�!V -4s �ely,S.';'�y"?,M•;n'° '*1�,:"(w ar � `3' zs ;y' .-. E e 4'm-iii6j1sdin �, ,% °i i,Y�i'", i ¢ y � . f/--F�'ji '���;;' �!, � sr .ffi,�Y >,+'. �v�`.p`;x°,7�:'<tv r ••�� +[ma• y"'�' ..; .�'���!�� -� „�Z� '�:F ,.w�.�R:::,;:,:� 4.4)3A,s4",„,:111,x;, gi - Li° N'Y�>.' � �.,..Q,y,£�,,. tea;: "i^'k 'i' >r''-T';c:snaZ ,F^.C3.'s.%c,,,F''.,--"�,.,'- a ,CFki�rr".C,ijx -si'_ '� ". • .°`-`^' -s i?w ';'(;.I-,::` ( ar,•4 z, *26 A,44 r r 6 i, F 4$.$ ,.,.y,i,�'r'..`k' 'g.'<;xi,iifi .rd,.r.„r<rc,. a;,, i'r • '( y. l�lafka „S'ex`v ;;:;;,:r,:-..`- ::tz'yr:rw.x'.' xtn rI.-V,"' I:.;•a, ,,,, ;t:""'..,°' --_t ,, , ' , ',: ,;gas r� ,,, r'''', - 7`. k, I.; "' " 'f''97%'``tT t•#{7. t}1 `l,#3� ,!▪ n�.% dr n .rG�,'nN,".', :' „'S k'E,1, Y 'o-4' '.; p �y 1T '" ',,.+*^.t;li ai It;M. """,,, . ;.P3'�.i, a'"1'"A c"l:;;ai'`;.." 9): 0 , :l, ,1j"�'Y1' Y".R'sssF ".11 ,.;., . ,..4- .0,..�-,�,. '.;r. A. .,.,�''. "", : ';„'P_ r,'' g e. -�' ,"�1�i, r r£.4 ,P<a�; ,:ra;;r:'',� �"'.�t��,,�.�� '°,x e'` } p �: �' y. s I „'';'- f:.,I.;r,y%;'Y�zn� +^,",,p...7t°j=y-. , 1 ,•'"n .-4,,s aa`'I i ^,,.s.` 'ya #•( £ @ j alb " i,�' F .>.' ,� �VY'V�� ��' ",t`,.: � J' a�4 P `sE 4� �.:. k'Shoo"d r Q` v l ,, ; .,,t , - • ._,.,�� �� . ° r, -„" , � zit �' `.,:•' ". • -.. O f jay f �„ .o. /q 4i P'6 '�° ,."A-iii :-Je 'r.v.4 Cli..'f""'{`.l":727{°i'a.L I ` � 4 'zr^.I�ttr.�. tkreazdi„ .%Ni•' ,' �,'o, .rcana,�%as,afi°'o•"• ? �'''i,. 2 Mckechnie, Robert From: Allen Tosches <allen@statesidel.com> Sent: Tuesday,July 24, 2018 12:52 PM To: Mckechnie, Robert Subject: Fwd: Elevator Inspection - Carriage House Sent from my iPhone Allen Tosches Stateside Construction Group Project Superintendent p Cell: 508-294-4438 Begin forwarded message: From: Allen Tosches <allen@statesidel.com> Date: July 17, 2018 at 11:26:32 AM EDT To: rsilvia@silviaandsilvia.com Cc: Peter Beaudoin<pbeaudoin@statesidel.com> Subject: Elevator Inspection Ron The Elevator has passed inspection by the state inspector and is now ready for use. Attached is the Final Acceptance. I left a copy of this in Susan's Office along with all the keys. You will be getting the Certificate via email which has to be inserted in the plaque in the Elevator cab. Allen 1 • Initial Construction Control Document To be submitted with the building permit application by a r� AR Registered Design Professional i for work per the 8th edition of the ew •:"' Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Apartments Date:6/13/17 Property Address: 939 Mary Dunn Road,Hyannis,Ma. Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:Apartment Building I Jeffrey S.Nawrocki,MA Registration Number:34168 Expiration date: 6/30/17 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent,with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or Digitally signeddi/ electronic signature and seal: by Jeffrey $ , .. JEFFR.f'S. .• Nawrocki NAWR.CKI s. STRUCTURAL Date: 2017 0613.:7 13416g Phone number: 603-433-8639 Ex. 206 Email: Jeff@jsneng.com , ; ` ,, 16:44:08 ;04 00 ��E� ,� 1/ Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document I„ 1 To be submitted with the building permit application by a 1�l Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description:New construction of a three story 29 unit residential building. I,Muzaffer Muctehitzade MA Registration Number:32579 Expiration date:6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Digitally signed by Enter in the space to the right a"wet"or mucrEr zAJE Muzaffer electronic signature and seal: , ;ELf.CT2571 g ,�N..�S,�$ Muctehitzade �Ow or Date: 2017.06.13 i `` 12:07:11 -04'00' Phone number: (617)338-4406 Email:zadeAzadeengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document „ 1 To be submitted with the building permit application by a Registered Design Professional E for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description:New construction of a three story 29 unit residential building. I,Muzaffer Muctehitzade MA Registration Number:32579 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection X Electrical(Fire Alarm) Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Digitally signed by pyp2AfFER •Enter in the space to the right a"wet"or ' MUCIDI►ut� Muzaffer ELECTRICAL electronic signature and seal: ',: N..3257900.0' Muctehitzade Date: 2017.06.13 It ,I 12:07:40 -04'00' Phone number: (617)338-4406 Email:zade@zadeengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction n Control „+ To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description: New construction of a three story 29 unit residential building. • I, Mohammed Zade,MA Registration Number:27233 Expiration date:6/30/2018,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural X Mechanical(PLUMBING) Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. ri-ot 1 Digitally signed Enter in the space to the right a"wet"or electronic signature and seal: as by Mohammed "ate Zade Phone number:(617)338-4406 Email:zade@zadeengineering.com �: t Date: 2017.06.13 1 . 12:09:20 -04100`twig Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document „fits To be submitted with the building permit application by a ail Registered Design Professional f P for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description:New construction of a three story 29 unit residential building. I,Mohammed Zade,MA Registration Number:27233 Expiration date:6/30/2018,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications • concerning': Architectural Structural X Mechanical(HVAC) Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Construction Control Document'. " Digitally signed by Enter in the space to the right a"wet"orAWED IP.,1. electronic signature and seal: NaZA DE Mohammed Zade t:7233 Date. 2017.06.13 Phone number: (617)338-4406 Email: zade(2Izadeeneaineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 lutessDEl's c System ; .- q yr.� .;,.4�1-.,/'V°��.7� ,,�..4 .4 �Y «', � - <31I r dY � x,x' :;R�,�� r .� ' y ,7 vb�„yQj�lyt�. �^y � is d4�ecs a•ri:»s rs+ V F ' k``£ t s6'�.Es�»�^,' _^an ffi!PXxla'`'U� s F z r -'fn<. ,,e 6.4 Submission Receipt Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection.Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below.Please review it and keep a copy for your records. Please do NOT reply to this message,this email address will not receive messages.For assistance with eDEP Online Filing,please email the EEA Help Desk at mailto:EEA.ServiceDesk@State.MA.US or call 617-626-1111. MassDEP is interested in how we can serve you better.To help us make improvements to eDEP,please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/online/edep-contacts-and-feedback.html. To contact MassDEP Programs,please see http://mass.gov/dep/about/contacts.htm. ************************************************************************************** DEP Transaction ID: 932893 Date and Time Submitted: 06/15/2017 10:32:15 ************************************************************************************** Form Name:AQ 06-Construction/Demolition Notification Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection.Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below.Please review it and keep a copy for your records. Please do NOT reply to this message,this email address will not receive messages.For assistance with eDEP Online Filing,please email the EEA Help Desk at mailto:EEA.ServiceDesk@State.MA.US or call 617-626-1111. MassDEP is interested in how we can serve you better.To help us make improvements to eDEP,please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/online/edep-contacts-and-feedback.html. To contact MassDEP Programs,please see http://mass.gov/dep/about/contacts.htm. ************************************************************************************** DEP Transaction ID: 932893 Date and Time Submitted:06/15/2017 10:32:15 ************************************************************************************** Form Name:AQ 06-Construction/Demolition Notification Payment Information AQ06 Transaction Receipt.htm[6/27/2017 9:34:56 AM] • DEP code: 143882 Date: 6/15/2017 10:31:50 AM Amount($): 100 Payment Detail:DIVER BRADFORD--AccountType--AccountNumber****5058 ConfirmationNumber: ************************************************************************************** • • • AQ06 Transaction Receipt.htm[6/27/2017 9:34:56 AM] . • Letter dated May 10,2016 from Attorney Eliza Cox,Nutter McClennen& Fish regarding rights to connect to Town sewer system. I • Independence Drive shall be retained as a private road. • Each rental unit will require annual inspection and registration with the Health Department. • Subject to Chapter 1,Article 9 Inclusionary Affordable Housing Ordinance Sections 9-1 through 9-11 inclusive. • For purposes of building permit market/affordable development phasing provided in . Section 9-5, units will need to be identified on the plan. • 2 HP apartments must be provided, disbursed evenly, and identified on the plan. • Mary Dunn Road may not be used as access to the site during construction4( 5-a. 0a--ii(-0A • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, c Z&e /4( 5,ejt.cec--- -.' . Ellen M. Swiniarski Site Plan Review Coordinator • CC.tPaulRor'na,Building Co ss oner 0,,,,o�• Attorney Liza Cox ZBA File Barnstable FD Health Department DPW Town of Barnstable 7416). Regulatory Services BARNSTABLE Richard V. Scali,Director = -=mod MASS. Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us September 6,2016 Independence Place, LLC do Mr. Matthew Eddy,P.E. Baxter Nye Engineering& Surveying - 78 North Street,3rd Floor Hyannis, MA 02601 r RE: Site Plan Review#007-16 Independence.Place Inc: .� .-rril... •. ,-. ray�. ' C939 Maly Dunn Road, Barnstable. Map 332,Parcel 013 Proposal: Project involves the construction of one new free standing three-story building _... 'approx.. 47,000 s.f. The building is planned to be 29 two-bedroom units. Site improvements for the new°building will include new parking lots for 44 vehicles, vehicular connection to the existing adjacent roadways providing full circulation ,c‘ ( ) around the site; a new right out only egress onto Independence Drive, drainage and - storm water management facilities,underground utilities, site lighting, and landscaping. Dear Mr. Eddy: Please be advised that subsequent to the formal site plan review meeting held on March 3, 2016, revised plans for the above proposal were administratively approved subject to the following: • Approval is based upon and must be substantially constructed in compliance with the plans entitled"Carriage House Apartments", 8 Sheets; "Truck Turning Template Plan"dated February 11,2016 prepared by Baxter Nye Engineering&Surveying, Hyannis for Independence Place, LLC dated February 25, 2016 with final revisions August 18, 2016; • floor plans and elevations, 5 Sheets dated August 16, 2016 and landscape plan entitled "Carriage House Apartments"dated August 18, 2016 both prepared by Brown Lindquist Fenuccio&Raber, Yarmouthport dated August 18,2016. • Zoning Board of Appeals relief is required for required lot area; reduction of required minimum front yard setback; and reduction of side buffer strip screening. p`` r town of Barnstable LE. Assessing Division i639. `S �ATEo ,� 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION December 2, 2016 RE: Adjacent Abutters List For Parcel(s) : 332-013 939 Mary Dunn Road Hyannis, MA 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable . AbutterReport Page 1 of 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '332013'• Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 8 Close Map&Parcel Ownerl Owne:r2 Addressi Address 2 Mailing Country Deed CityStateZip 332010001 VILLAGE GREEN I 767 INDEPENDENCE HYANNIS,MA 28200/199 LLC DRIVE 02601 332010002 COBB TRUST C/O BARNSTABLE, 367 MAIN STREET HYANNIS,MA P6839 TOWN OF(MUN) 02601 • TRINITY CHRISTIAN SOUTH 332011 ACADEMY OF CC,INC 12 CARTER RD YARMOUTH,MA 19503/214 02664 RRA7fl TAN 959 MARY DUNN HYANNIS,MA 332012 ASSEMBLY OF GOD ROAD 02601 27314/285 IN HYANNIS 332013 CORSON, RODNEY K RK CORSON 44 QUAIL RD OSTERVILLE,MA 9980/322 &JANET TRS PROPERTY TRUST 02655 332014 NAUSET,INC C/O CAPEABILITIES 895 MARY DUNN RD HYANNIS,MA FID042453166 INC 02601 332015 MASSACHUSETTS, DIV OF FISHERIES& 100 CAMBRIDGE BOSTON,MA 9261/12 COMMONWEALTH OF WILDLIFE STREET 02202 347002 MASSACHUSETTS, DIV OF FISHERIES& 100 CAMBRIDGE BOSTON,MA 9261/12 COMMONWEALTH OF WILDLIFE STREET 02114-2509 This list by itself does NOT constitute a certified fist of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Bamstable Assessor's database as of.11/17/2016. • • http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 11/17/2016 • Town of Barnstable Geographic Information System November 17, 201ro i315040 #56 31 503 II#5 2 2 1 J:rr �r �';,.,.:.:'.,'.'a:.'':G:;` t,..''':.:•''..':`.•t:." •••1`•('..:'.'r•.a'::'••:•:'•'�''r'.' '{:.• :': •,,}..1.':I• !:'';.j•,1 :''•,:'..f:%•• ; t 31400 - �F 1 0 ✓•. 'i F. arJ �!✓:'1=v: Ji ' r• _ #35 _ ry f • / • r J<- rJ'•- '>Y" r r ./ 1. :'332Q10Q0,1lr%"li:J v:' i7'•./, .,r F 314 21 • r I. rJF<✓ ..�.., %/% t*/at r <. 'Jr'%r /.M!' n,•. r`r',•r1': r r. Jt• ✓ ram!. :j „ r r' . Xi'• f 1. 314005 r<y •r• -•r.! 'i'yI:•r: 1< 7r >Jr # 5 • r r:: :i 2 r.. . _r: . /r .r' .r^Jy' ��rr r r r -1-.J r':r , •r .rt J< <tv/. : r / T .�f: f�Yof:"i <•1zr J :>:rr�!'•rf,(;'!✓`wY,& ^rr,`•r, `,!•r-/,:/irir•rill' d / ./ /Y / ;�.3 �� q�f<✓l,g r .r,- '- •;, r, ,., .•:;.,..•.. �... / ,•r r/•19`39,, r 1�.z i_i r 7.. r< !r>•r>2i - > r/.t '-r: i - l} . r r•%' ••:� t ri .'r Fi✓,r.,f /,r >;lr�rl /l F,,,. r r <r:'i• :>`.:,.,:.-::...;:... ,.,...• •.:::-;;li/''.rf,.fai,•/.>;:Fl,:fri :eiG1;FFLii.° '`'>ri?lr� ,/i ,r :Zg<:in�::4.� .'.;:-. t/ /nr:,;f ;r✓/,V /• ,. ,../ i %'. ';.:.<Y :./, • _a/l.F .!jr;_r,/' .>!r_',., -:. .r.l✓:ril�r. ,,ri/i/i:1,.�,,r/r. /, rr/ /rr/K.J> . j /NDEPEN ENOE _ / r-r F i•J f• .,,: DENCEDR LACED ;:ir ,.%:: i/,•,%/i.,ii'/-; t;_v s.•: : :. ;: .•';::. .i:••; ': •.::;.:.,...•. ::::•; R i,r::i::<. /:iii%i" ;riiiririr//</.<i•./>r1 :i cr : >is i,r, . //%//iir%/// /7/i7/7/ii,/iri,i!ir/,.!ii/iii%i': ;Ja % :!< ,:ri! is//, < /< . /< , r. < ///:"'•, <.,;. J J of,• �/... r,✓/^Jr'/... ''l / f / r 314026004 314026005 ..-. ........•:. •. . r. ..;... . >7 :^•/ .. ............:.. eY ,1/�il�'.l,->..: ,•,. .. ,.:...•...:::; : : '.,..::.:;...: 255 #40 ................. ... .....lr,/,.r,;. :J'-Jr Jr� /...::::::�•...-. c:'•r/Jrv�F:. ..•,.,........_..,... . ......,..,...�..... ...,....,::•:,�'.-:.•.:.:::.4-..'.;:.:•.�,:•:::':�.... 314050 #46 r > : f.J %i" 1 r 314051 .. .. . 332 006 88 ' #0 :-:•#0:i::':`{,:}�':- ? <:;:,'::- ;:}:iii.•'.:::--.`:.:-:-:.... i:':•:•:.:::i•:i..`:};:. 332009 314052 • • • #844 #45 331003X01 #0 314026003 #246 • 314001 331005 #211 • • 313008B00 #789 #0 331003003 #0 313007 0 1 '9 F re-tN DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:332 Parcel:013 Zoning Board of Appeals(ZBA) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel I I Abutter List Type••Parties of interest are those directly opposite subject lot on 1°=100.may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notificat on of all Abutters W E boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. 7/ such as building locations. Buffer / J! -, . •tOWNOFBARN5.TABLE". :':•r- , kr' •ZONING BOARD OF APPEALS"' '' `Ili,'NOTICE OF PUBLIC HEARINGS UNDER-THE"-. . (�_':`'_:T-::_.ZONINGORDINANCE .. •DECEMBER 14,2016_ ab all,persons Interested•in or affected by the actions of the Zoning Board Of Appeals. , you arahereby notified,pursuant to Section 11.ofChapter 40A of the.General Laws-of the Commonwealth of Massachusetts,:and all amendments thereto;that a public hear- ing:on the following appeals"will be herd on Wednesday,December14;2016atthettnie" , `(eil�anlSlaf tHeP indicated. - '.3 .--.`- �,.a ,.. s;;t.' _�� - ,;7,:00PMAppeaiNo.2016042Henry•;_ - ,.,�. -�1 -� - ��.r�_��, - James C:&Kathleen C.Henry have applied for a-Special Permit pursuant to§240 92 � .•, _ •Nonconforming..Buildings or StrocturesDr, II r -`.+ssv- . c,� ' •i°,1 fr-a in'the alternative.a variance if necessary : ". LEGAL-• .... _ g The petitioners'are proposing to construct + i,,TOMPOF BARNStAB an:addition to.connect two pre-existing : � ONING!BOAD t)FiAPPE nonconformingresidential,structures and: NOTICE OF PIJBL(O'HEARING&UNDER TI1 ZONING ORD C to construct a new deck They are also pro � DECEMBER"14•2018 ` posing to demolish the existing detached To al bperso'ns interested ora�ffe'eted by actian,iotrt a Zanin garage and construct a new garage The Board OflApp�eals you are herebyi�rotified pu uan Section 41 of proposed additibn to the:dwelling will be. Chap�te'r`4gA i. ,Fih4„e'Genera` l ivelif the'CgmmOnereal rMasSa chusetts and call amendments thereto that a public'heann to the 7.2 feet from the:front liard:p setback where foltowing-appeals"gilt be held on Wednesday December,.44;2016 at at 15 t is y Porn d 7he:property is located: thB time;indtcated ' i-+w., ai.15 Pone sees cad Centerville:MA as` Y , TOOPM'�AppealNo 2016-042'Henry��,>t ;� � shown en Assessors Map 228 as Lot 155 •,James C?&Kathleen";CniHeiff ((lave applied to 'f pet i, egnit it is.located in the Residence D 1(RD-1)-:" pursuant to§240 92 Nonconforming Buildings Or Structlues,br;in Zoning District;. r 1 Fj ri c-y r ii the alternative avarnce d necessary The petitioners are.proposing 1 .7'01 PMAppeal.NO 2016.043 DMAG uc tq,cans'tuct an addnhoji to connect;twoipre-ei,i5fing poncoMOrmiag DMAG LLC has:applied fora Conditional' resideotialrstrUCtures3aodto construct anew decicctThe!are also?pr-. I Use..S•pecial:Permit pursuant to:§24Q posing to demolish the existing detached garage and construct anew 11:C(s)(b)'Bed&BreaMasfprobisrons'The: garage.The proposed addition to'the dwelling will•be 72.`.feetfrom that fr ttfyard setback inhere 30;feet is"regTilred'Thetp ligrtty s, applicants aowneuesi a aspecralpennifto Bated at315:Purey Poritt Road CentervillesMA$s�sho tlrY As es- transferthe ownership and operation oLan• sor's'Map 228.as Lot 155 ltt'is tocated.(n�-,.i.,r�e,`Resider I 1 FR1i I3 existing three bedroom ss locate bed and Zoning DlsfttebIW r+r�+m *ysf'i ,NA. breakfast The prdper(y.is located afG51 ; 7 01 PM peal No 3016 043 DMAG LEC` Main,StreeURoute 6A1WestBamstabte MA. DMAG-`+t1 pars applied for a'Conditlonat Use HSp cial Reflnmru as shown onAssessor(s Map 156 as Parcel 'solo[tod§240-15```C(6)(b) Bed&Breakfast`rovls`iorts a p�, 057:�It ls.(ocated in the esidence F(RF) f;'dniS�afa'?'EquesD„Jlg a.speciai permit t0 trdnSfef the�d�Nlne,� Ip mod• Zoning-Distn'o 1'`l' ` ' operation bfzait exl5Ung`;`ihreerbedrOom,six'guest bed h47 • r' {�1--t i ju. ' i The property loafed at 651 Matrc StreeURO�r West, • 5peedw yWeal LLGkias Qeh ,d o_r va�n'ance; Baittstattte MA at sfiawn on Assessors Map4p6ms P.rrel•r k is. tacatedJn the Residence F(RFi7aning Dlst((cf-sd 4, de la :}7 02 PM Appeal NO'2018 044 Speedway L'LC - frop•gi 4 del egdidt)o sat tire'. Speedway'`"LLChas petitioned for'a•vaifiance from,,§40=25 petition¢ s reg.es gXe I`"Ito a.3 a�e,.f�ve Reguiatlons a petibo!t eFs requesting relief to omoote pa, . • pa wr,� y aces, thin a -ds.P '4 spaces4Wi(h e.1t46.VO Irlandcape�bt,V.r i fom a SUtfers rom"i ar� oadl 28 a,d.t Road/Route 28,"ra'ndlBearses Way Site workis:a esu • • u Besises�Wa Site'fvo s a res I• a as thus¢[fs�A-Doparbrtent,ofyTtansport3hOrve..t,Zjtrlyofyln a f ore, sachu setts eP me of, ransTo a_`tlon non of curb cut&pfl Falmouth,Road'andSearPes_lY...•..tr„�etp Pe 4 project jnyoivrng (ie relocation ljrbtcUts,, is(ocated'at 3lr'Falr(lo`uth Road t♦yari s f11 talks SIB o on<almout oa a Be'""P d sor s Ma"p 292'lS Y ce11005 It Is to tho'kfl • B . u�xg d (i )$onrreffisfri i `- 090, tyls locatewat ag„ o h oa _ ., . r .� y�exr�• '�7,03 PM� peaPNo'.2016-Og5'e SheaBlakisd',-�at 292 as Parcel005 wµonAssessgxs�:(tlapi` ! n SheaaandJRlmberlynBiake have applle or-a L. a rmitr 292:as e.arce40.O5b1t`lift ic,atteahAthee'rlrgh.cy r< - parsu 240131 4- .' •••hang¢ ExpansilltrimAl tiom k '•4l03 Sipes peaJN, 1ti'iiii lot s,tl g co or§m i%`o noncgntorming uses�rand'stmc5ip . 9.1k , vw,rt:03 PMppp rtNo.2016 045g5hea/6 eke ono tedest,ng...4Speciat,Pafrtlit tD COnsDll ,,, addl O e•, ICe vi $ e'ai a ilfiki"t 1A-6fly B1hIcd�h_vet pattsiing weinhrlima'ddibon td 8:6overed p,o7la a'd sew 0.0w ai5Pradffois'at5 (, , e tf utstrant•ts, Th ragf,-'+ts located'ai`19-Vine'AvenUe Cent ifle .• s wn . 24d�131'e O(2 Change r xpansloiteo'1 • on tsses`sor's M'ap 226 as Parcel 027 It is(ocated,u ;ilia', tertioRo�I tlr g1�oQfo n9 o cones ` Be""`h`D t`rict(CBD)and the Cralgvlli,04,4lla a,zlg bo cod'Ove14, P;f ••"',yes' d'�tn(ctif al—''pi,' ntsa Dis ICL4 -'a" c•'t. iA;tt^trt 1^ F4 t'are'requesfrn a• e 1yP¢et'OLLvcoristra t7'OctPit4'Appeal!No'2018-046.Indepen/r C glace; , ,. t; "'%' Independence tace,LlC`s petition rig fo'� cons r a' en addit(oR,tath� xisUngi;dwal ing in adds {) 1 3993 2( "'say at r {h a sta p sent building:co!fs nOso1�P2 bo to. rA lied o h 19 Vine Mite sf+Nl fi � + - J' Pl`t square feet,cantaintrig'twertry-rill¢tWo-Ded` ape e n 1 The'pro ectl/:1-'o ed•at 19 VineA'061, �e e It Ce gfVrlle�wa Ass`n�C ate pa g.ae`cess/egress. Ian soap �l,r �a sho 9n sessof's a 1 re- P4 T Prover¢ are alsorop d Peri§ 33�) Matx7226 a'kPa cegg2 I lino ei l,ry te0•l 1a ti ne , r f� que�Es ed m e niter fe�trlremeritsf D w:c4gatl,e Bgao 'js,ACA(COP)and ttiett• 21ormo) fitc eq resfstoc sgttt�at per nits ova Graigvi'Ille,Vdiiage Neighbor oodreASIT ('. Units" pnid§2'40- A)(91, ) whlvh'requie 4 s DaC`4'1 DiWitts�'�r 'i;fi� i s, threl e.4.40 ttdlp,p,hefrghttttrallow„a;"'1edu frtV,.. setbac"it"' 7 o4PM Appeal Nit 20164146; of 61.9 TeetitiOIi is als`o requested<4ror§240 t .S, 32�, ,J_ • ndepe drece la aerLL -�in $pedal c¢¢ring Ste der atofin'dusf fal'zones ttt epp, (p independence Place LLC r b Inds en a�d,e tacec gee s b cy1,ap fo " is qu ed T e properly3iis(Oca(edt939 Ma y Du`IY �e,tl nIS .;v ,,,- cons 'ct a three sto..:.. .rt t t ' meat;sjiu din consists .of a, roxtm.pa... t MA shown onTAssessor s Map 332-1as t 3 �C , 4 1 Pi Yf the Industrial(INDP District and the Groundwate GP arrd Wellhead.•.i 3a,3.1 +square:feet a nteini is twenty ninez 1 WP)Prote'cila t0veila}(Dist acts_-t; .."t+" '14. ? • lw o-bedrodm-apartments i--- Assouated; k,.,� _ These�pu6 is hearings will De held at the Ba 'le T�fif67r•: i parrlil�ngt a ccess/egresyl ndscapih9 ana'% IMa p' tree iyandis_MA Hearing ROOrft(uc d t iiS 2 1 other site improvemen'is are alsotproposed - Wedpesda'� Decgmbet 14 2016 PIansArant apph ons,frta a 8 1,: • Pfe E:§24�23Offi'(aj kit 1Slitiurested'A` ale he)ZO�llhbxBoard of•A`ppeals Office Gro f ern 4., from tiie mekOval rega re7.rj_,jogapatt-r, Departrri own pfJ s BOO in7Stre�e Hyan ivit cep hatc smerits lrg240411 )(9Z(a)'041011le U1r'e at r."" )} y r5t000�sq�iotar�ea ertin 4ffoY`alloNl �tigltsr -e ft i'' d t,l 4 75 rip B' tAPp an'd§240s,4 A(R)(g)i whicNretil`i resa tro = The Barris to P2VIOt < v lysgltabtgacc o preegtl ss g10,02bllailOg:•, Noveintt,tv,..,..—ember 2 21n6 ., height toil low a reduced front yarr{sethack - - lot62Ty9'..feetRelief is'also;1-equested froip- . § 93(F)-&-240-2(F)_SpecialScieen . €ing:Standardsl rindusdaLYones;rtaperrriIQ • rt;app qxt ae) 4yfootr,side[rearyard:;r vegetatedtibirzerrwbere a:30 fodtbuffeicis4 require.,..e:fpro ewrty oca�e,,,a93..: lacy�Un3Road yaiLea A74 showri+• clodAssessor' apt337.ragr.Parcelati%IittWis ' ioha"iee InItha4lridustnalniND)District'and the• rpweferi(GP)and Wellhead Pm(e'cil°.,LT`Ovvefiay+bigh.j4 ,,, • T'eye,u ,(iearlpgswiit beheld af;the'.� ' • �. P° ble Tbva imp,ttoos,StreQt,�; l card R bca .Afi'the� . r 30o K esda ;December l4 2Q16r I , e .be . e 4tewe a• BARNSTABLE REGISTRY OF DEEDS i.,-Ort rig card A eats Otaceegfo e e - , n . sees John F. Meade, Register rot, gx,,�l wis, .. , . Base �cei,Cha ...4 nl_'•Boa ol4pPeela„ a`t'} an a gliTatrio, 3 N•, •mb 25andiDecerrtribee ;2Q16 , tee,.. dam la+,F.42 , .,„ , , Town of Barnstable Growth Management Department Decision Appeal 2016-046—Independence Place LLC 6. A minimum of 48 on-site parking spaces shall be maintained. 7. Dumpsters shall be fenced and screen in accordance with all Health Division regulations. 8. The development shall be connected to Town sewer. 9. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the development. The rights authorized by this variance must be exercised within one year, unless extended. The Board voted to grant the requested variance with conditions as follows: AYE: Spencer Aaltonen, Herbert Bodensiek, Matthew Levesque and David A. Hirsch NAY: Brian Florence felt that the Petitioner could comply with the Ordinance without the need for a variance. He also felt that the Petitioner should have had the Inclusionary zoning requirements decided prior to the hearing. Ordered Variance No. 2016-046 to allow the construction of a three story apartment building with 29 units with relief from dimensional requirements and special screening standards is granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town CI-rk. -44 Ale 474,o akis, V ce Chair Date Signe I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this O " day of i �. 20 1/ I under the pains and penalties of perjury. cAdiel--Y1‹.JP,eale„, Ann Quirk, TownS.4g,4c ,3* YH€'-0 `‘tl •e. ••y �% .. , • • ` rt • _ °- :14ti > �E BAR g NS tAJ3LE i • '! A• ••°\ 'Li O r;t) MA( ' ;�* ;. 4 I ' • Town of Barnstable Growth Management Department Decision Appeal 2016-046—Independence Place LLC b. Relief is granted from §240-21(A)(9)(d), which requires a front yard setback of three times the building height to allow a reduced front yard setback of 62.9 feet. c. Relief granted from §240-33(F) & 240-32(F), Special Screening Standards in Industrial zones, to permit an approximately 14 foot side/rear yard vegetated buffer where a 30 foot buffer is required. 2. The development shall be completed substantially in conformance with the following: a. The site plans entitled "Carriage House Apartments, 939 Mary Dunn Road" dated (last revised) November 11, 2016 drawn and stamped by Baxter Nye Engineering & Surveying, 4 sheets; b. The elevations and floor plans entitled "The Keller Company, Carriage House Apartments" dated November 10, 2016 drawn by Brown, Lindquist, Fenuccio & Raber Architects, Inc., 5 sheets; c. The landscape plan entitled "Carriage House Apartments, 939 Mary Dunn Road" dated November 21, 2016, and as finally approved by the Growth Management Department Director. 3. The conditions of the September 6, 2016 Site Plan.Review letter is hereby incorporated as conditions of this Special Permit. 4. The Developer shall fulfill the obligation set out by Chapter 9, Article 1 for the provision of three affordable housing units on site or at the Developers option, and only if approved by the- appropriate entities at the Town, via an alternative methodology. a. Any affordable unit created to fulfill the obligations of said Chapter shall comply with the following: i. Units shall be qualified affordable units to tenants with qualifying incomes as defined by the U.S. Department of Housing and Urban Development, as defined by Chapter 9, Article 1. ii. Such residential dwelling units shall remain affordable in perpetuity and shall provide a deed restriction, regulatory agreement and monitoring agreement and similar documentation as may be required by and approved by the Barnstable Town Attorney. iii. The Developer shall record a deed restriction, in form and content approved by the Town Attorney, assuring that the affordable units will remain dedicated as such in perpetuity and that they are protected in the event of a foreclosure from loss of their affordable status. iv. The Applicant shall prepare a Regulatory Agreement and Monitoring Services Agreement in a form and content as approved by the Town Attorney. Said Agreements shall be recorded at the Barnstable County Registry of Deeds prior to the issuance of any building permits, if required. v. The Developer shall retain a monitoring agent for this development. The • monitoring agent shall provide an annual report to the Zoning Board demonstrating the development is in compliance with the affordable housing restrictions of this decision and of Chapter 9, Article 1. vi. All costs associated with monitoring for consistency with the Regulatory Agreement shall be borne by the Applicant. 5. The rental units on the property shall be registered with the Building and Health Divisions as required. 3 • Town of Barnstable Growth Management Department Decision , Appeal 2016-046—Independence Place LLC The Petitioner is also required to maintain or plant landscape buffers around the perimeter of the property. There appears to be natural vegetation intact along Independence Drive, along with the side property lines. The frontage along Mary Dunn.Road has been cleared of vegetation, likely in connection with work in the utility easement. The Petitioner is proposing to maintain existing vegetation around the perimeter of the lot and supplement with a variety of trees and foundation shrub plantings. The frontage along Mary Dunn is proposed to be planted with a "tall grass meadow" and lawn; presumably the Petitioner is looking to avoid installing extensive landscaping plantings within the easement that may be subject to removal in the future. Board members deciding this appeal were Brian Florence, Spencer Aaltonen, Herbert Bodensiek, Matthew Levesque and David A. Hirsch. The hearing was opened on December 14, 2016 with Attorney Liza Cox, Engineer Matthew Eddy, and hiteet Kurt Raben-representing the rctitioner. Also-in-attendancer, the Petitioner. Attorney Liza Cox reviewed the proposed project and described the uniqueness of the lot as being long and narrow and therefore difficult to meet the setback requirements of the ordinance. Attorney Cox stated the use is allowed; sewer is available, there are no environmental concerns, and is not detrimental to the neighborhood. She also stated that literal enforcement of the Ordinance would negatively alter and reduce the project and therefore would cause financial hardship. Attorney Cox also stated her client will comply with the Inclusionary Housing requirements but details of that compliance have not been established. The Board Chair requested public comment. No testimony was given. Findings of Fact At the hearing on December 14, 2016, the Board voted and made the following finds of fact in Variance No. 2016-046, a request for the construction of a three story apartment building consisting of approximately 39,312 square feet, containing 29 two-bedroom units. 1. Owing to circumstances related to soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located; 2. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner; and 3. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The Board voted to accept the findings as follows: AYE: Spencer Aaltonen, Herbert Bodensiek, Matthew Levesque and David A. Hirsch NAY: Brian Florence felt that the Petitioner could comply with the Ordinance without the need for a variance. He also felt that the Petitioner should have had the Inclusionary zoning requirements decided prior to the hearing. Decision 1. Variance No. 2016-046 is granted to Independence Place, LLC (the Developer)for the construction of an approximately 39,320 sq.ft, 29-unit, three-story apartment building; relief is provided as follows: a. Per§240-33(A).(1)(a), relief is granted from, the dimensional requirements for apartments in §240-21(A)(9)(a), which requires 5,000 sq.ft lot area per unit to allow 29 units on the 2.43 acre lot; • 2 Bk 30331 P° 184- 10553 03-n3-2017 a 01 = 4-Sp> • Town of Barnstable Zoning Board of Appeals Decision and Notice .. Variance No. 2016-046 -Independence Place, LLC � .� Sections 240-21(A)(9)(a) & (d) and Section 240-33(F) To construct a 29-unit apartment building Summary: Granted with Conditions Petitioner: Independence Place, LLC Property Address: 939 Mary Dunn Road, Hyannis Assessor's Map/Parcel: 332/013 L�?' Property Owner: R.K. Corson Property Trust _ Zoning District: IND Industrial District Hearing Dates: December 14, 2016 Recording Information: Deed Book 9980 Page 322 Plan 416/83 Background Independence Place LLC is petitioning for variances to construct a three-story apartment building consisting of approximately 39,312 square feet, containing twenty-nine two-bedroom apartments units. Associated parking, access/egress, landscaping and other site improvements are also proposed. Per §240-33(A)(1)(a), relief is requested from the dimensional requirements for apartments in §240-21(A)(9)(a), which requires 5,000 sq.ft lot area per unit to allow 29 units; and §240-21(A)(9)(d), which requires a front yard setback of three times the building height to allow a reduced front yard setback of 62.9 feet. Relief is also requested from §240-33(F) & 240-32(F), Special Screening Standards in Industrial zones, to permit an approximately 14 foot side/rear yard vegetated buffer where a 30 foot buffer is required. The property is located at 939 Mary Dunn Road, Hyannis, MA as shown on Assessor's Map 332 as Parcel 013. It is located in the Industrial (IND) District and the Groundwater(GP) and Wellhead(WP) Protection Overlay Districts. The subject property is a 2.43 acre lot at the corner of Independence Drive and Mary Dunn Road. The lot is currently improved with an abandoned foundation. The property is zoned IND Industrial District and is in both the Groundwater and Wellhead Protection Overlay Districts. The lot is impacted by an electric easement containing overhead utility lines adjacent and running parallel to Mary Dunn Road. Abutting the property to the north is a church and to the west is the Village Green apartment development. Proposal & Hearing Summary The Petitioner seeks to construct a 39,312 square foot multi-family apartment building containing 29 two-bedroom units. The Petitioner has indicated the units will be offered as rentals. The proposed three-story structure includes a centralized access with internal corridors, an elevator and storage areas. Each two-bedroom unit is approximately 1,010 sq.ft and has an exterior balcony or at-grade patio. The exterior of the building includes a variety of styles of siding, which in combination with the balconies and entrance canopies, break up the building's mass and form. The building is 32 feet in height, plus a three foot parapet to screen rooftop electrical equipment. Forty-eight on-site parking spaces are provided to serve the apartments. Two access driveways are provided: one full driveway on Mary Dunn Road and one exit-only access on Independence Drive, which has a center median. The development will be connected to Town sewer. The proposed project is subject to the inclusionary zoning requirements of Chapter 9, Article I — Inclusionary Affordable Housing Requirements. Under the ordinance, the developer is responsible for the provision of three deed-restricted affordable units (10% of the units constructed). Mckechnie, Robert From: Shea, Sally Sent: Monday,July 17, 2017 1:16 PM To: Mckechnie, Robert Subject: FW:Carriage House Apartments- Mary Dunn Road Attachments: 2015-053 ZBA filing Set 2016-11-10.pdf; Mary Dunn ZBA Decision - recorded.PDF fyi Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 From: Shea, Sally Sent: Friday, July 14, 2017 3:19 PM To: Lauzon, Jeffrey; Anderson, Robin • Subject: FW: Carriage House Apartments- Mary Dunn Road For Your Information. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. • 508-862-4031 From: Matthew Eddy [mailto:meddy@abaxter-nye.com] Sent: Thursday, July 13, 2017 5:51 PM To: Jenkins, Elizabeth; Eliza Cox Cc: pbeaudoinPstateside1.com; Shea, Sally Subject: Carriage House Apartments- Mary Dunn Road • Hi Elizabeth and Liza: Stateside Construction is attempting to get the Building Permit for the Carriage House Apartments project. As part of the Building Dept. review they are requiring Stateside to submit the Site Plan as approved by ZBA. I've just noted the ZBA Variance Decision incorrectly calls out our Site Plan date as 11/11/17 where the date of the plans is actually 11/10/16 as submitted and approved by ZBA(there were 4 sheets submitted—I've attached copies of the submitted plans and ZBA decision). I've also copied hereon Peter Beaudoin of Stateside and Sally Shea at the Building Dept. Elizabeth I'm hoping you can easily clarify this to Building. Please let me know if you can assist and if you need anything further from me. Thanks Matt . Matthew Eddy, P.E. Managing Partner 1 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Monday,July 10, 2017 9:20 AM To: 'allentosches@comcast.net Subject: FW:application for 939 Mary Dunn Road, Barnstable I am resending this because of a typo in the 1st email address. From: Mckechnie, Robert Sent: Monday,July 10, 2017 9:18 AM To: 'allentosches@comcast.com' Subject: application for 939 Mary Dunn Road, Barnstable Good morning Mr.Tosches, The plans that were submitted with your application do not match those reviewed by Site Plan Review and the Zoning Board of Appeals. When a specific plan date is referenced on a decision,that plan becomes the approved plan and must be submitted with the permit application and followed during site development and construction. Also,the following items need to be clarified: � 48 Parking spaces are required and only 46 shown on plans. r""-%sse� 2.) 2 Handicap accessible apartments are required. Only one is shown on the plans. 3.) No affordable rental units are identified on the plans as required by the decision (3 required). _ATM) landscape plan was submitted with the package. This is required. r vz, 1 Ole- Please submit the correct information so that I can continue to review your application and process the permit. Please contact me if you have any questions, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 O Q n� /34_,c r,r e��l�,v_ /o z 6 6 1r4 1 • Mckechnie, Robert From: Allen Tosches <allentosches@comcast.net> Sent: Wednesday,July 19, 2017 1:41 PM To: Mckechnie, Robert Cc: Peter Beaudoin; Brad Diver Subject: 939 Mary Dunn Rd Hi Mr McKechnie I just dropped off the last 2 drawings you requested.(2 HC units and 3 affordable units locations). I believe you now have all the documents required. Please inform me when the permit is available. Thanks Allen Sent from my iPhone Allen Tosches Stateside Construction Group Project Superintendent Cell: 508-294-4438 • zruttL? Eliza Z.Cox Direct Line: (508)790-5431 (A-(24 S 18 Fax: (508)771-8079 `ry E-mail: ecox@nutter.com _ March 3, 2017 #101433-18 Carol Puckett, Clerk Paul Roma, Building Commissioner Town of Barnstable Zoning Board of Appeals Town of Barnstable 200 Main Street 200 Main Street Hyannis, MA 02601 Hyannis, MA 02601 Re: Independence Place, LLC Special Permit—Appeal No. 2016-046 Dear Carol and Paul: Enclosed for your file please find a copy of the Barnstable Zoning Board of Appeals' decision for the above-referenced matter that has been recorded at the Barnstable County Registry of Deeds in Book 30331, Page 184. Thank you very much. V ry truly yours, tD Eliza Z. Cox ' EZ C:cam Enclosure cc: Keller Companies (w/encl.) R. K. Corson Property Trust (w/encl.) �. co r-- rn 3498977.1 Nutter McClennen & Fish LLP,/ 1471 lyannough Rd, P.O. Box 1630 / Hyannis, MA 02601 / T: 508.790.5400 / nutter.com • Y' �'1a Mckechnie, Robert From: Frank Pulsifer <FPulsifer@barnstablefire.org> Sent: Monday,July 24, 2017 10:51 AM To: Mckechnie,Robert; Rick Pfautz Subject: RE:939 Mary Dunn Road, Carriage House Apartments Hi Bob: Please issue the building permit and we will follow up with the GC relative to the fire protection review. Either Deputy Pfautz or I will reach out if we have any concerns. Thanks, Frank From: Mckechnie, Robert [mailto:Robert.McKechnie(atown.barnstable.ma.us] Sent: Friday,July 21, 2017 4:02 PM --To: Peter Burke; Frank Pulsifer; Rick Pfautz Subject: RE: 939 Mary Dunn Road, Carriage House Apartments Gentlemen, So, does this mean that you are ok with the issue of a building permit for this project? I am OK with all of the building code requirements,and will wait for your reply to issue. Thanks, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: Peter Burke [mailto:PBurkeftbarnstablefire.orq] Sent: Thursday, July 20, 2017 11:36 AM To: Pulsifer, Frank; Rick Pfautz Cc: Mckechnie, Robert Subject: RE: 939 Mary Dunn Road, Carriage House Apartments Good Morning, We just received the fire protection narrative and are reviewing as we speak.We are ok with the site plan and layout. Only looking at fire protection issues now. c - From: Frank Pulsifer Sent:Thursday,July 20, 2017 11:34 AM To: Peter Burke<PBurke@barnstablefire.org>; Rick Pfautz<RPfautz@barnstablefire.org> Subject: FW:939 Mary Dunn Road,Carriage House Apartments Deputy(s): Do you know where this project stands? Please let me know and respond back to Bob. Thanks From: Mckechnie, Robert [mailto:Robert.McKechnie@town.barnstable.ma.us] Sent:Thursday, July 20, 2017 10:22 AM To: Frank Pulsifer Subject: 939 Mary Dunn Road, Carriage House Apartments Good Morning Frank, Could you tell me if you reviewed and approved this project? I couldn't find any emails that would give us the OK. Thanks, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 • • • ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map3�J 2 Parcel 01 5 Application #Z - 1 lG`L PP j Health Division Date Issued 07(2 `f/1 7 Conservation Division ,c� Application Fee Planning Dept.' Permit Fee ' / 7/ r Date Definitive Plan Approved by Planning Board /2/i s// 6 / 1,4160 Historic - OKH Preservation/ Hyannis / / d � Project Street Address ?39 Mmr y Dv.A A.. jai Village - jtQn15Ti-5Lg Owner -7--4DEPEJJOEWC PLAGE L-LC.. Address P136 1, YA-AJA/0U(ohf i,i), 1-fyA.4115 Telephone 50$ 375 - 9300 -Permit Request Cot'.r,*vcrioA) of o4 AlE0 Fiz��„s'r 0iv(o '77 c' smiJ Y 51-P6, TO /NCLuD E Z-9 fliao bFI2I0OM U I'TS . tnJop (Ai Cr_uDE c S'ir - De vF.LOPMeA M7 w►.PcoU-E -c5i. For 3LDj 61+Ct t, Oi L,Y m Square feet: 1st floor: existing proposed !p(,0 2nd floor: x s ng proposed /3,4i Z Total new 11 1,9I Zoning District Z04E' )f; Flood Plain Groundwater Overlay Project Valuation' Li , 8 81,50OConstruction Type AEW- IuL-T+ -UNIT Q=siDewiwL Lot Size /05 9 51 Grandfathered: ❑Yes ❑ No Ifyes, attach supporting documentation. f Pp 9 Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) 7,-9 Age of Existing Structure a JA Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes (II,No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ;u/A Basement Finished Area (sq.ft.) N/A Basement Unfinished Area (sq.ft) NI/A Number of Baths: Full: existing new 58 Half: existing new 0 Number of Bedrooms: 2/7- existing&new 10, y Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: i" Gas ❑Oil ❑ Electric ❑ Other Central Air: 0 Yes ❑ No Fireplaces: Existing New .9/k Existing wood/coal stove: ❑Yes Cd No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization cii Appeal # '2 0 f(2- OW(o Recorded U. Commercial 41 Yes ❑ No If yes, site plan review#A 004 — I to JUN 22 2011 Current Use �hchaT Lo= Proposed Use ? s%Oe-,YT�n��i�►nF.:O,r. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) A - Name Ati, j 1 ' 1site-S Tel phone Number 500 -294 _4458 Address 2'6''4 �Pv7' _204k la Lic)nse# C 0 5.7 2O 13 An 14 514 DL61 " A 4 �/® Home Improvement contractor# t Email ALv t.ag?43b-sei eenicAs7 , bier Worker's Compensation # Die V 8- 1Qo'I M B*8 II ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T B.b d'd WAs7E fr191/AK '►aj" a Al isfi?fE GUAM Co. SIGNATURE 4 / ' j '"e. DATE 6/2!/t? I • FOR OFFICIAL USE ONLY APPLICATION # • - DATE ISSUED z , MAP/ PARCEL NO. ADDRESS VILLAGE OWNER • DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT • ASSOCIATION PLAN NO. Town of Barnstable Building j '° dos his Cartl So ha i V.i i h m k h 4�A ' rove Plans Must be Retained on,o and�this Card,Must be Ke t �. t at s s b e Fro t o Street pp •p ! flAA`NSTAZ3C a .�%.. -hip - : •a Posted<Untii Final ins ection as l3een Mate Ir • � z63¢ _ �• _: per ;_ z?: �� � Permit °° � Where,`a Certficate:o#Occ anc �i Re uiredsuch 8uildin shall Not be Occupied, until a�Final Ins ection has.been-.mad This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing � � 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lmmg is�nctalled s ti 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy F Where applicable,separate permits are required for Electrical,Plumbing and Mechanical Installations A Work shall not proceed until the Inspector has approved the various stales ofco siruct one 1 "Persons contracting with unregistered contractors do not have access to th�e�guaranty fund (as sett forth in MGL c.142A). Building plans are to be ava labie on site " All Permit Cards are the prop rty 1. of Ahe APPLICANT-ISSUED RECIPIENT 4714 6 �� ' Town of Barnstable Bii1�C� n E .,�'�1 �' s� :. ',^� `�' •s 3�': �'.: r �5 �f�i��" 2', t T.. 'av '.": ''�`A.s�.::' ,e � a� '� t �ost'?'hisCardo.'fhat��taskU�sible�Frorr�ahe,S#reet=-°A roved.Plans�Must�lyeRetamed:onJob and this Car=d:M.ust,be Ke t � �`�_ „).,5! :E. c f ca, ;„,, '_�,' v' ,. z , pp�, ,a, rt Ui t " 4\ 1 i s �. .€ ;. �p ,: jyo� .Posted-UntilrFinai Insn`ection Has BeeriMade �. � R . Where a<Certificate of Occu an ,asRe u�red suc�hBmldm Esh:it,--,','.,l ot be occu ieduntil . Finl lns ectionhas:beenmade r :• ��11�Permit No. B-17-1942 Applicant Name ALLEN LTOSCHES Approvals Date Issued: 07/24/2017 Current Use: Structure PMs�v�� Z Permit Type: Building-New Construction-Multi-Family Expiration Date: 01/24/2018 Foundation: p}opc i Residential Map/Lot 332-013 _ Zoning District: IND Sheathing. ,z.# I�� � • I Location: 939 MARY DUNN ROAD,BARNSTABLE ��� S# YEA Contractor Name ALLEN L TOSCHES Framing: 1 �:d o - Owner on Record: CORSON RODNEY K&JANET TRS �� g -,t Contractor license CS-057208 2i_1a>� Address: 44 QUAIL RD �. 4.a �. .� „4 Est Protect Cost: $4,881,500.00 Chimney: OSTERVILLE,MA 02655 t Permit fee:L. �� F E $44,571.65 Insulation:i Description: CONSTRUCTION OF ONE NEW FREE STANDING THREE STORY v z7 r�kx�+c K Fee Paadb $44,571.65 �rs�F-r BUILDING,TO INCLUDE 29 TWO BEDROOM UNITS WORK INCLUDES SITE DEVELOPMENT AND IMPROVEMENTS. FORBUIIDING SHELL � Final Date 7/24/2017 ONLY 11 �iiJI :Ju Plumbing/Gas as �ti `` �` // Plumbing/Gas z Rough Plumbing: PUT CONTRACTOR IN SYSTEM ONCE APPLICATI®N HAS BEEN _,-.i - °� � Building Official COMPLETED Final Plumbing: Project Review Req: CONSTRUCTION OF ONE NEW FREE STANDINGSTHREE STORY Rough Gas: BUILDING,TO INCLUDE 29 TWO BEDROOM UNITS WORK Final Gas: INCLUDES SITE DEVELOPMENT AND IMPROVEMENTS. FOR ". � BUILDING SHELL ONLY • _ -1 I Electrical Service: PUT CONTRACTOR IN SYSTEM ONCE APPLICATION HAS BEEN Rough: COMPLETED '' Final: Low Voltage Rough: Low Voltage Final: Health Final: • • Fire Department Final: I"ET° Town of Barnstable sARNs ABLE Building Department- 200 Main Street .° �0�p Hyannis, MA 02601 "°` A'Eo.MP Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-1942 CO Issue Date: 7/27/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: elevator in service, corrections complete, ok for full CO Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition i Massachusetts Department of Environmental Protection 100266858 BWP AQ 06 Notification Prior to Construction or Demolition Asbestos Project# �: r Project Revision L ' Project Cancellation r 0 A.Applicability A Construction or Demolition operation of an industrial,commercial,or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP);Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. 1.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied _ residential property of four units or less)? r a.Yes I1 b.No 2.Blanket Permit Project Approval,if applicable: Approval ID# 3.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: Approval ID# Instructions: B. Facility Description 1.All sections of this form must be 1.Facility Information: completed in order to CARRIAGE HOUSE APARTMENTS 939 MARY DUNN ROAD comply with the a.Name of facility b.Street Address Department of Environmental HYANNIS MA 026010000 5083759300 Protection c.City/Town d.State e.Zip Code f.Telephone notification requirements of 310 JOE KELLER WAVER CMR 7.09. g.Facility Contact Person • h.Facility Contact Person Title S 2.Submit Original Form To: 5083759300 JKELLER@JKELLERCO.COM i.Facility Contact Person Telephone j.Facility Contact Person Email Commonwealth of Massachusetts k.Facility Size: . P.O.Box 4062 I Boston,MA 02211 41,911 3 1.Square Feet 2.Number of Floors 1.Was the facilitybuilt prior to 1980? r 1.Yes RI 2.No. MassDEP Use Only. m.Describe the current or prior use of the facility: Date Received N/A n.Is the facility a residential facility?:lJ 1.Yes r 2.No o.If yes,how many units?29 2.Facility Owner: . r Same address as Facility INDEPENDENCE PLACE,LLC 1436 IYANNOUGH RD, a.Facility Owner Name b.Address HYANNIS MA 026010000 5083759300 c:City/Town d.State e.Zip Code f.Telephone 3.Facility On-Site Manager/Owner Representative: r_47,. Same contact person as facility IT Same address as facility r Same address as owner . ALLEN TOSCHES 264 SALTattiliErROCK ROAD • a.On-Site Manager/Owner Representative b.Address . Barnstable MA 02630 . 9787833012 • c.City/Town d.State e.Zip Code f.Telephone - Revised:03/17/2014 Page 1 of 3 / 1 Massachusetts Department of Environmental.Protection 100266858 N) s. BWP AQ 06 Asbestos Project# Ah Notification Prior to Construction or Demolition f Project Revision • r Project Cancellation C. General Project Description 1.This project is: 17 New Construction r Demolition r Renovation 2.Project Dates: 8/1/2017 3/1/2018.. a.Project Start Date(MM/DD/YYYY) b.Project End Date(MM/DD/YYYY) 3.General Contractor: STATESIDE CONSTRUCTION GROUP INC.. 206 ANDOVER STREET SUITE 1 a.Name b.Address ANDOVER MA 018100000 9784752900 c.City/Town d.State e.Zip Code f.Telephone ALLEN TOSCHES 5082944438 g.General Contractors On-site Manager/Foreman h.Telephone 4.Construction or demolition contractor: P Same as General Contractor STATESIDE CONSTRUCTION GROUP INC. 206 ANDOVER STREET SUITE 1 a.Contractor Name b.Address ANDOVER MA 018100000 9784752900 • c.City/Town d.State e.Zip Code f.Telephone ALLEN TOSCHES 5082944438 g.Construction and Demolition On-site Manager h.Telephone 5.Licensed Construction Supervisor: ALLEN L TOSCHES CS-057208 a.Supervisor Name b.Construction Supervisor License(CSL)Number 6.Is the entire facility to be demolished? rl a Yes 11 b.No 7.Describe the ar`ea(s)to be demolished: 8.Describe the building(s)or addition(s)to be constructed: SITE DEVELOPMENT-MULTIFAMILY RESIDENTIAL CONST. 9 a.Were the structure(s)surveyed for the presence of Asbestos-Containing ri 1.Yes rJ 2.•No Material(ACM)? b. Who conducted the survey? 1.Name of Asbestos Inspector 2.DLS Certification# S ' Revised:03/17/2014 . Page 2 of 3 • `' Massachusetts Department of Environmental Protection 100266858 BWP AQ 06 Asbestos Project# ,,,,)\ .., ---1-1 Notification Prior to Construction or Demolition c Project Revision • ri Project Cancellation C. General Project Description (continued) 10 a.Was asbestos containing material(ACM)found? r 1.Yes ri 2.No General b.If ACM was found during the survey,please provide the Asbestos Statement:If Notification Form(ANF)Project Number. asbestos is found during a Construction 11.For demolition and construction projects,indicate dust suppression techniques to be used: or Demolition operation,allriF.; ,Seeding b.Wetting c.Covering 1! d.Paving E., e.Shrouding responsible parties must comply with 310 ri f.Other-Specify: CMR 7.00,7.09,7.15, and Chapter 21 E of the General Laws of 12.Is this an Emergency.Demolition Operation? r a.Yes F7,b.No the Commonwealth. This would include, but would not be c.Name of MassDEP Official who evaluated the emergency limited to,filing an asbestos removal d:Title notification with the Department and/or a notice of e.Date of Authorization(MM/DD/YYYY) f.MassDEP Waiver Number release/threat of release of a D. Certification hazardous substance to the • Department,if "I certify that I have personally BRAD DIVER examined the foregoing and am 1.Print Name familiar with the information BRAD DIVER contained in this document and 2.Authorized Signature all attachments and that,based on my inquiry of those BRAD DIVER individuals immediately 3.Position/Title responsible for obtaining the PROJECT MANAGER information,I believe that the 4.Representing information is true,accurate,and 6/15/2017 complete. I am aware that there 5.Date(MM/DD/YYYY) are significant penalties for submitting false information, including possible fines and 6.P.E# imprisonment.The undersigned hereby states,under the penalties of perjury,that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." • Revised:03/17/2014 Page 3 of 3 • LICENSE OR PERMIT BOND No.602-107023-6 KNOW ALL MEN BY THESE PRESENTS,That we, Stateside Construction Groat.Inc. of 206 Andover Street,Andover, MA 01810 as Principal,and United Sta -s Fire Insurance Company ,a fF Corporation.of 305 Madison Avenue Morristown.NJ 07962 as Surety, are held and firmly bound unto Town of Barnstable . 200 Main Street Hyannis,MA 02601 her einafter called the Obligee, in the penal sum of Three Thousand One Hundred Fifty Two Dollars and No Cents Dollars($3.152.09 ), lawful money of the United States of America to be paid to said Obligee,for which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents. Signed with our hands and seated with our seals this,the 21st day of June A.D. 2017 WHEREAS,a LICENSE or PERMIT has been granted by the Obligee to the above bounden Principal authorizing him as a Building Permit for New Commercial Building Now,therefore,the Condition of this Obligation is such,that if the said Principal shall faithfully observe the provisions of the Laws.Ordinances.and Resolutions,governing the issuance of this License or Permit, then this Obligation shall be null and void,otherwise to remain in full force and effect. • Liability under this bond shall terminate as of the 21st day of June , 2018 as to any acts subsequent thereto,unless said bond is continuad in force from year to year by the issuance of a continuation certificate signed by the Surety. The Surety may cancel this bond at any time by filing with the Obligee thirty (30) days written notice of its desire to be relieved of liability. The Surety shall not be discharged from any liability already accrued under this bond,or which shall accrue hereunder before the expiration .; i•eJ irty day period. Statesid onstruction Group,In U Rectory- ire Insurance Com•an 1111Millrels'N By. By:_. _. et Sylvanna Geha Attorney-in-Fact • asaAvila ti • POWER OF ATTORNEY UNITED STATES FIRE INSURANCE COMPANY PRINCIPAL OFFICE-MORRiSI"OWN,NEW JERSEY KNOW ALL MEN BY THESE PRESENTS:That United States Fire insurance Company,a corporation duly organized and existing under the laws of the state of Delaware,has made,constituted and appointed,and does hereby make,constitute and appoint Sylvanna Geha each,its true and lawful Attorney-In-Fact,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver. My and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require,and to bind United States Fire Insurance Company thereby as fully and to the same extant as itsuch bonds or undertakings had been duly executed and acknowledged by the regularly elected officers of United States Fire Insurance Company at its principal office,in amounts or penalties not exceeding:Seven Million,Five Hundred Thousand Dollars(57,500,000). This Power of Attorney limits the act of those named therein to the bonds and undertakings specifically named therein,and they have no authority to bind United States Fire insurance Company except in the manner and to the extent therein stated. Surety Bond No.: 602-107023-6 Principal:Stateside Construction Group,Inc. Obligee:Town of Barnstable This Power of Attorney revokes all previous Powers of Attorney issued on behalf of the Attorneys-In-Fact named above and expires on March 25,2019. This Power of Attorney is granted pursuant to Article IV of the By-Laws of United States Fire Insurance Company as now in full force and effect,and consistent with Aniek III thereof,which Articles provide,in pertinent part: Article IV,Execution of Instruments-Except as the Board of Directors may authorize by resolution,the Chairman of the Board,President, any Vice-President,any Assistant Vice President,the Secretary,or any Assistant Secretary shall have power on behalf of the Corporation: (a) to execute,affix the corporate seal manually or by facsimile to,acknowledge,verify and deliver any contracts,obligations,instruments and documents whatsoever in connection with its business including,without limiting the foregoing,any bonds,guarantees,undertakings, recognizances.powers of attorney or revocations of any powers of attorney,stipulations,policies of insurance,deeds.leases,mortgages, Muses.satisfactions and agency agreements; (b)to appoint.in writing.one or more persons for any or all of the purposes mentioned in the preceding paragraph(a),including affixing the seat of the Corporation. Article lfl,Officers.Section 3.11,Facsimile Signatures The signature of any officer authorized by the Corporation to sign any bonds, guarantees,undertakings,recognizances,stipulations,powers of attorney or revocations of any powers of attorney and policies of insurance issued by the Corporation may be printed,facsimile,lithographed or otherwise produced. In addition,if and as authorized by the Board of Directors.dividend warrants or checks,or other numerous instruments similar to one another in form. may be signed by the facsimile signature or signatures.lithographed or otherwise produced,of such officer or officers of the Corporation as from time to time may be authorized to sign such instruments on behalf of the Corporation. The Corporation may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Corporation,notwithstanding the fact that he may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF,United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and its corporate seal hereunto affixed this 56 day of August,2015. 0 UNITED STATES FIRE INSURANCE COMPANY P' Fyc<---\ • Anthony It Slimowicz,Senior Vice President State of New Jersey) County of Morris ) On this Sra day ofAugust 2015 before me,a Notary public of the State of New Jersey,came the above named officer of United States Fire Insurance Company, to me personally known to be the individual and officer described herein,and acknowledged that he executed the foregoing instrument and affixed the seal of United States Fire insurance Company thereto by the authority of his office. ` , sONIA SCALA UBUCOFNE 1 "/� NOTARY PUBLIC OF NEW JERSEY //��""��""" MY COMMISSION EXPIRES 3RS/I019 Sonia Scala (Notary Public) I.the undersigned officer of United States Fire Insurance Company,a Delaware corporation,do hereby certify that the original Power of Attorney of which the foregoing is a MI.true and correct copy is still in force and effect and has not been revoked. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of United States Fire insurance Company on the 21st day of June,2017. UNITED STATES FIRE INSURANCE COMPANY \,(43 AI Wright,Senior Vice President 1 OW lbs. Town of Barnstable 'wss',: �' Regulatory Services s Richard V.Scali,Director t6j9. ,�,�� Building Division Tom Perry,Building Commissioner , 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I `gorii)4 y ag,,,,,) ,as Owner of the subject property hereby authorize Stateside Construction Group,Inc to act on my behalf, in all matters relative to work authorized by this building penult application for: Unit 100 Independence Drive,Hyannis,MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is insta/ itlled and all final insp s are performed and accepted. // Si e of Owner Signature of Ap •cant Rdney Car5en /1:C4/§N 1 Cde,S ii;c5 Print Name / Print Name Z Date . The Commonwealth of Massachusetts c• • Department of Industrial Accidents IP r.., Office of Investigations _ 600 Washington Street • '_ ����- � Boston,MA 02111 ' �..� www mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Stateside Construction Group, Inc. Address: 206 Andover Street, Suite 1 City/State/Zip: Andover, MA 01810 Phone#: 978-475-2900 Are you an employer?Check the appropriate box: Type of project(required): i I am a employer with /8 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' co insurance.: 9. Building addition [No workers'comp.insurance comp. 10. Electrical repairs 5. We are a corporation and its or additions g officers have exercised their 11. Plumbing repairs or additions 3. I am a homeowner doin all work myself.[No workers'comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152,:§1(4),and we have no employees.[No workers' 13: . Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. • t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Travelers Indemnity Co of America Policy#or Self-ins.Lic.#: DTEUB-1407M84-8-17 Expiration Date: 4/5/18 Job Site Address: 939 Yi3f y Dunn goAD City/State/Zip: H LJA,1,JI S,t M A ©.2-(a®1 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do he by certify under the pal d penalties of perjuty that th information provided above is true and correct Phone#: 978-475-2900 M / Ss A4 `��' /i Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): • I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 k. . 0 AeaRRv� CERTIFICATE OF LIABILITY INSURANCE DATE"""'°""""' 4/4/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED S REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poticy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTimam Janet Sweeney, CIC, CPCG Burgin, Platner, Hurley Insurance Agency, LLC w .a=rtr. (617)691-2628 I Ea itok 16171 77 3-862 6 14 Franklin St. IL jADDRESS: e2®bphins,com INSURERS)AFFORDING COVERAGE NAIC 8 Quincy MA 02169 eisuiamA?rravelers Property Casualty 25682 1eum WBURERB:Travelers Indemnity of CT Stateside Construction Group, Inc. INBURERc:The North River Insurance 206 Andover Street Suite 1 INSURERD: INSURER E: Andover MA 01810 INSURER F: _ COVERAGES CERTIFICATE NUMBER:2017-201B Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I►OR ADDLWUDR ' POLICY EFF POLICY EXP LTµ TYPE OF INSURANCE UISR YYVD POLICY NL�4Bpj IMMI0O1YYYY1 IIWIDDIYYYYl LASTS GENERLUABIUTY Y Y CO-350P8911 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENT83 8 wdaERCIAI GENERAL 31UT PREIRSEELEEkceacencel $ 300,000 A CLAIMS-MADE El OCCUR 4/5/2017 4/5/2018 NIEDEXP(Any One semen) S 5,000 — PETtSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE 8 2,000,000 GEM.AGGREGATE� UIBTAPPLIES PER PRODUCTS-�/OP AGO 4 2,000,000 —1 POUCY J n LOC $ AUTOMOBILE UABILITY y y BA-63888348 53MBIN SINGLE LIMIT 's 1,000,000 B _ ANY AUTO BODILY INJURY(Per person) $ • NEE —SCHEDULED4/5/2017 4/5/2018 Kota INJURY(PeraWt) $ AUTOS AUTOS R HIRED AUTOS $ p NON-OWNED PROPERTY DAMAGE _ I s X UMBRELLA UAB I AL Oµ Y Y CUP-038E4 EACH OCCURRENCE $ 5,000,000 A EXCESS LAB Im 585 CLAIMS-MADE AGGREGATE $ 5,000,000 DED 'x RETENTIQNS 10,000 4/5/2017 4/5/2018 I $ B KoAND s Y D8-1407Er848 I I TOY P s rot ANY PROPRIETOR/PARTNER/EXECUTIVE UABILITY Y1N El.EACH ACCIDENT $ 1,000,000 Or-FICERIMEMBERF.7(CLUDED7 N❑ NIA 4/5/203.7 4/5/2010(Mandatory In NM) EL DISEASE-EA EMPLOYEE E 1,000,0 00 If yes describe under DESCRIPTION OF OPERATIONS bab„ EL DISEASE-POLICY LIMY $ 1,000,000 5228007075 4/5/2017 4/5/2018 EL occurrence 5,000,000 C Exoees Liability Y Y Aairegute 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I V@OCLEB(Mesh ACORD 101,AddfUond Remarks Schedule,If more space Is required) General Certificate CERTIFICATE HOLDER CANCELLATION IIJSHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sample ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZEDREPRESENTATIVE R Haase, CIC CISR CPI C r�N /r� ACORD 2S(2010/OS) 0 1988-2010 ACORD CORPORATION. All rights reserved. INS025(mem Di The affirm mama anal Irian era renlatare,I marks a,f ar:ARrT r • TRAVELER WORKERS COMPENSATION ONE TOWER sOURRB AND ®srsoan, Cr 061e3 EMPLOYERS LIABILITY POLICY TYPE:V INFORMATION PAGE WC 00:00 01 ( A) POLICY NUMBER: (DTEUB-14071484-8-17) RENEWAL OF (DTNtB-1407M84-8-16) INSURER: THE TRAVELERS:INDEM[PITY COMPANY OF CONNECTICOT 1 NCCI CO CODE: 12637 INSURED: PRODUCER: STATESIDE CONSTRUCTION GROUP, BURGIN PLAINER BURLEY INC. 14 FRANKLIN.ST 206 ANDOVER STREET QUINCY HA 02169 SUITE, 1 ANDOVER MA 01810 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s)attached. 2. The policy period is from 04-05-17 to 04-05-18 12:01 A.M.at the Insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s)listed here: • MA NB B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work-in each state listed In item 3A. The limits of our liability under Part Two are: Bodily Injury.by Accident: $ 1000000 Each Accident Bodily Injury by Disease: $ 1000000 policy Limit Bodily Injury by Disease: $ 1000000 Each.Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states,if any,listed here: AL AR AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA ND ME MI Mtn NO NS NT NC NE NJ NM NV NY OK OR PA RI SC SD TN TX UT VA VT WII if f D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans.All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 04-06-17 RE OFFICE: QUAKY/AET-BOSTNA 307 DIRECT BILL PRODUCER: BURGIN PLATNER HURLEY HF401 • Cdi PDF created with pdfFactory trial version www.pdffactorv.com • • f f"1 Massachusetts Department of Public Safety gig, Board of Building Regulations and Standards License:CS-057208 r Construction Supervisor e;rw ALLEN L TOSCHES` 264 SALT LAKE ROCfCWD BARNSTABLE MA 026301 Expiration: Commissioner 09130/2017 • • • • Initial Construction Control Document 0 . '''cly To be submitted with the buildingpermit application�� PPi by a - Registered Design Professional ` o for work per the 8th edition of the r N Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Carriage House Apartments,Barnstable,MA Date6/2/17 Property Address: 939 Mary Dunn Road,Barnstable,MA • Project:. Check(x)one or both as applicable: (X)New construction L j Existing Construction Project description:New 29 unit Apartment Complex: I, Matthew Eddy, MA Registration Number: 43183 Expiration date. 6/30/2018 am a r'egrslei•ed design and I have reared or directlysupervised the preparation of al l p p p p p • ll design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other: Civil-Site Engineering for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted • engineering practices for the proposed project I understand and agree that I(ormy designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings,:samples and other submittals by the. contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. . 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code: Nothing in this document relieves the contractor of its responsibility, regarding the provisions of 780 CMR 107 When required by the building official,1 shall submit field/progress reports(see item 3.):together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final.Construction Control Document'. Enter ni the space to the right a"wet"or %‘ ccIA OF qC electronic signature and seal: tiG ,..� Mn�HEw ,t O }EDDY g CIVIL VIL N r ' .0 a No;43183 . Phone number:508-771-7502 Email: meddv(�baster-nve.com • • o,,eto►s.reck \+��; FssioNAL 0- Building Official Use Only • Building Official Name: Permit No.: Date: I .Note 1.Indicate with an.'x'project design plans,computations and specifications that you prepared or directly supervised.if`other'is chosen, provide a description: Version 06.11 2013: . g Initial Construction Control Document ,. • �. u fl To be submitted with the building permit application by a Registered Design Professional 4 ii,t i for work per the 8th edition of the weMassachusetts State Building Code, 780 CMR, Section 107 A. Project Title: Carriage House Apartments Date: June 12,2017 Property Address: 939 Mary Dunn Road,Hyannis,MA Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:A 29 Unit Apartment Building j I Robert A. Schaefer MA Registration Number: 10791 Expiration date:08/31/17 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concemingt: X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and:that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary • professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. � Digitally signed t�s o. kby RobertEnter in the space to the right a"wet"or ,,,, „,electronic signature and seal.• g :�1Ai ��'1 Schaefer ''4 4` ° ' r -Date::2017.06.12 4`'" ; 16:19:51 -04'00' Phone number: (603)497-3405 Email:.rasarch@comcast.net Building Official Use Only filBuilding Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06.11 2013 r Initial Construction Control Document WI fi To be submitted with the building permit application by a \aI �l Registered Design Professional �` for work per the 8th edition of the 1 ^►..*„. Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Apartments Date:6/13/17 Property Address: 939 Mary Dunn Road,Hyannis,Ma. Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:Apartment Building I Jeffrey S.Nawrocki,MA Registration Number:34168. Expiration date:6/30/17 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and:that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project I understand and agree that I(or my designee)shall perform the necessary ii) professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the. contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107: When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'.. IA Enter in the space to the right a"wet"or Digitally signed electronic signature and seal: of i gn by Jeffrey S. ..,P'` ' Nawrocki ff.\ JEFFR:47 s T. - I VaV.Vrod\�1 NAWR. KI w . � STRUCTURAL - .. )ate: 2017.06:13, � "°3°'" Phone number: 603-433-8639 Ex.206 Email: Jeff@jsneng.com jr; , yo,���unt0,�. 16:44:0, -04 00 %a I/ tit Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06.11 2013 , Initial Construction Control Document UJ• '� -g To be submitted with the building permit application by a g 0 Registered Design Professional �: for work per the 8 th � edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description:New construction of a three story 29 unit residential building. I,Mohammed Zade,MA Registration Number:27233 Expiration date:6/30/2018, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural X _ Mechanical(PLUMBING) Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: ill 1. Review, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents: 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable: 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Construction Control Document'. 400 of Vic^4-$ Digitally signed Enter in the space to the right a"wet"or b Y Mohammed MOH - electronic signature and seal: o ZADE® 4 No.v2 Zade 360ersr $ ' Date: 2017.06.13 Phone number:(617)338-4406 Email:zade@zadeengineering.comS1opAt E' 1 fmt. 12:09:20 04'00' if Building Official Use Only Building Official Name: Permit No.: Date: SNote 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06.11 2013 Initial Construction Control Document • ' s Af, To be submitted with the building permit application by a 1 ` r 1 Registered Design Professional 16 for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [XI New construction [I Existing Construction Project description: New construction of a three story 29 unit residential building. I,Muzaffer Muctehitzade MA Registration Number:39362 Expiration date:6/30/2018 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural • Structural Mechanical.. X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: • 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official_ Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. • Digitally signed le C ,' Enter in the space to the right a"wet"or ,,,� EhA i by Muzaffer ME PI{OTECT10ti m, electronic signature and seal: "" Muctehitzade Fse,. E Date: 2017.06.13 12:10:41 -04'00' Phone number: (617)338-4406 Email:zade@zadeengineering.com Building Official Use Only 4111 Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06. 11 2013 r l Initial Construction Control Document • Ail l To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of.the 44 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description: New construction of a three story 29 unit residential building. I,Mohammed Zade,MA Registration Number 27233 Expiration date: 6/30/2018,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural X Mechanical(HVAC) Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: • 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents: 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable: 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official: Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. # tk44410 Digitally signed by Enter in the space to the right a"wet"or Mohammed Zade� AMMED electronic signature and seal: s .yp►{v H i , st Date: 2017.06.13 t ward •at& 12:10:04-04 00 Phone number: (617)338-4406 Email:zadena,zadeeneeineering.com Building Official Use Only Building Official Name: Permit No.:, Date: • Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 1 I Conum 0 5 v\Pal To benitial submitted with the buildictionControlng permit applicationDocu byent a Registered Design Professional for work per the 8th edition of the 4.'. Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description:New construction of a three story 29 unit residential building. I, Muzaffer Muctehitzade MA Registration Number:32579 Expiration date:6/30/2018 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning t: Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of.the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: • 1: Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official: Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Digitally signed by WAFTER = Muzaffer Enter in the space to the right a"wet"or , mucrEalruoc ELECTRICAL electronic signature and seal:. 1 .` p�c:",,*, Muctehitzade � � Date: 2017.06.13 '1; l 12:07:11 -04'00' Phone number(617)338-4406 Email:zade(u zadeengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, iii provide a description. Version 06 11 2013 r j. Initial Construction Control Document 0 ' * ` ft To be submitted with the buildingpermit application mi, a. PP by a l t I E� 11 Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [] Existing Construction Project description:New construction of a three story 29 unit residential building. I I, Muzaffer Muctehitzade MA Registration Number:32579 Expiration date:6/30/2018 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningt: Architectural Structural Mechanical Fire Protection X Electrical(Fire Alarm) Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1111 1. Review, for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall'submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. r ° Digitally signed by M��Arr�a Muzaffer Enter in the space to the right a"wet"or , mucrewituot electronic signature and seal: ; ELECTRICAL g 1N8325744, Muctehitzade 1,te;> 1' o14 � Date: 2017.06.13 it + 12:07:40 -04'00' Phone number: (617)338-4406 Email:zade@zadeengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 1 OP:09990-0a22 9S-12-21 S:57 #064SSS • QUITCLAIM DEED I ,RODNEY K. CORSON, married to Janet Corson now of Barnstable(Osterville), Barnstable County,Massachusetts, for consideration of less than One Hundred and 00/100 Dollars, grant to RODNEY K. CORSON and JANET M. CORSON,TRUSTEES of THE RK CORSON PROPERTY TRUST under Declaration of Trust dated 15 March 1995 and recorded at Barnstable Land Court Registration Office as Document No.451+1 t fo ,with Quitclaim Covenants, the land in Barnstable(Hyannis),at the junction of Mary Dunn Road and Independence Drive and described in Schedule A hereto attached and made a part hereof. For title, see "Nov. 6 t. rivt� 4toue?s • 2.84 2lZ , N err WITNESS my hand and seal this , f day of o'� �e, '4"'o2 1995. 4". Rodney . rson COMMONWEALTH OF MASSACHUSETTS A Barnstable,ss. al'' kw . 1995 /"� Then personally appeared the above named Rodney K. Corson and acknowledged the foregoing instrument to be his free act and deed,Before me, • Notary 1?(Vt "--ryyahle. 1, -C-ridostraa- My commission expires: 41 A(0(7.602— • r - • •-- Bp:f_t9990-039 95-12-21 9=57 #�►64b55 � YV.1 Y�i..-M�..7 ' Ill ..... with QUITCLAIM COVENANTS Barnstable Count , ' the land situated in Barnstable, Y, Massachusetts, described as follows: Be INDEpENDBeingpA PARK as BARNSTABLE,5 on a plan entitled: "Sheet 7 18, 1986 cape MASS. Scale 1" 60' February 18, down p engineering Civil Engineers Land Sur- veyors • at the Barnstable CountyRegistry which plan is duly recorded • Page 83. • Y of Deeds in Plan Book 416, In executing this deed, • Corson, individually, grantor grants to Rodney K. 3 as shown on an option for the purchase of Lots 4 and Purchase and Sale AgreemaforentAugust 19, 198 all as e7 xpressed executed a by the parties; and, the Buyer acknowledges that thisd option is his solely and exclusively and that, if exercised, these lots will be used for his own business. If the options are exercised and the buyer later chooses to sell these properties, then the seller has the first right of refusal to purchase t from the buyer at the price which the buyerer, plus the costs incurred by the buyer duri g to the the term leof ownershiip for taxes and betterments. This condition shall survive the passing of the deed, and will be effective until f the buyer has made improvements or substantial changes in the property from its state on the date of purchase and has used the same for his business purposes. The option term regarding repurchase by the seller will appear in the buyer's deed as an encumbrance on the title of Lots 3 and 4. III The option for Lot 4 must be exercised in writing no later than December 1 , 1sC;C with purchase on Anril 1 , 1S89 . The option for Lot 3 cannot be exercised before . 4ecember 1 , 1939 with a transfer on April 1 , 1990 . "W Subject to Development Regulations for Independence Park, Inc. •'" as recorded at the Barnstable County Registry of Deeds in Book 2983, Page 155 and in the Land Registration Office as Document No. 263,606. *and extended on June ,,....,1 , 1988 i4Amto, k k 40 Li4A 1 Re a�¢.i K. Carr-sovz `e ne 11C• �'orsort� , . BARNSTABLE REGISTRY OF DEEDS P S TATESLD ' x • =4 ; CONSTRUCTION 206 Andover Street, Suite 1 Andover, MA 01810 978.475.2900 tel 978.475.2977 fax www.statesidel.com Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 FAX#(508) 790-6230 RE: Employment Status of Allen Tosches To whom it may concern: I am writing to acknowledge that Allen Tosches is an employee of Stateside Construction Group,Inc. He is a construction superintendent and has been an employee of Stateside since 2004. Please call my office if you have any further questions. Best Regards, Scott M. Guthrie President ,fir, '' Ile" A.M. FOR 1 DATE TIME P.M. Imal OFt ✓tl(r. aI(ch q-a+es{641.,. • cow)) LU MESSAGE . TELEPHONED 1� • (t" 4 h n� RETURNED YOUR CALL ®Z l(/` ICAO t PLEASE CALL WILL,CALL AGAIN ICAME TO SEE YOU Clei SIGNED i✓ WANTS TO SEE YOU o • Initial Construction Control Document o To be submitted with the building permit application by.a 1 Registered Design Professional 4 E for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Carriage House Apartments,Barnstable,MA Date:6/2/17 Property Address: 939 Mary Dunn Road,Barnstable,MA Project: Check(x)one or both as applicable: (X)New construction ( )Existing Construction Project description: New 29 unit Apartment Complex. I, Matthew Eddy, MA Registration Number: 43183 Expiration date: 6/30/2018 , am a registered design professional. and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other: Civil-Site Engineering . for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. 0N OF Enter in the space to the right a"wet"or e MAS3.9 electronic signature and seal: ,l: 4ct MATTHEw tip\ o EDDY `<; U CIVIL No.431833 t Phone number: 508-771-7502 Email: meddyna,baxter-nye.com •.�o,��Fctsq� ���� Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 r t t t Initial Construction Control Document t Itr„ Ir. y, To be submitted with the building permit application by a filtl I Registered Design Professional 6 1 I �,� for work per the 8th edition of the '`'11NO Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House Date:06/13/17 Property Address: 939 Mary Dunn Road,Hyannis MA Project: Check(x)one or both as applicable: [X] New construction [], Existing Construction Project description:New construction of a three story 29 unit residential building. I,Muzaffer Muctehitzade MA Registration Number:39362 Expiration date: 6/30/2018 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance.to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. I When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. iWot<44 . Digitally signed Enter in the space to the right a"wet"or , , by Muzaffer , electronic signature and seal: �4Q$ Muctehitzade Date: 2017.06.13 66141 12:10:41 -04'00' Phone number: (617)338-4406 Email:zade@zadeengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. 1 - Version 06 11 2013 I 1 4 • Initial Construction Control Document set To be submitted with the building permit application by a \al Registered Design Professional for work per the 8th edition of the '411.1 .4 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Carriage House'Apartments Date: June 12,2017 Property Address: 939 Mary Dunn Road,Hyannis,MA Project: Check(x)one or both as applicable:X New construction Existing Construction Project description:A 29 Unit Apartment Building I Robert A. Schaefer MA Registration Number: 10791 Expiration date: 08/31/17 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building P official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. yow� : Digitally signed 4 P..$C % by Robert Enter in the space to the right a"wet"or ' ft.10791 as electronic signature and seal: 4tai ivo r \Schaefer nrm � Date017.06.12 0f MP66 � o 16:19:51 -04 00 Phone number: (603)497-3405 Email: rasarch@comcast.net Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Town of Barnstable oFTME Building Department ti Brian Florence, CBO • Building Commissioner BARNSTABLE # BARNSTABLE, • 200 Main Street, Hyannis, MA 02601 ..1�A5*CNS NUM'.S1E�!�'ai•BT0.'ISfiBtE 1639. 679 .fn poi° www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 21, 2018 To Whom It May Concern: Our records show that a Certificate of Occupancy issued July 27, 2018, for the property located at 939 Mary Dunn, Barnstable. The Town of Barnstable has no further interest in the street permit bond/policy#602-107023-6 Sincerely, Debi Barrows Office Manager Town of Barnstable Building Department Brian Florence, CEO • . Building Commissioner 200 Main Street, flyannis,MA 02601 www.town.bamstable.ma.us • Pre-application for Business Certificate Date (Q J►D I Map Parcei t I . Applicant Information . • _ . _ _APPlicants Name . _ /b/l i n Ma a CIA C>lz • Applicants Address. q39 MCI f'j Dunn 12d 36 CD kticmnn i s PA O?J.a0f Email Address Kmaal a, i 1. l'Ovr, Telephone Number 5 O$'3 1'ci I l0 Listed g Unlisted ❑ • Business Information New Business? C!) No Business is a registered corporation? ' . Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes C Is the business a sole proprietorship or home occupation? Yes , No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business 'BRAsh Business Address q3q 1 ! DAM 3O.D , ann i C M . ( v I Type of Business SeAIinQ H+ / v ciI►ei4l3 C Ava-hn!�' ,J OIli �� BuildID. Commissioner 0 ce Use Only anions ‘ OJAA41/3 i;` ovitlobe Building Commissi 1. ig't Date Ito) Clerk Office Use Only f at Town of Barnstable Building Department - Fs►+e rOkf, Brian Florence,CBO 1i�r °, Building Commissioner w BARNSTABLE, « 200 Main Street,Hyannis,MA 02601 7oo\Miss. n 339. a`6 www.town.barnstable.ma.us taa' Office: 508-862-4038 Fax: 508-790-6230 0 Approved: 41 Fee: Permit#: (p _ . HOME OCCUPATION REGISTRATION LI Date: u 1 toll C Phone#: (508) an- Gill uj Name: KO li i n M a cc.+r,►-� o Address: q Moon 3q Ma `Dunn V-d ' .P. go� . Village: �Cl ii n i S -10 J •c Name of Business: USh C1a 1 i n - 1Y� n A r Yl Map/Lot: `� 3d 6[ O0 Y Type of Business: ,�e i i�(� (�.( q p INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupatic W within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the as activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual 0 -_-i Cr alteration to the premises which would suggest anything other than a residential use;no increase in traffic above norm if Z O residential volumes;and no increase in air or goundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to z _ following conditions: _ Q Z • The activity is carried on by the permanent resident of a single family residential dwelling unit,located g j within that dwelling unit. -3 Cn • Such use occupies no more than 400 square feet of space. >- 0 cc • • There are no external alterations to the dwelling which are not customary in residential buildings,and Itrec 0 )_ is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. UO Q } • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular 1._ (j) itli i matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. 2 0 •• There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, •in excscr 0 of normal household quantities.. • Any need for parlcing generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sigp shall be displayed indicating the Customary Home Occupation. . •• If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and a e with the above restrictions for my home occupation I am registering. Applicant: i(/ l i Date: tj )1d 1 icl Mr Homeoc.doc Rev.10/17 • 1 40 pig, Application number 0�` ? 3� � BUILDING DEPT. Date Issued I I BARNSTABLE. a ((�� ,� e. NOV;2 `0 2019 Building Inspectors Initials ,..�J 40 TOWN OF BARNSTABLE Map/Parcel 3 2-/O► TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: q 3 9 47 y Du n/1 R? A /06 .7447tfryrits L4 R NUMBER STREET VILLAGE Owner's Name: 0:-s0.1 ?oeln7 McoilPhone Number 5 08-s iv-b e q 6, Email Address: S-ko CY zze 5,.-,f/j 1.(,,..-, Cell Phone Number 5 bE- cio_oreL{4 Project cost$ ;, ( 'j — Check one Residential ✓ Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: See (o Tra4 Date: TYPE OF WORK Siding ❑ Windows (no header change)# ❑ Insulation/Weatherization ❑`� Doors (no header change)# I Commercial Doors require an inspector's review ❑ Roof(not applying more than 1 layer of shingles) Construction Debris will be going to 1 as-4 e. ,,,G.,4 P,art'-(Jr CONTRACTOR'S INFORMATION Contractor's name 4iJ e,.,/ S.,/Pe-7 uS Home Improvement Contractors Registration(if applicable)# /1 Z 7>5 (attach copy) Construction Supervisor's License# 1 G ST0 5 (attach copy) Email of Contractor 4 Swe el 9 f Ce55rn a ( • C c3''" Phone number 4"o /- 7/V- 6 3 9 ALL PROPERTIES THAT HAVE STRUCTURE OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED r ' APPLICATION NUMBER *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one:this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES * Manufacturer# Model/I.D. Fuel Type TestingLab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date j / APPLICANT'S SIGNATURE Date // Z(j—/ei Signature All permit applicatio are subject to a building official's approval prior to issuance. I , , 1 rSPECIAL SERVICES CUSTOMER INVOICE Page 1 of 10 NO. H2669-155416 Store 2669 NATICK Phone:(508)647-9600 ,V�-, 339 SPEEN ST Salesperson:RXL0653 1 NATICK,MA 01760 Reviewer:JJH406 Name Phone 1 C STONE JASON Jo7 4(400 (508)510-0846 REPRINT I— Address 939 MARY DUNN RD Phone 2 a APT 106 Company Name C fn cdY HYANNIS Job Desuiption Exterior Door and install 2019-10-10 09:03 State MA zit' 02601 c'°"n" BARNSTABLE INSTALLER DELIVERY#1 MERCHANDISE AND SERVICE SUMMARY We re ervethers right to limit the quantities ofmerchandise sold REF#101 0� STOCK MERCHANDISE TO BE DELIVERED: REF# SKU CITY UM DESCRIPTION PI TAX P EXTENSION R02 1000-019-455 6.00 EA 5/4X4-8 FT PRIMED FJ BOARD/ A $11.76 $70.56 R03 0000-677-137 3.00 EA 3/4"X5-1/2"X8'AZEK S2S TRIM/ $31.82 $95.46 R04 1002-961-477 2.00 EA 6"X50'WINDOW&DOOR SEALING TAPE/ Y $17.97 $35.94 R05 0000-715-499 2.00 RL MULTI-PURP 16"X48"ROLL INSUL 5.3SF/ �� A Y $5.48 $10.96 R06 0000-617-342 12.00 LF 1X8-R/L OAK BOARD/ O� A Y $5.55 $66.60 R11 0000-933-616 1.00 EA 32X80 LH PREM 9 LT FG IS BM/ A Y $218.00 $218.00 SIO-MDSE TO BE DELIVERED: REF#S12 P�S IMATED ARRIVAL DATE: 11/06/2019 P.O.#69501338 REF# SKU QTY UM DESCRI' �' � PI TAX PRICE EACH EXTENSION S1212 0000-670-983 1.00 EA NA/74X81.75 FIBERGLASS DO 510,0 UNIT INA/74X81.75 A Y $1,283.13 $1,283.13 FIBERGLASS DOUBLE DO CTIVE/ACTIVE INSWING{#1) S1213 0000-670-983 1.00 EA NA/(CONTINUED)/74 ERGLASS DOUBLE DOOR UNIT A Y $0.00 $0.00 INACTIVE/ACTIV 1- (CONTINUED) T,QADOORF �'' , 'E=NONE,QADOORGLASSINSERTSIZESHAPE=8X42 ROUND •ORGLASSINSERTOPTION=DECORATIVEGLASS,QADO O- -,'S E=STANDARDGLASS,QADOORGLASSDESIGNOPTIONS=KI et a N,QADOORGLAS MERCHANDISEtTOTAL: $1,780.65 1(lD^✓,V ***CONTINUED ON NEXT PAGE"" O� v Check your current order status online at www.homedepot.comlorderstatus Page 1 of 10 No. H2669-155416 Customer Copy imp SPECIAL SERVICES CUSTOMER INVOICE-Continued Name:STONE Page 5 of 10 No. H2669-155416 INSTALLATION #2 (Continued) REF#I07 *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, SPECIAL NOTES: CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES ORDERiTOTAL $3,189.65 Policy Id(PI): A:90 DAYS DEFAULT POLICY; SALES TAX $111.29 TOTAL $3,300.94 BALANCE DUE $0.00 'The Home Depot reserves the right to limit/deny returns.Please see the return policy sign in stores for details.' END OF ORDER No.H2669-155416 Page 5 of 10 No. H2669-155416 Customer Copy r Home Improvement Agreement: Page 1 Home Depot License Number(s): Home Depot license numbers are listed on page 3, and at www.Homedepot.com/LicenseNumbers ANDREW WELCH Salesperson Name Registration No. (if applicable) Home Depot U.S.A., Inc. ("Home Depot")or Service Provider named below will furnish, install and/or service the equipment listed below at the price,terms and conditions as outlined on this form. Service Provider Contact Information TBD TBD Authorized Representative Name Service Provider Company Name TBD TBD TBD Phone# Service Provider Email Address Service Provider License#(s) Customer Information STONE JASON 2669 H2669-155416 Customer Last Name Customer First Name Store#/Branch Name Customer Lead/PO# 20 Indian Ridge Rd NATICK MA 01760 Customer Address City State Zip 5085100846 5085100846 5085100846 STONEJ522AGMAIL.COM Home Phone# Work Phone# Cell Phone# Customer Email Address NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY CONTACTING THE SERVICE PROVIDER OR STORE DIRECTLY; EMAILING SERVICE PROVIDER AT: Contact Store Directly I OR DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 2455 PacesFerry Rd SE Atlanta GA 30339 Address City State Zip BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING,UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD.THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE.YOUR PAYMENT(S)WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE.YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER,AT YOUR SERVICE ADDRESS,AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED,ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CANCEL. Acknowledged by: 10/10/2019 Customer's Signature Date f • .�`1' X Home Improvement Agreement: Page 2 Description of Work to be Performed A detailed description of the work to be performed is included in the paragraph entitled Scope of Work or Specification which is included in this Agreement. Anticipated Delivery Date / Installation Schedule Approximate Start Date: TBD Approximate Finish Date: TBD All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization _ You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address,withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. I do❑do not 0 consent to receive only electronic records related to this transaction. ntract Price and Payment ScheduleR Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 3189.65 Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ 111.29 (If applicable, total amount of taxes included in Contract Price) *Maximum deposit ONLY applicable in MD, MA, ME(33%), NJ, WI(99%) Deposit% Deposit Amount $ Remaining Balance $ _______] Finance Charges Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement,to: which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to Home Depot. Insurance proceeds will 0 will not❑be used to pay some or all of the total amount of sale. Acceptance and Authorization By signing below, you authorize Home Depot to: (a)arrange for Service Provider to perform any Services or(b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (i)You have read, understand, and accept this Agreement in i its entirety, including the General Conditions and State Supplement, if any; (ii)You are receiving a complete copy of this IAgreement; (iii)all rights and interests under this Agreement are solely vested in the person listed as"Customer" above; and, (iv) Electronic signatures will be deemed originals for all purposes. 1 X ,4 r_ 10/10/2019 Customer's Signature Date X /s/The Home Depot 10/10/2019 The Home Depot Digital Signature Date Call The Home Depot at 1-800-466-3337 for help. I 4 f Y a ,Lice s Board of a- n egu ion-,,,-,,--An -d § �f dads 1 4p •. _ '� Kati`ur t �- h �F • ..'v9 -k shr z A b 1 ` ' L ` L S '0i S,s�.j.i4 f 5 £"'X' J �� �,y ce' s� �� �y�`t i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Ua -l 1 Congress Street, Suite 100 Boston,MA 02114-2017 5'"�� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): OQ,r (�j �j Address: I S B / ,0'tZ G Ps N Mt Lc_ C? City/State/Zip: �-S d'tINS iONI 1 RI ©a 9/9 Phone#: /01— , 33 — 0a3& Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2. 0' I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. $ 9. 0 Building addition required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers''comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no 13.0 Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ! Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'--compensation,policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true ami correct. Signature: , ', Date: Phone#: 4ot" ~Oo2•gc. Official use only. Do not write in this area,to be completed by city or town official. City or Town: - Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: The Commonwealth of Massachusetts t�� Department of Industrial Accidents - • 1 Congress Street, Suite 100 Boston,MA 02114-2017 ja www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH nit PERMITTING AUTHORITY. Applicant Information Please Print Lectibly Name(Business/Organivation/Indiviidual): I-4 r+-- e. p p-4- Address: CIOS 76oS4oc TurnPi K€ City/State/Zip: S,re. S 1 v E y/ 11 A 0l5 4 5 Phone#: -7-7 -2_7 5 — 2— i 5 c Are you an employer?Check the appropriate box: Type of project(required): 1. am a employer with.2004-employees(full and/or part-time).* 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. Remodeling 3.0I am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. ❑Demolition 10 Q Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑,Plumbing repairs or additions 3.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13.0Roof repairs These sub-contractors have employees and have workers'comp.insurance.l: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.�✓1�tlier p�6 t9� 152,§1(4),and we have no employees.[No workers'comp.insurance required.] l`,y,.,i�t.t-. 7 p 41— Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. ✓ t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. `Contactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. /t/tb i / als(3101 `/tre ielcura/1('P_ a,"pang Policy#or Self-ins.Lic.#: X t f" 5 S (0 5 5 1 7 Expiration Date: _3 - 1 '-2 Q Job Site Address: 61 3 el NI a. C 1.)r1 n RoQ "I o to City/State/Zip: a44.i t •I"l A Attach a copy of the workers'compensation-policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonm as ell as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. py this statement may be.forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un ' an enalties o information provided above is true and correct. Signature: q Date: //—Z C9 _ (63 Phone#: 2/0 l — �v 31 1 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other • Contact Person: Phone#: 672-4-W17-72_// 77/11! /6-{7. )._777'X/(:)e/X) Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement.Contractor Registration Type: Supplement Card = Registration: 112785 HOME DEPOT USA INC -- ----=- Expiration: 04/22/2021 P O BOX 105451 =�- 3_---:; - ATTN: LICENSE MGMT TEAM • P; ATLANTA,GA 30348 � !, Update Address and Return Card. SCA 1 Ca 20M-05/17 -779 FPrn,'?onccWZ/%/, !27.ai% ,,WX., Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE;:Scioolement Card before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 04/22/2021 1000 Washington Street Su' - :10 HOME DEPOT 91it Boston,MA 02118 ANDREW SWEET �.- _ . ' 2455 PACES FERRY FO; C 1'1 HSC ':'L,'�� ATLANTA,GA 30339 Undersecretary o- alidi •ut SI•nature OA r'c(MMIDDIYYYY) ' ACO®) CERTIFICATE OF LIABILITY INSURANCE 02/06/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. • If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA,INC. NAME: • PHONE FAX TWO ALLIANCE CENTER (A/C,No.Extl: : 1A/C,No): 3560 LENOX ROAD,SUITE 2400 E-MAIL ATLANTA,GA 30326 • ADDRESS: INSURER(S)AFFORDING COVERAGE - NAIC.3 CN101642069-HomeD-GAW-19-20 INSURER.A:Old Republic Insurance Co 24147 INSURED 123841 THE HOME DEPOT,INC. INSURER B:New Hampshire Ins Co HOME DEPOT U.S.A.,INC. INSURER C:HomeRisk Captive Insurance Company 2455 PACES FERRY ROAD INSURER D BUILDING C-20 I ATLANTA.GA 30339 INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER: ATL-004353439-28 REVISION NUMBER: 21 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IR POLICY EFF i POLICY EXP TYPE OF INSURANCE `INSO WVD POLICY NUMBER . L TR LIMITS (MMIDDIYYYYI;IMMIDIY DYYYI 1 A I X i COMMERCIAL GENERAL LIABILITY I;MINZY 314574 I 03/01/2019 :03/01/2022I '-ACH OCCURRENCE I i 1.000,000 . i DAMAGE TO RENTED CLAIMS-MADE J OCCUR !PREMISES Ea occurrence) ! i 1.300,000 I X :SIR:S1,000.000 EXCLUDED I ,NED EXP(Any one person) i PERSONAL 3 AOV INJURY I ; 1.000,000 GEN'L AGGREGATE LIMIT APPLIES?ER: ! GENERAL AGGREGATE j i 1.000,000 X !POLICY JE� _ '_OC PRODUCTS•COMP/OP AGG ' i 1,000,000 OTHER: i A .AUTOMOBILE LIABILITY uMWT6314573 i 03/01/2019 I03/01/2022 ' COMBINED SINGLE LIMIT i 1.000.000 (Ea accident) ;( :ANY AUTO BODILY INJURY(Par person) I i 7-7 OWNED SCHEDULED SELF INSURED AUTO PHY DMG i BODILY INJURY(Per accident)' 3 AUTOS ONLY ;AUTOS HIRED NON-OWNED 'PROPERTY DAMAGE 'AUTOS ONLY _AUTOS ONLY - :.(Per accident) • i [UMBRELLA LIAB OCCUR I EACH OCCURRENCE I i I I EXCESS LIAB 'CLAIMS-MADE• AGGREGATE I i OED ! RETENTION i • b B I WORKERS COMPENSATION (. ;WC 012717099(AK,NH.NJ,VT) I I 9 03101/2020 X 'PERTUTE ET-1 B •AND EMPLOYERS'LIABILITY Y/,N WC 012717100'WI 03101/2019 03/01/2020 'ANYPROPRIETOR/PARTNER/EXECUTIVE I ) E.L.EACH.ACCIDENT l i 5.000,000 '.OFFICER/MEMBER EXCLUDED? ` N 'i N/A (Mandatary in NH) E.L.DISEASE•EA EMPLOYEE! i 5.000,000 If yes.describe under ;Continued on Additional Page DESCRIPTION OF OPERATIONS below 9 E.L.DISEASE-POLICY LIMIT I i 5.000,000 C I Excess Auto 1 1 297110011002019 I 03/01/2019 I 03/01/2020 "Limit: 4.000,000 A I Excess General Liabilily I MWZX 314580 03/01/2019 I03/01/2022 I Limit: 8,000,000 • DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more apace is required) EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION HOME DEPOT USA,INC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 2455 PACES FERRY ROAD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING C-20 ACCORDANCE WITH THE POLICY PROVISIONS. ATLANTA,GA 30339 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee 2itCa41.1)411..: ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: ON 101342069 LOC 4: Atlanta 4R D ADDITIONAL REMARKS SCHEDULE Page 2 of 3_ AGENCY NAMED INSURED MARSH'AA.INC. 7HE HOME DEPOT.INC. --_-- — — HOME DEPOT U.S.A..INC. POLICY NUMBER 2455 PACES FERRY ROAD OWLCING C-20 . -- ---. A rLANTA,GA 30339 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Lability Insurance Workers Compensation Continued: Carrier:Indemnity Insurance Company of North America Policy Number:'NLR C65390549(AL.AR.FL,ID,IA.KS.KY.LA,MS.MO.NE.NM,ND.OK,SC,SO.rN,'NV-WY) Effective Dale:03101/2019 Expiration Date:03/01/2020 (EL)Limit:35,000,000 Carder:New Hampshire Insurance Company Policy Number'NC 012717098 !DC.DE.HI.IN.,MD.,MN.,MT.NY,,PI) Effective Date:03/012019 Expiration Date:03/01/2020 (EL)Limit:35.000.000 Carrier:ACE American Insurance Company Policy Number:'NCU C55890586(OSI) (AZ.CA.ILNC.OR.'/A,WA I Effective Date:031012019 Expiration Date:03/01/2020 (EL)Limit:34.000,000 SIR:31.000.000 SIR(or the slates of AZ.CA,ILNC.OR.HA.WA Carrier:National Union Fire Insurance Company Policy Number:XWC 5565596(OSI)(CO.CT,GA,ME,MI,VV.OH.PA.UT) Effective Date:03/012019 Expiration Date:03/01/2020 (EL)Limit:S4,000,000 S1.000,000 SIR for the;fates of CO.ME,NV,,MI.OH,P.A,UT 3750,000 SIR for the date of GA 3350,000 SIR for the Mate of CT Carrier:National Union Fire Insurance Company Policy Number:XWC 1565597(0SI)(MA) Effective Date:03101/2019 • Expiration Date:03/01/2020 (EL)Limit:34,500,000 SIR:3500,000 rX Employers KS Indemnity: Carrier:lllinios Union Insurance Company Policy Number.TNS C65221019(TX) . Effective Date:03101/2019 Expiration Date:03/01/2020 (EL)Limit:310,000.000 • SIR:S1.000,000 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 11/20/2019 Mass.Corporations,external master page 4' _ 42; Y ° 5 �i Rad R. rm f •:, , f � � ¢'. ,s- Sits - �fb _ PF; Mk3 ✓' .b "C�S§ SeTretarA t th4xe. Crrumonweaith o YQ u` Corporations Division Business Entity Summary ID Number: 001203266 Request certificate New search] Summary for: INDEPENDENCE PLACE, LLC The exact name of the Domestic Limited Liability Company (LLC): INDEPENDENCE PLACE, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001203266 Old ID Number: Date of Organization in Massachusetts: 12-31-2015 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 44 QUAIL ROAD City or town, State, Zip code, OSTERVILLE, MA 02655 USA Country: The name and address of the Resident Agent: Name: RODNEY K. CORSON Address: 44 QUAIL ROAD City or town, State, Zip code, OSTERVILLE, MA 02655 USA Country: The name and business address of each Manager: Title individual name Address MANAGER RODNEY K. CORSON 44 QUAIL ROAD OSTERVILLE, MA 02655 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title individual name Address REAL PROPERTY RODNEY K. CORSON 44 QUAIL ROAD OSTERVILLE, MA 02655 USA corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummaryraspx(FEIN=001203266&SEARCH TYPE=1 1/2 FTHET Town of Barnstable rwsi � Y. • BARNSTABLE. • Building Department-200 Main Street ,' . t 9 1639. ���`' Hyannis, MA 02601 , °a, r $'°TEo.mrs° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-7• CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 101 2 --- --J 7/4 S/t Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition ff rah ` t. Town of BarnstableBuilding ' Post This Card€So That rt is Visible Frorri.the Street Approved€Plans;Must be Retained on Job and this Card Must be Kept ' , wnritre�a.s, •' �� u '�r � x �,� b'9. �Posted3UntilFinal Inspection Has Been Made Permit ebN° Where a tent fic te,of Occupancy is:Required,tisuch BuildingshallNot be Occupied until a Final Inspection has been made Permit No. B-18-7 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Name:• .,ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE, LLC ' F Contractor License CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 `-1. Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#101 FOR 2 BEDROOMVAPT Insulation: Fee;,Paid:. $25.00 Project Review Req: Date 1/23/2018 Final: �� Plumbing/Gas Rough Plumbing: -. 3 . . - s „ �t Building Official .. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after'issuance. th All work authorized by this permit shall conform to the approved application,and eapproved construction documentsfor which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street.or road and shall be maintained open for publi in c spection for the entire duration of the Final Gas: work until the completion of the same. p, Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials areeprowded on this;permit. Minimum of Five Call Inspections Required for All Construction Work: hp,4:.,::-.;:` Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection . % .,,a ,: -1 ,.. , �r — 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building ' IP,ost This.Card So That it is Visible` From the Street Approved Plans Must be Retained on Job and this Card Must be Kept . -i M' Posted Until Final Inspection Has:Been Made • ,, . p yam 6 s Where-a Certificate of Occupancy is Required;such Budding shall Not be Occupied until,a final inspection has beenmade 5 - 1 �1 jjl�� Permit No. B-18-8 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot:, 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE - g Contractor Name:, ALLEN L TOSCHES Framing: 1 VAti'Owner on Record: INDEPENDENCE PLACE, LLC ' s Contractor License CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 ` j ;,,,,,,,,,,_,,.,.„.„ „ „ Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 3 � �� P.ermit Fee: $25.00 1' Insulation: Description: TENANT FIT OUT FOR UNIT#102 FOR 2 BEDROOM APT .1 Fee Paid: $25.00 Project Review Req: . 'Date. , 1/23/2018 Final: Plumbing/Gas Rough Plumbing: 1 l;: ,` E, -a Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized byths permit is commenced within six months:afterissuance. 1 Rough Gas: All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. g All construction,alterations and changes of use of any building and st uctures'shall•be in compliance with the local zoning by laws.and codes. - Final Gas: This permit shall be displayed in a location clearly visible from access street'or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theLeuildmg and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ?; Service: 1.Foundation or Footing l _ . , ?. 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT _ Town of Barnstable Building C Post:This Card Sci That it is Visible From the Street A yproved PlansMust be Retained on Job and this Gard Must be Kept srweix,t. = , ste Upc Heen de �` _ .4 p rm 63 ,: a 1 ei liii i Where a Certificate ofOccupsancy is Required, uch Buildmg,shall Not be Occupied'until a Final Inspection has;been Vmade • Permit No. B-18-9 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Name ALLEN L TOSCHES Framing: 1 { Owner on Record: INDEPENDENCE PLACE, LLC -Contractor License CS7057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 `Y Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 !:::‘, .:::', ',.'...., • ' '. - .-. ,..„ _ .-, ?. • Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#103 FOR 2 BEDROOM APT ,v Insulation: , Fee Paid,- $25.00 Project Review Req: Date s� 1/23/2018 Final: y ` ,„_,�r�` C �, Plumbing/Gas 6 ,4 Rough Plumbing: l '._Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six;months aftei?issuance. All work authorized by this permit shall conform to the approved application and the,approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylaws and codes. 'h Final Gas: This permit shall be displayed in a location clearly visible from access streeftor road'and shall be maintained open for public�mS ection for the entire duration of the } work until the completion of the same. 0 4 (• ,� I, ; , `"' Vf `, Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on tFis permit. Minimum of Five Call Inspections Required for All Construction Work: . Service: 1.Foundation or Footing A f. Rough: 2.Sheathing Inspection s �. - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of BarnstableBuilding c� Post This Card So That it is Visible.From the Street Approved;Plans Must be Retained on Job"and this Card Must be Kept xa w � b" PostedUntil' alIspection Has:Been Made x " ' z S esE: 1. F � Permit Where a Certificate of Occupancy 4s Required,such Building shall�Notbe Occupied until a Final Inspection has been made Permit No. B-18-11 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Name: ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE,LLC Contractor License: CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 Est. Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#105 FOR 2 BEDROOM APT •4£ . , Insulation: Fee Paid'' $25.00 Project Review Req: ' Date: " 1/23/2018 Final: "fr--. -7/_ (? Plumbing/Gas I Rough Plumbing: . �� Building Official I ,. ._ Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applicationr,and theapproved construction documents for.which tzhis permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures:shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. -i; Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and fireOfficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: s 3 Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection .,. ,,,'.;: ?,- i,f,-It, _.. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: n Town ! Iainstab1e Building 1 Post This Card So That it is Visible From'the Street Approved:Plans.Must be Retained on Job and this Card Must be Kept • Posted Until Final Inspection Has Been:Made ',_ p {Where a Certificate.of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made Permit Permit No. B-18-12 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD,BARNSTABLE '. Contractor Name: ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE,LLC Contractor License: CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permi• t Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#106 FOR 2 BEDROOM APT Insulation: Fee Paid: $25.00 Project Review Req: Date 1/23/2018 Final: r- & `-- _` Plumbing/Gas Rough Plumbing: .'„ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work au thorized b t r i his permit is commenced within six months aftessuance. All work authorized by this permit shall conform to the approved application and the°approved construction documents for which,this permit has been granted. Rough Gas: i. me All construction,alterations and changes of use of any building and structuresashall be in compliance with the local zoning by-laws and codes. ° Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. VA �.& _ = Electrical 1 The Certificate of Occupancy will not be issued until all applicable signatures bylthe Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ' Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection h, . ., . . , ,••, g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT . ` Town of Barnstable Building „ , Post This Card So That�t is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept �:: 1Poted Until Final Inspection Has Been Made r: ,� 1. m �b��. � �� ��� F a - � Per t Where a Certificate oft9ceu anc is Re uired,such Buildingshall Not be Occu`red until a Final Ins ection has,been made Permit No. B-18-13 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Narne ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE, LLC i is Contractor License CS 057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 :. , �,, ''- Es Project Cost: $0.00 Chimney: HYANNIS, MA 02601 jt Permit Eee: $25.00 Description: TENANT FIT OUT FOR UNIT#107 FOR 2 BEDROOM APT Insulation: Fee,Pad $25.00 Project Review Req: l� ta 1/23/2018 Final: � t Plumbing/Gas k , Rough Plumbing: i.4.-:.4,,,,,41Ilitirli,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz monthsyafterissuance. All work authorized by this permit shall conform to the approved application and the approved construction documen `s forwhich this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawsand codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for pu in blic spection for the entire duration of the Final Gas: work until the completion of the same. ,, y Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: k. � i Service: 1.Foundation or Footing r is ',ii� 2.Sheathing Inspection y r . _ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building a Post This Card So That it is Vusible-Fromrthe Street Approvetl Plans Must be Retained on:Job and this Card Must be Kept " BARNSTABLE, ) 4'' • m Posted Until Final Inspection Has Been Made 6 s Where a21Certificate of Occupancy is Required,such Building shall No be Occupied until a Final Inspection has been made 1 ' 1111t Permit No. B-18-17 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE 4 Contractor Name. ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE, LLC �� Contractor License CS-057208 2 Address: 1436 IYANNOUGI=I RD,SUITE 4 • _" Est. Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#109 FOR 2 BEDROOM APT Insulation: ,-.F Fee Paid: $25.00 Project Review Req: Date: - 1/23/2018 Final: y� 4 A. t� �'�. Plumbing/Gas Rough Plumbing: • Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the-approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures hall be in compliance with the local zoning"by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 3 ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bu Idm(and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:. t, s - ,„ Service: 1.Foundation or Footing 4ii x Rough: 2.Sheathing Inspection _ : ". 4.>.. , .-::4; " 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable BuildingThat. eaxHxtxgs� N Post;This Ca d.So it is.Visible From;the Street Approved Plans Must be Retained on Job and this•Card Must be Kept '�" it Posted Until;Final Inspection Has_Been Made • • r m '9:fek Where a Certificate:of Oceupancy. s Required,^such Bu ldmg shall,Not be Occupied until a Finai Inspection has been ma• de Permit No. B-18-18 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot:_ 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE a Contractor Name: ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE, LLC I g Contractor License."C5 057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 "" " - " Est Pro ect Cost: $0.00 j., Chimney: HYANNIS, MA 02601 � t 'Permit Fee: $25.00 Description. TENANT FIT OUT FOR UNIT#111 FOR 2 BEDRO�O�M APT Insulation: �� � Fee Paid: $25.00 Project Review Req: Date 1/23/2018 • Final: �� <. Plumbing/Gas Rough Plumbing:- s £. .Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work auiliori ed by this permit is commenced within six'months after issuance. All work authorized by this permit shall conform to the approved application and th'Nppproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structureshall s be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street orroadand shall be maintained open for public mspectioo for the entire duration of the Final Gas: N work until the completion of the same. � �N � 7° i �� f z Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:) ' 11 „ Service: 1.Foundation or Footing � � 4� ,- Rough: 2.Sheathing Inspection � i�, � �`,� _, _ � _ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I, Town of Barnstable Building I. i. . iiia This Ca 3,,-- That it is Visible From the Street Approved'Plans"Must be Retained on:Job andithis Card Must be Kept,' " SS , PostedtUnti Finaat Inspection Has`Bseen Made s a _, n WheC OpyR d BilinshllNot be Occ idunti aFinal Ispecion has been made Permit it i aaert e;ofc c equre , ucudg pe n 4.1 Permit No. B-18-19 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE ContractorName:'- ALLEN L TOSCHES Framing: 3fry/Ar9.414 - Owner on Record: INDEPENDENCE PLACE, LLC ,, Contractor License CS-057208 2 l.Address: 1436 IYANNOUGH RD,SIIITF 4 � ' : „> �� 4 ``. Est Project Cost: $0.00 Chimney: HYANNIS, e MA 02601Permit.Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#201 FOR 2 BEDROOM APT ' + Insulation: Fee Paid:. $25.00 Date 1/23/2018 final: Project Review Req: ,� #p i .5 fk '7/1-/ '7 Plumbing/Gas Rough Plumbing: . li , .,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six�nionths afteeissuance. All work authorized by this permit shall conform to the approved application; th and e approved construction documer is for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures'shall:be in compliance with the local zon ngby laws and codes. This permit shall be displayed in a location clearly visible from access street or;road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 3 Electrical The Certificate of Occupancy will not be issued until all applicable signature bys the•Building and Fire Officialsare provided on this;permit. Service: 1 Minimum of Five Call Inspections Required for All Construction Work: , 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for.Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT final: Town of BarnstableBuilding ze �ii., r , 1 ' Post This Card So That tt is Visible From the Street Approved Plans Must be Retained on Job and.this CarddMust be,Kept > , BAANNTAHL& ;. g a ;�� .s'zs i ,� • ‘6 Posted;Until Final Inspection Has Been Made z� y „- ,, p abtevtiR ' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made a er 1t Permit No. B-18-20 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE $ 1- Contractor Name ALLEN L TOSCHES Framing: 1 , Owner on Record: INDEPENDENCE PLACE, LLC Contractor-License: CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 1 `w� , Est. Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#202 FOR 2 BEDROOM APT Insulation: •, Fee Paid:: $25.00 Project Review Req: J �s `. Date:, 1/23/2018 Final: ! 4 Plumbing/Gas µ �_..�.f mil':�= ��� Rough Plumbing: 4�.,— ._____ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applicat and theapproved construction documents,for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and str'uctures'shall be in compliance with the local zoning by-laws and codes. �� s' Final Gas: This permit shall be displayed in a location clearly visible from access sheet or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ,1 1 Electrical The Certificate of Occupancy will not be issued until all applicable signatures byte Build•fire Officials are,provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:, # ding an; .t , Service: 1.Foundation or Footing , 2.Sheathing Inspection `, V_ , '' _ ._ . , Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ciEr.„,,,, , , ., „ ,_ , Town of Barnstable Building Post This Card So That it is VIsible,From the Street Approved Plans Must be^Retained on Job�and this Card Must be Kept Y ; BARNSTABLE. . w .:?, e , * 7 #Posted Untd Final InspectionHas Been Made � ' ‘44,:zt. Where a Certificate•of Occupancy isRequired,such Building shall Not be Occupied until a Fin:a!Inspection has been made Permit Permit No. B-18-21 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD,BARNSTABLE Contractor Name „ALLEN L TOSCHES Framing: 13fti/ RA _ Owner on Record: INDEPENDENCE PLACE,LLC ,Contractor License 2 CS-057208 I Address: 1436 IYANNOUGH RD,SUITE 4 Est Protect Cost: $0.00 Chimney: HYANNIS, MA 02601 m Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#203 FOR 2 BEDROOM'APT. Insulation: Fee Paid:, $e 25.00 ,� ° Da Final: Project Review Req: �,t��xy 1/23/2018 ,v/ 1 Plumbing/Gas Rough Plumbing: Building Official ", '- ' - '''t' 4S, Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after•issuance. c h= Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents;for which this permit has been granted. g All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for pubIVTpection for the entire duration of the Final Gas: work until the completion of the same. ' r l , , �_ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire Officials are provided on this°'permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Fnunriation or Footing ' Rough: 2.Sheathing Inspection $` 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT J�rfr ; , Town of Barnstable { Building �9 t���:'v � �_R4 �IX, ,7 p` �. x Post This.Card So That it is,Visible From the Street ,Approved Plans Must be,Retamed on Job and this Card Mustbe Kept * WtN�CALLB, i. ,, k M Posted Until Final Inspection Has BeeniMade3 �3 �Pa +.°` Where a Certificate of Occupancy is Required,such Building shall Notbe Occupied untilf,a.Ftnal=Inspection has1been made _Permit ., .. .. ..... ..... ... .. ..arb c?. �cTr, f...,� _ ., ,.. .,r. .,.. .�„a � ,,a _..n .d s-, .:�55 , '.� h .�,.u? _ .;. .., .� Permit No. 8-18-22 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor,Name > ALLEN L TOSCHES Framing :g 1 00_3AV/6ie/lt41e_ Owner on Record: INDEPENDENCE PLACE, LLC Contractor.License: CS-057208 Address: 1436 IYANNOUGH RD,SUITE 4 1 Est. Pro ect Cost: 0.00 e 1 $ Chimney: HYANNIS,MA 02601 - $25.00 PermitFee: Description: TENANT FIT OUT FOR UNIT#204 FOR 2 BEDROOM APT 4 Insulation: Fee Paid $25.00 Project Review Req: Dates 1/23/2018 Final: ' `� -� ' 1 Plumbing/Gas "t__.wrC Rough Plumbing: Building Official �." �� Final Plumbing: permit ise within six months afterissuance. This permit shall be deemed abandoned and invalid unless the work authorizedby'this pe it z . .:;; c . Rough Gas: m r w.i h laic ermit has been ranted. g All work authorized bythispermit shall conform to the approved a lication and the'a roved construction docu ents fo� h c t g PP Pp.; PP P All construction,alterations and changes of use of any building and structures.shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspeetion for the entire duration of the Final Gas: Y work until the completion of the same. Y , 7t ' ''' - - z t I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and,Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1 Foundation or Footing € 2.Sheathing Inspection _ Rough: - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building J Post This Card So That it is Visible From the Street Approved`PIans Must be Retained on Job and this Card,Must be Kept I + ABLISH Posted Until Final in5pect�on Has Been Made • • m 163� s r • o >P PerI11it i � Where a Certificate of Occupancy is Required,such Building shall Not"be Occupjied until a Final Inspection has been made Permit No. B-18-23 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Name, ALLEN L TOSCHES Framing: 1(45,- 3/44 — Owner on Record: INDEPENDENCE PLACE, LLC Contractor License CS057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 "'" " Est Pro ect Cost: $0.00 j, ' Chimney: HYANNIS, MA 02601 ... Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#205 FOR 2 BEDROOM APT. Insulation: Fee Paid,: S 25.00 Project Review Req: "Date 1/23/2018 Final: �/ �''1 Plumbing/Gas � Rough Plumbing: f �� 4 i ":,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after,issuance.. All work authorized by this permit shall conform to the approved application and the approved construction documentstor which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning"by laws and codes Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspection for the entire duration of the work until the completion of the same. . Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire'O fIcials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:: 1.Foundation or Footing 2.Sheathing Inspection „" Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT (-- Town of Barnstable Building l st This Card So That it is Visible From th`e Street Approved Plans Must be Retamedqon Job and;this Card Must be Kept ,t x • 1 M'" Posted Until Final Inspection Has Been Made , k ` 1 . t' i63� ... Permit Bntoi°, Where a Certificate of Occupancy i' Required,such BLi ldmg<sh,all Not be Occupied until a Final Inspection has been made1 12 Permit No. B-18-24 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: (43/#/(8 i Location: 939 MARY DUNN ROAD, BARNSTABLE . Contractor.Name:, ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE, LLC 4_ '` �� Contractor"License: CS-057208 �' 2 Address: 1436 IYANNOUGH RD,SUITE 4 m.��'I_ Est. Project Cost: $0.00 Chimney: HYANNIS, MA 02601 i` 4 4 : Permit Fee: $25.00 l Insulation: ,OM APT , , Description: TENANT FIT OUT FOR UNIT#206 FOR 2 BEDRO Fee Paid' $25.00 Project Review Req: 4 Date 1/23/2018 Final. 1 1 Plumbing/Gas 7` Rough Plumbing: , z ,, . ',Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized.by this permit shall conform to the approved application?and the approved construction documents forwwhich this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public!nspection for the entire duration of the Final Gas: work until the completion of the same. w� A w Electrical The Certificate of Occupancy will not be issued until all applicable signaturesbytthe Bwldmg andl=irre�Officials'are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work. ,, Service: 1.Foundation or Footing , ' � �.:�� Rough: 2.Sheathing Inspection _ . .. T M. I.�..iM.�_.,� _, •. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed P P Final. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ,. Town of Barnstable Building ewittd3[ea+� Post This Card So That it is Visible-From the Street Approved Plans Must beRetamed on Job and this Card Must be Kept �M� l 1Postel Until.Final Inspection Has Been Made r I q :'� 4e3� 7.� , t • Permit � Where a Certificate of Occupancy isfRequired,such Building shall Not be Occupiedunt.l a Final Inspection has been made °. Permit No. B-18-25 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD,BARNSTABLE Contractor Name ALLEN L TOSCHES Framing: 3/0"./4 fig. Owner on Record: INDEPENDENCE PLACE, LLC Contractor License CS 057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 y Est Protect Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#207 FOR 2 BEDROOM APT . f Insulation: Free Paid ` $25.00 Project Review Req: , Date 1/23/2018 Final: � .- -- 1/ 0 Plumbing/Gas 1 Rough Plumbing: 1 . Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within six:months after issuance. All work authorized by this permit shall conform to the approved application`and the`approved construction documents,for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structure,s shall•be in compliance with the local zonmg�by Iaws'and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for blic insp puection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are'provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: P 2.SheathingInspection _ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT di Town of Barnstable .,, r . ' 1x , .''' . Building Post This Card So That it is visible From"the Street-Approved.Plans Must be Retained on Jo.b and this Card Must be Kept + •ABNsTABLB, ' i , MASS. Posted Until"Final Inspection Has`Been Made ° •` ��z� • � , Permit wu Where a Certificate of Occupancy is Required,such Building shall Notdbe Occupied until a Final Inspection;has been made Permit No. B-18-26 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE TNT ���� � Contractor Name ALLEN L TOSCHES Framing: 1 c€)3 i? , Owner on Record: INDEPENDENCE PLACE, LLC Contracto r;icense CS- 057208 21 Address: 1436 IYANNOUGH RD,SUITE 4 Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit.Fee: $2500 Description: TENANT FIT OUT FOR UNIT#208 FOR 2 BEDROOM APT. Insulation: Fee Paid' S 25.00 Project Review Req: Date ,. 1/23/2018 Final: Z ) Plumbing/Gas Rough Plumbing: 1 toa .,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mo the after issuance. � Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. g All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawsiand codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and fire Officals are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work ,,, Service: 1.Foundation or Footing - Rough: 2.Sheathing Inspection _ ... 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � ,. Town of Barnstable ��3 � � _ _ Building BARrrw A �; Post Thu Card So That rt Is Visible.From the Street App:roved'PlansMust be-1Retamed on Job and.this Card Must be Kept Posted Until Finallnspection Has Been Made 4 Permit e. Where a Cert�ficatei,of Occupancyis Required,such Builelmg shall Not be Oc pied until a Final Inspectionthas been made k Permit No. B-18-27 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE ! / Contractor,Narn�e ALLEN L TOSCHES Framing: 1 pK 3!y ��� Owner on Record: INDEPENDENCE PLACE,LLC Contractor License CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 ' _ Est Project Cost: $0.00 Chimney: HYANNIS,MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#209 FOR 2 BEDROOM'APT. Insulation: Fee Paid;- $25.00 Project Review Req: • Date 1/23/2018 Final: �/ Plumbing/Gas Rough Plumbing: ,,, 1 •fr ': Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mVonth s after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zo in ng by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. E Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire Officials are;provided on this permit. " Service: Minimum of Five Call Inspections Required for All Construction Work: , 1:Foundation or looting ' ��` '' Rough: 2.Sheathing Inspection �. , ,•,_ __ •u� 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: • Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable '3 Building ' :� Post This Card'So'That it is Visible,Fromgtt a Street` Approved Plans Must be Retained on Job and.this Card Must b'e Kept M" 'Posted Until`Final Inspection Has Been Made yam i he Where a Certificate of Occu anc:;is Requ red,such Gilding shall Nor.t=bLe,Occupied5until a Final Inspection has been rn�ade - ei mi i Permit No. B-18-28 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE 4 g: 6)3/y//844e Contractor-Name ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE,LLC . 4, Contractor License: CS7057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 - Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 � 4 _ Permit Fee: $25.00 ;� Insulation: Description: TENANT FIT OUT FOR UNIT#211 FOR 2 BEDRO.OM� PT , .Fee Paid: $25.00 Project Review Req: "l Date: 1/23/2018 Final. I Plumbing/Gas *�� 1 Rough Plumbing: a � Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after-Issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. g All construction,alterations and changes of use of any building and stri ctures sh la I be in compliance with the local zoning by laws and codes. s ` Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. k - ,t Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:` A, Service: 1.Foundation or Footing 1 Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 4,(/:::‘ ,-. ., —,,,,,. ,,,,-, - .-..z,,,,,,,,. . ...„-,.. ,., •., . - . Town of Barnstable Building l Post This Card So That rt is,Visible From the Street Approved,Plans Must be Retained onliob and this Card Must be Kept i C Posted Until Final Inspection Has Been Made 7.. • E Permit as R 1 e 111 ° Where a Cep fic to of Occupancy:is Required,such Building shall Not be Occupied, until a Final inspection-has been made it Permit No. B-18-29 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD,BARNSTABLE Contractor Name „FALLEN L TOSCHES Framing: 424 /' 1i &i Owner on Record: INDEPENDENCE PLACE, LLC Contractor License CS 057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 �EstProject Cost: $0.00 Chimney: HYANNIS,MA 02601 i Permit.Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#301 FOR 2 BEDROOM.APT �f Insulation: P ?Fee Paid z $25.00 Project Review Req: :* {Date 1/23/2018 Final: l/-z Plumbing/Gas "r "tea Rough Plumbing: li -Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mos arissuance. n All work authorized by this permit shall conform to the approved applicatio and the approved construction documentsnthfte for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structure's shall'be in compliance with the local zoning by laAws:and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicAl speetion for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Budding and Fire Off.Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ,g $ Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable '# �. Building . A � iPost This Card So That rt is Visible From the Street Approved Plans Must be Retained on Job andthisCard Must be Kept 6' Posted Until Final Inspection Has Been Made i. rm '�" Where a Certificate;of�Occupancy is Required,suchzBuildmg shall Not'be Occupied until a Final Inspection tics been made P el 1111 L Permit No. B-18-30 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD,BARNSTABLE / • Contractor Name: .ALLEN L TOSCHES Framing: �3J l t!/!8 Am - Owner on Record: INDEPENDENCE PLACE,LLC Contractor License CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 k 1 Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#302 FOR 2 BEDROOM APT Insulation: . • Fee Paid: $25.00 Project Review Req: Date.• 1/23/2018 Final: i ;? x r� / 7 Plumbing/Gas / If; Rough Plumbing: . 1 . ,, •• Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized byAhis permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and they approved construction documents for which,this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall bye in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: y a work until the completion of the same. il Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe BuildingandiFire Officials are;provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work:z Service: 1.Foundation or Footing i' 2.Sheathing Inspection .. 3 f z 1 Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: with unregistered contractors do not have access to the guarantyfund" asset forth in MGL c.142A). "Persons contracting g Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable .1di g Post This Card So That it is Visible.From the Street Approved Plans Must b`e,Retained on Job and this Card Must be Kept MAIM.s . Posted Until Final i sspection Has Been Made f 1 �. `rPermit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Finalvinspection=has been made Permit No. B-18-31 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Name 'R '',,, L TOSCHES Framing: nK 3//Ylfepj(Ilc/ -�c Owner on Record: INDEPENDENCE PLACE,LLC Contractorticense,: CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 - , fEst Project Cost: $0.00 HYANNIS, MA 02601 ,,. Chimney: Y }Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#303 FOR 2 BEDROOM APT �s Insulation: xFee Paid:. $25.00 Project Review Req: s Date 1/23/2018 Final: �� ' �/1�n Plumbing/Gas t t s Rough Plumbing: i fl , ;II - a Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the;approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or.roadbe maintainedopen c inspe and shall for publiction for the entire duration of the Final Gas: work until the completion of the same. •l Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe?Building and Fire Officials are;provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: x :, , a Service: 1.Foundation or Footing t ..v 5 2.Sheathing Inspection ,,. Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .� of Barnstable I. Town rnstab e Post This Card So That it is Visible From the Street,<Approved Plans Must be'Retaine1.d on Job and,,this Card Must be Kept � tAlWS'CABLB. '�' � � � ,: :.- '- �a"'�� �x � �'^q x� W � `� $ • MA Posted Until Final'Inspection Has Been Made x �k • x ffKli� � 'Permit b n Where a Certificate of Occu anc is Re aired,s ch Buildm shall Not be Occupied until a Final Ins• ection-has been ma e i...iva_.....tt p c i •.q »r. - u „t l gam.-.. .._ _ . b...p _...... . _ - . P s,, , . -,,,,.-,,,,,, �.,�,, Permit No. B-18-32 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot:_332-013. __ Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE '5, Contractor Name ALLEN L TOSCHES Framing: 1,C.: 3/iyhs,jeinc Owner on Record: INDEPENDENCE PLACE,LLC Q V S Contractor.License: -057208 2 A4 T Address: 1436 IYANNOUGH RD,SUITE 4 �- ,' Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#304 FOR 2 BEDROOM APT Insulation: Fee Paid: $25.00 Project Review Req: A . Date: 1/23/2018 Final: i ,��.oOC'ty/-� Plumbing/Gas Rough Plumbing: --' `< ` ' Building Official 1 Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorii d by th s permit is commenced within six months after issuance. pp permitg Rough Gas: All work authorized by this permit shall conform to the approved application and theca roved construction documents for which this has been ranted. g All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ; , Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and=Fire Officials are provided on this`permit. Minimum of Five Call Inspections Required for All Construction Work: t t Service: 1.Foundation or Footing - w t Rough: 2.Sheathing Inspection �.N• , -a. . ... ...5 . , - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 01144 Town of Barnstable Building 4, ►15 h Post This Card So That it is Visible From the Street Approved;Plans Must be Retained on Job andithis'Card Must be Kept HARAtlTI'ABLB, • - � -. ,- � -�. �" �F � MAC Posted Until Final Inspection Has Been Made ) l permit 1a il Where a Certificate,of Occupancy�s'Required,such Building shall Not be Occupied until a Final,lnspectiort hae,been made i ei inn Permit No. B-18-33 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE 3 Contractor Name: ALLEN L TOSCHES Framing: 1 pf 3//1/715:vv Owner on Record: INDEPENDENCE PLACE,LLC Contractor License CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 � ; s Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 ? Permit Fee: $25,00 ��° Insulation: M Description: TENANT FIT OUT FOR UNIT#305 FOR 2 BEDROO APT Fee Paid' $25.00 Project Review Req: Date: 1/23/2018 Final: 7t7 Plumbing/Gas A Rough Plumbing: f :, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application:and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this'permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing 2.Sheathing Inspection :; Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT cfr Barnstable Building Town o Barnsta ' 1 Il Post This Card So That it.is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept BAktN'SC'AttLe. v Y s t --. i. bA Posted Until,Final Inspection`Has Been Made .4 ,, , permit �ea Where a Ce(tificte�of Occupancy:is Required,such Building shall Not,be Occ pied until a Final{Inspection has been made .. ) . •.. sue .I.,.. ._ , -,-', -.6.,,,,,- ....,,,,,_ ,,_,E. .;M.,,,,,,....,<._ • ._. n.�.. ...,<, .�..,,v r....a,:- .-,„. Permit No. B-18-34 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE ContractorVName,," ALLEN L TOSCHES Framing: r 4 ., g: (2A, 3 6y ld�/P cf�� Owner on Record: INDEPENDENCE PLACE, LLC ,, Contractor'License 057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 AYS ' a Est&Project Cost: $0.00 Chimney: HYANNIS, MA 02601 a1 i Pe mlt Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#306 FOR 2 BEDROOM;APT = Insulation: 'Fee Paid,: $25.00 Project Review Req: Final: Date z 1/23/2018 1/ ° Plumbing/Gas Rough Plumbing: Building Official '� 1, S t• Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withal s,x) oaths after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents fr which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmgibyIawsand codes. This permit shalt be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and;Fire Officials are provided orthis;"permit. Minimum of Five Call Inspections Required for All Construction Work:'€ F k v Service: 1.Foundation or Footing 2'' 2.Sheathing Inspection .. -.;,1„ .,%. " Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1. Town of Barnstable Building Post This Card So That it is Visible From the Street Approyed�l?lans Must be Retained on Job and this Card Must be Kept , 4. BAt12itTYfi;" ABLL, z M . Posted Until'Final Inspection Has Been 1Vlade1 y o , t i • 4e6. .s Where a Certificate of:Occu anc i"s Re wired such Buildm��sh'all Notbe Occu ied until a Final,l s ection has been made permit b � p �Y:�� �q:��ems,�',�s° . . � ��g. :2., .. �.. p �., ,,..�.._�, .:. _ .�:,�.:,��.�,�...���n� e a�.� - , E,..�.a Permit No. B-18-35 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE Contractor Name:7..- ALLEN L TOSCHES Framing: 1 : 3/i5///8/eititiz-- Owner on Record: INDEPENDENCE PLACE, LLC ', Contractor License: CS-057208 Address: 1436 IYANNOUGH RD,SUITE 4 �-- r Est. Project Cost: $0.00 � � � Chimney: HYANNIS MA 02601 ''' • � ,L4 . Permit Fee: $25.00 a Insulation: Description: TENANT FIT OUT FOR UNIT#307 FOR 2 BEDROO APT Fee Paid: $25.00 Project Review Req: Date.,. 1/23/2018 Final: ° ?"- -7 -- —_' Plumbing/Gas Rough Plumbing: -,,,,-,:„4,:-;',..,-:;-,. . . Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized',by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application,and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structureshalt s in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access streetor road and shall be maintained open for public inspection for the Entire duration of the Final Gas: work until the completion of the same. ',,1 I P - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by;the Building and Fire Officials are provided on thisipermit. Minimum of Five Call Inspections Required for All Construction Work ' � ' 4 Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection L.. ... a,.,.�..:a1.. ._,,,_ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT (--- Town of Barnstable Building Post This Card So That rt is Visible;From the Street Approre.ved Plan Must be`,Retained on Job and this Card Must�be Kept 'TM'" Posted Until Final Inspection Has Been Made 4 �63� 3 permit b � Where a Certificate;of Occu anc is Re aired such Bwldm shall Not be Occu ied until a Final Ins ection has been made Permit No. B-18-36 Applicant Name: ALLEN LTOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE 4 7‘11 ^ Contractor Name ALLEN L TOSCHES Framing: 1 00 /,�// ;')Allitc�.-- Owner on Record: INDEPENDENCE PLACE, LLC t�'' Contractor License: CS 057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 • °• Est. Project Cost: $0.00 Chimney: HYANNIS, MA 02601 • permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#308 FOR 2 BEDROOM APT ,lInsulation: Fee Paid: S 25.00 r Date , 1/23/2018 Final: Project Review Req: � �/_/_..-/ Plumbing/Gas 4 Rough Plumbing: ' :...-- -e ev •: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application a:nd.the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,pi.iblic inspection for the entire duration of the Final Gas: work until the completion of the same. - `9 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on"this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection � i l.. _, R Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGLc.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 4e, Town of Barnstable Building Post This Card So That it is Visible From the Street Approved Plans Must be"Retained on Job and this Card Must be Kept lA1t"IIt'Ait1.E. .. .. v `,0 ` ,,v , , ti $ 4 , ! r `x : : • 6 Posted Until Inspection Ha Beeiitit a Permit eb ° Where'a Certificate:of Occu anc Is,Re uired,such Build•in shallNot be Occupied until a Final Ins ection has been made a mit Permit No. B-18-37 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE FpI T Contractor Name ALLEN L TOSCHES Framing: 1 3//q /S7pJ Owner on Record: INDEPENDENCE PLACE,LLC 1`, ,A' .' Contractor License:; CS-057208 2 1 Address: 1436 IYANNOUGH RD,SUITE 4 • Est Project Cost: $0.00 Chimney: HYANNIS, MA 02601 ' , , Permit Fee: A $25.00 Insulation: Description: TENANT FIT OUT FOR UNIT#309 FOR 2 BEDROOM APT. . Fee Paid;` $25.00 De ,1 1/23/2018 Final: Project Review Req: Plumbing/Gas as . �C� 'y Rough Plumbing: ,, ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within`six months afterssuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structure shall be in compliance with the local zoning bylawsand codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ." Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are-provided on thispermit. Minimum of Five Call Inspections Required for All Construction Work s >, Service: 1.Foundation or Footing "'" Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town •of Barnstable • ', Building .�xtvsrwa ( Post This Card So That it is Uisible.From the Street-ApprovedPlans Must be Retained on Job and thisicard Must be Kept M" Posted Until Final Inspection`Has Been Made t fy� �e� . �� _ ����� Permit er,htx+ Where a Certificate of Occupancy s Required,such Building shall Not be Occupied until a Final Inspect,son�has been made Permit No. B-18-38 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot: 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE � 3/ Contractor Name: ALLEN L TOSCHES Framing: o / 18JeitzeC� Owner on Record: INDEPENDENCE PLACE,LLC Contractor License': CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 Est. Project Cost: $0.00 Chimney: HYANNIS,MA 02601 Permit Fee: $25.00 Description: TENANT FIT OUT FOR UNIT#311 FOR 2 BEDROOM APT. Insulation: FeerPaid ` $25.00 Project Review Req: Date �) 1/23/2018 Final: �i: Plumbing/Gas Rough Plumbing: �� Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorised by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved appI,iation and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by,laws'and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. A Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building s / Post This Card So That it is Visible From the Street ApprovedPlans Must be Retained on.-Job and this Card Must be Kept MAS$ Posted Until':Final Inspection Has Been Made - ` >x m• wok Where a Certificate of Occupancy s,Requared,such Buildmg shall Not be Occupied until a Final Inspection has been made PermitItcj No. B-18-39 Applicant Name: ALLEN L TOSCHES Approvals Date Issued: 01/23/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 07/23/2018 Foundation: Commercial Map/Lot 332-013 Zoning District: IND Sheathing: Location: 939 MARY DUNN ROAD, BARNSTABLE 1, Contractor Name: ALLEN L TOSCHES Framing: 1 Owner on Record: INDEPENDENCE PLACE,LLC �' 3 � � Contractor License: CS-057208 2 Address: 1436 IYANNOUGH RD,SUITE 4 Est. Project Cost: $0.00 Chimney: HYANNIS, MA 02601 Permit Fee: $75.00 ' r 4 Description: FIT OUT FOR COMMON AREA(NON-DWELLINGUNIT SPACE) Insulation: Fee Paid:` $75.00 INCLUDING MECHANICAL ROOMS,STAIRS, ELE e,VATORCAB Final: UNFINISHED SPACE ROOM. , < Date: 1/23/2018 Project Review Req: �:� G Plumbing/Gas umbing/Gas " , Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized btthls permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application'a d he approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the 3 work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andrire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: , , ` . ,,r Rough: 1.Foundation or Footing �,_<,,ti � ..— ,„ . A..,1- _- 1 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT The Commonwealth of Massachusetts = it Department of Industrial Accidents _;— �e; Office of Investigations 1°8`= ' 600 Washington Street Boston, MA 02111 • www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Stateside Construction.Group, Inc. 206 Andover Steetite 1 Address: _ - _ Suite City/State/Zip: Andover, MA 01810 _� Phone #: (978)475-2900 Are you an employer?Check the appropriat ox: Type of project(required): 1.❑ I am a employer with 4. 10 I am a general contractor and I 6. IONew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees:: Below is the policy and job site information. Insurance Company Name: Travelers Indemnity Co ;of America Policy#or Self-ins. Lic # _ DTEUB-1407M84-8-17 Expiration Date: 4/5/18 Job Site Address: 931 MAW V lJN RD • FAY/14)51A0a.t MA City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage e verification. g g I do hereby certi under pains and penalties of perjury that the information provided above is true and correct Signature: Date: AV/A? Rob Gaudet Accounting Manager er Phone#: (978)475-2900 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: TRAVELERSJ� WORKERS COMPENSATION ONE TOWER SQUARE AND HARTFORD, CT 06183 EMPLOYERS LIABILITY POLICY TYPE V INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (DTEUB-1407M84-8-17) RENEWAL OF (DTNUB-1407M84-8-16) INSURER: THE TRAVELERS INDEMNITY COMPANY OF CONNECTICUT 1. NCCI CO CODE: 12637 INSURED: PRODUCER: STATESIDE CONSTRUCTION GROUP; BURGIN PLATNER HURLEY INC. 14 FRANKLIN ST 206 ANDOVER STREET QUINCY MA 02169 SUITE, 1 ANDOVER MA 01810 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s)attached: 2. The policy period is from 04-05-17 to 04-05-18 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s)listed:here: MA NH B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 1000000 Each Accident Bodily Injury by Disease: $ 1000000 Policy.Limit Bodily Injury by Disease: $ 1000000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: AL AR AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NJ NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI WV D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION. OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 04-06-17 .. RR OFFICE: QUINCY/AET-BOSTMA 307 DIRECT.BILL PRODUCER: BURGIN PLATNER HURLEY HF401 } PDF created with pdfFactory trial version www.pdffactorv.com I ::____1 '4R D CERTIFICATE OF LIABILITY INSURANCE DATE "Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Janet Sweeney, CIC, CPCU Burgin, Platner, Hurley Insurance Agency, LLC Wino F7n1. (617)691-2628 FAX Na(617)773-9626 14 Franklin St. EMAILADDRESS: P s2@b hins.com INSURER(S)AFFORDING COVERAGE NAIC q Quincy MA 02169 INsuRERA:Travelers Property Casualty 25682 INSURED INsuRERa:Travelers Indemnity of CT Stateside Construction Group, Inc. INsuRERc:The North River Insurance 206 Andover Street Suite 1 INSURERD: INSURER E: Andover MA 01810 INSURER F: COVERAGES CERTIFICATE NUMBER:2017-2018 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR J NSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY y y CO-350P8911 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence) $ 300,000 A CLAIMS-MADE X OCCUR 4/5/2017 4/5/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENII AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,00 0,0 00 7 POLICY n PEt 1 n LOG $ AUTOMOBILE LIABILITY y y BA-68888348 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 4/5/2017 4/5/2018 BODILY $ AUTOS AUTOS ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE _ AUTOS (Per accident) $ X $ X UMBRELLA LIAB X OCCUR Y Y CIIP-0J854585 EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 4/5/2017 4/5/2018 $ B WORKERS COMPENSATION y IIB-1407M848 WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N X TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) • 4/5/2017 4/5/2018 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under • DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 5228007075 4/5/2017 4/5/2018 Ea.Occurrence 5,000,000 C Excess Liability Y Y Aggregate 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) General Certificate CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sample ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R Besse, CIC CISR CPI � �� .gym ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 mmnnei m Tho A(`(1Rr1 name anti Innn a►o raniefororl marlre of ArfR11 1 Aco® CERTIFICATE OF LIABILITY INSURANCE DATE(IMIDD/YYYY) `•..----- 12/8/17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES a, BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT DeOliveira Insurance Services PHONE JOE DEOLIVERIA FAx 509 Falmouth Road EAAL Easy (508) 477-3023 (A/C.No): (508) 638-6463 ADDRESS: joeinsure@comcast.net Suite 6 INSURE R(S)AFFORDING COVERAGE NAIC# Mashpee, MA 02649 INSURERA:MSA INSURED INSURER B:PROGRESSIVE INSURANCE Barber Drywall Inc INSURER C:NGM 270 Communication Way INSURERD:The Hartford-08089020 Suite 2H INSURERE: Hyannis, MA 02601 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POUCY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMIER (MMIDD/YYYY) (INAIDD/YYYY) LINTS i A GENERALLUIBILITY MPP1762C 5/24/17 5/24/18 EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED I PREMISES(Es occurrence) $ 500,000 CLAIMS-MADE X OCCUR MEDEXP(Any one parson) $ 10,000 PERSONAL&ADVINJURY $ 2,000,000 , GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 4,000,000 PRO- POLICY I f I.ECT LOC $ B AUTOMOBILE LIABILITY • 03968345-0 3.0/27/17 10/27/18 EOMB�N Dt)INGLELIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X (Per SCHEDULED BODILY INJURY accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ C UMBRELLA LIAB H OCCUR CUP1762C 5/24/17 5/24/18 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED X RETENTION$ 10,000 $ 1,000,000 D YORAND KERLOYERS'NABILOITY YIN 08WECCK9423 9/28/17 9/28/18 x TCWIRYI MT T ER O ANY PROPRIETOR/PARTNER/EXECUTIVE � E.L.EACH ACCIDENT' $ 500,000 OFFICER/MEMBER EXCLUDED? -• r N/A (Mandatory lnNH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Renerks Schedule,If more space Is required) I DRYWALL INSTALLATION JOSEPH S BARBER III IS LISTED AS A COVERED EMPLOYEE UNDER THIS WORKERS COMPENSATION POLICY Project: Carriage House Apartments , 939 Mary Dunn Rd. Hyannis, MA 02601 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN State Construction Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 206 Andover St. Andover, MA 01810 AUTHORIZED REPRESENTATIVE I Amanda Eldridge ©1988 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: ?sierrac;8/8/2017 9:18 AM,viewcert.pdf a A�o® CERTIFICATE OF LIABILITY INSURANCE//2 DATE(MMIDDIYYYY) 08/08/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. PHON: 20 CHURCH STREET (A/C.No.Ext): FAX No): HARTFORD,CT 06103 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NA)C It INSURER A:Hartford Fire Insurance Company 19682 INSURED INSURER a:National Union Fire Insurance Company of Pittsburgh,PA 19445 OTIS ELEVATOR COMPANY ONE FARM SPRINGS ROAD INSURER C American Home Assurance Company 19380 FARMINGTON,CT 06032 INSURER D:New Hampshire Insurance Company 23841 INSURER E: I', INSURER F: COVERAGES CERTIFICATE NUMBER:6FPESUCZ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTRINSD YWD POLICY NUMBER (MM/DDIYYYY) (MM/DDIYYYYL LIMITS A X COMMERCIAL GENERAL LIABILITY 02CSET10004 04/01/2017 04/01/2018 1,000,000 I EACH OCCURRENCE $ CLAIMS-MADE X OCCUR $2,000,000 general aggregate per DAMAGE 10 REMED 300,000 location/project PREMISES(Ea occurrence) $ 1 $10,000,000 policy general aggregate MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ • 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X. JECOT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 02CSET10000 A/O) 04/01/2017 04/01/2018 COMBINED SINGLE LIMIT 02CSET10019((HI) (Ea accident) $ 1,000,000 X ANY AUTO Hartford Underwriters Ins BODILY INJURY(Per•person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ _ AUTOS ONLY ^ AUTOS ONLY. (Per accident) A X UMBRELLA LIAB .X OCCUR 02HUT10021 04/01/2017 04/01/2018 EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED RETENTION$ $ B WORKERS COMPENSATION CT WC(SIR 2.5MM)EX COV- 04/01/2017 04/01/2018 X PER OTH- C AND EMPLOYERS'LIABILITY 6583040 STATUTE ER 0 ANY PROPRIETOR/PARTNER/EXECUTIVE YIN CA-015519205 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A FL-015519206,MA-015519212 1,000,000 (Mandatory In NH) MN-015519208,MULTI-015519204 • E.L.DISEASE-EA EMPLOYEE $ If yes,describe under MULTI-015519207,MULTI- 1,000,000 DESCRIPTION OF OPERATIONS below • 015519211 E.L.DISEASE-POLICY LIMIT $ A Owners'and Contractors'Protective 02CSET31000 04/01/2017 04/01/2018 Occurrence. $ 2,000,000 Aggregate $ 2,000,000 $ $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Carriage House Apartments,939 Mary Dunn Road,Hyannis,MA Stateside Construction Group is named insured on the OCP policy.The GL,AL and WC insurance policies include a waiver of subrogation to the extent agreed under written contract.OTIS ELEVATOR COMPANY. 644124 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Stateside Construction Group,Inc. .AUTHORIZED REPRESENTATIVE 206 Andover Street Suite#1 [/..arr.444 y Andover,MA 01810 °`�"y 7' /D ) :-4— Page 1 of 2 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD d fr� OWNERS AND CONTRACTORS PROTECTIVE LIABILITY CERTIFICATE OF COVERAGE OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE is provided by the insurance company of the Hartford shown below;is provided on behalf of the Designated Contractor scheduled hereon;and consists of: A. This Certificate of Coverage. B. Owners and Contractors Protective Liability Coverage Form;and C. Any Endorsements issued to be a part of the Owners and Contractors Protective Liability Coverage Form and listed below: Insurer: Hartford Fire Insurance Company Policy Number:02CSET31000 HARTFORD, CT 0.6115 Previous Policy Number:NEW Issued to Named Insured and Mailing Address: Stateside Construction Group, Inc. 206 Andover Street, Suite #1 Andover, MA 01810 • Designated Additional Insureds: Stateside Construction Group Coverage Period: 04/01/2017 to 04/01/2018 12:01 a.m.,standard time at your mailing address shown above. (Coverage Period means the period beginning with the inception date coverage is provided for the project specified herein and ending with the earlier of cancellation cf coverage,expiration of coverage or completion of the project) Designated Contractor and Mailing Address: OTIS ELEVATOR COMPANY ONE FARM SPRINGS ROAD FARMINGTON, CT 06032 • Location of Covered Operations: Carriage House Apartments 939 Mary Dunn Road Hyannis, MA Contract Number: 644124 LIMIITS OF INSURANCE The Limits of Insurance,subject to all the terms of this Owners and Contractors Protective Liability Coverage Form that apply,are: Each Occurrence Limit 2, 000, 000 Aggregate Limit 2, 000, 000 Premium: Included as part of the total Coverage Part premium,which is the responsibility of the Designated Contractor. Form Numbers of Coverage Forms,Endorsements and Schedules that are part of this Owners and Contractors Protective Liability Coverage Form: Issue Date:08/08/2017 Form HS 78 71 01 00 (c)2001,The Hartford 6FPESUCZ Page 2 of 2 1 Client#:37036 2COMMERCIALEL ACORDT. CERTIFICATE OF LIABILITY INSURANCE, /266a, DATE TE(MM017YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ACT Dowling&O'Neil Dowling&O'Neil Insurance Agency PHONE 508 775-1620 Fi47t 5087781218 (A/C,No,Ext): (A/C,No): 973 lyannough Road DRss: coi@doins.com P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:The Hartford 19682 INSURED INSURER B: Commercial Electrical Solutions,Inc. INSURER c P.O.Box 88 INSURER D: Bourne,MA 02532 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS A GENERAL LIABILITY X X 08SBAR03219 10/15/2016 10/15/2017 EACH OCCURRENCE $1,000,000 E X COMMERCIAL GENERAL LIABILITY PREMISES(EaE ante) $1,000,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 —1 POLICY n 1-f ri LOC $ A AUTOMOBILE LIABILITY X 08UECAY6326 10/15/2016 10/15/2017(Ea aCCIdeD SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS _ AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) A x UMBRELLA LIAB X OCCUR X X 08SBAR03219 10/15/2016 10/15/2017 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10000 $ A WORKERS COMPENSATION X 08WECEK8425 10/15/2016 10/15/2017 X we srnru- oTH AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER OFFICEWMEMBER PROPRIETOR/PARTNER/EXECUTIVE ECUTIVE N N/A E.L.EACH ACCIDENT $500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Project:#270-17002-Carriage House Apartments;939 Mary Dunn,Road,Hyannis,MA Certificate holder and Owner are named additional insured for general liability on a primary and non contributory basis when required by written contract.Waiver of subrogation applies when required by written contract. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Stateside Construction Group, SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 206 Andover Street,Suite 1 Andover,MA 01810-5645 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #5197267/M197266 CBD DESCRIPTIONS (Continued from4Page 1) Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. SAGITTA 25.3(2010/05) 2 of 2 #S197267/M197266 r/ k, Client#:40919 2EASTCO4 ACORDTN CERTIFICATE OF LIABILITY INSURANCE/ odd DATE(MM/DDIYYYY) �� 08/31/2017 _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dowling&O'Neil Dowling&O'Neil Insurance Agency PHONED, ),508 775-1620 jac No): 5087781218 973 lyannough Road EDORIeSS: coi@doins.com P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance Company 31325 , INSURED INSURER B:NorGuard Insurance Company 31470 East Coast Plumbing, LLC •Fireman's Ins.Co.of Washington DC INSURER C: ei 21784 23 Summerwind Lane INSURER D: North Falmouth,MA 02556 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) UMITS A GENERAL LIABILITY X X BOA036910516 11/23/2016 11/23/2017 pEACHES(OECTCpURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISEaErNr-u ence) $50,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENII AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 —1 POLICY n JE O- n LOC $ C AUTOMOBILE LIABILITY X X MAA036671516 11/23/2016 11/23/2017riEa accideDn SINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE _ AUTOS (Per accident) $ $ A UMBRELLA UAB — OCCUR X X CUA036698916 11/23/2016 11/23/2017 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$O $ B WORKERS COMPENSATION EAWC875825 07/09/2017 07/09/2018 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY OMITS FR OFFICERR/ME OFFICER/MEMBER EXCLUDED?ECUTIVE N N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Job:Plumbing and Heating-Project#270-17002-015 The Carriage House Apartments,939 Mary Dunn Road, Hyannis,MA. Stateside Construction Group,LLC and their respective officers,directors,employees and agents are named as additional insured for ongoing and completed operations on a primary,non-contributorybasis with respect (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Stateside Contruction SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 206 Andover Street ACCORDANCE WITH THE POLICY PROVISIONS. Andover,MA 01810 AUTHORIZED REPRESENTATIVE �--�/ I 4,i.`� -plc-�� ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #5197306/M195583 CBD r DESCRIPTIONS (Continued fromPage 1)- to general liability,auto and umbrella policies when required by written contract.Waiver of Subrogation in favor of Stateside Construction Group,Inc.and owners applies to general liability and auto liability when required by written contract. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. .{i.s 3• eq. !" ' +fix • i FJ44. i . 4,s �w , .. et s71 r {",•'=* ti t. . 4M .}, t f'.i a d w.: n '�rr..w-'a`.7'd.�?.#-. ti ... SAGITTA 25.3(2010/05) 2 of 2 #S197306/M195583 r ACG CERTIFICATE OF LIABILITY INSURANCE DATEIMI/DDNY,rY) �..---- 12/07/17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONlt;I NAME: James G.Beaulieu Paul T Murphy Insurance Agency PHONE o ;q; 781-321-9700 al,No 781-324 253 628 Broadway Rt.99 ADDRESS: jbeaulleu@ptminsurance.com Malden,MA 02148 INSURERS)AFFORDING COVERAGE NAIC 0 INSURER A: Merchants Insurance , INSURED INSURER B c Cowboy General Services,Inc. INSURER C 32 Belmont Street INSURER D: Malden,MA 02148 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: . : . REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE ADDL3uex POLICY OF POLICY EXP LIMITS INSD um POUCY NUMBER jMMIDDJYYYY) (MMIDDIYYYY) X COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE" $ 1,000,000 CLAIMS-MADE Z OCCUR DAMAGPREMISES TO Rk.Ncum , PREMISES(Ea occurrence) $ 500,000 MED-EXP(Any one person) s .15,000 A BOPi096618 09/15/17 09/15/18 PERSONAL B ADV INJURY $ Included GEM.AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ . 2,000,000 POLICY a:JEC 0 LOG PRODUCTS-COMP/OP AGG $ : 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED sissix.LIMIt $ 1dent) ,000,000 ANY AUTO BODILY INJURY(Per person) $ — OWNED SCHEDULED U A AUTOS ONLY x Al1TOs MCA0000196 09/15/17 09/15/18 BODILY INJURY(Per accident) s X HIRED X NON-OWNED PROP.ERTYDARIAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) $ x UMBRELLA LIAB x OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS UAB CLAIMS-MADE CUP9149210 09/15/17 09/15/18 AGGREGATE $ 1,000,000 DED. XI RETENTION$ 10,000 $. . WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY x STATUTE ER. • ANY PROPRIETOR!PARTNER/EXECUTNE Y I N E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? N NIA WCA9101017 09/15/17 09/15/18. (Mandatory In NH) E.L.DISEASE•EA EMPLOYEE $ 1,000,000 II yes describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ e 1,000,000 DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Painting Contractor-Coverage subject to policy terms.conditions,endorsements and exclusions. With respect to the General Liability policy listed above,Stateside Construction Group,Inc.,and Independence Place,LLC are Included as additional insureds on a primary and non-contributory basis as required by written contract per form MU8277(11/11). With respect to the Commercial Auto Policy listed above,Stateside Construction Group,Inc.,and Independence Place,LLC are included as additional Insured on a primary and non-contributory basis as required by written contract per form MU8269(06/15).The listed workers compensation policy Includes waiver of subrogation In favor of Stateside Construction Group, Inc.,and Independence Place,LLC per form WC 00(03/13). The listed Commercial Umbrella follows underlying forms subiect to oolicv terms.conditions.endorsements.and exclusions. Forms Attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Stateside Construction Group,Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 206 Andover Street Suite 1 AUTHORIZED ES TATIV Andover,MA 01810-5645 " ^"'-- ©1988-2 CORPO ATION reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of AGO , A 15 CERTIFICATE OF LIABILITY INSURANCE DATE( 2i )1, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED. REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such.endorsement(s). PRODUCER CONTACT . NAME: Waterford Insurance Agency Inc PHONE. FAX Ic Nn Ex : (508) 746-1245 - voc.No): (508) 746-.8338gt dba DiMarzio Insurance AgencyMaL . . . 21 Main Street, PO Box 3476. AODREss: John@DiMarzioInsurance.com INSURER(S)AFFORDING COVERAGE NAIC q Plymouth, MA 02361 INSURER A:ARBELLA PROTECTION INS CO INSURED INSURER B:ARBELLA .INDEMNITY INS CO Continental Ceilings Corp INSURER C.; 29 High Beacon Way YNSURER D:- Marshfield, MA 02050 INSURER E: .. INSURER F. COVERAGES CERTIFICATE N UMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY TI-E POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR. TYPE OFINSURANCE . - INSR MD POUCY.NUMBER (MM/CONYYY) (MMIDIYYYYY) LIMTS A GENERAL LIABIUTY Y Y 85000.39080 2/19/17 2/19/18 EACH OCCURRENCE. $ 1,.000,000. X COMMERCIAL GENERAL LIABILITY DAMAGE TORENTED PREMISES(Ea occurrence) $ . . 50,000 .. CLAIMS-MADE piOCCUR ME EXP(Ary one perscn) $ 5,000 PERSONAL8 ADV INJURY $ 1 000,000 GENERAL AGGREGATE. . $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIEER PRODUCT$-COMP/OPAGG $ 2,000,000 POLICY I I.EC IOC $ . . AUTOMOBILE 2/19/17 2 19/18 COMBINED SINGLELIMIT B Y Y 50304400003 (Ea accident) $ .1,000,000 .. ANY AUTO BODILY INJURY(Per person) $ ALLOWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS (Per accident) $ A X.I UMBRELLA LIAR OCCUR Y Y 4600021437 - 2/19/17 2/19/18 EACH OCCURRENCE- $ 5,000,000 EXCESSLIAB CLAIMS-MADE AGGREGATE $ 5,000,000 .. DED.. X RETENTION'$ 10,000 . . . . . . ._ . . . .. . . _ . .$. NDRKERS COMPENSATION 2/19/17 2/19/18 TnRY IM T S X flR- A Y 4220050691 AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTNE EL EACH ACCIDENT $ 500,000 OFFICE MEMBER EXCLUDED? NI NIA (Mandatory In NH) E L.DISEASE-EA EMPLOYEE $ 500,000 D EeSsC RcrO OeOrP ERATIONSbelow E.L.DISEASE-POLICY LIMIT $ 500,000 IISCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remits Schedule,If more space Is required) PROJECT: CARRIAGE HOUSE APARTMENTS, 939 MARY DUNN ROAD, HYANNIS, MA 02601 STATESIDE CONSTRUCTION GROUP, INC IS INCLUDED AS. ADDITIONAL INSUREDS INDEPENDENCE PLACE, LLC 1436 IYANNOUGH ROAD, HYANNIS, MA 02601 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN STATESIDE CONSTRUCTION GROUP ACCORDANCE WITH THE POLICY PROVISIONS. INC. 206 ANDOVER ST. SUITE 1 AUTHORIZED REPRESENTATIVE ANDOVER, MA 01810 4 lir"� -,'57(/telefif;t: I o---`':8-2010"ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: CCDELLAGATTA@ STATESIDE 1.COM Y ,�...,N LYNCO-1 OP ID:KM '4E L EY CERTIFICATE OF LIABILITY INSURANCE DATE`MM/12/21/2017Y) 017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of suchppendorsement(s). PRODUCER 781-937-0050 NAMEACT Peter J.Lennon,CPCU Lennon Insurance Agency,Inc. PHONE 781-937-0050 I FAX 781-933-8198 629 Main Street (A/C,No,Ext): (ANC,No): Post Office Box 232 nD�Ar&Ss:Pjlennon@Iennoninsurance.com Woburn,MA 01801-0332 Peter J.Lennon,CPCU INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Tokio Marine Specialty 23850 INSURED Lynco Fire Protection Inc INSURER B:Arbella Protection Insurance 41360 Paul Swanfeldt 19 Grant Avenue INSURER C: Burlington,MA 01803 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD IMM/DD/YYYYI (MM/DD/YYYY1 A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR Y PPK1750711 12/12/2017 12/12/2018 PREMU(!a occu a nce) $ 50,000 CG 2033 07/04 MED EXP(Any one person) $ 5,000 CG 2037 07/04 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE UABIUTY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ ANY AUTO Y 1020010093 12/12/2017 12/12/2018 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ -RED NON-OWNED PROPERTY AMAGE X AUTOS ONLY X AUTOS ONLY (Per accidentl _ $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE y PUB610670 12/12/2017 12/12/2018 AGGREGATE $ 5,000,000 DED X RETENTION$ 10000 $ B ADREPLERIBI X 'MUTE X ERH NMOYS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 4220059277 12/12I2017 12112/2018 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER IM ER EXCLUDED? N/A NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Professional Liab PPK1750711 12/12/2017 12/12/2018 Per GL Policy DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) project-Carriage House Apartments Project#270-17002 I ' J /t STATESIDE CONSTRUCTION GROUP,INC.AND THE OWNER ARE AS ADDITIONAL INSUREDS AS REQUIRED BY WRITTEN CONTRACT. ', DEC 21 2017 CERTIFICATE HOLDER CANCELLATION STATES! . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Stateside ConstructionACCORDANCE WITH THE POLICY PROVISIONS. Group,Inc. 206 Andover Street-Suite 1 AUTHORIZED REPRESENTATIVE Andover,MA 01810-5645 G Pcv ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • 8 iB -7 .• r) Map' '332 pares 013 Application # B-17-1942 • Health Division , • Date Issued //t1/0" e--A-- Conservation Division 28 Application Fee • Planning Dept. a • Permit Fee Date Definitive Plan Approved d y Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address. 939 Mary Dunn Road UNIT# 101 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 • Permit Request Tenant Fit Out for Unit# 101. for 2 bedroom apartment. Square feet: 1st floor: existing proposed 2nd floor: existing_ • proposed_ Total new 106 Zoning District IND. Flood Plain Groundwater Overlay.- _ -.- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 T Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 101 Age of Existing Structure N/A Historic House: ❑Yes IX No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths) existing new First Floor Room Count Heat Type and Fuel: Gas El Oil ❑Electric ❑Other Central Air: gI Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size_Pool: ❑existing D new size _ Barn: ❑existing ❑new size_ Attached garage: ❑existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization Appeal# 2016-046 Recorded❑ Commercial ®Yes - El No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 • Address 206 Andover Street License# CS-057208 Andover, MA 01810 - Home Improvement Contractor# Email pbeaudoin@stateside).com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING.FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE WA/1/J DATE / 2 /7 k . FOR OFFICIAL USE ONLY APPLICATION#. r , . DATE ISSUED • , . MAP/PARCEL NO. , + ADDRESS • VILLAGE - I • OWNER • . , . tr DATE OF INSPECTION: FOUNDATION 5: . • . . FRAME - . INSULATION ' , t r FIREPLACE - • a ELECTRICAL ROUGH - FINAL, . PLUMBING: ROUGH x_. . ,_ _ FINAL y GAS: , ROUGH. FINAL , ,FINAL BUILDING ' f • . . • I •DATE CLOSED OUT ' ASSOCIATION PLAN NO. Ir — A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /�R VC � D - " M .332 • 013 Parrot Application# B-17-1942 Health Division Date Issued 1 1‘f nit. - , • Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 /9-fG Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT# 102 HC Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 102,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay, Project Valuation Construction Type New- Unit Residence HC Unit Lot Size 105,957 Grandfathered: ❑Yes ❑ No if yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 102 Age of Existing Structure N/A Historic House: ❑Yes No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 ° existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: gi Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size_Pool: O existing ❑new size _ Barn: ❑existing ❑new size__ Attached garage: ❑existing ❑new size_Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization IR Appeal# 2016-046 Recorded❑ Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE 7 _ • 1 , . FOR OFFICIAL USE ONLY , APPLICATION# DATE ISSUED - , MAP/PARCEL NO, t <1 . . ADDRESS VILLAGE - OWNER a DATE OF INSPECTION: . FOUNDATION _ . , ' 1. _ FRAME - - _ INSULATION • . " FIREPLACE • • ELECTRICAL ROUGH FINAL, PLUMBING: ROUGH- _-:' -FINAL GAS: ROUGH = - FINAL FINAL BUILDING f -DATE CLOSED OUT _ • ASSOCIATION PLAN NO, I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - U• 9 Map 332 Parse! 013 Application# B-17-1942 Health Division Date Issued 117-4 l er Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 • e t Historic-'OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT# 103 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 103 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing • proposed Total new 106633 Zoning District IND. Flood Plain Groundwater Overlay.-- -- _ Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U Two Family ❑ Multi-Family(#units) Unit#103 Age of Existing Structure N/A Historic House: 0 Yes No On Old King's Highway: ❑Yes 3 No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing • new 0 Number of Bedrooms: 2 • existing_new 2 Total Room Count(not including baths): existing new First Roor Room Count Heat Type and Fuel: EA Gas ❑Oil ❑Electric ❑Other Central Air: jai Yes 0 No . Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes ! No Detached garage:❑existing ❑new size_Pool: 0 existing 0 new size _ Barn: ❑existing ❑new size_ Attached garage: 0 existing ❑new size_Shed: O existing ❑new size _ Other: Zoning Board of Appeals Authorization R Appeal#_ 2016-046 Recorded❑ Commercial Cd Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use • Residential APPLICANT INFORMATION • (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# • Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE �r/z 5 7 i FOR OFFICIAL USE ONLY` - APPUCATION#` � , DATE ISSUED •• •., - MAP/PARCEL NO. t • i . k ADDRESS VILLAGE ' • OWNER . . . DATE OF INSPECTION: • t FOUNDATION , FRAME .- ;• INSULATION FIREPLACE • # F , ELECTRICAL ROUGH . FINAL . -PLUMBING: ROUGH- ----- — - FINAL • r. , . GAS: ROUGH FINAL FINAL BUILDING i ram' . DATE CLOSED OUT • a - c, ` a . _ ASSOCIATION PLAN NO. . r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,P)--' f7U -_ I 0 t Map 332 . parcel 013 Application# • B-17-1942 . Health Division Date Issued 0 7/1 Conservation Division 28 - • Application Fee• Planning Dept. - Permit Fee - Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT# 104. Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 104 ,for 2 bedroom apartment • • Square feet: 1st floor: existing proposed 2nd floor. existing • proposed_ Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay,-, Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 104 Age of Existing Structure N/A Historic House: O Yes IX No On Old Kng's Highway: ID Yes 3 No Basement Type: ❑Full ❑Crawl. O Walkout ❑Other N/A Basement Finished Area(sq,ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 51 Gas ❑Oil ❑Electric ❑Other Central Air: 14 Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size_Pool: ❑existing O new size Barn: ❑existing Cl new size_ Attached garage: D existing ❑new size_Shed: ❑existing ❑new size _ Other: . Zoning Board of Appeals Authorization 54 Appeal# 2016-046 Recorded❑ Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential • APPLICANT INFORMATION (BUILDER OR HOMEOWNER) • Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE CG./ %2/bit j +/ DATE � # f ?/i FOR OFFICIAL USE ONLY APPUCAT1ON# - ••DATE ISSUED . MAP/PARCEL NO. ' • ADDRESS VILLAGE • .' . OWNER S DATE OF INSPECTION: FOUNDATION • FRAME . a INSULATION - FIREPLACE . ELECTRICAL ROUGH • FINAL 4 . PLUMBING: ROUGH - • - -FINAL F GAS: ROUGH • FINAL FINAL BUILDING f • • DATE CLOSED OUT i - ASSOCIATION PLAN NO. 3 • • TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION 8 .1c6 . 11 • • • Map 332 paw 013 Application # B-17-1942 Health Division �.3 - Date Issued I� 11?) Mc4C--- Conservation Division 28 . Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT# 105 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 105 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed• 2nd floor: existing proposed ,Total new 1°63 Zoning District IND. Flood Rain Groundwater Overlay.. .--- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Cl Multi-Family(#units) Unit# 105 Age of Existing Structure N/A Historic House: ❑Yes Cit No On Old King's Highway: ❑Yes ®No. Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 . Number of Bedrooms: 2 existing new 2 Total Room Count(not including baths): existing new First Floor Room Count • Heat Type and Fuel: ci41 Gas ❑Oil ❑Electric ❑Other • Central Air: gi Yes ❑No Fireplaces: EAsting New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size__Pool: ❑existing O new size _ Barn: ❑existing ❑new size_ Attached garage: D existing ❑new size_Shed: ❑existing O new size _ Other: Zoning Board of Appeals Authorization IA Appeal#_ 2016-046 Recorded❑ Commercial IS Yes U No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# - Email pbeaudoin@statesidel.com Worker's Compensation* UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management • SIGNATURE XiS-1 DATE t 2 6 6�. FOR OFFICIAL USE ONLY ' APPUCATION# DATE ISSUED . MAP/PARCEL NO. ADDRESS VILLAGE • o - OWNER DATE OF INSPECTION: FOUNDATION . FRAME . INSULATION FIREPLACE , 4 -,, ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL j .. - GAS: , x ROUGH FINAL FINAL'BUILDING • •- , .. • DATE CLOSED OUT' ' - • i ASSOCIATION PLAN NO. - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION U _ 1 Map 332 parcel 013 Application# B-17-1942 Health Division Date Issued 1 l73 1 61/14-4-- Conservation Division 28 Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#106" HC Village Barnstable • Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 106 , for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing • proposed Total new 1063 Zoning District IND. Flood Plain • Groundwater Overlay,-- Project Valuation Construction Type New- Unit Residence HC Unit Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 106 Age of Existing Structure N/A Historic House:" ❑Yes No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A . Basement FinishedN/A Area(sq.ft.) Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 • Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: IA Gas ❑Oil O Electric ❑Other Central Air: 141 Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage: 0 existing 0 new size_Pool: 0 existing 0 new size _ Barn: 0 existing ❑new size__ Attached garage: ❑existing ❑new size_Shed:❑existing 0 new size = Other: Zoning Board of Appeals Authorization 50 Appeal#_ 2016-046 Recorded❑ Commercial ®Yes 0 No If yes, site plan review# .007-16 Current Use Proposed Use Residential APPLICANT INFORMATION ' (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 • Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside).com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE 22' DATE 7! 6 • FOR OFFICIAL USE ONLY , . APPLICATION# . DATE ISSUED - ` MAP/PARCEL NO. ' F . ADDRESS ` VILLAGE . ,OWNER . . DATE OF INSPECTION: ' FOUNDATION FRAME . • . . • . . f INSULATION FIREPLACE it x _ s ".S ELECTRICAL: ROUGH ' ° . ' • FINAL " PLUMBING:. ROUGH- FINAL . . - > ` r .. 'GAS: ROUGH FINAL . s t . _ . FINAL BUILDING - - _ DATE CLOSED OUT •4. . - ASSOCIATION PLAN NO. I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 1 S- 13 H° .Map 332 Patel 013 . - Application# B-17-1942 Health:Division . k l- -- Date Issued { �311 R^pg h�l.`� Conservation Division . 28 J Application Fee f Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Mary Project Street Address 939 Dunn Road UNIT# 107 . Village Barnstable • Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 107 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed • 2nd floor. existing • proposed_ Total new 106633 I Zoning District IND. Flood Plain Groundwater Overlay.-} Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No •If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family U , Multi-Family(#units) Unit# 107 Age of Existing Structure N/A Historic House: Cl Yes No On Old Kings Highway: ❑Yes ®Na N/A Basement Type: ❑Full ❑Crawl ❑Walkout CI Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: cil Gas ❑Oil ' Cl Electric ❑Other Central Air: 1 Yes O No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes IA No Detached garage:❑existing ❑new .size_Pool: ❑existing O new size • Barn: ❑existing ❑new size_ Attached garage: ❑existing ❑new size_Stied:❑existing ❑new size _ Other: Zoning Board of Appeals Authorization 54 Appeal#_ 2016-046 Recorded U Commercial IB Yes ❑No If yes, site plan review# 007-16 Current Use - Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Workers Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE I//, DATE 12 7 l x V • FOR OFFICIAL USE ONLY • , ' • APPLICATION# DATE ISSUED • MAP/PARCEL NO. • ADDRESS VILLAGE ' . I' . , • OWNER . DATE OF INSPECTION: • • FOUNDATION _ r FRAME R • INSULATION , FIREPLACE • , , ELECTRICAL ROUGH 4 FINAL . o PLUMBING:. ROUGH- > L. • :- -FINAL , , • GAS: ROUGH ' FINAL FINAL BUILDING • ' - - • r 4 „•,,, - a DATE CLOSED OUT ` ASSOCIATION PLAN NO: - ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A-) B Map 332 Patel 013 Application # B-17-1942 Health Division Date Issued , //�3/ le`M Gk Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 • y 1 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT# 109 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 . Permit Request Tenant Fit Out for Unit# 109 ,for 2 bedroom apartment Square feet: 1 st floor: existing proposed 2nd floor. existing • proposed_ Total new 106633 Zoning District IND. Flood Plain Groundwater Overlay. Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 109 Age of Existing Structure N/A Historic House: ❑Yes Zif No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new . First Floor Room Count Heat Type and Fuel: IA Gas ❑Oil ❑Electric ❑Other Central Air: gi Yes ❑No Fireplaces: Existing New - N/A Existing wood/coal stove: 0 Yes 14 No Detached garage: Cl existing ❑new size_Pool: 0 existing D new size - Barn: ❑existing ❑new size_ Attached garage: D existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization t Appeal# 2016-046 Recorded❑ Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE /Z7. 7/1 FOR OFFICIAL USE ONLY ^. ° • APPUCATION# DATE ISSUED MAP/PARCEL NO. .— ' . t ADDRESS • VILLAGE - € OWNER . ' _ b . , DATE OF INSPECTION: . - _ t FOUNDATION . FRAME • ` INSULATION Y FIREPLACE . ELECTRICAL: ROUGH FINAL - • 1 , . PLUMBING: ROUGH- _FINAL GAS: :• _ROUGH FINAL FINAL BUILDING ' : k DATE CLOSED OUT ASSOCIATION PLAN NO. f _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' s I D 197 Map 332 parcel 013 .. Application# B-17-1942 Health Division Date Issued Ifr- I ems-P*-"r Conservation Division 28 - Application Fee __ Planning Dept. _ Permit Fee • • Date Definitive Plan Approved by Planning Board 12/28/16 a Historic-OKH _Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT# 111 Village Barnstable • _ Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 111 for 2 bedroom apartment. Square feet: 1st floor: existing proposed 2nd floor: existing • proposed_ Total new 1062 Zoning District IND." Flood Plain Groundwater Overlay.}-: -= Project Valuation Construction Type New- Unit Residence • Lot Size 105,957 Grandfathered: ❑Yes ❑ No -If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 111 I Age of Existing Structure N/A Historic House: O Yes 151INo On Old King's Highway: ❑Yes Ca No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new . 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 • Total Room Count(not including baths): existing new First Floor Room Count • Heat Type and Fuel: IA Gas ❑Oil ❑Electric ❑Other • Central Air: g1 Yes 0 No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes W No Detached garage: ❑existing ❑new size_Pool: O existing 0 new size _ Barn: ❑existing ❑new size_. Attached garage: O existing ❑new size_Shed:O existing ❑new size _ Other: Zoning Board of Appeals Authorization li Appeal# 2016-046 Recorded O Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use . Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS'PROJECT WILL BE TAKEN TO - Waste Management SIGNATURE £?' 17:frxi / II 7 _ DATE • FOR OFFICIAL USE ONLY f _ . APPLICATION# .DATE ISSUED • • • MAP/PARCEL NO. 7 ADDRESS VILLAGE OWNER - • S DATE OF INSPECTION: FOUNDATION - FRAME - • • INSULATION - FIREPLACE, ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING `' F i t -•-•DATE CLOSED OUT 'x . _ 4 7 ASSOCIATION PLAN NO. - - • . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i g.-.) ?j • Map 332 Pam 013 Application#• B-17-1942 Health Division - Date Issued :"t i, Conservation Division 28 Application Fee Planning Dept. Permit Fee t • Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#201 Village Barnstable Owner Independence Place LLC Adder 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 201 for 2 bedroom apartment: Square feet: 1st floor: existing proposed 2nd floor: existing proposed_ Total new 1062 Zoning District IND. Flood Plain Groundwater Overlay.- :,.- • Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ • Multi-Family(#units) Unit#201 Age of Existing Structure N/A Historic House: 0 Yes I No On Old King's Highway: ❑Yes 3 No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 51 Gas `❑Oil 0 Electric ❑Other Central Air: gi Yes O No Fireplaces: Existing New N/A Existing wood/coal stove:.0 Yes No Detached garage:0 existing ❑new size_Pool: 0 existing 0 new size Barn: ❑existing ❑new size___ Attached garage: U existing ❑new size_Shed: 0 existing ❑new size Other: Zoning Board of Appeals Authorization Appeal# 2016-046 Recorded 0 Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE ofp DATE I2 /c./`7 r _• V " FOR OFFICIAL USE ONLY = , ` APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE . OWNER DATE OF INSPECTION: • " FOUNDATION , FRAME , INSULATION t • , FIREPLACE • ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH- -- -- - _FINAL ..GAS: ROUGH FINAL , . FINAL BUILDING - .- ., r a. • DATE CLOSED.OUT x•` , t ASSOCIATION PLAN NO. ` L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - b- 2_01 Map 332 • paw 013 Application # B-17-1942 Health Division Date Issued I ,:3/i r �C Conservation Division 28 Application Fee • Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#202 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 • Permit Request Tenant Fit Out for Unit#202 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor. existing • proposed_ Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay,_--- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes. ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#202 Age of Existing Structure N/A Historic House: ❑Yes a No On Old King's Highway: ❑Yes. ®No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: gl Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes 14 No Detached garage: ❑existing ❑new size_Pool: ❑existing D new size _ Barn: ❑existing ❑new size Attached garage: D existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization l Appeal# 2016-046 Recorded❑ Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 • ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE l 0 7 .. FOR OFFICIAL-USE ONLY APPLICATION#' DATE ISSUED •€ . " ' MAP/PARCEL NO. - s ADDRESS -VILLAGE OWNER DATE OF INSPECTION: • FOUNDATION { FRAME • r. INSULATION _ , .. FIREPLACE . Y, ELECTRICAL ROUGH FINAL • . PLUMBING:` ROUGH. ` -- - ' - FINAL . GAS: ROUGH 'FINAL - , FINAL BUILDING . ' r" .. . b DATE CLOSED OUT a • ASSOCIATION PLAN NO. - ... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � (g ) Map 332 Parcel 013 Application#'. B-17-1942 Health Division Date Issued VAVia- Rik Conservation Division 28 Application Fee Planning Dept. • Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#203 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#203 ,for 2 bedroom apartment • Square feet: 1st floor: existing proposed 2nd floor. existing • proposed_ Total new:1063 Zoning District IND. Flood Plain Groundwater Overlay. :_-- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#203 Age of Existing Structure N/A Historic House: ❑Yes 511 No On Old King's Highway: ❑Yes 3 No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area (sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: IA Gas ❑Oil ❑Electric ❑Other Central Air: gl Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size_Pool: O existing ❑new size _ Barn: ❑existing ❑new size_ Attached garage: ❑existing ❑new size_Shed:❑existing ❑new size _ Other: Zoning Board of Appeals Authorization Appeal#_ 2016-046 Recorded❑ Commercial ®Yes O No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management • SIGNATURE // ti.- DATE 1 l 7 J FOR OFFICIAL USE ONLY • APPUCATION# • - . DATE ISSUED MAP/PARCEL NO. `� • ADDRESS • ' VILLAGE ' OWNER DATE OF INSPECTION: • • FOUNDATION f FRAME .,. . INSULATION . FIREPLACE • ELECTRICAL ROUGH FINAL PLUMBING: ROUGH- --.- -,-. FINAL ' GAS: ' . ROUGH FINAL • FINAL BUILDING , • ;.DATE CLOSED OUT ' ASSOCIATION PLAN NO ' • . . TOWN OF BARNSTABLE BUILDING PERM T APPLICATION 8-- Map 332 paw 013 Application # B-17-1942 • Health Division Date Issued (f 3I(f - Conservation Division 28 • Application Fee _ - -. - Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#204 Village -Barnstable Owner Independence Place LLC Adder 1436 Iyannough Road, Hyannis, MA Telephone 508-875-9300 permit Request Tenant Fit Out for Unit#204 ,for 2 bedroom apartment • Square feet: 1st floor: existing proposed 2nd floor existing • proposed_ Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay-._ _ • Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#204 • Age of Existing Structure N/A Historic House: 0 Yes a No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count ' Heat Type and Fuel: c14 Gas ❑Oil ❑Electric ❑Other Central Air: j I Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size_Pool: 0 existing 0 new size _ Barn: U existing U new size__ Attached garage: ❑existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization lJ Appeal# 2016-046 Recorded Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE � %� 2- �— 1 L ':.."1-(-4 DATE � 7 FOR OFFICIAL USE ONLY ` APPLICATION# DATE ISSUED MAP/PARCEL NO. . ' ADDRESS VILLAGE _ , OWNER • DATE OF INSPECTION: ' . FOUNDATION - . FRAME ' , INSULATION - FIREPLACE ELECTRICAL ROUGH FINAL t - I PLUMBING: ROUGH= _FINAL A , k GAS: ROUGH FINAL r - - ' FINAL BUILDING _ I DATE CLOSED OUT ' ‘:). ASSOCIATION PLAN NO: , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map 332 paw 013 Application# B-17-1942 Health Division • Date Issued 1/2-3/1 t. Conservation Division 28 Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 _ Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#205 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#205 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay _ Project Valuation Construction Type New- Unit Residence,' Lot Size 105,957 Granctfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#205 Age of Existing Structure N/A Historic House: ❑Yes IX No On Old King's Highway: ❑Yes 3 No Basement Type: CI Full ❑Crawl O Walkout CI Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: gl Yes CI No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing O new size_Pool: ❑existing ❑new size _ Barn: ❑existing ❑new .size__ Attached garage: D existing ❑new size_Shed: CI existing ❑new size _ Other: Zoning Board of Appeals Authorization l) Appeal#_ 2016-046 Recorded❑ Commercial 0 Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION • (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 • Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE / , FOR OFFICIAL USE ONLY APPIJCATION# • ' DATE ISSUED • ' Y MAP/PARCEL NO. �' ADDRESS VILLAGE I. OWNER f a i _k DATE OF INSPECTION: FOUNDATION • - - FRAME i .• V .. INSULATION j FIREPLACE • ‘ • _ z a ELECTRICAL ROUGH • FINAL ' . PLUMBING: ROUGH A _ ' ,=,,_ - FINAL • •- ' • GAS: ROUGH FINAL FINAL BUILDING • • ' DATE CLOSED OUT • . . ' n ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �)� I a 4 Map 332 Parcel 013 • Application# B-17-1942 ' Health Division Date Issued /A--3J8 Xl14 4-- Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16git Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#206 Village Barnstable Owner Independence Place LLC Address 1436 Iyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#206 ,for 2 bedroom apartment ` Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new 106633 Zoning District IND. Flood Plain Groundwater Overlay =-._-._ Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two Family ❑ Multi-Family(#units) Unit#206 Age of Existing Structure N/A Historic House: V O Yes Cif No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area(sq.ft) N/A • Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 • Total Room Count(not including baths): existing new First Roor Room Count Heat Type and Fuel: 51 Gas ❑Oil ❑Electric ❑Other Central Air: 141 Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size_Pool: ❑existing O new size _ Barn: ❑existing ❑new size_ Attached garage: D existing ❑new size_Shed:❑existing ❑new' size _ Other: Zoning Board of Appeals Authorization IA Appeal# 2016-046 Recorded❑ Commercial ®Yes O No If yes, site plan review# 007-16 • Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 V Address 206 Andover Street License# CS-057208 • Andover, MA 01810 Home Improvement Contractor# • Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management , .� SIGNATURE � DATE /27;7/7 . FOR OFFICIAL USE ONLY ' APPUCATION# - - .. DATE ISSUED . - MAP/PARCEL NO. • • ADDRESS - VILLAGE . OWNER _ z. 1 DATE OF INSPECTION: . FOUNDATION , . . _ . :: . ' FRAME r INSULATION .-. F 4 ,• "_ . { ' FIREPLACE . - ,t - ` • :ELECTRICAL: ROUGH FINAL • . PLUMBING: ROUGH- = _-_—_— —FINAL • GAS: ROUGH FINAL ?.. ^ . R } FINAL BUILDING. /. , a . r s»r s: x - . t, DATE CLOSED OUT r ASSOCIATION PLAN NO. ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION (v -_ [ 2%C. Map 332 paw 013 Application# B-17-1942 . Health Division • Date Issued //U/lam Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16t-notai- 6-5 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#207 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#207 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing • proposed Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay,— -- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two'Family 0 Multi-Family(#units) Unit#207 Age of Existing Structure N/A - Historic House: 0 Yes Ix No On Old King's Highway: O Yes i No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil 0 Electric ❑Other Central Air: gi Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: U Yes No Detached garage: 0 existing 0 new size_Pool: 0 existing 0 new size _ Barn: 0 existing ❑new size Attached garage: 0 existing ❑new size _Shed:0 existing ❑new size _ Other: Zoning Board of Appeals Authorization 54 Appeal#_ 2016-046 Recorded 0 Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE I DATE 0'73- / , { FOR OFFICIAL USE ONLY APPLICATION# _ , DATE ISSUED r MAP/PARCEL NO. •ADDRESS VILLAGE OWNER x DATE OF INSPECTION: FOUNDATION r FRAME INSULATION y FIREPLACE. �' ,: ELECTRICAL ROUGH FINAL PLUMBING: ROUGH 4 FINAL GAS: ROUGH FINAL FINAL BUILDING . DATE CLOSED OUT ` .. ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION gam) -' 3(..o Map 332 Pam 013 • Application# B-17-1942 Health Division ' Date Issued ' 0 0 Øf k-- Conservation Division 28 Application Fee - Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic -OKH Preservation/Hyannis G� • Project Street Address 939 Mary Dunn Road UNIT#208 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#208 ,for 2 bedroom apartment • Square feet: 1st floor: existing proposed 2nd floor:existing • proposed Total new 1°63 Zoning District IND. Flood Plain Groundwater Overlay. --- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#208 Age of Existing Structure N/A . Historic House: ❑Yes Ix No On Old King's Highway: ❑Yes ®No Basement Type: Cl Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area(sq,ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: IA Gas ❑Oil ❑Electric ❑Other Central Air: gl Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size_Pool: ❑existing ❑new size _ Barn: ❑existing ❑new size_ Attached garage: ❑existing ❑new size_Shed:❑existing ❑new size _ Other: Zoning Board of Appeals Authorization 54 Appeal#` 2016-046 Recorded❑ Commercial ®Yes U No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE �� DATE / � �� - • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED � T . MAP/PARCEL NO. • V . F .; ADDRESS VILLAGE , OWNER • ` • ' DATE OF INSPECTION: • FOUNDATION 4 FRAME ,, ,.INSULATION FIREPLACE • ELECTRICAL ROUGH FINAL A PLUMBING: ROUGH • _FINAL " s GAS: ROUGH FINAL • FINAL BUILDING • ' i; ` _ • - DATE CLOSED OUT ASSOCIATION PLAN NO. . • 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ` ) Map 332 paw 013 Application# B-17-1942�J Health Division Date Issued . 'r2am Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#209 Village Barnstable Owner Independence Place LLC Adder 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#209 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing • proposed Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay.- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#209 Age of Existing Structure N/A Historic House: ❑Yes a No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout O Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 51 Gas ❑Oil • ❑Electric .❑Other Central Air: gi Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: O Yes No Detached garage:O existing ❑new size_Pool:O existing O new size _ Barn: ❑existing ❑new size_ Attached garage: D existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization IA Appeal#_ 2016-046 Recorded I] Commercial ®Yes O No If yes, site plan review# 007-16 • Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement p Contractor# Email pbeaudoin@stateside).com Worker's Compensation# UB-1407M848 • ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE diffi/elf DATE / a� �'T ' FOR OFFICIAL USE ONLY • APPLICATION# i DATE ISSUED • - .. ' ' • MAP/PARCEL NO. , ADDRESS VILLAGE - • OWNER , , DATE OF INSPECTION: FOUNDATION FRAME INSULATION , ,¢ . • FIREPLACE L • ELECTRICAL ROUGH • FINAL • • 11 PLUMBING: ROUGH FINAL • GAS: FINALROUGH FINAL BUILDING ' DATE CLOSED OUT . ' ASSOCIATION PLAN NO. -. . S o ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION B-- ' g - co ' Map 332 paw 013 Application # •• B-17-1942 . Health Division • Date Issued( '3 jE$ : Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16fr`L Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#211 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#211• for 2 bedroom apartment. Square feet: 1st floor: existing proposed 2nd.floor: existing : proposed Total new 1062 Zoning District IND. Flood Plain Groundwater Overlay. --. - Project Valuation Construction Type New- Unit Residence rt Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family ❑ Multi-Family(#units) Unit#211 Age of Existing Structure N/A e ❑ CC(No . On Old Kin gs Highway: CI ®No . • Basement Type: CI Full ❑Crawl ❑WalkoutHistoric Hous❑O:therYes N/A Basement Finished Area(sq.ft.) N/A Basement,Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new '2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): exIst€ng new First Floor Room Count Heat Type and Fuel: ci4 Gas CI Oil ❑Electric ❑Other . Central Air: gI Yes ❑No Fireplaces: Existing • New N/A Existing wood/coal stove: ❑Yes W No Detached garage: ❑existing ❑new size_Pool: ❑existing ❑new size _ Barn: ❑existing ❑new size Attached garage: ❑existing CI new size_Shed:❑existing ❑new size _ Other: Zoning Board of Appeals Authorization 51 Appeal#_ 2016-046 Recorded CI Commercial a Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street , License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE 0// DATE l 215i 7 . k/1 • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ' - ADDRESS • ,. VILLAGE OWNER= u ' fi s DATE OF INSPECTION: FOUNDATION - FRAME . INSULATION . _ "` $ rr . x FIREPLACE x .. ELECTRICAL ROUGH FINAL . - a ,PLUMBING: ROUGH . - _- -_FINAL - , } GAS: ROUGH ` FINAL t FINAL BUILDING , . . : . • • DATE CLOSED OUT ", • , ASSOCIATION PLAN NO. - • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 332 paw 013 Application# /B-17-1942 Health Division Date Issued 0 Conservation Division 28 / Application Fee __ Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#301 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 301 for 2 bedroom apartment. Square feet: 1st floor: existin g g proposed 2nd floor existing • proposed Total new 10� Zoning District IND. Flood Plain Groundwater Overlay _ - Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 301 Age of Existing Structure N/A Historic House: ❑Yes a No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout ❑ Other N/A Basement Finished Area(sq,ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new' First Floor Room Count , Heat Type and Fuel: D4 Gas ❑Oil ❑Electric ❑Other Central Air: gl Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes 54 No Detached garage: ❑existing ❑new size_Pool:❑existing O new size _ Barn: ❑existing ❑new size__ Attached garage: ❑existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization Appeal# 2016-046 Recorded❑ Commercial ®Yes Cl No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) • • Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# • Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE 0.. 1/ �� /�' DATE /// . .FOR OFFICIAL USE ONLY . APPLICATION# - , DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE z • OWNERr DATE OF INSPECTION: , FOUNDATION FRAME INSULATION _ FIREPLACE . ELECTRICAL ROUGH FINAL PLUMBING:" ROUGH- FINAL .- , GAS: ROUGH • FINAL FINAL BUILDING • ' DATE CLOSED OUT . r ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 332 pawl 013 Application # B-17-1942 Health Division Date Issued 12-3// te.1 • Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis YiGI�- L Project Street Address 939 Mary Dunn Road UNIT#302 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 • Permit Request Tenant Fit Out for Unit#302 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existingproposed1063 • Total new Zoning District IND. Flood Plain Groundwater •Overlay.--- •_ - Project Valuation Construction Type New- Unit Residence • Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. . Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#302 Age of Existing Structure N/A Historic House: ❑Yes 5(No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area (sq,ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 • Total Room Count(not including baths): existing new First Floor Room Count . Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: gl Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size_Pool: ❑existing ❑new size _ Barn: ❑existing ❑new size_ Attached garage: ❑existing ❑new size_Shed:O existing ❑new size _ Other: Zoning Board of Appeals Authorization IA Appeal# 2016-046 Recorded❑ • Commercial ®Yes U No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE / .ate /'ry • DATE 1 i • - - FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED _ MAP/PARCEL NO. r ADDRESS VILLAGE ' . . OWNER _ DATE OF INSPECTION: , • ' , FOUNDATION FRAME • INSULATION , .; FIREPLACE , • < ELECTRICAL. ROUGH a FINAL * ' _PLUMBING: ROUGH- FINAL FINAL GAS: ROUGH FINAL BUILDING ' .;DATE CLOSED OUT r ASSOCIATION PLAN NO. . * TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 2)-18 3 ` Map 332 paw 013 • Application # B-17-1942 Health Division Date Issued t/L3/11r PA Conservation Division 28 Application Fee' Planning Dept. _ Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 t j L� Historic-OKH Preservation/Hyannis F , r Project Street Address 939 Mary Dunn Road UNIT#303 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit #303 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing_ • proposed • Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay, -- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#303 Age of Existing Structure N/A Historic House: ❑Yes 51i No On Old King's Highway: ❑Yes ®No Basement Type: 0 Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing • new 0 Number of Bedrooms: 2 existing _new 2 Total Room Count(not including baths): existing new First Floor Room Count ,• Heat Type and Fuel: 151Gas ❑Oil ❑Electric ❑Other • Central Air: f41 Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage: 0 existing Cl new size_Pool: Cl existing 0 new size _ Barn: O existing ❑new size_ Attached garage: ❑existing 0 new size_Shed:0 existing ❑new size _ Other: Zoning Board of Appeals Authorization 154 Appeal# 2016-046 Recorded❑ Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE / /� • FOR OFFICIAL USE ONLY . APPUCATION# ' DATE ISSUED s _ MAP/PARCEL NO. ADDRESS VILLAGE rt , OWNER . DATE OF INSPECTION: i .. , • FOUNDATION FRAME _ x i INSULATION FIREPLACE ELECTRICAL ROUGH FINAL PLUMBING: ROUGH_ >FINAL 'GAS: ROUGH .FINAL c FINAL BUILDING t , DATE CLOSED . OUT , S IATI NPLANNO. S .AS OC O 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 332 ' Parcel 013 Application# B-17-1942 Health Division' Date Issued •,.P/X/J>. / 4/- Conservation Division 28 r Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 • Historic-OKH _Preservation/Hyannis PLGtL Project Street Address 939 Mary Dunn Road UNIT#304 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit #304 , for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing • proposed Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay - -- Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#304 Age of Existing Structure N/A Historic House: ❑Yes DI No On Old King's Highway: ❑Yes ®No Basement Type: CI Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other - Central Air: gi Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes 51 No Detached garage: ❑existing ❑new size_Pool: ❑existing ❑new size _ Barn: ❑existing ❑new size__ Attached garage: ❑existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization 5) Appeal# 2016-046 Recorded❑ " Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) • Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE / I% FOR OFFICIAL USE ONLY t APPLICATION# - . E DATE ISSUED • ' MAP/PARCEL NO. .. ADDRESS VILLAGE • OWNER , • , . ' DATE OF INSPECTION: • p • • FOUNDATION • ,r FRAME , `` INSULATION • , • _ FIREPLACE ELECTRICAL ROUGH FINAL ' . . - , PLUMBING: ROUGH- 7._ ---:: . . -FINAL . ' - . -GAS: ROUGH FINAL FINAL BUILDING . r . r 4 DATE CLOSED OUT ASSOCIATION PLAN NO: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION O — 3 • Map 332 - paw . 013 Application#. B-17-1942 Health Division Date Issuedo/Z4/0.' Conservation Division 28 Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic -OKH Preservation/Hyannis Project Street Address, 939 Mary Dunn Road UNIT#305 Village Barnstable Owner Independence Place LLC Address • 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit #305 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing • proposed- Total new 106633 Zoning District IND. Flood Plain Groundwater Overlay._ Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#305 Age of Existing Structure N/A Historic House: 0 Yes (No On Old King's Highway: ❑Yes ®No Basement Type: 0 Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq,ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil 0 Electric ❑Other Central Air: 14 Yes 0 No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes ! No Detached garage:0 existing ❑new size_Pool:0 existing 0 new size _ Barn: 0 existing ❑new size_ Attached garage: 0 existing ❑new size_Shed: ❑existing ❑new size _ Other: Zoning Board of Appeals Authorization l4 Appeal# 2016-046 Recorded Cl Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside1:com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE DATE /2 c /7 FOR OFFICIAL USE ONLY - APPUCATION# ' DATE ISSUED MAP/PARCEL NO. . ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: • ' FOUNDATION. . FRAME INSULATION FIREPLACE j ELECTRICAL: ROUGH - FINAL . • PLUMBING: ROUGH •— - FINAL ' `GAS: , ROUGH FINAL ' FINAL BUILDING - - •• . a - DATE CLOSED OUT - t ASSOCIATION PLAN NO. -.1111111110* TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION — d J .3"( • Map 332 _ pawl 013 Application # * B-17-1942 Health Division Date Issued 011 2-3/(F'!2 Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ' 12/28/16 V Historic-OKH Preservation/Hyannis 6/14., Project Street Address 939 Mary Dunn Road UNIT#306 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 • Permit Request Tenant Fit Out for Unit #306 , for 2 bedroom apartment Square feet: 1st floor: existing proposed • 2nd floor existing • proposed_ Total new 1063 Zoning District IND. Flood Plain GroundwaterOverlay.------ Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family ❑ Multi-Family(#units) Unit#306 Age of Existing Structure N/A Historic House:• ❑Yes Ca No On Old King's Highway: ❑Yes 3 No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area (sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: gi Yes 0 No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing ❑new size_Pool: 0 existing ❑new size _ Barn: ❑existing ❑new size_ Attached garage: ❑existing ❑new size_Shed:0 existing ❑new size _ Other: V Zoning Board of Appeals Authorization Appeal#_ 2016-046 Recorded❑ Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 b. Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management- fif SIGNATURE I-/ �. _ DATE / • FOR OFFICIAL USE ONLY , APPLICATION# • • DATE ISSUED . . . MAP/PARCEL NO. < . L ADDRESS •VILLAGE .OWNER < DATE OF INSPECTION: 4,• FOUNDATION • FRAME <, , • INSULATION . FIREPLACE - ELECTRICAL ROUGH FINAL, - - • • PLUMBING: ROUGH- . ' t-, - - - -FINAL GAS: - •' ROUGH :FINAL FINAL BUILDING - w, - 1 $. . DATE CLOSED OUT ASSOCIATION PLAN NO. . , °n —3) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIONIS l Map 332 parcel 013 Application # B-17-1942 • Health Division • Date Issued et9(/93//8 F?VY6Gi� Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Eat tkikeb Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road UNIT#307 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit #307 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing_ • proposed • Total new 1063 . Zoning District IND. Flood Plain Groundwater Overlay,._ — Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑No -If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family U Multi-Family(#units) Unit#307 Age of Existing Structure N/A Historic House: ❑Yes Di No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new .-2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 • Total Room Count(not including baths): existing new. First Floor Room Count Heat Type and Fuel: 3 Gas ❑Oil ❑Electric ❑Other Central Air: XI Yes ❑No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes IA No Detached garage:❑existing 0 new size_Pool: ❑existing 0 new size Barn: U existing ❑new size_ Attached garage: D existing ❑new size _Shed:❑9a 9 existing. new size Other: Zoning Board of Appeals Authorization Ij Appeal#_ 2016-046 Recorded❑ Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@stateside).com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management . SIGNATURE II/71 /2 DATE 7 V l FOR OFFICIAL USE ONLY , APPLICATION# DATE ISSUED - i MAP/PARCEL NO. v ADDRESS VILLAGE - - t, r OWNER ' _ . ; DATE OF INSPECTION: <. r FOUNDATION • r ' FRAME ` INSULATION ' - FIREPLACE F - ELECTRICAL ROUGH FINAL ' • PLUMBING: ROUGH FINAL - • GAS: ROUGH FINAL • - ; FINAL BUILDING ram, _ - • DATE CLOSED OUTk ASSOCIATION PLAN NO. 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION PI')(S.- ) 0 Map 332 Parcel 013 • Application #- B-17-1942 Health Division • Date Issued- 0 Vi' 8Kitt44-- Conservation Division 28 Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 Historic-OKH Preservation/Hyannis VT'i37 t: Project Street Address 939 Mary Dunn Road 'UNIT#308 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit #308 ,for 2 bedroom apartment' Square feet: 1st floor: existing proposed 2nd floor. existing • proposed ' Total new 1063 Zoning District IND. Flood Plain Groundwater Overlay,- - Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Unit#308 Age of Existing Structure N/A Historic House: ❑Yes a No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A • Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 3 Gas ❑Oil ❑Electric ❑Other Central Air: gi Yes 0 No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes No Detached garage:❑existing 0 new size_Pool: 0 existing 0 new size _ Barn: ❑existing ❑new size_ Attached garage: 0 existing ❑new size_Shed:0 existing 0 new size _ Other: Zoning Board of Appeals Authorization Appeal# '2016-046 Recorded l7 Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE — DATE /2' 17 FOR OFFICIAL USE ONLY - c t APPLICATION# • DATE ISSUED MAP/PARCEL NO. - • ADDRESS VILLAGE • J • OWNER , - i DATE OF INSPECTION: s FOUNDATION • • ' FRAME INSULATION - 4 FIREPLACE ELECTRICAL ROUGH FINAL r. , PLUMBING: ROUGH. - - FINAL GAS: ROUGH FINAL • FINAL BUILDING , T . , DATE CLOSED OUT •`, e r r • j_ ASSOCIATION PLAN NO. . p TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � — S - ...____________.E. Map 332 Pam 013 • Application # B-17-1942 Health Division Date Issued 4V.Z3/j8 F .v / Conservation Division 28 • Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 ' Historic-OKH Preservation/Hyannis elptA-L Project Street Address 939 Mary Dunn Road UNIT#309 Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit#309 ,for 2 bedroom apartment Square feet: 1st floor: existing proposed 2nd floor: existing_ - proposed_ Total new 106633 Zoning District IND. Flood Plain -Groundwater Overlay... r Project Valuation Construction Type New-Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit#309 Age of Existing Structure N/A Historic House: ❑Yes ai No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area (sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 . Total Room Count(not including baths): existing new • First Floor Room Count . Heat Type and Fuel: IA Gas ❑Oil ❑Electric ❑Other .. Central Air: gl Yes 0 No Fireplaces: Existing New N/A. •Existing wood/coal stove: ❑Yes IA No Detached garage: O existing ❑new size_.Pool: Cl existing O new size _ Barn: ❑existing ❑new size Attached garage: 0 existing ❑new size_Shed:0 existing ❑new size _ Other: Zoning Board of Appeals Authorization IA Appeal#_ 2016-046 Recorded❑ . . Commercial ®Yes 0 No If yes, site plan review# 007-16 Current Use Proposed Use Residential APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE o " DATE /2 6 /7 ., r • FOR OFFICIAL USE ONLY . - APPUCATION# ' DATE ISSUED • MAP/PARCEL NO. ADDRESS• , VILLAGE - . OWNER . , t DATE OF INSPECTION: 1 ' .'FOUNDATION ` FRAME INSULATION . FIREPLACE • , - - ELECTRICAL: ROUGH FINAL " PLUMBING: ROUGH . FINAL GAS: ROUGH FINAL ; FINAL BUILDING • ,, i • DATE CLOSED OUT` . �-, t , ASSOCIATION PLAN NO. . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • • S I Map 332 paw 013 Application# B-17-1942 Health Division Date Issued 0/13 Conservation Division 28 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 • Historic-OKH Preservation/Hyannis 11-aCd • Project Street Address 939 Mary Dunn Road UNIT#311 Village Barnstable • Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 Permit Request Tenant Fit Out for Unit# 311 for 2 bedroom apartment. Square feet: 1st floor: existing proposed 2nd floor: existing • proposed Total new 1°62 Zoning District IND. Flood Plain Groundwater Overlay:- -- .. Project Valuation Construction Type New- Unit Residence Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Unit# 311 Age of Existing Structure N/A Historic House: O Yes C No On Old King's Highway: ❑Yes ®No Basement Type: ❑Full 0 Crawl 0 Walkout ❑Other N/A Basement Finished Area(sq.ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new 2 Half: existing new 0 Number of Bedrooms: 2 existing_new 2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 51 Gas ❑Oil ❑Electric 0 Other Central Air: gi Yes 0 No Fireplaces: Existing New N/A Existing wood/coal stove: ❑Yes 154 No Detached garage: 0 existing 0 new size_Pool: ❑existing 0 new size _ Barn: O existing 0 new size_ Attached garage: D existing ❑new size_Shed:0 existing ❑new size_ Other: • Zoning Board of Appeals Authorization Appeal# 2016-046 Recorded❑ Commercial 3 Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential • APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group. Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 • Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste.Management • OP _LV__ �� 1 SIGNATURE DATE �'' FOR OFFICIAL USE ONLY , APPLICATION# • DATE ISSUED ' r MAP/PARCEL NO. • ADDRESS VILLAGE' . OWNER DATE OF INSPECTION: • - FOUNDATION FRAME '• , INSULATION • - FIREPLACE - • ELECTRICAL ROUGH FINAL • PLUMBING: ROUGH- -- -FINAL s •• ':GAS: ' ROUGH FINAL . - FINAL BUILDING DATE CLOSED OUT ! . ASSOCIATION PLAN NO. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 332 Parcel013 - Application# B-17-1942 Health Division Date Issued Oi/ /i Conservation Division 28 Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board 12/28/16 rynititgt Historic-OKH Preservation/Hyannis Project Street Address 939 Mary Dunn Road Common Areas Village Barnstable Owner Independence Place LLC Address 1436 lyannough Road, Hyannis, MA Telephone 508-875-9300 ciotiamliMat Permit Request Fit Out for Common Area (non-dwelling unit space) including mechanical rooms, stairs, elevator cab, unfiinished space room Square feet: 1st floor: existingproposed 2nd floor: existing1-3 Floors _ sqft • proposed_ Total new Zoning District IND Flood Plain Groundwater Overlay Project Valuation Construction Type NewMulti Family Common Area (non -dwelling unit space) Lot Size 105,957 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U Two Family O Multi-Family(#units) Age of Existing Structure N/A Historic House: ❑Yes CIE No On Old Kng's Highway: 0 Yes ®No Basement Type: O Full ❑Crawl O Walkout ❑Other N/A Basement Finished Area(sq,ft.) N/A Basement Unfinished Area(sq.ft) N/A Number of Baths: Full: existing new Half: existing new 0 Number of Bedrooms: existing_new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 151 Gas ❑Oil ❑Electric .0 Other • Central Air: 141 Yes O No Fireplaces: Existing New N/A Existing wood/coal stove: 0 Yes VI No Detached garage:❑existing ❑new size Pool: 0 existing 0 new size _ Barn: ❑existing ❑new size_ Attached garage: D existing ❑new size_Shed:I]existing ❑new size _ Other: Zoning Board of Appeals Authorization Appeal#_ 2016-046 Recorded❑ Commercial ®Yes ❑No If yes, site plan review# 007-16 Current Use Proposed Use Residential Common Area APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Stateside Construction Group, Inc. Telephone Number 978-475-2900 Address 206 Andover Street License# CS-057208 Andover, MA 01810 Home Improvement Contractor# Email pbeaudoin@statesidel.com Worker's Compensation# UB-1407M848 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Waste Management SIGNATURE / DATE / /7 1 ' FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED . - MAP/PARCEL NO. - i ADDRESS VILLAGE • OWNER s DATE OF INSPECTION: . FOUNDATION _ FRAME { INSULATION' • - ' FIREPLACE ` , - — ' - . ELECTRICAL ROUGH FINAL " ' ,. PLUMBING: ROUGH FINAL GAS: -ROUGH. FINAL • FINAL BUILDING ' • DATE CLOSED OUT e ASSOCIATION PLAN NO. • ' •J Ft"e�o� Town of Barnstable wasp t $€ • ': aNSTAB.E. Building Department-200 Main Street , 9eb -4i/r Hyannis, MA 02601 iOlEo pad Tel. (508) 862-4038 , Certificate Of Occupancy Permit Number: B-18-8 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: oz- ,APT e (2 ---R- -2A a---/iii7;) Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition I. �°``"EJ Town of Barnstable a�".si��-� r44 BARN$rABLE,I Building Department-200 Main Street t 9$, 63 a Hyannis, MA 02601 EO a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-9 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 103 77-)- Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition II OF THE? Town of Barnstable .xv �y BARNSTABLE. s Building Department-200 Main Street , a r44, 2639. .gym Hyannis, MA 02601 b TEnMa ' Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-10 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 104 1 7/0-4.-/:sz Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Arr �O*THE T° 4.. Town of Barnstable • • seaxs ABLE,:. Building Department-200 Main Street ,I s' I 9e6 �0�p Hyannis, MA 02601 .7ED MA�� Tel. (508) 862-4038 ` �� Certificate Of Occupancy P Y Permit Number: B-18-11 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 105 - 7Z , <8 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition liET Town of Barnstable 0 LE.a M Building Department-200 Main Street ��i639 �0� Hyannis, MA 026019,� ;' �°'Eo MAC Tel. (508) 862-4038 � a Certificate Of Occupancy Permit Number: B-18-12 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND - Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 106 (2 .---R- 7/2 ,---/P . Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition 1.— (t"Er Town of Barnstable • NSTABLE. Building Department-200 Main Street �$ "" a H annis, MA 02601 !o bud b' Tel. (508) 862-4038 9 Certificate Of Occupancy Permit Number: B-18-13 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: k Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 107 ?/ice-Y Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition °F 0:0 4,9. Town of Barnstable s 'uaxsrwsLE. Building Department-200 Main Street =' t ���° Hyannis, MA 02601 �� Dito MAC° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-17 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 109 (1 7 z 3-//ci-) Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition ii:-.41tif, 90 "ETTown of Barnstable *is , s IRrisr BLE, f I, Building Department-200 Main Street q 1639. .+gyp , Hyannis, MA 02601 � F /to Mad° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-18 CO Issue Date: 7/25/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: , Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 111 s-- 4-1 7/2->''—//. Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition 40 0*THET�y Town of Barnstable 4:".1 F ° i s ;��, Building Department- 200 Main Street ,' �a39 4 Hyannis, MA 02601 'r rEamo. ` Tel. (508) 862-4038 \ i Certificate Of Occupancy Permit Number: B-18-19 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND _ Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 201 • (2-'—f4-J Oc,/e Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable ry C HE rp`, ;,B Building Department-200 Main Street 4:' � ' �•°p Hyannis, MA 02601 . T1a MAT Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-20 • CO Issue Date: 7/30/2018 . Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 202 (2- ---R-J 7 a /P Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition °F1HET ,o Town of Barnstable il At f ,, sTAB�, r Building Department- 200 Main Street l Hyannis, MA 02601 $'°Ito PA°` Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-21 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND N Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: N Gen Contractor: ALLEN L TOSCHES - Permit Type: Commercial - Land Type of Construction: E Design Occupant Load: 0 Comments: APARTMENT 203 (2- ----R-J -7/5PAP , Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition co. `"E rots, ti Town of Barnstable • BARNSTABLE. • • Building Department-200 Main Street -% , . ; Hyannis, MA 02601 '°'Ea Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-22 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 204 2/30/P Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition 447-41:2bT Cos rostri. Town of Barnstable • BARNSTABLE. Building Department-200 Main Street i . t 9$� ;/m° Hyannis, MA 02601 c tl , teD Mps° Tel. (508) 862-4038 ,; Certificate Of Occupancy Permit Number: B-18-23 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 205 (2).--- -- —2NI -? . Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space ' Building Code: 780 CMR 8th Edition :;1.1HE �ti7 Town of Barnstable c P$N3rArLE.l Building Department-200 Main Street 4,"" a H annis, MA 026019639 /m y S v' o.ma ° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-24 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 206 '-- 77A Building Official Date: , A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition AV t::::::0`HET�, Town of Barnstable 11i BARNSr/BLE. ! Building Department-200 Main Street .'l t „gym° Hyannis, MA 02601 I $-Pecs MA' Tel. (508) 862-4038 t ° Certificate Of Occupancy Permit Number: B-18-25 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: - APARTMENT 207 (2?---R-J 30 17 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition i F ZHE T Town of Barnstable .wafp -e `'s 11 aA arisrws►.E, � Building Department-200 Main Street i '3y . �0�a Hyannis, MA 02601 �' , SATED MA' Tel. (508) 862-4038 M Certificate Of Occupancy Permit Number: B-18-26 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 208 3------ —) 7A/3> _ 1 Building Official Date: I A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition AV °F THE T Town of Barnstable E •• DARNSFABLE. Building Department-200 Main Street t 7 ....._) Hyannis, MA 02601 1w � "ED mg a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-27 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 209 2 7/30 /� Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Ft"E T Town of Barnstable ,40 .►xxsws[.E.I! Building Department-200 Main Street i' l—' 1� " ; . ���°' Hyannis, MA 02601 I -_ '°Ten mps k Tel. (508) 862-4038 ' , ° Certificate Of Occupancy Permit Number: B-18-28 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 211 73nlcf' Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition �oF1HET Town of Barnstable BARNSTABLE, : Building Department-200 Main Street t ��•° Hyannis, MA 02601 \o.MA'�°i Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-29 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 301 00/, Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition F.,, 4. Town of Barnstable • SBARNSrABLE. • Building Department-200 Main Street 1 Im y y 7 MASS. �0�p Hyannis, MA 02601 .: _ l '40 MAC' Tel. (508) 862-4038 _.-.. ,°" ifi Occupancy Certificate Of Occu P Y Permit Number: B-18-30 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: 4 Design Occupant Load: 0 Comments: APARTMENT 302 (2- --q--1 7/3 /f Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition �0FZ.,0.4. Town of Barnstable BARNSTABLE. : Building Department-200 Main Street t ° Hyannis, MA 02601 \ ''40 mrs' Tel. (508) 862-4038 Certificate Of Occupancy P Y Permit Number: B-18-31- 1 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES N Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 303 , 1 (2 ---R-J 3, , ; Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition ((co.:ME T Town of Barnstable ti ' BwxxsTws�.e.l it ;' Building Department-200 Main Street t ✓ 9$A1 163 /era Hyannis, MA 02601 � y. Eo.mrs ` Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-32 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: • Design Occupant Load: 0 Comments: APARTMENT 304 22 7----q—J 14./f) Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition �°F`HEr Town of Barnstable T Building Department-200 Main Street t�£ ;1 `awttxs[ws�; �` 9 1639. 4,+`q Hyannis, MA 02601 I �' • 'OIEo.Mos' Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-33 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 305 ram-- —7/o > Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition • co.THE 74:4y Town of Barnstable - a'*af� Co .t y. .` BARNSTABLE. • Building Department-200 Main Street =; , t �� .. �0�p Hyannis, MA 02601 .. I -40,M+*'i A Tel. (508) 862-4038 " Certificate Of Occupancy Permit Number: B-18-34 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 306 (2----R-J 7/c/r , Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Ft"ET Town of Barnstable BARNWABLE. • Building Department-200 Main Street t "bp 1 Amp Hyannis, MA 02601 rFn:mrs°'0 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-35 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 307 7 3aia7 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition velHET Town of Barnstable B ABLE. Building Department-200 Main Street NA, 3 9gym° Hyannis, MA 02601 sop ° Tel. (508) 862-4038 • Certificate Of Occupancy Permit Number: B-18-36 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 308 ? 304e Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition 444v°Ft"Er�� Town of Barnstable BARNSTABLE.=' 9 Department De artment-200 Main Street r t639. �•�q Hyannis, MA 02601 t iDT/0 MA'S Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-37 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial- Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 309 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code:.780 CMR 8th Edition v°Ft"Er�� Town of Barnstable aAxxsrwscs. :90 � Building Department- 200 Main Street 0 9cb� �•`q Hyannis, MA 02601 i '''Eo MPS Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-38 CO Issue Date: 7/30/2018 Parcel ID: 332-013 Zoning Classification: IND Location: 939 MARY DUNN ROAD, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ALLEN L TOSCHES Permit Type: Commercial - Land Type of Construction: Design Occupant Load: 0 Comments: APARTMENT 311 (2-1--- --J 773 cit.:9 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition GIN tAI-NOTES .' '" BAXTER NYE MI IJ•E r•a SEM AAMOex paD s emmM M OR MIT MP MO U EE RPM ME SWUM M N6 WS OT OE MMM u Lester ENGINEERING& '>""v ° ° ' °®"`®" SURVEYING Z x NM LOON•ren I COW mlOST OKOS l 0RI OImR U Ia MOT®n®as Iwa•rDMMMURDoraM•LOON MAu MI 1.LOOM OM1•cmm.ulnsnxu•Ibl M 0 AIMAID [most ua•oMro E NI L WM0EMiraa•m.D Mo ME SOW ,1rI .•'. °•E ,. N M MOOTO•NO IL MN MOW OF x) MUM Mn MYR�I OV a Wait on utlO EON /l.EwnoaoE aOEMOMLa KUOMI=MR.ROM ROM Ilr aOE Ea .. •E a asMMOMm•m ICR ROAM FAR M 00•01 Ie AO a LIE 10A-saCS ME��O N MO MMO AL MOSS ECI C R 0.9OJO•'LE IEtaO ,./ Ro36teM h•kaliRlla GIa•Irs MrE;S MID M>t Mt/m OOO•aE FMK•LONE LO wMIARM.O ORM MILL E ROD MORN �Sworn gal 1,3 AMEM NMa>af Kt FEl MII m U �� AILAISA M'LOOM.Ms IOW N VOW•r•IMl1 RR ANNM IAI• Z M•MS OS OAP a OF WV. �E®t 78 North SAoof-3E floor P"•a a NNW wore a MOa a sO NE • MIN mood/NM MIS s MD COMM IN 000MD DODO[a MO N Nprvlt MmaWmtts 02601 Q MBE MINNi MR PEAaOmInMOIO_m BPE • alD�IO a PM MORRO.MUTES xloi WOO=KKK RR ME 41 �..rM•DA MOO ONO MD,.WOOER MO a ME MOOR WIN All mw®xamars Narsa.w®a P1wM-(S06)77h7w2 MAO>SQ:O O va OoxERa IS bNaa MOOS a ME MAR N Mr mom•MEO LOMB W oraOENOEm Loam•.mnw ( ) WWI Las MDIMea M x El ea••AMMO AI OMIMOa 0M OM Er111! fa- 606 7n-76t2 CO40.0 OM as • Nall 0090 WO MOM a•a M10EaDL BOZO aWi1M ••E BOA lr 1, • BODES Y Alma alai A OEMS MIN All a MOVED a MO OS MAOO OK ION.m Oa%gM Id/NCI SIM IONA NOTE• • OS IAO MMMaVO NE ME AM MO IDam 00-0t IMMO MO NM • 110-ea•a.•-il/t . Mem Aa Arm OE MMAI�INOOtl A•IOaMMOaAaa MO MO Paw ROI MOM MO•M=MI MOMI 010. e STAMP 'STAMP ▪ •6sOS a.iBEE E m10 IMMOOM MMM•c NA no wool own a we mar Ia ran ow • • WE MS SAO MI•a Air AM AV Moo m®mar[AMMO•NW MOM a as- Id/MESWOS •e E®Iwm61Paw sea 0E=GOMM,aE Ml OLEO•MOM • MC aiOOE ELMM1 MAr0111210 MOO ORD OMO RCM • IA WOK a f OM A as 0•010 MA GEM MP WNW ROMA • O9 IMO.NM OIE MO WOOS MO•MOMAILL + •) MM•0•01 INS MA ION NSW.ABM EEL•OE a OE MINN Oaaaawmaa/lyn • i MMIS M •n BMA NOM IMO=MS OARS • Ma MRm M on MI a OE IN•LIE 0,00•1.0 VOA D0•01Mm LO ir LOCUS MAP scale:l•=10001 H. OE S ODDER E MM•EP O OI®RE A NW ma pIMmME•o. ••N MORE Arne OE Iu•RMm M Moo MO MAMA N MR®1 OE BS RI `I \ OWL •SAM& I I I` I CONSULTANT im ` N. I 1 ��I1 Inqmso eT,xT • \ / I PREPARED fo•: N • . . - ■ i Independence Place,LLC • II Hyannis, 02601 i e 1436 lyannough Road \ / ga irk" I i's.%"�i� 1 L....... \ al, : I �aM.-y�ysa --- - `.•'�JI. I I i , & 1.11 I LUe>� ................. I: , ..i ......._.... .... V. 1I CS c 1� ' .. �� i r -' ticco �l (•( - 1 I I ��,,.. .•�' �- 1 1 -. � -4 - _./E'fE�.� M i----ell' ' I ,„Di.---..--_. 2_ ,654-1.-.1-_.- , . .." - '- -E------ • I' 5 . i _Id_ I I I 1 L E �i_E —E -.E _E �E s[ —[ —E:��C�-T�E— F�Fj�- ` �6 DOVE =�a�0 .•O fi I III z w _ —I — �I ` $—� ((( D 0 SHEET TITLE -- g I\ ! .......... Existing Conditions Plan ( -_...... �j.AYMM'E1•I,7. � SHEET NO �w F s _ _ 1 C2.0 2 --_—__--- _— b DATE:FEBRUARY 3q tiros 5 I . I A b 0 30 GO g • SCALE X "PERMIT REVIEW ONLY-NOT FOR CONSTRUCTION a�E' -:E ":.IV ,RR ND:a,P•• coca Far:`r,. .: 1 • i m_.1:3lras 1 NOLLOf1?LLSN00?IOd ION-A'INO M3IAdd.LILH?Idd — _ — m•. .•wz a.arnae3a.1 r a I ad3NN ——— 3� 3aN _ • On133Ne ..._ ___ Q i • --�� - ueiduoisuawlp \� --- —_1b _____-- f- — --_ puesnoRe-� -- —_-- ______ ___ • i 3111r1 33,.8 _—— __— ,/ �. -r'/Y� . - .•••••••• • .., ,. .7. i • T.3 S .— —— 'o ram`-. ,, pa'' sa dNi......,,,,,,,.... / i -o _ .o _ . . • • - __— is_.rs� _ .. -- ,:w«•s • • t . 's11 enrol t1wn. •eu _ K _ I.g N m 1- / I 3 .0 e.e t i30 , v-- • •®r\ Y a I iG - t .. y4' _ N �" L e•Y Mw aaom a➢a 'y..' � , 03 a • Q. it t - .o.ra .. / .„. NW 000.1 / I s . �n3aetmwonl�S•liar "S Nye 3a1j.. .rotas 0 o m tcNd� wszo vw srwerH a a \ , `t. 11 �\< 3 3a��, �� f. Peed vrtrwuuBcJ ssoJ•• pI \b 3N 3j `— .- - f ill'Bneld aouapuadapul Q D s) . I z0 V :'l/_ - - _enarr e3.21. s �'� ew.m se. wm :noa aanra3na P .'' "_' - ' _ , - - wuom woe. ®+a vs mr.v..Sw.iwlwl o.w�e b Ite�..;..�� / �; • \ `\\ mto mw a..tls�itni a awe w o.se wlo 1. • / m.s w m�+s°fie' 00•uv a 20 d II !- i .0 as.n' a _$i I �� ._. v11•wmwlo r.•Lamm,nc i 1Nr1lOeNOa• Z,4 , 11 '_• ; f �`-- Yl�agrr • maw•w•V�U 0 b r_�% +`' >Dra'Ie nM 1••I.wf•aM n COMM 1WrweN mw1L w OsreU swt a wll WO9W 11011 III %• 1 } " - ---� erect wet a aloon0t 11w lent.Anw.........a p�V �{ma anso P¢_w/n•a a mi liaWs 1xrllasnaa e T.1� ,• .a�'°.ew _ > �, ' - ._ i.__• ::::::: .•�--� �®r"...�. •.n1.t1 me.3.,....•,m,.1,•w.,.. ,.w�,>a n"°°°"'> ,' �s�, ,. -._L./' /%— mw umuw or•la OW 200 aoxan0 • t. 00.w.a30.gaaKs.tnn.^+ 1 ,/- Limn., 1'fw ar1H••w (/•Y'w)sa a9 s 11>M •,LI '%`R� _/sires MY .} •1� la WM TM l�.+1103 1....wow •TVa. U•.wtJ WTI f�isms)w: aernm � 1 »s " • ,�ey aiia se® i ns on mere W>w,0............, o<a. 1••wl�iar ovo�iuu ''11,^, I '�, LW/SUM a/• ua •ens m•..a. c0 tn, ,1�tl' I yg\ I• s — A 31o1.r1n we u •11 Da 0 WC.ten serum 1001.assn.,W luaw L W NM, u MAX w envier anrse M I I - i N 'lmw-auv0t oue 3m 030t,>.•a a 001 1 y= ywy W TDB snJ a 1�m.aas men owes waI.al 0 11WD uoaa ' r,s slut• ua>ar L II I I" $ _�•�— Wfn a tm,a,es Mm•a Tmi:fss-ws 1oa I r • Omrin�wla 160 Yr.CCP s Li en mu to as _, zzvA-U4 taosi'm`.e, II —� ute..001 a ,,,,,3 1/00 www•�gy 00.0 me wursts-o.�a e ® R R tow wC>at w�Nre DODO. bn YW Mama a owVaR�t 0 10 sr Des>t MiVlm OM nw omrae I r r,--^)w won ma Nu ow[Lamm ILlowo®a I ,..w 1a w 1ne.�•OW;. yV" I We u 3•n kW raw,o,,ea• frru<••was l L n R WON:m„n.0 m•ow "'•' o0o ew COWS awe•WeaeN titeelN 1 1-i �u ac-we s wow u II j �— J--� �LS3f1P3H S3ONVklO A w U 0"n 1 m D M..l•50 1011110001011' .. lww a aot �:•oat•a�3'•.a t17 .otensnetvm ` —{ IWI®n nTM awaW fi.►� e�w•an3 w1a•wwi cealnaea I • 111 :ni®er WOW 0n i l.:00030 VD1.rn.`®1 �fO..) a storm a9n Wad Ina •10100 • _•---_— ______-- _ �d ,.»v gum : apt,-we .,r - Z ONIA3AW1S 1 \ --- R a •�a.wa me. 1.a1r•wa ee,W"°°,n ;wl.wen,.. a a:-�,�>� ,C 8�JNIa33NIJN3 t ‘h _ —C = — —---- mew•woe •1•.-...MOM.m a,1000, o• lia x.t'rl. 3AN 2l31Xt/8 I _ T —— wt1n,� WY TWO NM w.eoar 0010100,0•:, ' �,lo�s01 m�I�D.1� .a1w.teo.ow_a1-w�.w/., `art 1 11 'y, m1"e,.m S2'-c�— ANVNNI1S NOIS •a.Lta1'1 a18 V 1 bNYINO` • • • • • < r� CO > e•orr w /'}.- .•".=�/.J �.,:, „ • BAXTER NYE P z �.. • a..: PAR.. Ii. ENGINEERING& ,, nm....0' �w�`; I� 3. II11, SURVEYING Z I a i. w $ i - r' • I 1 ewef..d Professional Wows Plot a o.. �T a a .. ..>.: a _..__�^" 'I 0 .a fad Mormon W:, �I I. 0, tote_ / .-. _ n worn sa.et ae nd. 7. .,a..ao a.a.0 na.T. 22,a i T: 7jF �,`;" ?:O rl w�..e.11•11.7.OP Cr CAMOW1 2. a}Z r� (s0e)rn nuTOP OF1 ? .111 z it mf-e,.a. ..m >.F.a,,d uu .•ROL(IOCron MC mr b,.d) _. g; ue.. / i♦�. 1 !W� i T— j-.n .I 1'STAYS STAYS a �Q:.ofa1a . 3` I i .eT,a:o o..�o—.au +J i,a>:. � �i � • �b v?p +, j a arm - �� X. COSY TT --\•--, -:-.4'•-• v----•.'. 7r- --_-:-,5:ri-•i.'1.---- '''' '. iti' 10 'Vet. - ve__,44-.11„7* / rl. .la. :" a ff ��� �V,' I TTT ,,, . ..7 �\ 'a4..- a ? . I'll as 3�fq �.,���1—10112010.1.. a�o l �,' w a v:.n. I .EaITAfT memo Mil • A...'\: 'i WSJ a.. :. 4r 4•.:/ A .'li._.._.._.___ 1 ?' 1; ,aj ��/ pAOP3B►M1 M.a 1sf. ��- � a. !'PREPARED FOR: a , �q :Mg0.o.a'(2 W '. 1 Independence Place,LLC - r .µ. �_ r -.aar.ss::<s.T. 14361yan,Tougn Road . • M tf.A�u.memAR. IMO ,. .t ``� � 1 '� �—a �,w„ .fm I .Hyannis,AAA 02601 af;x i. tr.".., � sc Ar s rs J� / i�— ` : —/5 ‘.�` ) E `y`'�. 1 aPa m Mon TOE`r.sous .tu...n.o.G :z 9 • r.. 7 'I md°O"'°°°aA. .mom a fix' - _ �� - ..� i _ ._ rOA l\EO—�II��..e�r`ocw""r'''�`iae .- 11-- TL=p- _I _IIL • t—'�_r_ _ .:n m a......ou.n r pR1YE , % _ — .Y r amF:ems !Lv'y`"` _ p _=rr_ pENCE _ ff - 1 pEPEN .,.�,,..,T:; ..a n za, Pm _. ... PERMIT REVIEW ONLY ��� NOT FOR CONSTRUCTION a aAnoll+o VD DRAINAGE AIOIF$ Af .uv.0.aF'�aE,'mama°"`m a"a a:" o a.aT ,f m memo .m.men a .a.am. a. Y OM Y.E. DccavattoH/FLL Aairs <<3 .tem mom Ems.ma a ago. arm O. Paso lr .000��.0w' :� m .11T..Y° i , .....a.„;,,,,,-°R M.�A.�Y, ,A a aY.COMa a.M.M. I SET .. Y. . 1.`!D. ROM POW q a a a. 6 .»i-'.°go,om..o..oa... M".a400.M 0 .o, ..112 ..f PIDAWDM MCCI '�NO III � I RNA.E:MONA 'i " 1E m e[ ar�,¢�AT PR 1.0 m dO,A6.00.f ................................i. es[iY,..ua Imam�iLL ,�, �� , TITLE d Ora .nmx.,ne mwa.Ym w[.m.roam mom el d 9 • a .Emwr�,I,LO1YLm m.•R��f6f.If}CY..[..KOR A YaET Thu,A Ffrr°l[S. M COMIC. fO00 M saps 6 ,] A. ao>►,a. ..soo up O.co mu,••.!R,.•gyp.SW• =TA al ALL Ca.MCC DRAM f M. '�wOyfoS [ MO.NE SHEET E T 1 ..... IW,SA °T.®.000YIe wO�E�al[MYT T[ M.D Y. $ v m m. .Y a E�..Ta....E . WNW_or "'®J Iff..ROOD� °a°,PROM.oR:„T, .' .aT� Emom ma IMAM.'i WPM .Y ON ROM..�"f . Grading and ..»a.. ""RICT°C.a PA°L 01.'0.12A T`a.Yo wT"". ,"� P.C.m.m ERR.. MOMMAIPO r Mar un.MAi LOCA 1.MOe NW m..Y,.Eva, ... .wwa.wE em,ac. • gou mums am.on,EXIMM °"a"0 WC �r.om Immo m Ai.moorm u,u.v oo.vau MM.. r ......,a.....`i..E...a E. L 0 WC NI O PILL 09.10101 `r�'P.M PIE.Ma s.F FDrainage Plan __ • .T.OW..®fD.O mem=rO, T°SR`X GROC......r,,,,.�MOWN NORD COI MI R.MOM, to moo COP.m.[AT M Mr..a.moots nomuaa. omMogO, POLLOCI.W. gYr.62 ROAM��a T NO t . 7.0" e":a"aw. 0000T iafrono n'�"°la ••e a....•.unao .awu.. �.................. OS Cr MR m ��PILM1Kw w wn a ana Aa® E.A.,.°m. AneflEISMO •ti r otroo Ta go o.v smarm same.Tm or m ' BMan V.I.OF 4 ma m norms Iwo m W.wL IC O ON SOW CY O.errt'P DC mnw+ w D. MO .F.nwa rwiEs.o ru ayso ROC W...w.Y A ws..waC...TM mwm.n - w.ET r-,ael T 3 etc sursoutom moon P.M.mom % 'M'",.m."a1@Cp1.auomw,uYO1Ya.:,u.�0'wo.m i want,.n,ww v'.�.r `o,.a WI.MO••u.o..00w aEao.mo a...ao C4.0 t i om°A n.....m mac op ,o wi..ui .VMSloa epaa.ma WOOD o-,o, F:rmnuw+r to Me o..,ww,..O.naIn1."so fir POMO.gym' 1�P.S 120 vaasc,".SM.'.MMAem "0a.i.-,WMiFO a A m 0 20 0 aIC 1.020.0.[memo sr no mom pm amdros 010.10 W s ca.mi®rr.T.w„e o,a.sw.Al aanw.Ta.a.. n T.f comm.e..mndO sou wort„f.Yam,.a,me o...Sao a _ .._. 6 urn o-e.° �'O•lamas....ma w,.Ta1 , . ..ana-maws. x a.r Iwo,MT WSW.. ,s.aEm.WAR mifw.¢c COMM IL mg co rasa...tK..e......o.ae. WOW T-,.o) SCALE IN iEET BCAIFo 1'.=O' q • -..a AO.,mbaa c•..r:t b Mann tea:::,�MO,OS�m.P:^�.D��W�ti.®W a-��:� It..D>.E,.D.E LOON aP.�TP.LOT W.Im�ALL LOOT MOT , .came M D..P.ev a..a arra m.e TAT m.w.D mum m DORM.W,oII,. 7."......m.,.� C OCO a>TIC OE MO DP.::m,T-a..ONOO UMW TC�. I. BARTER NYE ,W A CaTTO .T LOST,,OAS la m M li..,v«oarra M Dlm,.. are am..me a m„a.aDS.•....,....m...an+....... ENGINEERING& P":r DLD s..=:�.1 "b..a�...a .P.a.D.oo..x..a...D. x TM; .a :R�aD>.. �'.:�:'ate a..aD. .. .a SURVEYING Z........Z:• ...` ...,.a« m,mrt 'm,n. ',.mam WU MOH POO NO a`,.''P.i10..*fl"mil.a..T.m'"gi." .mL.mPOxi P.�''wmD.`m,.aD. al�"',..:a I%io a MIT 01.11.101 TO OM TO.DOWD.WO....•R ROOttocomm.niTICI,.amok W'oCOPO me O'M I. -I�:l:E POOR 1.03.10.1 AT OW S.O.o.WOO IRO POI NN I E ITC OMO P l PORTS POI TM a .'.NT S L.a m m P..0rx ax..=%DIY.l.�CNly r..aa.T M a,a IP�o P'OW.W.a,iOP,aM w�mII"i .�"ai�fai S i a,0.pmen OUC'.c IIy�Ara.�MA4aT�rD�ROOM I OMC,....m.PD®.M„l ra M � .{� Radar.. n,0+•.m,. D.s®a6ba a m1a .wc.D 0YOtl l..orx re mavare.i PL O.1ODfa c. arr rD n.x.arnw.mew ma .7it.oD.Dw=PIIDOWLt,.a,.LDa rD Pa®.vx"...7 P YmYai.. ` on.pDamm¢,.PurP.DDtl.mmPAmW.II f..a a.r.W mon Wlr..,•w.rD.ma/ m.W.i,D.m.aPm.®P96 nN.�T MSPawIlx DITI. a.f0.vitylOWcm. II DOE Laid$,Mp.. �' a.r rm.:arm.OrrN.a s.MTPt sumo.a.Pnr a®.. (,lip n,. r m W '°o.2..11. ...4............... a.0 DPm DOD m ann NO OCR PM Plan wu.m 10 x a•Pe,MSC M ,.a t 1 ) .u• 78 NON Strad-Sd iba 02601 ,Ila.Aram.tO mamma 1.0.10.1 OM.St MANTANED MOM MO NM OCR x CMS ate,.[14(M sM., IE LOC LOCOED NO A..a.OTC.MUNSON�r a M a,D, *'T....i........m...T w I + 0 N�� ` 'i carom.a as.......DOD.x a,a,x AS.®..a D`.m..�Ds a°R:D ""„PDT". a M I I II a.D.-(we)n+-7w7 • '"{" OW i..,,,`aw m o°',m�»r "o�T on...s°'..rare".. i„,'..............— `ad m.D.Dm.rou OPOCOMRACIAM NO.�.a,m.m ODD re m;: a.a..D.ixi.MOPOD.,DDPDW.PaT� ..aD.PWa..,,m.�..a.P eD...D.bDOs.D.P�..... R 1 A 1 II " '.:DD ,)77-7°n • n D°1YLa.s,w m:ii:aTuvD.i x Du.m..tl mewl Wei PRIM.W.....¢°e`.c�m m m iowi3Onr i t�: �:. .r ems.srn.W...w sac ran roam mar err.co.met evor um OVAL NE�.aPma..D.Wsom .re mNWP�w9°. OMl ww.•SPD.DMP.. /- i II Dfl .rmW.DMM..M MAIM ..... >D4^ L.DP°1...D i II I II STOOP ET. ICIER •MOO. m.aa.sou arma ram.4oit...' T.W....IOC M_ ,PI= ,tWa.,..ma.PM .l..aC0li ..CO . g . •i II� i',, ".. u. P. .r.xW.....r.PODraDaWW..YaDfWN PwP.�OD.E..wWP.T u [TIC ITOIMOoo warn . . : a,D.x MAIM.NO.D.OPa.W COMM 10 O MSS .D.�aaDD a M MOOS......... a*HOOD MTV LOOM es[ ." i ,=b' ; I' A OATOMMME MO mom Ai ammo ro mom ..M.Pm Da.Nn................T�PPuu OI.,®[ .T _ ! HMI �D:.Om lo..IIroD... :..P..OI / III 3_�....a • ,m.m���.00DDic u[D0.Wu.au,,G �DO.T,oO P�¢a •mf><DKYanO..r PROTOND OP(OW ll[m.E�13.131110.CI S 3''- f I CIli CONSULTANT ORE aP.OV1L..csua waL<a`„*...a w.lw• �_r„,,a—a.r.D.oa.7.{rERMTTREVIEWONLY•NOT FOR CONSTRUCTION Dam ••aa I 1..011`®oPw WO I.WOO NO>m ram O COO.10 ITC ONDSWASONS Or TIC I..All TO DO r.W.POP�a,Aaau.+11031 ALL �.D MO LER I PI I N :, MOM HOMi•`E MOMM� DOOF 011 OM A.OPAL.OLDHAM OS x.x.uII C.00TO M 6 D_�0 '0 --0 r+---� •• ,,• �II/AO ,DONau LT.NT .,Pn V..m OPC T�i.ROC DDa,.®,aP xwu.DO..Dana —_ _D --�.. �0 II `OO • RIN.MOW _i - = 0. I -� 0 �O !0 -+ M�- \.\i E 5 IMQ!. II YaaMZ II ' 'i -D . �' =E ....c r\.�__ I l. II 5 ENSNARED LOP: 7 _ W C . • / 11 —11; 1 r ,Independence Place,LLC + m'"""D'ate' D . •" �i I \•/ : II 1436 Iyannough Road .— Pa �� �mND.......I I 7v i____ _ _::'._ DDDwD,L �� E (mmO n I 0 I, Hyannis,MA 02601 • iL....oMa eI — �� E V. {l '...^ ;4+,0 --le _ +'-.E Dye `�� 1 r, s O x, e �� ,�rr` E , fl E. �w D o �1 • I . R• �' i3u " ' 1 I ei 1 1 D...""' es °� eF m 1 s I s arr- ,e ----- !Tr.,. —5 tla l \O. .II a E 11E �: L..P.(1111 � Es / - iir- -1E011 7.5 • MIMEO INCASE r.,a � Kq'/ 00 � • —e •ms l To]. 1 Y. Prx. _� r Y II / ,,,ip ...."/IF 1 \l V -�— \tO 6 6 I ? h 1 )\\,...,.. • ..-- li I I . 1 4 i _ re / 5 — M. ...a..a — .. ELECTIa°O^ ISO . '.:— ::T _ - - - _ _ \�C i °al -`i L - l • _...._ ---- —t _T_..�E—' --���— , ` - pOtlw,[ NEST TITLE, 4,9 B. L YYN s Alf — .L.... __ -. _ —_< -f _.r— _- Utility Plan W. T — —NA. — — .x,.t'Nrn ws[n�tia _i— /.._ • 1—' -- / SHEET MO�� O 5 K=�— _ DRIVE 5 \ INpEPE . I\ _ ��II ,—_- D + — —SCALEs :a..c,t:... i r ..,.m —_ ——— S ..,+•a. �. c PD•P Continued i .., w recr xd4 pl a,�,+_n-w :C..e.r_:....;, _ , ,,SK I SCALE:,•-lv x ioolax ot OM Oros.I.'I 3 lac —j . .. I —___——=—— _ w ..�«- ., nued Utility Plan,-m .O..0.OOP or.TH.al ONSHOrtre NNW m R.A. SCHAEFER& D.M. WHITE, ARCHITECTS [R PO Box 447 112 Elm Street Goffstown, NH Q3045 603-497-3405 rasarchOcomcast.net FIELD REPORT TO: Keller Company, Inc. 1436 Iyannough Road Hyannis, MA 02601 Date: 2 October 2017 Project: Carriage House Location 939 Mary Du n Raad') Contractor: Stateside Construction Group, Inc. Owner: Keller Company, Inc. Weather: Mostly Sunny Temp.: 72° @ 11:45 AM Present at Site: Ron Silvia; Silvia and Silvia (RS) El Peter Beaudoin; Stateside Construction Group, Inc. (PB) ® Allen Tosches; Stateside Construction Group, Inc. (AT) This field report shall be read and followed from beginning to end. There are items and clarifications added that may not have been discussed during the site visit. WORK IN PROGRESS SITE WORK 0 Site clearing is complete. 0 Security fence installation is complete. 0 Rough grading is in progress. 0 Site utilities installation is in progress. 0 Drainage installation is in progress. BUILDING 0 Foundation installation is complete. 0 Underslab plumbing installation is complete. 0 Sill plates installation is in progress. 0 Under slab preparations are in progress. FIELD ISSUES 0 10/02/17-01: AT asked about the width of the sill plates. The cut width of the sill plate is set to keep the edge of slab joint under-the wall base. This avoids it telegraphing through the flooring. AT will follow the detail on the drawing. ITEM CLOSED. MEETING NOTES OLDBUSINESS S INE SS 0 No old business. NEW BUSINE5$ 0 10/02/17-01: The Verizon ductbank along the street is conflicting with the sewer line. Stateside is looking into solutions. 0 The next site visit will be coordinated based on progress. ,tetZ.a. A444), SIGNED: Robert A. Schaefer, AIA, LEED AP BD+C Email Copies To: )oe Keller, Ron Silvia, Peter Beaudoin, Allen Tosches, Building Department This report shall not be considered all inclusive. This report is intended to be a general description of the project status, a general description of items discussed, open items, resolutions to concerns and decisions made as of the date of the report. It is assumed that the Contractor and Owner are taking their own notes to document their concerns and issues raised. If any portion of this report is inaccurate or has changed bring it to the attention of the Architect and a correction will be issued to all parties concerned. 2 Concrete Cylinder Test Results CF-11 es isalk EaRIG�G ' Briggs Engineering, & Testing Project: Carriage House Apts/H.s/5 -7 9 Mary Dunn • - . A Division of PA'Associates. Inc. Project No.: 29755 Date 9/1 1/2017 Client: Stateside Construction Placement North East Corner of the Wall Location: Sample Location Wall / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Stateside Mix I.D.: 3/4" - no mix No. Ticket No.: 13560 Time of Test: 3:00 Cement / Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 56 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 1:54 Slump, in.: 4.75 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 88 Air Entraining, oz.: Air Temp., °f: 75 Other,1: Prepared by: Brad Pellegrini 0ther,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 1 0 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? 1 Moisture Loss Prevention: Caps Field Curing Time, hrs.: 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (lbs.) Strength (psi) Type 6A 9/18/17 7DAY 4 8 12.57 143.9 26250 2090 4 6B 10/9/17 28 4 $ 12.57 144.2 Q 6C 10/9/17 28 4 8 12.57 143.4 0 6D 10/9/17 28 4 $ 12.57 144.0 0 6E 10/9/17 HOLD 4 8 12.57 1,43.9„ 0 tlU I1t 11 Results within specifications: ❑Yes ❑No *f epo'rrted cyhrrder=density'reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 - fiested By:Cregory`MacKa /Cert#01`00669Q " D 100 Pount Rd., Cumberland, RI 02864 J1 V1S d l�a;gpplroved: CF-11, rev 5, 06 Appendix 2 QQ-QTP-1 Laboratory Director: Sean P. Skorohod Page 1 L MyOe.ovA) 444, , CONCRETE PLACEMENT INSPECTION a6 ®& Briggs Engineering & TestingPROJECT: B R t G G Sr 99 9 9 CARRIAGE HOUSE APTS./HYANNIS A Division of PK Associates, Inc. PROJECT#: 29755. .., INSPECTOR: Justin Weston PAGE 1 OF 2 DATE: 10/04/17 CODE: C26 TEMP.: H 70F L WIND.: L H HUMID.: N L CLEAR Concrete Source: Cape Cod Ready Mix General Contractor: SLT Construction Corp. Storage Location: Curing Box 'Other: near placement Inspection completed as per ACI-301 and Contract Documents. 'A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either. corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted al l d a l tests were conductedaccordance in acco dance with ASTM's 1 C3 C138, 14 C 3, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4 - 6" Mixing N/A 70-300 Rev:.', --I Air content X 0- 3% Density N/A ".± 3 p.c.f. t ` Location: Slab on grade(please see attached Drawing #: S1.0) ,.#� �� _�.. a Remarks: Please note: I received the specifications verbally. I ' ,, Additive: Fiber mesh w/ Midrange. h Concrete placement 1 of 2. Mix ID#: 3000 DNA. 0 The following is a list of all trucks sampled. All.other.trucks were verified to be in conformance with ASTM C94--' and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 242 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds, Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) a (°F) Deliv. Required (in.) water (pcf) 1 7:10 72 11 60 70F 5.25" 2.8% 70F 3000 3000 3/4 5 1 0 5 7:40 73 11 80 70F 5" 2.2% 70F 3000 3000 3/4 5 •2 0 10 8:40 67 11 57 70F 5.5"_2.4% 70F 3000 3000 3/4 5 3 0 14 9:07 55 11 70 71F 5.5" 2.0% 70F 3000 3000 3/4 5 4 0 19 11:00 85 11 51 72F_ 5" 1.8% 70F 3000 3000 3/4 5 5 0 X 100 Weymouth St.,Unit$-1,Rockland,Ma 02370 �, / a 100 Pound Rd.,Cumberland,RI 02864 Approved: ` c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH i CONCRETE PLACEMENT INSPECTION ' Briggs Engineering & TestingPROJECT: CARRIAGE.HOUSE APTS./HYANNIS Bi�IGGS 9g 9 9 ; „ A Division of PK Associates, Inc. PROJECT#: 29755 INSPECTOR: Justin Weston t PAGE 2 OF 2 DATE: 10/04/17 CODE: C26 i TEMP.: H 72F L WIND.: L H HUMID.: H L CLEAR Concrete Source: Cape Cod Ready Mix General Contractor: SLT Construction Corp. Storage Location: CurinnC Box: . Other: near placement - Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed, Preplacement: Weather X Steel arrangement X Temp. X Steel clearance ._ 'X i Forms for general requirements. X Steel cleanliness X Grade preparation .X Steel supports X. Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete'sampled in accordance with ASTMC-172. --- Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143,ltC173, .:--; C 231 and C1064 respectively. - ASTM C-94 Limits ASTM C-94J12Inits _-,; Time.Limits . X 1-1/2 hrs. max. Temperature X '50-90° F,") 0 Slump X 4 - 6" Mixing N/A 70-300 Rev. Air content X 4 - 8% Density N/A + 3 p.c.f, Location: Balconies (please see attached Drawing #: S1.0) g e3 II ,- CV Remarks: Please note: I received the specifications verbally. ' F„`' h Concrete placement 2 of 2. Mix ID #: 4000 D.05. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with,standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 40 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) , (°F) Deliv. Required_ (in,) water (pcf) 1 12:20 72 10 79 74F 5.5" 5.2% 72F 4000 4000 3/4 5 1 _ 0 • X 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 , ' i F A _100 Pound Rd.,Cumberland,RI 02864 Approved: ` , c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH • i 1 A Ili Soils Compaction Report ®` •b Briggs Engineering & Testing PROJECT: CARRIAGE..HOUSE APTS/HYANNIS BRIOO -` A Division of PK Associates, Inc. PROJECT#: 29755 INSPECTOR: i Moise Louis-Jean EMP.#: REPORT#: DATE: 9/12/17 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16543 Type of Gauge: 3440 Density Count: 1823 Moisture Count: 620 Maximum Dry Density: 119.3 Optimum Moisture Content: 12.5 _ Soil Description: Lt. brown fine to coarse sand &gravel,trace silt Material Source: SLT Carver I Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 (AASHTO T 180) 1 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 West interior of building foundation elevation 50 x 34 , -3 ' 122.7 .115.2 , 96.6 6.5 12.5 1 2 ii50x 34 -3 121.3 113.7 95.3 6.7 12.5 1 3 50-x 34 -4 121.1 113.8 95.4 6.4 12.5 1 - a-a NO ril } Tests not meeting requirements: 0 Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTM.D6938 Note: All of the test results and findings contained within this report are limited to the areas indicated. IZ 100 Weymouth St.,Unit 0-.1,Rockland,Ma 02370 , `. `. / , 100 Pound Rd.,Cumberland,RI 02864 Approved: " £' s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod PF i SKETCH SHEET Brig s Engineering eeri.ng &Testi.na PROJECT: gsv;a;a,- -Ai BRIGGS A Division of PK Associates, Inc. . 1 PROJECT#, . .". i :,,, , ' 11 NSPECTOR: " , PAGE: NOT TO.-.. ..„oaer . 3 , J 1 I - .,..„) ,._.„) ___, _:„. , ., „,_, , it CV d1,10,.�'ti /d'VaOd6_00.-., •_1 p aZ rn P .... 1 13 g 44 i\J\\) 114 •! N Concrete Cylinder Test Results CF-1 1 .1,1/ t°iNddi BRIGG!S J Briggs E n g i.n e e r i n g & Testing Project: Carriage House Apts/Hyannis (939 Mary Dunn ,..—.+ A Division of PA'Associores. inc. Project No.: 29755 Date: 8/31/2017 �- Client: Stateside Construction, Placement West Half of Wall s Location: g =---1 () Li Sample Location Wall / Remarks: 1 t Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143, C173, C231,C138, &C1.964 udss otherwise noted. c3 Concrete Source: Cape Cod Ready Mix General Contractor: Stateside rn Mix I.D.: 3/4" - no mix No. Ticket No.: 10362 Time of Test: 12:05 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Strength Required: 3000 Set No.: 1 Cement, Ibs: No. of Cyl.: 5 1 Pozzolan, Ibs: Truck No.: 65 Fine Aggregate, lbs.: Batch Time: 11:04 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 6.25 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 82 Air Entraining, oz.: Air Temp., °f: 75 Other,1: Prepared by: Brad Pellegrini 0ther,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 20 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 168 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (lbs.) Strength (psi) Type 3A 9/7/17 7DAY 4 8 12.57 145.6 33120 2640 5 3B 9/28/17 28 4 8 12.57 145.9 46370 3690 4 3C 9/28/17 28 . 4 8 12.57 145.2 46340 3690 4 3D 9/28/17 28 4 8 12.57 146.4 46600 3710 4 3E 9/28/17 HOLD 4 8 12.57 145.6 0 r Results within specifications: N Yes 0 No *Reported cylinder density reflects the estimated density upon receipt. I El 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By:Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 919 M A wise 6-- ��� Concrete Cylinder Test Results CF-11 AliBRIIGGS 11 ri.g g s Engineering. . & Testing iii Project: Carriage Mouse Apts/ �(939-Mary=Dunn A Division of PK Assoc,a'es. lnr. �23/2 1 �.. Project No.: 29755 Date: 8/23/2017� Client: Stateside Construction Placement North West Half of Footing Location: Sample Location North West Corner / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Stateside Mix I.D.: 3/4" - no mix No. Ticket No.: 13339 Time of Test: 1:00 Cement / Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 71 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 1 2:17 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 6.25 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 88 Air Entraining, oz.: Air Temp., °f: 75 Other,1: Prepared by: Brad Pellegrini 0ther,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 5 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (lbs.) Strength (psi) Type 1A 4 8 12.57 141.5 29560 2350 5 113 9/20/178/30/17 7DAY 28 4 8 12.57 141.1 39110 3110 5 1 C 9/20/17 28 4 8 12.57 142.0 42960 3420 4 1D 9/20/17 28 4 8 12.57 141.3 41800 3330 4 1E 9/20/17 HOLD 4 8 12.57 142.3 0 t IS t.; Results within specifications: ®Yes ❑No *Reported cylinder'density refleets.the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rocklard, MA 02370 Tested`By:Gregory MacKay/Cert#01006690 ^ t�},�r- ii� rtan+a 0 100 Pount Rd., Cumberland, RI 02864 3»VLSN dV?Approved;€�l, CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 Concrete Cylinder Test Results CF-11 BIRIGG�r-i I'i gg s Engineering & Testing Project: Carriage House Apts/Hnf 939 Mary Dunn A Arrisro" of Pk Associates. Inc. � Project No.: 29755 Date: 9!8/�LO Client: Stateside Construction Placement 8 Piers & Footings Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231,C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Stateside Mix I.D.: 3000D Ticket No.: 13543 Time of Test: 2:11 Cement / Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 83 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 1:14 _ Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.2 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 78 Air Entraining, oz.: Air Temp., °f: 75 Other,1: Prepared by: Justin Weston Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), °f: • Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 120 Cyl. End Preparation: Cl 231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (Ibs.) Strength (psi) Type 5A 9/15/17 7DAY 4 8 12.57 143.5 33610 2670 5 5B 10/6/17 28 4 8 12.57 144.0 0 5C 10/6/17 28 4 8 12.57 143.4 0 5D 10/6/17 28 4 8 12.57 143.5 0 5E 10/6/17 HOLD 4 8 12.57 143.2 0 'a �`S 1 L Results within specifications: Q Yes Q No *Reported cylinde density reflects the1estimated density upon receipt. ® 100-Weymouth St., Unit B-1, Rockland, MA 02370 Tested By:Gregory MacKay/Cert#01006600 ` ❑ 100 Pount Rd., Cumberland, RI 02864 AD.roved: c h= � 1 �.lppu { , F, Ins.. • CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 ,f-/?N 577—.t/3L5 CONCRETE PLACEMENT INSPECTION ` LL Briggs Engineering &Testing PROJECT: CARRIAGE HOUSE APTS./HYANNIS BRIGGS -- ti A Division of PK Associates, Inc. PROJECT#: 29755 vim~ INSPECTOR: Brad Pellegrini PAGE OF DATE: 09/11/17 CODE: C26 TEMP.: H 75F L WIND.: L H 13 mph HUMID.: H 96% L 45% SUNNY Concrete Source: Cape Cod Ready Mix General Contractor: SLT Construction Corp. Storage Location: Curing Box: Other: . trailer Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X — Steel supports :---!1 X Placement: : `-'► Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either '-J corrected before placement or noted herein. Concrete sampled in accordance with ASTM€-172. -11 Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, Cl43, C173, :--.) C 231 and C1064 respectively. i ,:, ' ASTM C-94 Limits ASTM C-94 Limits to Time Limits X 1-1/2 hrs. max. Temperature X 50-90°F�`:'P Slump 4- 6" Mixing N/ A p70-300 Rev. r- Air content —X— 4.5 - 7.5% Density N/A ± 3 p.c.f2 Location: Northeast corner of the wall Remarks: The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 8.5 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required (in.) water (pcf) 1 2:45 56 8.5 71 88F 4.75 5.5% 75F 3000 3000 3/4 5 1 10 • a P - . 1 . . G a Y ♦ . X 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH , \ 5-?:-5r-ag4ecpais0.4)-,-- . ,---z ADfrilekr-srAIRCe" Soils Compaction Report =iamb!BRIGGS Briggs Engineering &Testing PROJECT: PTS/H CARRIAGE HOUSE AYANNIS A Division of PK Associates, Inc. PROJECT#: 29755 INSPECTOR: Brad Pellepini EMP.#: REPORT#: DATE: 9/11/17 CODE: PAGE TEMP.: H L. WINO: H L HUMID: H L Troxler Serial Number: 16169 Type of Gauge: 3411 . , Density Count: 1887 Moisture Count: 898 .. .. • 1r • , Maximum Dry Density 135.9 Optimum Moisture Content: 6.3 Soil Description: Orly sand Material Source: Off site Minimum Com action Requirement: 95.0% Proctor Tye: ASTM 1557 (AASHTO T 180) Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compactiork Moisture Moisture 1 Inside foundation 100 ft. Finish 137.2 . 132.1 97.2 3.9 6.3 ii 2 100 ft. grade 140.1 134.4 98.9 4.2 6.3 - .. C. . . , . . P o o , , 4 0 o 7:2 •-.-4 1 .0 •-• t ,,..3 c„,,,,) ai , ,4 0.1 --1 - A ... ..k .- i 1 4 4 4 A •.. 0 0 .. .._.0 -- r— . _ r p • , r% A 4 , e r Tests not meeting requirements: Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTM D6938 Note: All of the test results and findings contained within this report are limited to the areas indicated. El 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 El 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod PF i • Concrete Cylinder Test Results CF-I 1 rrfN 1 BRIGGS 1 Brig g•;s E n:g i r_r a e:r i n g & Testing Project: Carriage House Apts/Hyannis (939 Mary Du � �,- 4 Division of.PK.Assoc`_atvs. Inc. Project No.: 29755 Date: 9/5/2017 ---- 1 Client: Stateside Construction •-k i --� Placement Foundation Walls on South Side ;; s Location: to i ~'' °�-- r ,4 e 'CF CI Sample Location South West Corner / Remarks: i Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C23 ,C138,&-C1064••unless otherwise noted. :, ,; Concrete Source: Cape Cod Ready Mix General Contractor: 1 Stateside rn` Mix I.D.: 3000D.05 Ticket No.: 10381 Time of Test: 12:15 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 62 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 11:16 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 6.2 • Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 76 Air Entraining, oz.: Air Temp., °f: 78-85 0ther,1: Prepared by: Mike Smith 0ther,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 5 Curing Temp.(High/ Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (lbs.) Strength (psi) Type 4A 9/12/17 7DAY 4 8 12.57 147.1 28690 2280 4 4B 10/3/17 28 4 8 12.57 147.5 0 4C 10/3/17 28 4 8 12.57 147.0 0 4D 10/3/17 28 4 8 12.57 147.1 0 4E 10/3/17 HOLD 4 8 12.57 147.7 0 Results within specifications: 0 Yes 0 No *Reported cylinder density reflects the estimated density upon receipt. ®100 Weymouth St., Unit B-1, Rocklaid, MA 02370 ' . Tested By:Gregory MacKay/Cert#01006690 ' ❑100 Pount Rd., Cumberland, RI 02864 Approved: I CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P.Skorohod1 Page 1 200 Main Street ; :; he4; U.S.POSTAGE>>PITNEYBOWES 44 Hyannis,Ma 02601 "' p�` /�—M.® 'snestamms' ZIP 02601 $ 000 46° j 02 44,V isIrria • • 0000336455 SEP 22 2017. Andre Tatbouet 17 Iris Lane Cummaquid, MA 02637 q 3 9 /il-rey iD id a 7 69--vlitl S-7- -1 E Soils Compaction Report`L BRIG O Briggs Engineering &Testing PROJECT: CARRIAGE HOUSE APTS/HYANNIS BRIGGS A Division of PK Associates, Inc. PROJECT#: 29755 \ft.--100/—...... INSPECTOR: Brad Pellegrini EMP.#: REPORT#: DATE: 9/11/17 CODE: PAGE I. TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16169 Type of Gauge: 3411 Density Count: 1887 Moisture Count: 898 Maximum Dry Density: 135.9 Optimum Moisture Content: 6.3 Soil Description: Gravelly sand Material Source: Off site Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 (AASHTO T 180) Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 Inside foundation 100 ft. Finish 137.2 132.1 97.2 3.9 6.3 2 " 100 ft. grade 140.1 134.4 98.9 4.2 6.3 - . .74 ip .... is 3 r - i "f , 1 — ri Tests not meeting requirements: Who notified: _ Recommendations: Remarks: All tests were conducted in accordance with ASTM D6938 Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 0 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod PF r Concrete Cylinder Test Results CF-1 1 .Ili (�3RIGGS Briggs Engineering & Testing Project: Carriage Mouse Apts/Hyannis (939 Mary Dunn �....,.. l:Dtvision of PA Associates. Inc. �� � -�. Project No.: 29755 Date: 8/31/2017 Client: Stateside Construction Placement West Half of Wall , Location: Sample Location Wall / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Mix I.D.: 3/4" -no mix No. Ticket No.: 10362 Time of Test: 12:05 Cement/ Pozzolan Type: Strength Delivered: , 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 65 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time: 11:04 Slump, in.: 6.0 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 6.25 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 82 Air Entraining, oz.: Air Temp., °f: 75 0ther,1: Prepared by: Brad Pellegrini 0ther,2: Was HI/ LO Therm. provided? No Added Site Water, gals.: 20 Curing Temp.(High/ Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 168 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (lbs.) Strength (psi) Type 3A 9/7/17 7DAY 4 8 12.57 145.6 33120 2640 5 3B 9/28/17 28 4 8 12.57 145.9 0 3C 9/28/17 28 4 8 12.57 145.2 0 3D 9/28/17 28 4 8 12.57 146.4 0 3E 9/28/17 HOLD 4 8 12.57 145.6 0 Results within specifications: ❑Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. El 100 Weymouth Si., Unit B-1, Rockland, MA 02370 Tested By:Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P.Skorohod Page 1 q 3 cr *oozy . 4evv OOP TOPeviv or. 31 STABLE RN ?Ns çp 20 ,44 ,• ') t gm, 7 r nit & . • • 0.- 4• • • • r f . - * ' '?3?4/1", y • LtA.1/t) A:57Vb .---- teritAiKjeff:464e CONCRETE PLACEMENT INSPECTION . .'-inillislLells. . . . ,BRIGGS Briggs Engineering $1 Testing PROJECT! CARRIAGE HOUSE:APTS./HYANNIS A Division of PK Associates, Inc. PROJECT# 29755. . , -• •-•.--- - • INSPECTOR: Justin Weston • PAGE OF DATE: 09/08/17 CODE': C2•6 ': 1 TEMP:: H 7-5P: -L WIND:: L H .HUMID.: H L SUNNY Concrete Source . Cape COcl:ReadY Mix General.Contracid!r: SLT• Construction•Corp ., , . . ... , . . _ SiOrage Loca'tion: Curing.Box: Other: trailer Inspection completed as per ACI-301 -arid.Contract Documents. A checklist of major items is'presented, All items in non-conformance are either corrected during inspection or noted herein.: Detailed inspection Of reinforcing for size, quantity, grade,Spacing and configuration it repOrted separately when performed: .Preplacement: Weather X Steel arrangement: X • Temp. .X Steel clearance 'X 'Forms for.general requirements. X_,„_.. Steel cleanliness . X ._, Grade preparation, X Steel supports - X Placement Coricrete placed within:limits of ASTM C-94 and Contract Documents. Non-compliance,items are either corrected before placement'or noted herein. Concrete sampled in accordance with ASTM C--172, Unless otherwise noted all tests were conducted in accordance with ASTM's C31,•C138, C1:43, C173, O.231 and C1064 Tespect[vely. ASTM C-94 Limits ASTM.C-94 Limits Time Limits X 1-1/2 hrS, Max,. Temperature X 50-90°.F Slump X :3.5 -' .5" Mixing N/A -70-300 Rev. Air content X 3:- 6% Density N/A •±:3 p.c.:f., Location: Eight piers.and footing (please:see attached Drawing #: S1.0) Remarks: • " . The f011owirig is aliSt of all:trucks sampled. All-Other trucks were verified to be in conformance With ASTM 094 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted fiereitt, Method.of;placement: Chute X I.Pump Other Total Cubic Yards Placed 5 . : Load Arr. Truck No. of Mix Conc. Slump Air Air. Conc. Conc. C.A. _ Cyl. Set Gals Unit I No, Time No, yo -., Duration Temp,. (Ih) (1,6) Temp, Strength Strength Size Fabr: • # added Weight ctin.) °F:)- ... .., * (°F) Deliv. ,!Required (in.)._ water (pcf) 1 . 2:00, 83 5; 67 78F 5" :5.2% 75F :3000 :3000 3/4 5 1 0 • . , . , 4 • . , , ,: ,.) 0 • a, e.) • " 0 a . I ;• . 1 , „ 7 • - - , ., ' • , , . . , . , , : ' • , . . . . - - , - . . X 100 Weymouth St,thiit B-1.,Rockland Ma 02370 ,.? ce9 r• 97 iii: ..: 100 Pound Rd.,Cumbeeland,RI 02864 Approved:c_ ..,\, . A.- . .. ._. c.p.i..Rev 3, 07 Director of Field Operations: Sean Skorohod YR' •' ---.--. i-i-,-- - _-....2) A,IAAr 4T.{` 4444.t[IW sr P•rq.A10.11RYdY. w' �tta.fy 1. J s.(G wr LOW i sD [ - am wo.XI •ira«':tti sun '+r.:r L oYI, cm fC1.-...,osv0 AT s-4.RIs) T/,-roA�.ra ,n4 - `^e..,,,>,.:+a `. �.. rnr r4.� 66,Y3' >•ra-� '^ `,r'.,.' 2;u 4. GA.;(.� gi cxeptrr,wrr ''',' -- i .....n ':...' ^ r 5js.rrxd,». TVT4C'.Fl♦ -. hT YW[RYwI 1 3 attl,w,rn more "• -'{-ir' j `' 1 ?;'•„-,� rVS oe.etX`=• �' -1 y, a f YM61fA" :ef:... ;.,.- ,X,.%0P1 a k'. . ,,, r 4., it ny, 41 04..is LQi..4.4• UNIT ` 'f fw+ ��.'+Q. nfl.M. 4.1 ;f i Yr • 11 .x row are 6 Lat,.+s £ i_ rt.^e' �� eAwnrrrctaxrn..Jti" ! A7 rig ANX taKH WIY MU i� .G� .�")_s.'...._ *. , rill ..iA..r Troba&err ewcen 7J{ b N+IM.TnC71Npe~4LlwrgR - S N„• �. �.„i. ! . IAN 1 pql aj68faJ � E f � 3 ti �f S❑ ...... _ .+` oti,wr will \.yR 7 v -r_ Scf76a I1o8�8(�TY • -- _ ! f- F `I v d 41w.f7 a4/r,,.a.us_�Ylry� iov vca t:.'R v 1 r1 T • to T 0*YIII' -/ S° 'J eK3 N roe ovor It ��f J .�1 -1 iATr ar) ,k j `< g to ti 3 8 4 =7 TOSN SaTtly' !� GG ! �' 1 {� rr 9 O O �0 A Toe,OWN' a �•�3 i-... J ,g� -: a. w__ _ �mm ...., ��rl I F t ''$ 4'._,...„,,..._.„,,. ,. r ] qs N �( Yr,, �y :,_.:, .+ • . tl 0,4 '��lrt, °� py13.0 .• xi... .....»....,:iD. T,'7waucr a T wAu�. t , t '.7 . RED a.b tiSy7�' ^1' t - +omvsl7wwrnt. TT 7A' y► %x• 9_1-+.� • ca7A. mwtatwstriTxFncsopA aw3 On.r _._... t z 6 a "� • IyP ""' csaFcu, w is roJZACFmroas%rAoo rr,€a cony JJ Mk CJ c 3 j ! /IENOpr Kt f J GEoiQS+l i s v7.r.J� .� L SN ' AT(LOF T .0.9 L][ C k• „r .._L �. RYP1St.f® cL ry a _L.��A `- -�.._ 1T rY t (5 L DA7lONPlA(/ la a l _ 1 T r �1b") 4Q�i ll 2 • o ri � a � � O 6.11 o u 9 u Qf I • 'REVISIONS' • 7/14/17 REV:1 • • [ERG,NO.' • .11 • FOR CONSTRUCTION • Ia!11 u axM r I- t .'e-..,. 1 ' "III.:,) t ,,SO �.� i I,Yy. 40>•'i.' •L.." Sd , ' dti ° { --� .w 3 � ''�;1 Via. t E iF} a +w.,da �_ 1 Ott I r`,- 1. .A 1 , r r m r r,i, .1 ) =--nn 1 1 1 tin C � !�> ! 1 • r., l T 1- .a ,yL j r �i ..,.. a i - r t i_�1_, i utlil. r ✓ t tr { 'i 5t,r.wc it.. L ,C .�(Tt • ± .. I�ryM Per+ t ` y 33d 1 i _ ) 6 yp jjJ •'1 yy,1}y�rt` OMN ,, r , ' . , .. 4y Tiu2p�1..".1 �. J3 17. ' \ i nn Pl,f. t1417tF. 2 . • yr ,W) 1...,_..a I. ' #.k'd j�,- - r t al Pad ,4 }� , _ 1 4 tiii" a° Y{ 3 ,. - ,Gairoxnaa, _. ,— 1=• '.""' rV CTv I• q( y _ /YaK+WLB(rrlK I u� ;tl .-. F 7..1 . UCA9- . ,61.7 .1• V .„.. L'awlu Lit•:,tT.aet,iK,ti} ,� 'a �41,•a. .nw usr v xr`t,£wn+.4, flis`Niv .4i >C ^ �,.... }gI bi.= i.L ri s - � 4: - '. ( a r�1.:./.zr1..lup tCc�,wau TG rc o y 3/ 1,,f t TO WI i * ..,..p '(#IABtt WC M i , �ry11 �(, 17 dd S �i J'.w v'. 41 ul� I P �q/i I1 .•FZ 1 ;. FBI f r L Z 3 ) Y. 1 j .31 ''''FI ,r. ;•••..1.I . I t.,Yz. I:x.F,...:.`•" .,.„ ., _.„.. `I}i0i JT ✓��J , _ 0..",. ........ �,n.,.V.'K.C4rIsIXR __-...�'' a(. 1 1 � r / Mttt ES„JGAIwTI Ci (1{4.T 5 .., L, 7 • , 1 Bb4).!osyr 1 '1" 9l'r--1/ T.C.,c.mmtcfPTttm,.,t ,}t0 , A1tuG: ��" 6k a1,3 TUCYl 11.1: ,t • +-Ne -, ,.'-• ((1P 1 1- .4it D:f11(6t{4N'At/2: w._ ._, nth I 'I. r }si carI-I J,I ',..", ,....,:- fi,FOUNDATION KAN: .. t_.,9r£6 . ' • i '(;3!£FOS'0 YWrturarJPAILAT'*; O3'] iniA'M1tW I'M,.,� '{£U/14G76M0i17F!IDOI,,,,,,.'Ri°FttVAAL1A71sN••d Ll!•°CNCJt. nfvtEiVltntftl_(:!V.NA+t.SI1']AHYJ.W:S,i1.•4.,r,.i£Lh1IC0!°>ECntt.t05fKET9�6S t-l'MnYimtiff I0/4U°L•016T4A.�5 fyYi1Jtx1EP 51A.7.Jl.1 VYT AtAR,ix.,1nY,..li::dsy5!'CbL.i:fl.FfiaLtO+/Tr'ttTCeS.8fN1( NA!(i UN°CA Pit/8 " � ' ...0n,: =?!1. ORR.RC'!-CMJ / CS> tt/5t hkl°YLTGH 03VlY tlLrMAnl1V/41a AIp' • 61C/f Ot'co1. Ai(Yt7I I S0I s,'. - • ..6CF0.9 MTIfr Yf I C0.,1, AjR.iCk,4Altr.e.A$,Rv G!44.R(OqSIW(L iOLSN tt•.01 iIRUNA,,,„. .5T.Uti ,SRit1E VAllCI 'T,L,oct,zt(Tcum.'-ftL 0.9 IiMi 41SCiiFltC4R_t 8£' AlYAJ17G at h9 .FAS O i I-I 0'11i�C/L115 0 0 C¢.T Y1 t1C cG'Y,rr Lg 7At 1�/RWJ/Aifi TO 01 UZA001LVAp awAgyus ,(. 1:,{. ,h•'a4 CIf if,._ ~ , T d!"�,IGv0 IW4er+f3 t(k MT1Dtl > Y r0J TON G'TAAA CIF.4AY1°N i051 lI G'17r1sL CtCvA4II4 rUF,R�I�`0£-55kIFE LVAi7e4 .;:r 7�1' tC."t#�AC4L`$7tlNr T ! � L 'i 7Gs r. TCI505 stem , . cps-.I;1xr.ale(aa _ �. .' r �t t t. '�'.tia YW'Vt G11A0i-O AdI LLP.IAIIOII v 1 1 L. x (a • • 1 .aen «„+.c5 »»-mow«•.-<.-.e. .- _ _...._.�...r ...._...... ... ti _n ..t. _. ' r -y.,,,,—7-._....7E ''_ 60.ouJ ,..� -,..�... ` .a. .o .,T�_"•� r�a s!+ t +9 As n•yr `"'w 09 z rc.,� x ', S ^: - .r�� '1 6 .54 .�` 6L S3°7 - _ a, iFin srw4 qq ���jw,,,+ 5 ( ) 2 �33iip A a3.t T }. -54 { � P- ,•-. -^.•_'s !v 1pzwau.i �; Tt A.M1� `1 _ _, �` e~ - . >i a l u�iT t i t E r di' i 7a i�.. a �1 s q y:�t •j ad7oM1 hr.6 Li. a•,,.�e, a -.-a tY'�, r...i. t y L'{.::. •/ ausv+. Ttr'.i.b{st,a11.0) ./ ?2 1 •mod ' :& -- _ a. 1/?-row w� .w+• ;r - R m;uc ._� - _;r r411� • m l.a MbPil+t �:{✓1..�.�i�• G/.a,. rc '4,'""-{-'�, t { 1 ...s.��:.. ^.taa�c�at+.e cane r.f , 1 f t -. 11 '.nKw.axivsd IwY.Ye.eVf - - ` •1 _ NAic Milk. i • } - — Vic) . �}4-t�-4 g'17� w 4 41k,CK1,13,00 e!{• _ 1 �'I".� �„ of ,_ l}XARA'1+W[ifCTlliteA:s[!f _ -. J r 41B?{LC97, •f= [ .-�..� 5• F I .,�„.........sr: - ,Ra.+1,-s A,6a're.n fAA6 sit C1.1) - '�',,1i .. - �vwffi sl 4, L! !rr w'Ri V 4ARTW.A �a �( - _ } 11. - i',y t Y • il ® . —..-.--gym ! L • •- ,i+� ,1..,.____ _,,-... 7 !_ • �1s i'i ,.» 1. .. ��-1, ...--G i � g ei s .f1 a �+its,-� m�. l'w1.3t Li"r''t 'fy f� ► i 1T94 ! } °° E } - 4�, ,A ,..� 1r.xh,av-7fAoKayfo sa ae.6YpI _. 51 r iiNN) VP d 9 t YA �p a 1 "7,; wro. ezu.*a (�' '� m�c'v'a>•Rkn ' E }tF91 .�.,Ail ..,.. •CS: sn-t^. .u.-9_ _. .t0 _' ,,,,- ,,-- r - a5wun an Vrantsxtth4Ps-lc1/ vas..�u'} �. / V 154 9 7�' 11010-5c,corrzs[8lC MDII.b-tN _/. !y • ww ryTir r ••• -`.-GieLLx1 7Ai✓W 1'7'~'�r ��\Y' !I .1 SlA6FOi.l':SiRUC'SReN.rtilPCP(.{Ct[t+1 4>)•1 u _ _ - i •r� 4AO0PbaTOM!)4T£n.�e ` P F +±TY69N703.,ttX7HR1`?'�1b3) �(iTYj . P MCP r�xa eeewr�au7' .. • t .3�''G `rim' _ qt'�, _ .. E Y. axi 1 - - q FOUNDATION PLAN _.. . `\4"� • ". env+tH7'1�Sa.f3fRiAd9lYMI'N3NWTiQat at li$ ., - Kart,riN1R FOR 1$1I0Eil gi.158 6AMR'ARY . R4 D&YAN.$MSXRv0 CN Pint 41 L i . . 4 FC1f4 tr•VVtiktt.CONTROL 4WDOGTAe6 .. - !✓Li FOR TNC�Ai.Igh'l.WORCPKIATW%4 _ 1� • Daily Report PROJECT: B R I G G S Briggs Engineering&Testing CARRIAGE HOUSE APTS./HYANNIS A Division of PK Associates,Inc. PROJECT#: 29755 ~+� INSPECTOR: Paul Prince EMP.#: REPORT#: DATE: 09/06/17 CODE: ARR.TIME: 11:30 AM JOB HRS.: T.T.: MILEAGE: TEMP.: H I, WIND: H X L HUMID: H I, X CLOUDY/RAIN NO. OF PAGES TO THIS REPORT: 1 NO. OF BACKUP PAGES TO THIS REPORT: 0 I reported to the above mentioned project site at the client's request in order to conduct a concrete placement inspection. Upon my arrival on site Alan cancelled the concrete placement due to inclement weather. ® 100 Weymouth St.,Unit B-1,Rockland,MA 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: c.s. rev 2,02 Director of Field Operations: Sean Skorohod YH CONCRETE PLACEMENT INSPECTION Allah IG Briggs Engineering & Testing PROJECT: CARRIAGE HOUSE APTS./HYANNIS BRIGGS A Division of PK Associates, Inc. PROJECT#: 29755 INSPECTOR: Brad Pellegrini PAGE OF DATE: 08/23/17 CODE: C26 TEMP.: H 79F L WIND.: L H 15 mph HUMID.: H L SUNNY Concrete Source: Cape Cod Ready Mix General Contractor: SLT Construction Corp. Storage Location: Curing Box: Other: near placement Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection • of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4- 6" Mixing N A 70-300 Rev. Air content —R 4.5 -7.5% Density N/A ± 3 p.c.f. Location: NW Half of footing Remarks: A reinforcing steel inspection was performed for the above location. All reinforcing steel inspected conformed with the appropriate drawings/ specifications: Drawing #: R 10TA The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 24 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. PReSuiredr (in.) water (pcf) 1 12:55 71 8 53 88F 6" 6.25% 79F 3000 3000 3/4 5 1 5 X 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH ithCi ems( • SOWN OF BA N TABLE . AN t4 5 s • i ,. r • CONCRETE PLACEMENT INSPECTION BALI IG Briggs Engineering &Testing PROJECT: CARRIAGE HOUSE APTS./HYANNIS BRIGGS A Division of PK Associates, Inc. PROJECT#: 29755 INSPECTOR: Brad Pellegrini PAGE OF DATE: 08/31/17 CODE: C26 TEMP.: H 75F L WIND.: L H 15 mph HUMID.: H 90% L 45%~SUNNY Concrete Source: Cape Cod Ready Mix General Contractor: SLT Construction Corp. , Storag.e Location: Curing Box: Other:•• trailer Inspection _completed as per ACI-301 and Contract Documents. A.checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173, C 231 and C1064 respectively. ASTM C-94 Limits ASTM C-94 Limits Time Limits .X 1-1/2 hrs. max. Temperature X 50-90° F Slump X 4- 6" Mixing T 70-300 Rev. 1 Air content —37 — 4.5 - 7.5% Density N/A ± 3 p.c.f. Location: West half of wall Remarks: A reinforcing steel inspection was performed for the above location. All reinforcing steel inspected conformed with the appropriate drawings/specifications. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with.ASTM C94 and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein. Method of placement: Chute X Pump Other Total Cubic Yards Placed 29 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. C.A. Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight (min.) (°F) (°F) Deliv. Required^ (in.) - water (pcf) 1 11:55 65 10 86 82F 6" �6.25% 75F 3000 3000 3/4 5 1 20 . ♦ - a a ' a . . a . a a - S \ G a a . S . . .0 a a . . ♦ 4 a - . X 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: c.p.i. Rev. 3, 07 Director of Field Operations: Sean Skorohod YH . . TOWN OP BARNSTABLE . . , 7018 SI-:P --8 41 8: 115 -.....„-..„..„,,,,...,....,............. mlit-ini, .. .,„0`..,,..io / .t • 1 , . • • . t Concrete Cylinder Test Results CF-11 -�' 93. ~Project CarriageHouse is/tI ( 9 Mary Dunn � ,EiR1GGS Briggs Engineering & Testing ti,,,..___ :I Division of PK Associates, Inc. Project No.: 29755 Date: 9/1 1/2017 i I Client: Stateside Construction Placement North East Corner of the Wall Location: 5� Sample Location Wall / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Cape Cod Ready Mix General Contractor: Stateside Mix I.D.: 3/4" - no mix No. Ticket No.: 13560 Time of Test: 3:00 Cement / Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, lbs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No. 56 No. of Cyl.: 5 Fine Aggregate, lbs.: Batch Time:. 1:54 Slump, in.: 4.75 3/4" Air Content, %o 5.5 Coarse Aggregate, Ibs: Coarse Agg. Size: Density, pcf: Water, gals.: Water Reducer, oz.: Concrete Temp., °f: 88 Air Entraining,.oz.: Air Temp., °f: 75 Other,1: Prepared by: Brad Pellegrini 0ther,2: Was HI / LO Therm, provided? No Added Site Water, gals.: 10 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 48 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (lbs.)_ Strength (psi) Type 6A 9/18/17 7DAY 4 8 12.57 143.9. 26250 2090 4 6B 10/9/17 28 4 8 12.57 144.2 41170 3280 4 6C 10/9/17 28 4 8 12.57 143.4 40300 3210 4 6D 10/9/17 28 4 8 12.57 144.0 43010 3420 4 6E 10/9/17 HOLD 4 8 12.57 143.9 0 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gregory MacKay/Cert#01006690 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Sean P. Skorohod Page 1 I TOWN OF BA ligSTABI.E 7(117 iH) -2 PI - 32 DIVISION 4. R Nutte ItId i Eliza Cox Direct Line: (508)790-5431 Fax: (508)771-8079 E-mail: ecox@nutter.com May 10, 2016 0101433-00018 Tom Perry, Building Commissioner ._..- :;..--- Town of Barnstable -71 ' 200 Main Street -- I J Hyannis, MA 02601 E5 V 03 Re: Independence Place, LLC - 939 Mary Dunn Road, Barnstable 1 -- Site Plan Review No. 007-016 rn "' Dear Tom: ' r, Reference is made to the above project which was heard at the March 3, 2016 Site Plan Q , Review meeting (the "SPR Meeting"). At the SPR Meeting, the Assistant Town Engineer inquired whether the subject property was subject to a sewage allocation agreement between the Town of Barnstable and Independence Park, Inc (the "Park"). We have obtained a copy of the 1 Sewage Allocation Agreement, recorded with the Barnstable County Registry of Deeds (the "Registry") in Book 7192, Page 152 (the "Agreement"), a copy of which is enclosed. As discussed below, the property is not subject to the Agreement. The Agreement, dated May 1, 1990, was entered into by and between the Town of Barnstable, acting through the Department of Public Works, and Independence Park, Inc., and it 1 pertains to the undeveloped land owned by the Park at the time of the Agreement.' At the time of the Agreement, the subject property was not owned by the Park. Rather, the subject property had previously been conveyed by the Park to Rodney Corson by deed dated June 3, 1988.2 As such, because the Park did not oven the property at the time of the Agreement, the property is not subject to the terms of the Agreement. As an aside, it is noted that when the Park deeded out the property in 1988, it included the following language: "In accepting this deed the grantee acknowledges that when the grantor [i.e., the Park] installs a sewer system to service the industrial park of which this property is a part, the grantee will immediately connect to the sewer system... " As such, the property has the . , I See Section 2 of the Agreement. ' 2 See deed recorded with the Registry in.Book 6289,Page 282. . NUTTER McCLENNEN.& FISH LLP •ATTORNEYS AT LAW 1471 lyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630 • 508-790-5400 • Fax: 508-77143079 ' www.nutter.com Tom Perry, Building Commissioner May 10, 2016 Page 2 right to connect to the sewer system, but is not subject to the allocation provisions (or any of the terms) contained in the Agreement. Please let me know if you have any questions regarding this correspondence. Otherwise, we will continue to work with the Town Engineering Department regarding their comments from the Site Plan Review meeting. Thank you very much. Very truly yours, 2, W[�� Eliza Cox EZC: Enclosure cc: Roger Parsons, Town Engineer Ellen Swiniarski, Site Plan Review Coordinator Jo Anne Miller Buntich, Director, Growth Management Joseph Keller, Independence Place, LLC Matthew Eddy, Baxter Nye Engineering 3168555.1 r aooK7192'iCE 152 23618 • SEWAGE ALLOCATION AGREEMENT WHEREAS, INDEPENDENCE PARK, INC. (hereinafter "PARK") is a duly organized Massachusetts corporation with a principal place of business at 2S5 Breeds Hill Rd., Hyannis, Barnstable County, Massachusetts; and WHEREAS, THE TOWN OF BARNSTABLE acting by and through • its DEPARTMENT OF PUBLIC WORKS (hereinafter "DPW") is the appropriate Town agency responsible for the operation of The Municipal Sewage Treatment Facility (hereinafter "FACILITY") and its collection system as well as the agency responsible for expansion and connections to said FACILITY; and WHERAS, PARK is the owner of the real property situated within the Village of Hyannis in the Town of Barnstable which property is outlined in black on the attached site plan with numbered lots (attached hereto as Exhibit "A"); • • and . WHEREAS, the BOARD OF HEALTH of the Town of Barnstable, in order to insure that the ground water below the • PARK may continue to be utilized as a public water supply, has• :E yv recommended that all of the land of the PARK shown on the ..'r attached plan be connected to the FACILITY; and %%. a l r WHEREAS, the DPW and the PARK agree that job creation .., and economic development are goals to be achieved, the sewer collection system is to be extended to enhance the possibility of achieving those goals with a greatly diminished threat to the environment. i WHEREAS, 450,000 gallons of the daily capacity of the FACILITY was set aside in the Town of Barnstable 1987 Waste `z Water Management Plan for sewering of the Industrial Zone, a portion of which is (owned by) the PARK; and 1 ;f WHEREAS, the PARK and the DPW agree that the sewage -;y treatment capacity allocated to the PARK pursuant to this : .1 agreement does not take the form of an outright grant to the PARK but is a quantity allocated for sewer system planning 1 purposes by the DPW, and except for the right of distribution and redistribution contained herein, all rights to said ' 1 allocation remain those of the DPW. I NOW THEREFORE and in consideration of the mutual -covenants contained therein, the PARK and DPW hereby agree as follows: , a i 1 • . i 1 l I ` O0I,7192P:GE 153 1 . 11 is understood by both parties that the system • for sewer permitting utilized by State and local agencies is • conservative in its design and that permitted sewage flows are frequently as much as 200% above that of actual daily flows, two distinct sewage flow limits are incorporated into this agreement to account for that difference, as defined in • paragraphs 2 and 6. • 2. The PARK shall have the benefit of an allocation up to 295,000 gallons of measured sewage flow for the undeveloped land presently owned by the PARK, which undeveloped • portion is outlined in black on the sewage allocation plan • attached hereto and incorporated herein as Exhibit "A". • 3. For sewer allocation planning purposes and Capacity transfer calculations, the quantity of sewage treatment capacity available per lot will be determined by dividing the PARK'S allotted seweage treatment capacity pursuant to Paragraph 6 herein, by the total undeveloped acres and then multiplying by the size of the lot in acres, the result being the initial permittable sewage allocation per lot. Said allocation shall be recorded on a Sewage Allocation • Master Plan. (A copy of said Sewer Allocation Master Plan is attached hereto as Exhibit "B") The PARK may desire to redistribute the allocation within the area owned by the PARK shown on the aformentioned plan as it deems appropriate and in the best interest of the development of the PARK. To accomplish this, the PARK shall submit to the DPW an adjusted : ". Master Plan showing a proposed allocation of the permittable sewage capacity throughout the undeveloped portion of the PARK by lot. For the purposes of any such Master Plan the total allocation shown thereon for all lots combined shall not exceed the gallonage limitation provided for in Paragraph 6. herein. A copy of this plan shall be recorded at the Barnstable County Registry of Deeds and duly marginally referenced on deeds of the land owned by the PARK. Whenever the PARK decides to redistribute said allocation in a way not provided for in said plan, it shall immediately notify the DPW and file an amended copy of the plan with the DPW for its approval. Said plan shall be approved by the DPW, in the form as submitted by the PARK, provided that the total allocation shown on the plan does not exceed the gallonage figure provided for in Paragraph 6. • herein and provided further said plan, excluding the lots {,s within the area referred to in Paragraph 8 herein, provides a reasonable sewage allocation for every lot as shown on Exhibit A. Upon approval by the DPW a copy of said amended plan shall be recorded at the Barnstable County Registry of Deeds and marginally referenced. as required aforesaid. 4. For each parcel proposed for connection to town sewer, the PARK or its successors, shall make application to t the DPW which application shall contain the gallonage allocated to said lots pursuant to the Master Plan referenced in Paragraph 3. herein, together with the necessary information 1 • I • f nrAl P,.GE � 154 192 regarding the type of use and projected sewage flows for said • use. A.11 sewage flow projections to hr contained in the • aforementioned sower connection permit: application(s) shall be • based upon the sewage flow estimates contained in 310 CMR 15 • (Title V, so-called) . Any question with respect to the • interpretation or application of the applicable sections of the CMR shall be submitted to the appropriate officials at the Dept. of Environmental Protection (DEP) for determination. Should any holder of a sewer connection permit seek to establish a higher allocation for sewage disposal for the lots covered by said permits, the request will be evaluated by the DPW based on need and the then available treatment capacity within that allocated to the industrial zone and/or Town's Sewer Master Plan. Any increase granted by the DPW, not • approved by the PARK and not shown on the Master Plan as • provided in Paragraph 3. above, shall not be deducted from the total allocation available to the PARK pursuant to Paragraphs 2. and 6. herein. 5. Upon approval by the DPW of any such application as outlined in Paragraph 4. above, the DPW shall issue a sewer connection permit together with a limitation on the gallonage pertaining to said parcel which sewer connection permit shall be recorded at the Barnstable County Registry of Deeds by the Applicant as a condition precedent to the effectiveness to said permit. Any of the land transferred by the PARK as shown on Exhibit A, without a sewer connection permit shall be limited in any subsequent application for a sewer connection permit to ' the allocation attributible to said land as shown on the Sewage ', Allocation Master Plan of record immediately prior to the transfer of said land(s) . At the time of deed recording, a copy of said deed shall be delivered to DPW. 6. The PARK agrees and is aware that no connection permit will be approved which, together with all previously issued connection permits, in accordance with Paragraphs 4 and S herein, would amount to an aggregate total of gallonage as determined by 310 CMR 15 (Title V so called) in excess of 500,000 gallons; Upon review of the information contained in Paragraph 9. the DPW shall adjust the figure contained in this ', :l Paragraph to more reasonably correspond with the actual sewage flow being generated by the total of all uses in'the PARK, { provided that there has been no decrease in the total sewage allocation pusuant to Paragraph 7. I a . 7. The PARK and the DPW recognize that technological ` 1 changes in the way that waste water is treated or effluent is discharged in the Town of Barnstable, may, in the future, allow for an increase or possibly a decrease in the total quantity of • j sewage allowed to be treated at the FACILITY and, consequently, `1 in the aggregate allocation provided for in Paragraphs 2. and 6. herein. 1t 3 1 1 • { 1 i I t 1 1 1 e I • • 300i?192?1GE 155 III R. Both the PARK and the DPW recognize that certain land domed by the PARK may not need to be sewered based upon its location and the type of use which is eventually made of • said areas. Such land may be appropriate for the installation of on-site septic systems provided approval from the Barnstable Board of Health is obtained for the installation of. same. When, and if, such PARK-owned land is approved by the Board of Health for the utilization of on-site sewage disposal systems, °i the sewage treatment capacity allocated to said land may be transferred to other lots within the PARK provided that an amended sewer allocation Master Plan is submitted pursuant t.a the provisions of Paragraph 3. herein. 9. To insure that total sewage flows do not exceed those permitted by Paragraph 2. herein, the actual sewage flows by lot and the total sewage flow for all property having a • benefit of a sewage connection permit as provided for in Paragraphs 4. and 5. herein, shall be monitored by the use of • quarterly Water Dept. water meter readings. The PARK shall be responsible to cause such readings to be made two times each year and supplied to the DPW within thirty (30) days of each • reading. The information submitted to the DPW pursuant to this Paragraph shall include the sewage allocation for each lot together with the water meter readings. A request for an allocation at or below the existing allocation as determined in Paragraph 5 will be granted without proof of need; however, •• ;"' request for additional treatment capacity shall not be considered a right but rather a privilege based on community need and necessity. In the event that the total sewage flows exceed the amount allocated pursuant to Paragraph 2. herein, then no further connection permits shall be issued pursuant to Paragraphs 4. and 5. herein without further written approval of the DPW. 10. In addition to any review action which may be prompted by the provisions of Paragraph 7, it is understood by the PARK that on the tenth anniversary of the signing of this document and, on each subsequent fifth anniversary, the allocations referenced in Paragraph 2. and 6. herein shall be formally reviewed by the DPW. The review shall include the rate and type of development which has occurred to date on a lot by lot basis and an analysis of the daily measured flow per lot during the preceding period, the potential need for any increased measured flow per developed lot and the projected needs for sewage flow allocation in the remaining undeveloped portion of the Park, over the succeeding five (5) year period. ' To ensure continued maximum effective use of the Facility's +' limited capacity to process sewage and discharge effluent, the review may result in either an increae or decrease in the aggregate allocation provided fe+ in Paragraphs 2. and 6. herein. In the event: that the UF'w determines that an increase or decrease in the allocations is jist:itied on the basis of the _rl_ 1 1 1 L_ .- —. • ar^�7192rICE 1.56 review, a revised Sewage Allocation Master Plan shall be prepared by the PARK fur the approval of. the DPW. The provisions of this Agreement shall be applied to any such Revised Sewage Allocation Master Plan. 11. Both the PARK and the DPW agree to work together in a good faith manner for an expansion of an existing municipal sewage collection system so that sewers may be available to the PARK and other land owners within the . • Industrial Zone as shown on the Town of Barnstable Zoning Map. 12. The provisions of this Agreement shall run to the benefit of and be binding upon the successors and assigns of the DPW and the PARK; except that the rights of . redistribution and review contained in paragraphs 3 and 10 respectively shall be exclusive to Independence Park, Inc. or its designated successor or assign but at no time shall said rights be vested in more than one title holding entity. This Agreement shall be recorded at the Barnstable County Registry 'c{ of Deeds, duly marginally referenced on the applicable plan of record. Executed as a sealed instrument this /LT day of /yj,9r .,R. 1990. DEPARTMENT OE' PUBLI WORKS INDEPENDENCE PARK, INC. _ ACTING SAND THRO GH ITS • BOA OF COMMI NERS /, �l --"� L. Paul. Lorusso, SVT President COMMONWEALTH OF MASSACHUSETTS Barnstable. ss 01/ � ' 1990 Then personally appeared the above named L. Paul Lorusso, President as aforesaid and acknowledged the foregoing . to be the free act and deed of independence Park, Inc. , before i me, �` _, 1 !' rLl c: i �C J .� 9�f mot/ • t:u `:` rya., Notary Public :• ',. .. J'q,f, My Commission Expires: 4.11 il` r•I i .•!- r:•. MY Commit;:n r-•r-..Js+,.ry 7,1094 ... 1 � drti,k ��r.,". ;I • • I • I I • BOOX7192e.GE 157 1 1 COMMONWEALTH OF MASSAC11USETTS Barnstable, ss "41, %, 1990 I Then personally appeared the above named and acknowledged the Foregoing to he the free act a 4;,)e bZ :�, • The Department of Public: Works, before me, `. • • . Not. y iuh.li My Commission Expi escf;-6' "J"r-° .1 8 1795 1 991.1d 1 YI'; 1 I• 1 1 1 ter_ •:I 1 1 • 1 1 I ! -" - • BooK?192 f)iGE 158 t: " ; --, • ,,, 0. • ' -.,.-..., • 1 ,ii,!.4.-.....! ; -1777.7 -..--:--.„_. . ! , • . • Z' •`•; `1 (,:-•! --II -2.. f: , !-------::! ' -.:•!.... u-, z r-Pr4,., • (.i--)Ii® i;i-!:'a. .-, o 4 i 4'":..„ ..'... ' ''..,'`',.. 1 ."i. --k-:1,(..)i - 1,i OP/0 ------....j./140.'.:- -•.,,„, . t 0/ ,, -------- ./Iiiti.^-,,z1YVt• . -.. ,!! ..__.- €,) i• • --'!) .--- -i !--..-!--7----,---..._lo • Fc !. \10 '.., r 0 ity!!!:,...!c, ja..) A.) 4 X,,, 7. f_.., . N440.1-------- ----%:',;) ----it C:,) .1 t/ ..(,,,...r, ' 1 ®I t-- (.0 ce J r..1\- se i` 6 ,:' - ' '7-,,,,,. ;(!----ii,!----e, -) (!isfr 01 ;-,.‘,‘. r,,L, 7r'\- , .. ..... ®® ("/ ,... ..-... 1:1®/Ilviarli.:7.ii','1.,- 0,('`:!•':.„--/,\.....N:t.,..,„„ic.)1.17.,1\::/:1:11 t '11(Dic ,.i...)1 ri-----......),,,, /(.,,,.. , .. \;; \\. 111 r 7-0.,1- - ®1 ' - i:..f.-,,,. .....s,..._i 0 . „.1‘0,.i.,";.,:::,,,,\:\- '• 1 .\ ,.,, • .,..1 : •',r--(Dror.).':-':([!® ikt;;-:- i ':''') `1.) 7® •— .,(-D") ,,,,,-)y-__(...D oi' 0 w M r, s.:., •? 4:,,,...- ...,,,,.. •, , , 'N \:) :•-t; T I 1---,.,.\ 1._,1" - fi ' !.11.• 2----- 0 - '• ,• --! ! "...-• !!--------". ,:.:_.- _,..,-; _.!!!!! -- . , .•,„ - - •;--,./ -el-b 0 0 s1 <1 - :-....j!:,!! ' ! /...../3 i c ,& -El / ; 1\V. • g! s 3.0,, - 1.'... . ...71 '?).'-'1 V).• l'i -".'.a. ^1 A , 1 8 -:-., / !"e i . 2 1 .. 0 - ; ---;).i '' L:77:si-:?-- .. , / • -w,„-„,...., / -....,• (3. )®( .®ilky :•:7.--- -- I -24--='-......,_-4,,,•,„„ 1 . Z 4 ..... -' •'I) .:.,:. id ! •'''::.: - i • i / ai I 3 bp:11, MI: (i• ,1 .,.:.;..,.... •..: .. .-CF) i 1 i • . IN b - „ s , ..---- •4'.I, ( ...i, 7',/,/ .., ,//), I 7 Ai 417', ...., • ,,, ...0 ,,,. : : „1.._-4 ., ,._...--- . • ''..-- , eit • L.: b i .9, • , ., ® -',;. \.....__,..., li ' 4/. ,,y,`' • "'i i : .*-41' .' ® 1.-i-\ i / ...I ,o' •/7).. s .....) _ ! A or ••••••!!, \ h :: --e"." 4. , /,/ I-7f' I. / ) ' • • !! - ' \• , ; i 1 :il'" ( ''',/ I ___—•1 ‘, . v \._/ ------''''\' i 6S f . • .t. '.:-'7:0. !!, n ^ e' :•!..1 I >'::&. 7 I / I (.. !", -5-_.,,,,.,,;-, I/ , • .,.... if ,, ---11_'?. . ,...;g !\.- .:,.!. , F.. 1....44:', 4,..? .1-:••• ..\ > ,. . t. 1 w A :• ,,,,,c1:4 ...0, a, 1 Nyt , 71.7.2 -- 4`!^6..4,-7-, k.4—1 y.s, ,T,t 4..• - ; ..• -•'.1:. --(.....i,--1-7"_,...., .1',. i!,,- .r.7.,----,,O, I,fi',11 ---t J;-• ,, :, ,-, ......,•••...L. if.:. .,,,.....iit.„‘!!!1:i . -s, ..-.,..5/..v ,.„... .../ i/I . \ f ::•.4, •!K - •-e !:, •-. r-I. fi !•1/i!' —... , •• gtri f• i!..,1_,..!,-- >!.I \,:-!r g, .----,--- .1---Z!,,:. l'i?.!:. y, . Jr-.-F.,•- 1,,,i`5... i •. _::.- ---t:::),/ . , ..,...›.,..„--.• ,,.. .. '.-...!,-;:. •i';-: . - _I l'i:;:i,.! , /-•••••• !" i4f.!.! !!;!:, ?f,...: !:,1 .,_ ..'•!i, / fr.- / , f.:•;:,3 ix ''. •1 i • • ( EXHIBIT 8" Page 1 of 2 Location: East of Mary Dunn Road Tract 3 Plan Pook 462 pages 93-100 Plan Book 463 pages 1-7 I Plan Book 441 page 50 Lot Area Allocation Lot Area Allocation Lot Area Allocation Lot Area Allocation (acres) (g/p/d) (acres) (g/p/d) - (acres) (9/p/d) ____ (acre) (g/p/d)_ - 37 3.37 4,490 73 2.17 2,891 109 2.06 2,744 2 2.06 2,744 38 5.51 7,341 74 2.09 2,734 110 2.06 2,744 2 2.06 2,744 39 2.77 3 690 75 2.11 2,811 111 2.06 2,744 3 2.06 2,744 76 2.09 2,734 112 2.06 2,144 4 2.0G 2,744 AO 2.12 2,824 � 2 g24 113 2.57 3,424 5 2.96 2,74441 2.22 2,958 7 2.12 , 42 2.88 3,837 7e 2.08 2,771 114 3.01 4,010 76 2.1 2.092,784 7 5 2,864 43 2.2 2,931 79 2,3 3,064 0 2.12 2,824 44 2.09 2,784, 50 2.24 2,984 9 2.57 3,424 45 2.2 2,931" • 21 2.19 2,_18 , 10 2.06 2,744 46 2.45 3,264 82A. 2.068 2,755 Y 11 2.06 2,744 47 2.33 3,171 83A 2.068 2,755 .1 12 2.06 2,744 48 2.39 3,184 0e.A 2.078 • 2,76E 13 2.2C 3,C37 49 2.56 3,410 85P. 2.057 2,754 I j• 14 2.2E 3,037 50 2.06 2,744 86A 2.07 2,758 51 2.1 2,79£ 674 2.069 2,756 m 15 2.43 3,237 16 2.21 2.944 52 2.1 2,798 8EA 2.066 2,752 • 1-4. 17 2.06 2,744 53 2.07 2,758 2.9A. 2.C67 2,754 � 18 2.06 2,744 54 2.07 2,758 90A 2.069 2,756 55 2.06 2,744 91 2.07 2,75E 19 2.11 2,851 92 2.07 2,750 20 2.14 2,851 56 2.06 2,744 93 2.06 2,744 I: 21 2.1 2,798 57 2.06 2,744 22 2.13 2,838 58 2.94 3,917 94 2.06 2,744 23 2.41 3,211 59 2.36 3,144 95 2.06 2,744 24 2.11 2,811 60 2.19 2,91E 96 2.06 2,744 25 2.18 2,904 61 3.23 4,303 97 2.0E 2,744 26 2.12 2,824 62 2.44 3,251 98 2.06 2,744 }: 27 2.52 3,357 63 2.06 2,744 99 2.06 2,744 28A 3.55 4,729 64 2.07 2,7E8 100 2.06 2,744 29A 5.04 6,714 55 2.11 2,811 101 2.07 2,758 30 3.61 4,809 66 2.14 2,851 102 2.06 2,744 31 3.4 4,530 67 2.12 2,824 103 2.06 2,744 32 3.01 33 10.6 1.4,010 68 2.12 2,824 104 2.06 2,744 • a,122 69 2.17 2,891 105 2.07 2,758 70 2.12 2,824 106 2.0E 2,744 35 3.05 4,063 71 2,11 2,811 107 2.35- 3,131 • 36 3.25 4,330 72 2.38 3,171 106 2,0E 2,744 *.. f .14 .•� IT Paoe 2 of 2 ' Location: Communications Way Location: John Adams Way/Mary Dunn Road Location: Breed's Hill Road Tract 2 & 2A Tract C & 2C Plan Book 403 page 55 Plan Book 416 rages 77-P4 Plan Book 463 pages £-12 on Lot Area Allocati Plan Book 443 page _32 (acre) locati} Plan Book 459 page 91 Lot Area Allocation _ Plan Book 215 page 13 _ (acre) (g/p/d) A-5 2.93 3,904 Lot Area Allocation 2 2.18 2,904 . (acre) (g/p/d) 3 2.57 3,424 I - 2.72 3,624 4 2.2 2,931 2 2.11 2,811 5 3.28 4,370 3 2.14 2,"E1 6 2.48 3,304 4 2.22 3,237 8 5.93 6,5 5 2.43 3,237 9 4.95 6,59595 Location: Corner Mary Dunn Woad/ Airport Road 13A. 4. ,462 Plan Book 430 page 7 13P, a,1 l. 5,462 14P 4,81 6,40P Lot Area Allocation 16 2,41 ?,?51 (acre) (g/p/d) o 17 2.48 3,3r4 - -- o 1P 2.f? 3,4E1 Location: Communications Way A 2.46 3,277 -,] F+ 19 3.23 4,303 Tract 2 & 2A (revision) g 2 r.7 3,424 t-3 2C 3.29 4 3P2,668 Plan Book 412 page 93 C 2.51 3,344 21 2.75 1,664 22 2.61 3.477 Lot Area Allocation m. 23 2.44 ' 2E1 (acre) (g/p/d) ~► 24A 2.2° 3,02F -- b 26A 2,34 3,118 2 2.27 ' 3,024 2e 2.06 2,744 29 2.06 2,744 ` 30 2.06 2,744 31 2.05 2,744 32 2.06 2,744 33 2.06 2,744 ram^+ c- c zm .D . o Swiniarski, Ellen From: Swiniarski, Ellen Sent: Thursday, November 17, 2016 11:01 AM . C PR J - 1(0 To: 'Matthew Eddy' .J (, Cc: Parsons, Roger; Eliza Cox; Roma, Paul Subject: RE: Mary Dunn Apartments 9 3 ? pia/1(6Di _ Dear Matt: I spoke with Paul Roma this mornirg regarding the clarification and confirmation of the question below. Paul confirmed that access using your Mary Dunn curb cut will need to approach from Independence Drive and not from Route 6A. I will asterisk the comment in the letter and attach this e-mail to the approval letter to memorialize this confirmation. Thank you. Ellen S. From: Matthew Eddy [mailto:meddy0baxter-nye.com] Sent: Wednesday, November 16, 2016 4:10 PM • To: Swiniarski, Ellen Cc: Parsons, Roger; Eliza Cox Subject: RE: Mary Dunn Apartments Thanks Ellen. So I take this as confirmation we can have construction access to our site using our Mary Dunn curb cut but construction traffic must come from Independence Drive and not from Route 6A. Thank you, Matt From:Swiniarski, Ellen [mailto:Ellen.Swiniarski@town.barnstable.ma.us] Sent:Wednesday, November 16, 2C16 2:11 PM To: Matthew Eddy<meddy@baxter-nve.com> Cc: Parsons, Roger<Roger.ParsonsCratown.barnstable.ma.us>; Eliza Cox<ECox@nutter.com> Subject: RE: Mary Dunn Apartments Dear Matt, I think this condition that was added by Paul Roma was the result of complaints that the Building Department was already receiving regarding construction vehicles accessing Mary Dunn via Route 6A so it was a known issue. The comment should have been made more specific, apologies. Best, Ellen S. Original Message From: Parsons, Roger Sent: Wednesday, November 16, 2016 11:21 AM To: Swiniarski, Ellen Subject: FW: Mary Dunn Apartments Hi Ellen can you shed any light on this question from Matt Eddy?thanks-Roger 1 ,`of From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Wednesday, November 16, 2016 10:17 AM To: Parsons, Roger Cc: Eliza Cox Subject: Mary Dunn Apartments • Hi Roger, I'm following up on a question/clarification we have regarding the Site Plan Approval letter for Mary Dunn Apartments SPR#007-16. I've attached the approval letter dated 9/6/16. I've highlighted the item we'd like to discuss. This states a condition about Mary Dunn may not be used as access to site during construction. Is the meaning of this condition is we can't use Mary Dunn from 6A during construction? I'm assuming this is the case and we're okay with that. But we'll need construction access at our proposed curb cut on Mary Dunn and we'd limit construction access to this curb cut to only come from Independence Drive.Otherwise vehicles would have to make a difficult"U Turn" at the end of Independence Dr.to get to our proposed curb cut on Independence Drive. Also the design for Independence Dr.curb cut is an exit only so the entering radius would not readily facilitate this access direction. If you could please confirm the above is the intent of this condition or if we could discuss further if needed that would be appreciated. I will give you a call on this but wanted you to have the item in front of you so you had a clear understanding of our question. . Thank you Matt Matthew Eddy,P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis,MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy@baxter-nye.com •www.baxter-nve.com APlease consider the environment before printing this e-mail • Official Website of The Town of Barnstable - Property Lookup Page 1 of 3 . Select Language I V I Assessing Division Property Lookup Results - 2015 367 Main Street,Hyannis,MA.02601 «BACK TO SEARCH« Q'4)Print Friendly Owner Information- Map/Block/Lot: 332 / 013/ - Use Code: 4400 Owner Owner Name as of 1/1/15 CORSON,RODNEY K&JANET TRS Map/Block/Lot GIS MAPS 44 QUAIL RD 332/013/ Property Address OSTERVILLE,MA.02655 939 MARY DUNN ROAD 2j—I✓—I'S Co-Owner Name RK CORSON PROPERTY TRUST Village:Barnstable i Iry) ' "ti."�,\kjk) T... . . , ••• :ss:No UU) GIS Zoning Value:IND • 5-6�� Assessed Values 2015 - Map/Block/Lot: 332 / 013/ - . - ..-. • •SO [-- 2015 Appraised Value 2015 Assessed Value Past Comparisons PAT40 Building Value: $0 $0 Year Total Assessed Value ��� S a Features: $0 $0 2014-$289,700 �/tJr 6+ °+6DO 2013-$289,700 Outbuildings: $0 $0 (J I^ j 1 k �I I�( 2012-$386,200 Land Value: $289,700 $289,700 2011 -$386,200 hu f„� 2010-$386,200 41/�4 + 2009-$388,800 t, 2008-$388,800 —=j� t ) 2015 Totals $289,700 $289,700 ll U �c'\'1/ 2007-$388,800 cutouts cent-4 - Tax Information 2015 - Map/Block/Lot: 332 / 013/ - Use Code: 4400 1 kir Taxes �1-/, Barnstable FD Tax $814.06 (Commercial) /� I` Fiscal Year 2015 TAX RATES HERE V V -L �4 Community Preservation Act $73 Tax also Ca` Town Tax(Commercial) $2,433.48 r 1 $ C CC--�--SI 1� 3,320.54 \ Sales History- Map/Block/Lot: 332 / 013/ - Use Code: 4400 History: Owner: Sale Date Book/Page: Sale Price: CORSON,RODNEY k&JANETTRS 1995-12-15 9980/322 $100 CORSON,RODNEY K 1988-06-15 6289/282 $423836 Photos 332 / 013/ - Use Code: 4400 There are not any photos for this parcel Sketches - Map!Block/Lot: 332 / 013/ - Use Code: 4400 A sketch is not available for this parcel. AsBuilt Card N/A 1 http://www.townofbarnstable.us/Assessing/propertydisplayscreen1 5.asp?ap=0&searchparc... 9/15/2015 Official Website of The Town of Barnstable - Property Lookup Page 2 of 3 • !Constructions Details- Map/Block/Lot: 332 / 013/ - Use Code: 4400 Land USE CODE 4400 Lot Size(Acres) 2.43 Appraised Value S 289,700 Assessed Value S 289,700 Construction de:ails are not available for this parcel. • Outbuildings& Extra Features - Map/Block/Lot: 332 / 013/ -• Use Code: 4400 There are not any extra building features on record at this time. Sketch Legend Property Sketch Legend B2N Barn-any 2rx story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area SPE Pool Enclosure (Finished) BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio *Print Friendly • ,Contact ;Director of Assessing Jeffrey Rudziak iP 508-862-4022 €F 508-862-4722 t8:30a.m.to 4:30p.m. ;Helpful Links to Downloads .i t ! Abatements SALES LISTINGS Barnstable FD Residential C.O.M.M FD Residential Commercial-Industrial- Mixed Use Cotuit FD Residential Hyannis FD Residential Townwide Condominium W.Barnstable FD Residential http://www.townofbarnstable.us/Assessing/propertydisplayscreen1 5.asp?ap=0&searchparc... 9/15/2015 [ ] [R332 013 . JOC] 0939 CTY] 04 TDS] 100 BA KEY] 384989 ----MAILING ADDRESS PCA] 4401 PCS] 00 YR] 87 PARENT] 231298 CORSON, RODNEY K & JANET TR MAP] AREA] I006 JV] MTG] 0000 RK CORSON PROPERTY TRUST SP1] SP2] SP3] 800 SEAVIEW AVE UT1] UT2] SQ FT] OSTERVILLE MA 02655 AYB] EYB] OBS] CONST] 0000 LAND 234700 IMP OTHER ----LEGAL DESCRIPTION---- TRUE MKT 234700 REA CLASSIFIED #LAND 4 234 , 700 ASD LND 234700 ASD IMP ASD OTH #PL 939 MARY DUNN RD DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #SR INDEPENDENCE DRIVE TAX EXEMPT #DL LOT 5 RESIDENT' L #RR 0993 OPEN SPACE COMMERCIAL INDUSTRIAL 234700 234700 234700 SPLIT050587 EXEMPTIONS SALE112/95 PRICE] 100 ORB] 9980/322 AFD] V A LAST ACTIVITY] 05/17/96 PCR] N R332 013 . APPRAISAL DATA KEY 384989 ( )RSON, RODNEY K & JANET TR LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=IND 234, 700 A-COST 234, 700 B-MKT 144, 900 BY 00/ BY /00 C-INCOME PCA=4401 PCS=00 SIZE= A JUST-VAL 234, 700 LEV=100 CONST-C 0 ----COMPARISON TO CONTROL AREA I006 INDUSTRIAL AREA I006 BASE PRICE = $2 .40 PARCEL CONTROL AREA TREND STANDARD 43] 40 LAND-TYPE 234700] LAND-MEAN +0% 234700] IMPROVED-MEAN +0% 25% ] FRONT-FT 2] 100 DEPTH/ACRES TABLE 02 100%] LOCATION-ADJ APPLY-VAL-STAT LNR] LAND LFT/IMP] ADJS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [PMR] STRUCTURE-CARD NO- [000] DATA- [ ] XMT [?] R332 013 . PERMIT [PMT] ACTION [R] CARD [000] KEY 384989 "' 00000000] PERMIT-NO MO YR TYPE VALUE CK-BY MO YR %CMP NEW/DEMO COMMENT [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ l [ ] [ ] [ J [ ] [ ] [ ] A ] [ ] [ l [ l [ ] [ l [ l [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] ^ ] [ ] [ ] [ ] [ ] [ ] [ J [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] " ] [ ] [ ] [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] ^ ] [ ] [ ] [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] ^ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ J [ l [ ] [ ] [ ] [ ] A ] [ ] [ ] [ ] [ ] [ ] [ ] [?] QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION 11/27/96 PARCEL ID 332 013 GEO ID 38498 LOT/BLOCK 5 DBA PROPERTY ADDRESS OWNER CORSON 939 MARY DUNN ROAD RODNEY K SEAVIEW AVE Barnstable WIANNO MA 02655 PHONE DISTRICT BA DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY(NOTES) ZONING DIST/ZOC IND SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? ## BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 0 OPER/MGR NAME WET LANDS MULT ADDRESS USE 440 (N) EXT / (P) REVIOUS / NO (T) ES / PERMITS / (V) IOLATIONS / (G) EOBASE / (E) XIT This value is not among the valid possibilities V97 ciuJIU'�A`\v1J �� �� I P d5,4 RCN\'l``�� NSTAR SERVICES CO- The NSTAR Companies Boston Edison • ComEtectric 800 Boylston Street UNIV 75 ComGas Boston,Massachusetts 02199 Cambridge Electric November 9, 2000 Igreja Assembleia De Deus Em Hyannis c/o Down Cape Engineering Inc. 939 Main Street, Route 6A Yarmouthport, MA 8 99'o Llo''7 Attention: Daniel A. Ojala, PLS RE: Enc. #2000-47, R/W#309,#92 22KV Barnstable Tap Line, Pci. 332/12 License for Parking and Utility Service Connections �,// 74E S� #941 Mary Dunn Road, Hyannis Massachusetts 'c6 Dear Mr. Ojala: Regarding your request to use a portion of COMMONWEALTH ELECTRIC COMPANY d/b/a NSTAR Electric 90 ft. wide right of way for installation of a parking lot and utility service connections as shown on the attached reduced copy of a plan marked "EXHIBIT A" and entitled: Site Plan of Land is Hyannis (Barnstable)MA Prepared for Assembly of God Church, Mary Dunn Road, Hyannis, MA prepared by Down Cape Engineering date 1-26-00 Rev 7-20-00 scale 1"=20' (Full Size) COMMONWEALTH ELECTRIC COMPANY licenses the proposed use as indicated subject to the following: 1. Permission is granted solely for the above described installation and the permanent grade changes shown as may be modified herein and no other use or alteration is allowed or implied. Construction shall conform to that shown on Exhibit'A', which is made a part hereof. 2. No permanent rights are herein granted and there will be no interference with • • COMMONWEALTH ELECTRIC COMPANY access to its facilities by all manner of vehicles traveling to or along its right of way. 3. Notification must be given to NSTAR Electric, Cape & Vineyard District at telephone number • (508) 790-1721 ext. 72 hours prior to site work. Massachusetts G.L. also requires notification for any excavation to be given to Dig Safe (1-800-322-4844) 72 hours in advance of the work. 4. Buried counterpoise wire must not be disturbed. If damaged or severed, notify the above immediately. It must be repaired or replaced at owner's expense. 5. ALL BURIED COMPONENTS must be designed and built to withstand a minimum of an H- 20 (latest AASHTO design) truck wheel loading. 6. All utility ducts shall be placed a minimum of 4 ft. below finished grade. Burial ribbon shall be placed within a 6-inch depth below finished grade for all utilities placed within the easement area. 7. All metal fencing,poles,towers and structures shall be grounded to meet all National, State and Local Standards and shall conform to the minimum requirements of the Commonwealth Electric Company Grounding Standard. 8. Extreme care should be taken while operating any equipment, but particularly heavy construction equipment, under or near the electric wires to insure safe clearance. All of the provisions of M.G.L. Ch 166, s. 21, as amended, applicable to the use licensed herein shall be observed by the Owner,his guests, agents or assigns. 9. Curb cuts and stabilized access ramps shall be constructed connecting the proposed road to the right of way maintenance drive for Company access. 10. No open or exposed drainage systems will be allowed which have the potential of causing water to pond or cause surface or subsurface soil erosion. 11. Any change, modification or addition to this licensed encumbrance of our easement will require a new request notice, in writing, and an additional or modified LICENSE AGREEMENT. 12. Light poles, wells, and other prohibited facilities should not be placed within the right of way. g 13. Commonwealth Electric Company acknowledges receipt of the Owner's contractor original certificate of contractor's general liability insurance coverage in which COMMONWEALTH ELECTRIC COMPANY is a named insured as its interests may appear and which provides minimum liability coverage as follows: (i) commercial general liability insurance insuring COMMONWEALTH ELECTRIC COMPANY in accordance with the indemnification contained herein with minimum liability coverage for personal injury,bodily injury (including death) and property damage with limits not less than One Million($1,000,000.00)Dollars per occurrence, Three Million($3,000,000.00) Dollars aggregate, and (ii)umbrella liability coverage with limits not less than Five Million($5,000,000.00)Dollars. 14. The OWNER of the land upon which this LICENSE is given agree to indemnify, defend and - i I _ save harmless COMMONWEALTH ELECTRIC COMPANY from all claims of injury or property damage arising directly or indirectly therefrom unless solely the fault of COMMONWEALTH ELECTRIC COMPANY. The OWNER further agree to notify their agents, successors and assigns the continued use, as Licensed herein shall require their assumption of the indemnification responsibility to COMMONWEALTH ELECTRIC COMPANY. 15. This LICENSE AGREEMENT is granted subject to revocation at the sole discretion of COMMONWEALTH ELECTRIC COMPANY upon 30 days notice. It is further understood that the electric line easement rights are in no way diminished by this LICENSE nor is any liability assumed by COMMONWEALTH ELECTRIC COMPANY. It shall be specifically understood that, in the sole opinion of the COMPANY, a violation of the conditions set forth herein or an activity deemed to be unsafe or unauthorized, COMMONWEALTH ELECTRIC COMPANY shall have the right, without notice to the landowner, to take any and all action, at the landowner's expense, as is deemed necessary to make safe or restore the easement area to an acceptable state. This LICENSE AGREEMENT must be signed by the property OWNER OR OWNERS in the space provided below signifying their full understanding of the terms herein and acknowledgment and acceptance of those terms. Please sign both copies of the agreement. Retain one copy for your files and return the other in the envelope provided. Failure to return NSTAR Electric's copy within a reasonable time shall void this agreement. I � OWNER COMMONWEALTH ELE TRIO COMPANY 14. d/b/a NSTAR, ,k9r-; tr' amen R. Weaver,PLS Senior Engineer jCOMMONWEALTH OF MASSACHUSETTS COUNTY OF IOn this day of , 20 ,before me personally appeared and Known to me to be the person(s)who executed the foregoing document in behalf of !Assembleia De Deus Em Boston and acknowledged that executed the same as the free act and deed of said Assembleia De Deus Em Boston. Notary Public My commission expires: r AUG-15-00 05 :04 PM DOWN CAPE ENGINEERING 508 362 9880 P. 01 The Town of Barnstable Department of Health Safety and Environmental Services Building Division • 367 Main Street,Hyannis MA 02601 • Office: 508-862-4038 Ralph Crossen . Fax: 508-790-6230 Building Commissioner March 27, 2000 . Anselmo Caldeira Igresa Assembleia Dedeus Em Hyannis j 500Main Street Hyannis, MA 02601 Re: SPR 9-2000 Assembleia Dedeus,941 Mary Dunn Road, Hyannis,R332-012 Dear Mr. Caldeira; • Please be advised that the Site Plan Review committee approved your application to establish a new church facility with the following conditions: • Applicant shall submit a landscape plan. Applicant shall seek a variance for the sewer line. Applicant shall submit a copy of the Com-Electric easement. incerely, Ralph Crossen Building Commissioner I q/wpfilcs/sitcplan/site2000/god . i i AUG-15-00 05 :04 PM DOWN CAPE ENGINEERING 508 362 9880 P. 01 1 J The Town of Barnstable Department of Health Safety and Environmental Services Building Division . 367 Main Street,Hyannis MA 02601 . Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner March 27, 2000 Anselmo Caldeira Igresa Assembleia Dedeus Em Hyannis 500 Main Street Hyannis, MA 02601 Re: SPR 9-2000 Assembleia Dedeus,941 Mary Dunn Road,Hyannis,R332-012 Dear Mr. Caldeira; Please be advised that the Site Plan Review committee approved your application to establish a new church facility with the following conditions: Applicant shall submit a landscape plan., Applicant shall seek a variance for the sewer line. . Applicant shall submit a copy of the Com-Electric easement: . incerely, alfk Ralph Crossen Building Commissioner q/wpfilcs/sitcplan/site2000/god 1 , • WNER 'ARCHITECT'S AO CHITECT 0 'FIELD REPORT CONSULTANT 0 FIELD 0 MA DOCUMENT G711 PROJECT: HSSEMBIir OF 6°D FIELD REPORT NO: ARCHITECT'S PROJECT NO: 9'907 CONTRACT: •! TIME Z '30 PM WEATHER Cww 1 , � TEMP. RANGE 70•S DATE !q/l i/DO : J __. . EST.% OF COMPLETION Vegl-ily‘Atgo CONFORMANCE WITH SCHEDULE(+, -) NA WORK IN PROGRESS PRESENT AT SITE Ave./Ideas 14,115,44,1_6. F (4 4*ff �'Dt CO•t�C 4 P.k{ d Yl l lkt-�/!s_ f/0.ctI ) l tr4.GhG�C d�B V✓1n ck1J J. / OBSERVATIONS rob�K / _�?`d.P� QKQ hi ss W/� # '� Q.tS 1k (S ryl�d y W//1 (jo Z +ue + S1`�I�l �h P/tce 'ti 1-rwri s . G(1a.1/s l�et'h� heinW_ epertAle ,Sores vault ersultx c okve. #444 ►lt_ • d 5.0444 ckaA4 i-o/v.t. keeneM vyi2,i-ta,l . ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED i'. ATTACHMENTS REPORT BY: ;Mac. °YX/l46,4, AIA DOCUMENT 6711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO • 0 1972 / oI / pages THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 4RCHITECT'S OWNER ❑ ARCHITECT ❑ IFIELD REPORT CONSULTANT 0 FIELD 0 : iAIA DOCUMENT G711 c/ O 6 op Ct-I I-(- C- H FIELD REPORT NO: '2 ;PROJECT: (I5� ��� y �',CONTRACT: °�ARCHITECT'S PROJECT NO: 1 Di y WEATHER TEMP.RANGE DATE 1 ZZ TIME ;60 1 • _. CONFORMANCE WITH SCHEDULE(+, —) 1 EST.% OF COMPLETION WORK IN PROGRESS PRESENT AT SITE • 1 I • j C I I I I I i •I •i I 1 OBSERVATIONS / •4-Ih j - c; S fit It r 1 • C I I 1 ITEMS TO VERIFY 1 INFORMATION OR ACTION REQUIRED 1 1 ATTACHMENTS REPORT BY: /Ic C. A I A DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAOO • © 1972 of ( pages THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page I - NER ARCHITECT'S AR HITECT 00 FIELD REPORT fONDSULTANT 0 AIA DOCUMENT G711 ' PROJECT: e955t/W 8L OF GO,U FIELD REPORT NO: '3 ARCHITECT'S PROJECT NO: CONTRACT: GE ��/� �L PM WEATHER TEMP. RANGE �0 O DATE 2 00 TIME 2 �� 0 EST.% OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) /.F // PRESENT AT SITE WORK IN PROGRESS L- � �/ lee E-L,,� rod OBSERVATIONS G "�T� ,1/ c: . c . - ci` 5 ). 50 az J . r/" S 05 d ..e..re v f e-itk? ITEMS TO VERIFY 1 ° • f- c r C.cy-H s 1�i� c c 7w+ ° I INFORMATION OR ACTION REQUIRED O i /" 7 .'( j e C- i f , ATTACHMENTS i ' i REPORT BY: 1 1 l of pages 1 AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO" • 0 1972 THE AMERICAN;INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page II . a '....■ ■■ ■ L l.. J ..... .�n U FI' LD REPORT ARCHITECT ❑ CONSULTANT 0 AIA DOCUMENT G711 FIELD ❑ PROJECT: ri 55E,ME L_(/ Of (-- 0P FIELD REPORT NO: CONTRACT: 6e ti etta / ARCHITECT'S PROJECT NO: el 01 DATE II/1 /00 TIME 9 : 'jL Am WEATHER C/6)���(,� TEMP. RANGE 50 I S EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS PRESENT AT SITE N -�..�- � . tyv✓^�-(vim 14 OBSERVATIONS /) p"u,,l,rj S c etec r 3) Fit.I 1' (Y 4 tint I/ sib _ T 49 e2etcie cvct 4-c(4,12 d 7..x. 6 ceir• c , Sp c.e_ e — v1_04- s C /6 iI ci s 3/2e c Fr'.( . S/-w-u,lc( tom. FFb - 12-O 0 /0s i COO. Sp414f-i- ise D 1,,„ S) O t', F" Ga a.it-e441tjL(t pd>1fti bum, G12-2L t . !�/ni I [(1tA G 1- [ k P ff O 2..K �, S - 21c g S/Qc/ 1.0a 2 - Lk s f' b e- c&s S Li.b w c/ tket se�— --- ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS 1REPORT BY: 41 L , 0kc/_ -v IAIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAOO • © 1972 ITHE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages ARCHITECT'S OWNER 0 FIELD REPORT ARCHITECT ❑ CONSULTANT 0 AIA DOCUMENT C711 FIELD 0 PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 8 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 DATE 11/7/00 TIME 4 : 00 pm WEATHER cloudy TEMP. RANGE 500' s EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS delivery of steel PRESENT AT SITE A. Oberdorf, Sid Hart , Marcus , Pastor Israel, Anselmo Caldero OBSERVATIONS Discussed changes to specified lumber. Requested Shop drawings for steel, trusses , all lumber. Shop drawings had been furnished to church for roof trusses and floor framing a month ago but had not been forwarded to architect for review and approval. Action to be taken by architect : To review 6" wall, studs at 12 " o.c . in lieu of 8" studs at 16" . Second, to review shop drawings for roof trusses and floor joists which are on order. To consider possibility of altering first floor plan for balcony to serve video only. Post meeting: 6" studs at 12 " o.c. can support load. We are concerned with adequate bearing for floor joists which are shown on shop drawings as meeting at center of bearing wall. Additional ledgers may be required. Roof trusses appear to be correct as to dimensions and loads . ITEMSTOVERIFY Truss manufacturer must provide engineer ' s stamp. Architect was in contact with Frank at Shepley 1iimhPr to discuss plywood and timberstrand studs at Sanctuary. INFORMATION_9R ACTION REQUIRED Sprinkler drawings are stamped by engineer. These plans do not reflect changes to basement anticipated by church. ATTACHMENTS REPORT BY: Alice Oberdorf AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAOO • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 1 of 1 pages 129 P01 NOV 16 '00 17:27 ARCHITECT'S AOWNER RCHITECT O Ol FIELD REPORT CONSULTANT 0 Aet D AM DOCUMENT C711 FIELD Q PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 9 CONTRACT: Generalk ARCHITECT'S PROJECT NO: 9907 DATE 1 1 /1 5/(1(1 TIME 1 1.2(1 m WEATHER E;utaa�— TEMP. RANGE 4 7 d e g EST.% OF COMPLETION CONFORMANCE WITH SCHEDULE(4, -) WORK IN PROGRESS First Floor PRESENT AT SITE _ Members of the Church: Pastor Framing Israel, Anselmo Calde±ra, A. Oberdorf, Shepley Reps , Framing Contractors, Sid Hart. OBSERVATIONS First Floor deck lumhhr being installed_ plates have hen gun nailed into steel beam. Steel columns are not yet on site and temporary sulboorts have been provided for steel beam. Discussion regarding acceptable framing materials for sanctuary walls. Determinations: ( 1 ) East , South, And West Sanctuary walls may be framed with 2 x 6 's at 16" o.c. to the 10'-4 1/2" height , double plate to carry roof trusses . Strength of thdse studs should be 1200 psi Fb. I j (2 ) North Sanctuary wall to be framed with 22 ' high 2 x 8' s , hem-fir, Fh = 1400 psi, kiln-dried. J3 ) Level of floor should tie verified by transit. (4 ) Care needs to be taken in installing steel columns to adequately anchor bases into slab, drilling and grouting with non-shirnk grout. ( 5 ) Recommend digging out backfill at area of stair in order to I i insulate this area from outside as stair dimension is not designed to allow for interior insulation as I understand the building is ITEMS TO VERIFY now planned for. INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: Alice L. Oberdorf MA DOCUMENT G711 • ARCHITECTS HELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page 1 of 1 pages WNER ARCHITECT'S ARCHITECT ❑❑ FIELD REPORT CONSULTANT ❑ AIA DOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO:. 10 9907 CONTRACT: General ARCHITECT'S PROJECT NO: DATE 1 1/2 0/0 0 TIME 10 am WEATHER sunny TEMP. RANGE 40 deg. EST. °/u OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS Rough Grading PRESENT AT SITE Graders , A. Oberdorf, Architect OBSERVATIONS First floor deck in place . Edge condition a bit up and down as j top of joists doesn ' t entirely match plate height . Probably ok, but may cause some finishing problems . Steel columns not yet placed. Must be in place prior to continuing. Foundation dampproofing doesn' t come very close to top of foundation as per drawings . Grade to be brought up to near first floor level at front of building. Insure that dampproofing is in fact brought to proposed grades prior to backfill continuing. Note: Proposed fixed seating plan must be submitted to Building department . The seating plan previously furniS.hed was for unfixed - chairs . Provide to Architect for review also. Be aware that your building occupancy is limited by parking. Also, handicpp Beating must be provided in sanctuary in accordance with the code. ITEMS TO VERIFY 1 . Audio Room to be opened up to Sanctuary. Provide 3-2 x 12 ' s with 1/2" cdx plywood glued and nailed together as beam. Provide 4x6 min post bearing. INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: AKRO ASSOCIATES, AIA, ARCHITECTS ( ? 778-6060 AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 page of pages ARCHITECT'S OWNER ❑ FIELD REPORT ARCHITECT ❑ f/1" CONSULTANT ❑ vv V I AIA DOCUMENT G711 FIELD 0 PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 11 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 DATE 12/4/00 TIME 2 : 00 pm WEATHER sunny TEMP. RANGE 30 ' s deg. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS PRESENT AT SITE Bulldozer operator, architect No change to work rnmpleted sinre last insper.tinn ( 11 /20 ) other than grading at rear and front north side ._ • Subfloor remains exposed to weather. This exposure should be minimized OBSERVATIONS to prevent eventual damage. I requested current site plan from Down Cape Engineers to review changes and confirm proposed water supply to sprinkler. I spoke to Shepley Wood Products regarding steel columns in basement . They will provide columns with cap and base welded on for field weld connection to beams . I explained that slab was already poured onto footings and would require drilling and grouting to receive plate . Also if slab is not cut out plate will sit on top and present problem for finish flooring. Shepleys will confer with steel erector and Sid Hart ' ( of Church) to determine method. Note that any changes to grades must allow for 1/20 slope on sidewalks to entrances for handicap access . ;ITEMS TO VERIFY INFORMATION.QR ACTION REQUIRED ATTACHMENTS REPORT BY: Alice LJ oberdorf.. RA AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® O 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages 1 ' ARCHITECT'S OWNER 0 + `) ARCHITECT ❑ V FIELD REPORT CONSULTANT 0 MA DOCUMENT C711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: ! @ 12 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 j DATE 12/23/00 TIME 9 : 30 am WEATHER light snow TEMP. RANGE 30 deg. I EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE(+, -) WORK IN PROGRESS none PRESENT AT SITE Alice Oberdorf , two site workers i I OBSERVATIONS In basement , holes had been cut in slab revealing footings to receive steel columns . Ready to be site measured for steel. Bottom plate to be bolted into footing, slab poured around. Top plate to be afield welded to steel beam. 6" frame wall has not been blocked at midheight and many studs appear to be experiencing bending. Since floor is on , it is important to get this ( blocking in asap. Also, please provide diagonal brading nailed into studs all along wall as was done at one end. Eventually wall could be plywooded to 'insure strength. When providing blocking, be sure bearing plate has , not sagged and is at proper height or else floor will not be level. Also, provide mid height blocking at back wall (window wall ) of basement . ; Floor joists : Provide blocking between joists at bearing wall per mfr ' s ' details including web stiffeners. Provide any otherbridging or blocking as recommended by manufacturer. For your protection you should receive ' engineer ' s stamp on shop drawings for roof trusses ( this is provided by ; company of truss manufacture ) . I have requested such a stamp but have not ITEMS TO VERIFY received one. INFORMATION.OR ACTION REQUIRED ATTACHMENTS REPORT BY: Al i cP T, _ fhPrrinrf RA AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • MA® • © 1972 page 1 of 1 pages 1 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 ARCHITECT'S OWARCHIR D FIELD REPORT CONSULTANT 0 AIA DOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: ! @ 12 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 `.DATE 12/23/00 : TIME 9 : 30 am WEATHER light snow TEMP. RANGE 30 deq. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS none PRESENT AT SITE Alice Oberdorf , two site workers OBSERVATIONS In basement , holes had been cut in slab revealing footings to receive steel columns. Ready to be site measured for steel. Bottom plate to be bolted into footing, slab poured around. Top plate to be field welded to steel beam. 6" frame wall has not been blocked at midheight and many studs appear to be experiencing bending. Since floor is on, it is important to get this blocking in asap. Also, please provide diagonal brading nailed into studs all. along wall as was done at_ one .end.— Eventually wall could -be plywooded to *insure strength. When providing blocking, be sure bearing plate has not sagged and is at proper height or else floor will not be level. Also, provide mid height blocking at back wall (window wall ) of basement . Floor joists: Provide blocking between joists at bearing wall per mfr ' s details including web stiffeners. Provide any otherbridging or blocking as recommended by manufacturer. For your protection you should receive engineer ' s stamp on shop drawings for roof trusses ( this is provided by company of truss manufacture ) . I have requested such a stamp but have not ITEMS TO VERIFY received one. INFORMATION,OR ACTION REQUIRED ATTACHMENTS' REPORT BY: A1ir.P T. fherdnrf RA AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 1 of 1 pages ARCHITECT'S OWHIRARCTECT a FIELD REPORT CONSULTANT ❑ AIA DOCUMENT G711 FIELD 0 PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 11 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 DATE 12/4/00 - TIME 2 : 00 ' / pm WEATHER sunny TEMP. RANGE 3O s deg. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS PRESENT AT SITE Bulldozer operator, architect No change to utar_ rmmp1 PtPrl G i nra 1 apt i nspE r.t i nn ( 1 1 /� ) ether than grading at rear and front north side. Subfloor remains exposed to weather. This exposure should be minimized ed --OBSERVATIONS to prevent eventual damage. I requested current site plan from Down Cape Engineers to review changes and confirm proposed water supply to sprinkler. I spoke to Shepley Wood Products regarding steel columns in basement . They will provide columns with cap and base welded on for field weld connection to beams . I explained that slab was already poured onto_ footings and would require drilling and grouting to receive plate. Also if slab is not cut out -plate will sit on top and present problem for-- _finish flooring. Shepleys will confer with steel erector and Sid Hart - ( of Church) to determine method. Note that any changes to grades must allow for 1/20 slope on sidewalks to entrances for handicap access . ITEMS TO VERIFY INFORMATION.OR ACTION REQUIRED - - _ - • ATTACHMENTS REPORT BY: Alice L. oberdorf. RA MA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages 1. ARCHITECT'S OWARCNER FIELD REPORT CONSULTANT 0 AIA DOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 10 9907 CONTRACT: General ARCHITECT'S PROJECT NO: ,DATE 11/2 0/0 0 )TIME 10 am WEATHER sunny TEMP. RANGE 40 deg. — EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS Rough Grading PRESENT AT SITE Graders , A. Oberdorf, Architect OBSERVATIONS First floor deck in place. Edge condition a bit up and down as top of joists doesn' t entirely match plate height . Probably ok, but may cause some finishing problems . Steel columns not yet placed. Must be in place prior to continuing. Foundation dampproofing doesn' t come very close to top of foundation as per drawings . Grade to be brought up to near first floor level at front of building. Insure that dampproofing is in fact brought to proposed grades prior to backfill continuing. Note : Proposed fixed seating plan must be submitted to Building department . The seating plan previously fu><nt:shed was for unfixed - chairs. Provide to Architect for review also. Be aware that your building occupancy is limited by parking. Also, handicpp paating must be provided in sanctuary in accordance with the code. ITEMS TO VERIFY 1 . Audio Room to be opened up to Sanctuary. Provide 3-2 x 12 ' s with 1/2 " cdx plywood glued and nailed together as beam. Provide 4x6 min post bearing. INFORMATION OR ACTION REQUIRED ° • ATTACHMENTS •. REPORT BY: AKRO ASSOCIATES, AIA, ARCHITECTS - ? 778-6060 AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages 1 ARCHITECT'S OWHIRARCTECT FIELD REPORT CONSULTANT 0 AIA DOCUMENT C711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 9 CONTRACT: General': ARCHITECT'S PROJECT NO: 9907 DATE 1 1 /1 5/0 0 / TIME 11:2 0 am WEATHER sunny TEMP. RANGE 47 deg. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS First Floor PRESENT AT SITE Members of the Church: Pastor Framing Israel, Anselmo Caldeara, A. Oberdorf, Shepley Reps , Framing Contractors , Sid Hart . OBSERVATIONS First Floor deck lumber being installed. Plates have been gun nailed into steel beam. Steel columns are not vet on site and temporary supports have been provided for steel beam. Discussion regarding acceptable framing materials for sanctuary walls. Determinations : ( 1 ) East , South, And West Sanctuary walls may be framed with 2. x 6 ' s at 16" o.c. to the 10 ' -4 1/2 " height , double plate to carry roof trusses . Strength of these studs should be 1200 psi Fb. -(-2 ) North Sanctuary wall to be framed with 22 ' high 2 x 8' s , hem-fir, Fb = 1400 psi, kiln-dried. ( 3 ) Level of floor should be verified by transit . ( 4 ) Care needs to be taken in installing steel columns to adequately anchor bases into slab, drilling and grouting with non-shirnk grout . ( 5 ) Recommend digging out backfill at area of stair in order to insulate this area from outside as stair dimension is not designed to allow for interior insulation as I understand the building is ITEMS TO VERIFY now planned for. • INFORMATIOILOR ACTION REQUIRED ATTACHMENTS REPORT BY: Alice L. Oberdorf L)j t 6,�. AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • /1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 1 of 1 pages ARCHITECT'S OWNER , 0 FIELD REPORT CONSULTANT 0 AIA DOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 8 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 [DATE 1177/00 7 TIME 4 : 00 pm WEATHER cloudy TEMP. RANGE 500' S EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS delivery of steel PRESENT AT SITE A. Oberdorf, Sid Hart , Marcus , Pastor Israel, Anselmo Caldero OBSERVATIONS- --Discussed changes to specified lumber. Requested shop drawings for steel, trusses , all lumber. Shop drawings had been furnished to church for roof trusses and floor framing a month ago but had not been forwarded to architect for review and approval. Action to be taken by architect : To review 6" wall, studs at 12 " o.c. in lieu of 8" studs at 16" . Second, to review shop drawings for roof trusses and floor joists which are on order. To consider possibility of altering first floor plan for balcony to serve video only. Post meeting: 6" studs at 12 " o.c. can support load. We are concerned with adequate bearing for floor joists which are shown on shop drawings as meeting at center of bearing wall. Additional ledgers may be required. Roof trusses appear to be correct as to dimensions and loads . ITEMSTOVERIFY Truss manufacturer must provide engineer' s stamp. Architect was in contact with Frank at Shepley limber to discuss plywood and timberstrand studs at Sanctuary. INFORMATION-OR ACTION REQUIRED Sprinkler drawings are stamped by engineer. These plans do not reflect changes to basement anticipated by church. ATTACHMENTS REPORT BY: Alice Oberdorf AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page 1 of 1 pages .. . t_l FIELD REPORT ARCHITECT ❑ CONSULTANT 0 AJA DOCUMENT G717 FIELD ❑ PROJECT: ri 55E-MOLY Of (,0/L) FIELD REPORT NO: / CONTRACT: ' ()eke/f t / cx ARCHITECT'S PROJECT NO: 41 y0-7 DATE I l/"j op TIME 1 2 30 jtM WEATHER C/E✓c.(4r TEMP. RANGE 50 S EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE(+, —) WORK IN PROGRESS N PRESENT AT SITE t'T '�G l�f B 4ti 11 • OBSERVATIONS f) optavti, SC 5 2) c .p l�e c 1),l ply 3) Fiy.J1. CYfr ce, tints/e-v ovaSl . el) 19I a.Cie cvk ll -Pvc<.uw d - 2_.x 6 is c, U, c 9P✓cic,e._ Prj .-ciV- — � o�- �_x $ 's Cam' /6 `r a s S/..e c r P r • S'kv-w(ci Lam. Ft) - 12-0 0 s • CUo. S plaxr-e_ kut F i-Oott ice b LAL 5) O Ak ad: La a. 41-LoA. Pam, 1-'b-ttel 462-.1 4 ,- / ni 61/A k 9 . lot)1K j (1k . zic rs - l5 a- 2 x g S fu..c LUG 1/4Au s f- b Z X g 5 0.S SG&u ---'- '' ITEMS TO VERIFY 5tc I „ „L,L ii24e-v �CS ^ INFORMATION OR ACTION REQUIRED I I ATTACHMENTS REPORT BY: 41`tC— L n 1.1 IAIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAOO • © 1972 !THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page of pages RCHITECT'S OWARCNER IIELD REPORT CONSULTANT 0 AIIA DOCUMENT G711 FIELD 0 PjRO)ECT: I95JEM8CY OF 601) FIELD REPORT NO: ,CONTRACT: Ge-uev.u. ARCHITECT'S PROJECT NO: ci 9O '7 �� DATE /o/Z'//oo TIME 1;0� �� WEATHER 5d 1S YL y TEMP. RANGE 5 0 5 ♦SST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) `'VORK IN PROGRESS /V PRESENT AT SITE aVC.(,t; iPG t V t„ (1 J OBSERVATIONS S/a iu e.t,t toured. kec 5 /Ct1S A) 6.4-e . Cal CtAg DOdvf -Ai/ni S 5 T�c�C(' r Ll p tZ G E fh OK C1 i'r t/i . i , /piebet eLti a_ c.LAeiT-C. 6a GG<cd 1 f,:f.t. fry /l j d°I _ . .t a. 1 - vt t u.s t` fi h d ovt e �►�, -t l 5T. Fly, JeGL Cer1 , 5h it'ed • k-O-0' t,c ova Err c � � `1 � � r A1n w_Ac 04-1 6a SN.r-vt," wa-!) i145L1 krti? a.s 54to t c/-u oNic • plow.s , lris_illa tThro. ram.. !teezki �!c4f -, . - f 60a4d pv1 cl 5 c)a* p -o• 1 cut d 72 e-r1h &cid 1. �r t 04_ d , I" liI.41 slab !'iai, ceruchuct/bvl jo I 1 as u.i-,e rl t3 1u s czAAt S t O t� uJct-. [S, ��N r It 1.1 Siu c t> a,c d /0-0 kS c.)15 cl • r Fl XYLQR Wei Vet 1,f/S r!r v u .etc( a /1 t r 4112417 6-1 rr k dr k7 4-1 /a47.e 1O1.1_L/J/1 15. ITEMS TO VERIFY INFORMATION•OR ACTION REQUIRE1X ly _ya cieh it as .A c"/t'(D'DU"e • ATTACHMENTS REPORT BY: A tu. AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • ALA© • CD 1972 page / �I / pages THE AMERICAN INST4TUTE OF.ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 1- _ i ARCHITECT'S OWNER ❑ ARCHITECT 0 FIELD REPORT CONSULTANT 0 AIA DOCUMENT G711 FIELD 0 PROJECT: -6 ✓M(3L Y OF V c' V FIELD REPORT NO: S CONTRACT: L\.e t'/ cep( ARCHITECT'S PROJECT NO: °l 7D.7 ' . DATE �O/� f TIME � 9��:3 O f M olti WEATHER 5. TEMP. RANGE 6,C') S � U .. EST.% OF COMPLETION CONFORMANCE WITH SCHEDULE(+, -1 WORK IN PROGRESS PRESENT AT SITE14_)4 - /ll! owt.P_ C/ tovt O? a eo Awe/.Q 6 a . OBSERVATIONS ,. �C cis, G jy1,4,-CA,e" , 1,,� c /2"1741 s v ,, 0 j tuu.t%c.5 tti Y-CctA kf ,' .4 f``' ,, 1�° °/ jK•u.Ja c�-r�r, Waif exit' ,P,i4., AA) .e,Utei,e 6 144 ..Q.4q- /A-r t i I ArMAA4-e,el.d h ht,ct 5M.2v-e rQ-t C(9-.e via-' a_A PAX—te,A , 0.4 ..i 41211_,714.64.41 614_ b Hg P-4-'Wl if-A-i-'" A "LO-t-44 - • ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED • I. ATTACHMENTS REPORT BY: AIA DOCUMEN1;G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 of pages THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 i page ` I OWNER ARCHITECT'S ARCHITECT 00 FIELD REPORT CONSULTANT 0 1 MA DOCUMENT G711 FIELD 0 , PROJECT: 455e1444ILi 01 6c, i FIELD REPORT NO: 4 ; CONTRACT: 6.f`1 1 ARCHITECT'S PROJECT NO: ?907 S TEMP. RANGE �C'o DATE lO/ /OO TIME 2. 30 PM WEATHER uyny' EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) I PRESENT AT SITE �(u,flt�l�'}•Zrj (T lru-Y��aG�'d't � eiYj/��L/a^'/. WORK IN PROGRESS Oruro Sia In Pf 1./'Vj nlh� f ah 1 C lvA F� �-K�O . / /� ii ,1 1 OBSERVATIONS led aMdJ,A5[G! h . ('\nLLdt''ti /oca. fib- h (IAA Ow eit atit d was J h5& il? pt 60 x col dc)-ut6le_ d a.4.A.01/ .Qf t Jeo-O ct. ` 1 d .Lk, Ire Lc Oy"e d rKC .S 9 5 iJ I c 1 r o n l v ��c • fj • L c1s�°d ITEMS TO VERIFY: i INFORMATION OR ACTION REQUIRED is (• ATTACHMENTS REPORT BY: . I ce ) - AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA© • m 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page ) of / Pages The Commonwealth of Massachusetts ARCHITECTURAL ACCESS BOARD One Ashburton Place - Room 1310 • Boston, Massachusetts 02108 JANE SWIFT (617) 727-0660 GOVERNOR 1-800-828-7222 DEBORAH A. RYAN Voice and TDD EXECUTIVE DIRECTOR Fax: (617) 727-0665 www.state.ma.us/aab NOTICE OF ACTION RE: Assembly of God Church, 941 Mary Dunn Road Hyannis 1. A request for a variance was filed with the Board by Pastor Israel Da Silva (Applicant)on April 17,2001 The applicant has requested variances from the following sections of the1996 Rules and Regulations of the Board: Section: Description: 28.1 In all multi-story buildings and facilities, each level shall be served by a passenger elevator. 2. The application was heard by the Board as an incoming case on Monday, May 7, 2001 . 3. After reviewing all materials submitted to the Board, the Board voted as follows: CGRANT the-variance to'Section-28 1=to allowthe..installation of allimiteduse/limited,access elevator on the-condition . . that.lt.meet_all.of ttie requirements of=Section 28.12:3?' NOTE: If the work being performed is reconstruction, renovation, addition, or alteration, compliance with this decision must be achieved by completion of the project and prior to final approval by the building department. Otherwise, if the work being performed is new construction, compliance with this decision must be achieved prior to the issuance of an occupancy permit. Any person aggrieved by the above decision may request an adjudicatory hearing before the Board within 30 days of receipt of this decision by filing the attached request for an adjudicatory hearing. If after 30 days, a request for an adjudicatory hearing is not received, the above decision becomes a final decision and the appeal process is through Superior Court. Date: May 8, 2001 ARCHITECTURAL ACCESS BOARD %i cc: , Local Building Inspector Local Disability Commission _jN fital Independent Living Center Chairp4on • 4 Cat ARCHITECT'S OWARCNER O FIELD REPORT CONSULTANT ❑ AMDOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD�'� ` � FIELD REPORT NO: 13 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 DATE 1/2/01 TIME 4 :2 0 pm WEATHER 25 deg. TEMP. RANGE Overcast EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS none PRESENT AT SITE Alice Oberdorf OBSERVATIONS Steel columns in place . slab cut out to reveal footings . Columns set on beveled 3" high 16" sq. setting bed, anchored with bolts as required. Some of these column holes are filled with ice. -Wood temporary braces are still in place. Verify level floor with transit . Also noted at some edge conditions plywood subfloor does not meet exterior wall plate on level - another reason to verify level of floor deck. At top columns are welded to beams . Connections appear to be good. Do not complete slab infill at columns_ until_floor , level is checked and ice is gone. '6 " frame bearing wall in basement has not been blocked. This should be done right away and in conjunction with checking level of floor deck. See comments on field report of 12/23 . Grading work has continued. I 'm a bit worried about changes having been made making grade level lower than planned. Be aware that handicap access dePends on critical grades for 1 : 20 ramps . Otherwise ramps with handrails will be required. Floor joist system should be blocked at bearing and as otherwise ITEMS TO VERIFY required by manufacturer. INFORMATION.QR ACTION REQUIRE[) ATTACHMENTS REPORT BY: Alice L. Oberdorf, RA MA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 1 of 1 pages fe Cot Al ARCHITECT'S OWNM ARCHITECT 0 A ✓C �u"' FIELD REPORT CONSULTANT 9L I l AIA DOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD CHURCH FIELD REPORT NO: 15 CONTRACT: ARCHITECT'S PROJECT NO: 9907 DATE 3/2 2/01 TIME 4 : 0 0 pm WEATHER overcast TEMP. RANGE 40 deg. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS none PRESENT AT SITE Marcus , Pastor Israel, A.Oberdorf, pastor' s son. OBSERVATIONS 1 . Framing mostly complete, however exterior walls and some interior walls have not received fireblocking. Also, 48" of 3/4 " plywood must be nailed to underside of roof trusses each side of sanctuary. 2 . Bathing pool for baptism on site appears to be about 48" deep. Since this is deeper than designed there may be a problem with headroom. 3 . Church would like to open "Audio Room" to sanctuary by installing a II/ beam. This can be done , but "Video room" wall should remain intact . The beam is to be a 5-1/4 " x 11-1/4 " PSL Parallam for the 16 " span. It should be set on 4 " min. bearing each end, and verify that this is in turn adequately supported below. Span = 16 ' , Load = 7000 lbs . 4 . Church also requested a cantilevered platform for the video man to film services . This is to be located in front and above the "video" room. Not to be over the beam ( #3 ) . The cantilever is to be constructed of 2 x 10 ' s at 24 " o.c. , to cantilever 5 ' out into back of sanctuary. The load of 60 psf live translates to 21000 psi moment . For Fb = 1200 psi, S= 17 . 5. The 2 x 10 ' s have S= 21.4 . Church should then provide ITEMSTOVERIFY access hatchway and ladder. Not for public use. Railing or partial height wall required, 36" h. 5. Exterior grade very low. Orig. design allowed for HC ramping. Suggest INFORMATION OR ACTION REQUIRED bringing grades back up. 6 . Posts to be replaced with "Tuscan style" columns properly located. 7 . CMU block on site for elevator shaft . No data submitted for Architect • ATTACHMENTS to be able to verify strength or specification of block. Suggest that this be provided prior to incorporating into the work. REPORT BY: Alice Oberdorf SEE ATTACHED SKETCHES AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • ® 1972 1 3 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages 1 f,0 CC ,i ' • t rt 1 II f ti J U Z-S ' ' Z -S 1Z —4 Zt 5 " 71 n4bu ! .► i I t 6\ _ i , i j i x } _ 7l2 < 30 0 co 15n 6, ' 8u : Zn 1 Cc° -p u pl, .�' — _ rJ.. 8 - n 0_ } I ,• • uTlXLe- )eJCt6. CP tJ 48 f" E(LU t P 'C.!i Lb O(7T- gy f t-,-)-::g".•••"4••;•"we I �_- r o o c J.or-----+ o t- o � ._ I 1 tev-- :% —N. �-- C. �o "x C. `'G L.ANZ EP �y „f-. ;ViN toCATE ' a r�s I g ‘N v.) Q Qlob L_ z X^ 4 ms, • F �- ,sr s� I .; • I. . • ( II ,,' i'•A 1 . I, e,.•, . c=1 ..w 't.t..-i-P4usSe. e 2 .c . il 'I: -----_ ,' 1 , . .VoaiLE -rewss - 5 etl 14.67•:-..ree ti . cm 012.95 -7-itaci-HIF2. wilc. v ii - 3 r ____i_ 1 ' jorfr- (0U-110000S PL.T/4 2 fr / SOCATii1106- ..„- ,-' - , S i ' o 7 , . TA;(*)17, c• tictFe7e1A Fi (1/11 crtz 11 Vv.ot (61 , II 2X-OA a 22-t oe . 51-0 " p do tts c 0 , 2 YZ VuLx tooi-b \ , 0 el/t.ci. i\lc-ruve..s( Cle-aacae ‘ccelA‘eli- cLii,A ate.ceS 1 k,ua le_ 1 PI I , 1 i .I II .Trt" -. -c-_-., ---4- 1 T=T. , ._. , cm, i . f, '3 °• 3 _. 1 I . ARCHITECT'S OWNER CHITECT 0O -655-ecC) r o� FIELD REPORT CONSULTANT 0 AIA DOCUMENT G711 HELD 0 PROJECT: 'ASSEMBLY OF GOD FIELD REPORT NO: 16 CONTRACT: ARCHITECT'S PROJECT NO: 9907 DATE 29 March • 01TIME 4 : 3 0 pm WEATHER fair TEMP. RANGE 40 , s EST. % OF COMPLETION 35% CONFORMANCE WITH SCHEDULE(+, -) WORK IN PROGRESS none PRESENT AT SITE P. Israel, Marcus , Anselmo, A. Oberdorf, HVAC- Jim, Arctic Air 1 .Met to discuss rerouting main duct of HVAC thru "Pilaster" in sanctuary to serve main space. Also reviewed options for fresh air intake and exh. from exchanger, to go thru roof. Possible to terminate OBSERVATIONS one or the other in attic. Will review code with engineer. 2 . Observed that completion of framing had not been done. 3 . Was informed that site contractor would return to raise grades up per initial plan. 4 . Post meeting: Shop drawings for elevator were submitted. In reviewing these, it is evident that this is a- "limited- use" elevator. This is not allowed in the code except in existing buildings - in - - - some cases. I spoke to the elevator supplier to -express my concern.- I do not recommend buying this elevator without express permission of the Access Board. This usually means a variance procedure , and I don' t know that there would be grounds to argue for the variance. 5. HVAC: The heating contractor spoke directly to the engineer. He had misunderstood the size of furnace/boiler specified. They agreed that the equipment specified was the correct equipment to use . ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: Alice Oberdorf, AKRO ASSOCIATES ARCHITECTS AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 1 of 1 pages r 1 ARCHITECT'S OWNER ARCHITECTO FIELD REPORT CONSULTANT ❑ AIA DOCUMENT C711 FIELD ❑ PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 14 CONTRACT: ARCHITECT'S PROJECT NO: 9907 DATE Feb. 27 , O 1TIME 10 : 0 0 am WEATHER Sunny TEMP. RANGE 3 0 deg. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS PRESENT AT SITE Roofing crew, church reps . , - Roofing main basilica. Alice Oberdorf, AKRO. OBSERVATIONS 1 . Framing 99% complete, sheathing (roof and wall ) installed 2 . Roofing 30% com plete and in progress. 3 . Interior framing: a. Change made to layout in pastor ' s office. Apparently a powder room has been added. - b. Rear hall ( off Waiting Room to showers ) width is wrong adjacent to -closet , we -noted that it narrows- and it should be 3 ' -6 " both adj . to closet and as it continues-behind dais . c. "Window" for video was omitted. d. Blocking of a number of stud walls is still missing, especially noted at tall north wall. e. Bridging and blocking of floor truss joists needs to be provided at bearing (both at beam and at bearing wall. f. Bearing wall toward east end in basement has been installed correctly to receive bearing from above thru subfloor. g. Leveling of floor was accomplished by shimming plate to conc. ITEMS TO VERIFY floor with cedar at studs . Add non-shrink grout along entire length of plate. C1 t4 -4-- 4 . All workmanship looks good. _,,,nix- INFORMATION,OR ACTION REQUIRED 5t e- X,TC12-1 - iU'T- po57s 7c_OLLUVW5 - M D ii�e_ . ` 14 c_o_.(A�-A 6 " 6 6' c(r 6° (u,c ed t/14, s, . sue- -2 ATTACHMENTS REPORT BY: Alice L. Oberdorf AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 page 1 of 1 pages ARCHITECTS O CI CHITECT FIELD REPORT CONSULTANT 0 AMDOCUMENT G711 FIELD ❑. PROJECT: / v)ov1 131., ) d f G 61' FIELD REPORT NO: / CONTRACT: ARCHITECT'S PROJECT NO: ,j07 DATE 2 SV LL.1,i_e, O j TIME 1 tom WEATHER 51(4,4 K. TEMP. RANGE 3 U o ' S EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS PRESENT AT SITE cutca 5" n v D 31lLi c1 et.,A 4 . v 6 Yl OBSERVATIONS t}t.LI>d Lt p O/cc_ pt,1 1-5 fv /Le. Di sf&/(ec. Ex 5 y /o%a� o - 1 v'e e _ M a de u a.�-e - S6t p O/J f e- �X �U �S 279 f , C. L(.1/ (/u Wv0 lI a.m.ct !1a /!1 Ea_CIA OC-1ctc,0^a./ 9ld t , o l� . 3 e J7) l�.e a if acLe_ w i*C1 4 K4 e, Cl4a 5 2.A, cik) Ce-lvt e-k i u- Z.lc 1 vI 5 (ofr I e cl c1 r �, r.�a/ &/o ) 2 . D(k.c-(uj AcZ1144 P czvlfr11¢at (frtb/L ccs sp._e �1,��i) J o h e. "eel - kACz4 vz,ri' Y3- 4t cc �a — /w/t/t L)/, ��t c/0 se/. l v l c SOvl 4-0') Gbd2-i',± Ceffe -1 ic.r 1Gt 12 CJ ►� P J . '3?e 5& ct4A e Mc1-4- c -1'c-0_.P /11,. (?�, (74A)2 . (c -1 5 0 tAi_Otut e ,/!e�r l i -► ( <21 (cv Ci 1i14.1- £)1 c Q 56-t_pLe C A 'ct5 . 60a I Cc)(11-d lie_ c6-14,76.;,a.vtt l Pe"-f ,J 1,&/ t,'. Ctuc,I c�', c.vi «..a.�e- 6,61 OldGdW t 'L S �. T I/24et 5e 141- CYe 14-1/Ctutecj . ( '1 c sc z het & c k (-0 e e,k io ' t rl k 14 1210c.'s sc'l, Ofrt_ 5/ ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: II, 4 . G v AIA DOCUMENT G7,1 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page ( of / pages p� �c 774100( r ARCHITECT'S OWHIRARCTECT a FIELD REPORT CONSULTANT ❑ AIA DOCUMENT G711 FIELD ❑ PROJECT: ASSEMBLY OF GOD CHURCH FIELD REPORT NO: 17 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 DATE 12 June 2001TIME WEATHER Sunny TEMP. RANGE 80 deg. EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (+, —) WORK IN PROGRESS Rough Plumbing, PRESENT AT SITE Workmen Sprinkler, HVAC OBSERVATIONS 1 . Roof construction created over rear stair , not in plans . 2 . Sprinkler installation in progress . Shop drawings were submitted to this office. How about the fire department? They would want to see them. 3 . Problem with ponding at rear. Grading not according to plans , When completed, this area should drain to low area toward rear. Also, guttering not on building. Drywells not installed. All this work should solve problem. It is important to complete these areas of work prior to finish work in basement . 4 . CMU masonry for elevator shaft is being stored on wood floor structure. This is not an ideal situation. Hopefully the work will begin soon. 5 . Cupola has not been installed. Finishes for cupola should be put on prior to raising. Be sure to provide flashing at joint when installing. Consider lightening protection. Steel in cross and steeple itself may attract lightening. A grounded rod would ITEMS TO VERIFY protect the building. 6 . Rough framing. Blocking in high wall has not been installed. Bracing of outer 4 ' of trusses at long walls with plywood not INFORMATION•OR ACTION REQUIRED installed. This must be done. ATTACHMENTS REPORT BY: Alice L . Oberdorf AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 1 1 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages. ARCHITECT'S OWNERARCHIT CT FIELD REPORT CONSULTANT ❑ 07/0AIA DOCUMENT G711 FIELD �J PROJECT: ASSEMBLY OF GOD FIELD REPORT NO: 19 CONTRACT: General ARCHITECT'S PROJECT NO: 9907 DATE 13 August ' OITIME 4 : 30 pm WEATHER sunny TEMP. RANGE 80 ' s EST. % OF COMPLETION 50% CONFORMANCE WITH SCHEDULE (+, -) WORK IN PROGRESS Sheetrock PRESENT AT SITE Alice Oberdorf, Steven Shuman Pastor Israel da Silva, Marcus OBSERVATIONS 1 . Observed frame completed including blocking and plywood shear panels at ceiling. Blocking of exterior and bearing walls has been completed. Wiring is roughed in as well as HVAC ductwork. 2 . Cupola has been installed. Final flashing to be completed. Siding detail is not as drawn, but acceptable to all parties as it is . Finials (pineapple ornaments ) are proposed to be installed at the corners of the cupola base. Access panel and ladder in place on interior. 3 . Door to rear exit vestibule to be relocated due to spiral stair planned to be installed to balcony. Two large areas at rear have been opened to sanctuary. Construction was strengthened with plywood to brace as shear walls. This appears more than adequate as to strength. 4 . Elevator shaft completed. Architects noted that machine room at basement level requires two hour sheetrock finish. Masonry work appears to be correctly done from what is visible. ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED AUG 22 2001 ATTACHMENTS �,��I'a$L"19 iRa1�M1MXt� REPORT BY: Alice L. Oberdorf AIA DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA® • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page 1 of 1pages s1 SPE. ooci-ozovo qt41 rUki-lbcfreN 4.44,_ iiiii clown cape engineering, inc, II CIVIL ENGINftS & LAN 5UMYOIIS I 939 MAIN 51" / wait 6A I YA1 MOU11-1PM, MA 02675 I (508) 362-4541 FAX (508) 362-9880 FAX TRANSMITTAL SHEET November 16, 2001 Robin C. Giangregorio Site Plan Review Coordinator Towri of Barnstable 367,Main`St. Hyannis, MA 02601 RE: Site Plan Construction Certification Dear Robin: Enclosed please find Certification Letter for SPR 9-2000 Thehard copy will beled toda-y: Please do not hesitate to call with any questions or comments. Sincerely, a- P---4 k 0 c__ Daniel A. Ojala PLS,EIT Down Cape Engineering t . This fax is intended for the exclusive use of the addressee and may contain proprietary,confidential or privileged information. If you are not the intended recipient,any dissemination,use,distribution or copying is strictly prohibited.If you have received this fax in error,please notify me by telephone or via return fax and destroy the original and all copies. TWO;PAGESINCLUDING COVER • tel.(508)362-4541 =939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. November 16, 2001 Daniel A.Ojala, P.L.S. Timothy H.Covell, P.L.S. land court Surveys Mr. Peter Dimatteo . Building Commissioner Town of Barnstable site planning 367 Main St. Hyannis, MA 02601 sewage system • designs RE: SPR 9-2000 Assembly of God Church, #941 Mary Dunn Road, Hyannis, MA DCE Job#99-288 • inspections Dear Peter: permits Pursuant to the Town of Barnstable Ordinance 4-7.8(7)the purpose of this letter is to inform you of the completion of the above referenced site. Based on a recent inspection, our firm has determined that the Assembly of God church project has been constructed substantially in accordance with the approved Site Plan with the following exceptions: 1) The pavement was installed with overall lengths differing from the plan in many of the parking bays. The shortages in length created 8 spaces that are either missing or insufficient width for parking. It should be noted that 8 additional spaces were provided so the required minimum of 81 spaces is still met. ' 2) The site lighting differs from the plan in that additional fixtures were added beyond what was indicated on the plans. The lighting on the site appears well done. 3) The dumpster pad was moved from it's original location and is not yet screened. • 4) The required granite curbing at the entrance road was not installed. 5) Minor changes to the site walks and grading were made. I hereby certify that the above referenced site was constructed in substantial compliance with the approved Site Plan except as noted above. • Please do not hesitate to call with any questions or comments. , Sincerely, 41 DANIELGirp • rem OJAtA Daniel A. Ojala PLS,EIT• 40980 Down Cape Engineering Inc. AS6FESSIO' 1410 sURV�°Q CS re_ 6o9 /61a(c)(6 , rise b( 6F 9 / fa )aW? zl A Ir..5 0 ni ., ' J 73 y "`t .a"'ac"N fi3 a • i _ t Kr yM ;{jt[ a.yy� 4Ws.p ,L�c _ 11 f.. fi r d r' o.. .�« 3 ax a �t ' .. J ';aF y: 4. • k .:` r i$4<h 'r 7. p ,"'`, : ;l�,i �1 �/' .-,>z 5n w r,iF ;..,4` t� 1...•.i.Y,I ,; o., Ar irg.„ '� YS,fy ,,, .: '� �. i`h7f ); '"}ram i r�..- w F : Ii.i Ml i `' L,F t'r'j t' :7^'bi: r it t 1 i2"i+\ t� ^ w ,',zai i 3 - r �'t V•,� t� .�+rr��A � l'H ��,-�, y7t ."�� , �} - ;; a t ',Ai). :,1 I' 1 t"' `� 1 2.f q j ,.--t} ,, yaa.� a �.r f,,y a,.it $�' S°�','It,� � � ''�' 7 S{`�: r ritN° � 3Ip ° k s fir:} «rr -- ^Y,p, .. '',,,p ,41: ' 'I^" �' Ne 2 'AF1. ,1[4l 1'1 .7,--, i r � `.-;' �a }* , §+`r.r� i 6 Y t rS wr ' i i ' � 'ir r .. Y` µ f,.. ,, jf L,,,i,-rl. ; r !!.SI7�, k. ':« I tty .1 f. E e v 1 6#{� . .•e(F ;:.►'. Ly+ ',..,,r^ _,r'.'3.'--‘43"T''' , ,,, ," 7 r ''. t all Pi $ }. ,�. Fyn � _'F«, � ftf� � f) 4 0 r'...- \ 1 • Tiler.:''' �' F , 'F` '"+t.'Y • N s5 ' '- .,s .,r t -, w`�e." r+►• S'-'Ci.�ln .h 3 rf + � �, e e-c€• -, r r 0 y° mo „ � � `/`,vim �,;j .1 It . -'y a e ,1 � 4' a 3,> ws` a E� t tom'`b: .... s ` t Y yY� � ( l ct- yr,'t'tw * `M ttt.- tom.-,.4 -- * ; .�*�* •�` am. ,,-�rJn" ;r } .._ •3itafeT`u 3t -''u Pr#!:E�34 � w'';t- 1"-..[ •a �� "� .> '`r . ; a '.} • L .,* L .�a t � -s ip_ i+ , ,�tl �" by . _ . r _ _ „.i..,„..„,,, ....:::.,,...... . . __,(f.:::::1::, :____::.._., _ __. ._:„ ......._ ...„.:..7„,,,.....:....:,.. .- ... • . — i't.f41,......1.:!.: i r,a,F.:...-,,Iza:T: i`t.-.t"...ii.-"'...,,e7,-- ' •- r ■p 1.lA + , ,4,7-4.k,4.,.i .'--i•..i ' - , , r mot' 9yy'- r �7E�ss�a`_j '` .�- .r ^'� ' ,mac. 4. tfor,„„orowl(t t_, Ci j):a ' ram. r"] VV 41 r it Y i,cti i ar A,.,a;�t � .*'m F ..`.. ` k,^F } `. / �f j B Al 't .:.%� -- �_:. 1 d; ,• ':'.„''-' 'o11 ..,—' s ` ! 4 t; jF " �r .. x '� . . hi - _- - - ,„. NN.„,,\.* \•,",,,,,,,. ',. ",,:,\-,;\ ' ' ', N' "' N .‘, •,`‘,.$'`,‘, i \ ' ', , ,, •k, •• ,, ,,, A Jr ,,: — -4- .,_ :•....,-,."..--„,,,,,,,, \ --,,,,,,,,,,,,,,,,,,, , ,-------- „ --•`,..--2-,-„,„--,s,:,--... .N.,".„. ,•,,,,,--,,,k,,,,N _..„ --1 —--- :------,„„.., -„,_ --;.--':,-,...•„-,,,-,--::.,••\,,, - , 1 — .,,,--- , - ,,,, ------ -.--------...-:2-_-..„--z---„,,- ,,---z-...•..--z-,--- i 1 . -,::-.--• '- - -,-..,---..--_-_--„,:„.- -...,.• , . - I ,,, - - - 1., t , "j i . p „; . • ,V---, ",,.,---,--.----_____--=-----.-----;_--:- :- :-''.., - 1 - , '= -. ---- .........._-_::::--; --_ .- _ - 1,..st - • -ti,7 , ,„,, --= __-.-_-_- - _ • 1 -II II : ,-; i 1 --....:- -...- --. I •-•---:. -,;\ --..-... — ---_-- _ .k.-4?-- x -_--'' .,-, •-` _-:::- =, • ---. ,--,-- ,,' :',-'" ' - 'f. .:. --. ' '. , - , "•77. -4,,.,,,,A7 -1,',1`.!t.„,..,„e,,-,- --, - , :".•- ,-I:",,,v,==-.."-', 40--,,"" it---",",r--,--I"1 1 ► 01 � }4a* ;((0t (----)(4_ArN - ; t ( � -ejL � � 0.J°1`tiUt awn �1�. 14044.....:("vt....4.0,4‘..........) ya \/ Y)c(}1,11 --X_' ".,.e'". .- } wqr ""`;- a az�' 9 r c' gym" - W ' s'3 S .fit .c .,,, AZ,O,4.4:. Y -7-z-134-- �i'�r»�, �t �ty t�'gy*r1 ;,* s 4 CD ' '+ �, .mow : e r a tom- - r 46. . ,� •" ,`4 a. � r. .F < � * , '� , z ''.' -'. � m*�> �: e'' ems"` 'a t .-' ! its.,`_. � -Q 4 0 ' - <• �v ::,. w!e ^ • , F � ,,^.', ,:� ee • C (4./1 I-6-'6 r� ` n o a.,j/jeJA.,13( % MccriL_____ ..." c g _y�- --- y `*i ! y. t:r-,,,,71i,, ' s• '0 144,, tie' "` ."..aca f.: x.. , y r} e=...'+ff,1.+-,*'1 , '., ... . ''' -r-a-wiik.,- ,....(%:.L _ • ' ,�4`wL'" '-r e^`?? h , '�. fp%t N l'gm yr` - -wad u, • 6 k- P..19+ • d • • s s�. S '3 s i.• * 'S R �p,� :r "�.''�-_` fat "" . a., 04,", s' � �"'1.'�';l ^,,,,yti, a.'x *'��fin-� �a � �-`'��i � - t2 ..� `� 5 # t;'i�` ��: ri,,, ..... . .4:, r� '1>3h .+"3 z p? eCa"Y t` 4•,- '7,r f v d am' k li , {ftt�t.tr : E "+"''s J` .+' I pf •:i�„,�,`.i�Y tE a , a r sEl S '� x 3 ,,�° 1 8, r ,,t • «s-7. ,� .'k .rv„� k n 4 , et C'� :it ... �(: n vil �a. /- Y ! _.3 _z Y-7„+{q'1 $34 �._ 9>^� 9' '4 , ,, Fy� {i -t 2 y •ty 7 t yr 7 4 +`v" 4dt�}A y" €= " J i},{ T { 'a'^ �»° a i t t�.,..•7 y, `lid it7 '�, .02,, ''',1,.4.000aP 7 ,._;7..t.2',:::,....rr.:„:7-;.4!--,4.*A"-'—'2._4, ,,,-4 :, .-s- ***N`..1 ,,,, : ,.„,,,, -,% ' :-,:i.44?:'":- a,�...,, te... '".� .� �,.,� -. 9 e � u �»�`� mi a '°`.�" -,,.`�� • • • vT4 °".,6 i, ; • w k. .- -,e*,....a -0. ,i,,----0.''' ." :, '',.'0','..-",,,i',V.,"-,. -- .,..44-'',i1:44.4'4k„V1-5:1Mri 3i * •*S 44 . ,. t, :II. r.' }""'"" I. • t• a` n ,S1 Ag- va."- '3 te; # X xa • s �� . °' '.�, r_41," a ;- 'F.— asp: n. ti f . --''V.r .t. i.:`''' te2Az,.. 10....,:t):-::::..A.7e;-,0,..—;t, --,..2,,,14;.:7"....w.„*.44.1e*:_...stAcw* }.ram*:y' < p' ++�'.• ".°W` 4 s^�,:a,.s d�,t ? +t' ' '�"P _dj •q 6 +`+f•R y r �,a+ ^lu%* f r d f, y n qN y) , i` w .s*�,^3.1. s. - ; ar. V..z#�:.. _ A-.e...nweT. .V. " .d+ y -mom 3' aG , , • . . - amQ 41. j tr < 47...4 • C � ' " ' ' ,. t''s v* ,4 - ,,4a ax �`- ..-.'»w i1,r `• 4 C��+fie w •Cr ia.e '7 •R t S�tD t 3'Z ���' "�? i }i ."` ,w '..'�. t, c N•,1�4 f. R' . `s F!r g1s ` ' '. _ t;z ,t. . <t.;-", y+� ` 'S «� ;7 r .a':r , yt A' ` �''�ti.ey.,'?. fly? .. .�y`r� 4•. .,tom �+"t ,,.. • .3 � y • „ te` 4` ,• . a .. I 44 ...�.YW�*,+�'I$+" R ' ,:q{ 4i ./ r'_ gCr..ry. 4^: IiLrZ.M1 ... • JITi.'.4.1-4'4 9,"-''4-S- ^- 4,-A.40.4.4:„.„,v*. :.;f4;.t,tt,-;,„ -- . e.»f *'r• `t'••.`,}* r t',:z+•f'''g^,.Z �.,y,:*.. O a.arn y'.. i7.s '=t�`, ktF",' .. >� i EiV .,L t,-hi. ,R<,�,�' 7- .'t a ,may?-� a 'ems Z. a i, dt. ju _ t*sc a4.. 7 A,' - n cam! 4 z4k ....� y s S'4F>`va •>`' 41,r;; R'h syFZVwiq v %:Ct * 4i, iV7*4N.AX t'4i�S4"$. 5L.. � `rtil�"`dS�.1 ��"'§Y.:sm k" gt Clutt_nn-ti • s. fr ;�'F,� f n ,,,.�J,�'x^" �,.Fi4 Y.2.'*, � ""a'+-'"d f.,�� ✓#"# 1' i fw�'.`ri+�t i'^f }`'+, f. ' yT Y^D1',L t'"' @ 4 .,c+Y� Rf'', ;�, J tSxY+d. ,,Y+,!" '�'. + t y"ya . s.' i�..t �f .t'" ¢-•, � f !'`'u+C"" r r e t7�y�, 3, , ft'1t + . ! . ,.. + �I��7r i ��' i.{. ;r ^�` ,�`•� "�`.ow J �`+��`f^r/" aC s�el,*� s� [t "���� . .7,„,E"1 +a,;, iy( ._ t �v� ay° a V-4 '�T • 1.: L i ,- t yL., , eY ami . K.'�?-'F�( • 4,- .`ak t..�' i v,." a � '.v �. T-�,- f i'JJ" 1 i�"��..`�.+�Wx„/i �,�,� -w• ..y' ice, Y' ..,,,, :1;4°':ic":'.''''',„,` 4.,,,.?e:L *''' ''''11r4. 4,;,,,:e.".k 4-4,7s.-'''''- `act r `++' ��, t J v t' -t• "s...,, r,i�:. z �e...�_.�"°' Y' Sy r -r `- r ,.'' - ��' 1 r .� _„‹,:'• ' "f 1. �yit , 4+rs,' , y a w Na xyk .,*A'^ t , ..�,� n 3 �xS '# ', ws ,r�` �ue. �,z, ro--4)." . U to BARTER NYE 34 } ENGINEERING & ' ❑ SURVEYING otziaig CEO ]ogC�C�CCO [� Carriage House Apartments Registered Professional Engineers and Land Surveyors . 0 •.� 939 Mary Dunn ®ad 78 North Street — 3rd Floor c pad Hyannis, Massachusetts Hyannis, Massachusetts 02601 E i ts-' Ph Phone — (508) 771-7502 Fax - (508) 771-7622 �=' www.baxter-nye.com lace, STAMP STAMP Pr epazed For: e Issued for: Site Plan Review-February 25,2016 Issued For Construction-June 1,2017 Owners: Applicant: Engineer/Surveyor: Project Number: 2015-053 RK Corson Property Trust Independence Place,LLC BARTER NYE ENGINEERING&SURVEYING CONSULTANT Rodney&Janet Corson,Tr. 1436 Iyannough Road 44 uail Road Hyannis,MA 02601 Registered Professional Q y - Engineers and Land Surveyors Osterville,MA 02655 78 North Street-3rd Floor,Hyannis,MA 02601 Phone: (508)771-7502 Fax: (508)771-7622 CONSULTANT GlEdGE ATTN:Matthew Eddy No. Drawing Title, PREPARED FOR: CO.0 Cover Sheet - Indepelndence hPlace,LLC y g -C1.0 Legend and General Notes ; Hyannis, nMA 02 01 d C2.0 Existing Conditions Plan C3.0 Layout and Dimension Plan (H Mr "' ��OW Al1AS L;5• ' G C4.0 Grading and Drainage Plan of ASS ,,J C5.0 Utility Plan 4- MATTHEW yG% tµ C5.1 Sewer Profile,Construction Sequence,and S WM O&M Notes , W. EDDY �' r CIVIL• ‘;Ci' . %9bSs\+., @` V,'. C6.0 Detail Sheet BUILDING DE � �o �cNo. 4318�.0 `��® SUFN��� f� C6.1 Detail Sheet ° G/STER �� C6.2 Detail Sheet JUN 22 2017 `r- YONAL LNG. (r C6.3 Cultec Recharger 330XL HD Details Plan \ c m 7OVVN ` a x t ��BA ��� t31 C c w ..) E w a,,asCm YIDEY � a 2. N S,eg't "'1'1-�4 W��yIpq u'r ' cs) as C C 1'S' 1 .., i l�li 1e W�4IP6'0r I� Urn.= r _ -. � a Zi, J t 4 , - a wag, III;q GII. li ly} '. .,,„:.:_ c 2 dc`-3�ih silt -, e kw!geld{` V LOCUS w0F,S s a t14 tl�m.�"@f 'f 1m'9r 6g�x@I` .�""# ITE 1 a W a nD t -� '9' .77 \ \ o-' R4 1f ' ,.r ' 71 l .BRe3D81f V r ai1 . t r q .a K mwuNIGRaL � _ 11 \ ''''' - . :,,,,--4 Y/ � y� r ®®®4 � M1x, ^Mu v ; Nf' Ire it�O r 4",'"+q - 'w'N 'i.._ I'i' "I.q v�y y \,ly rp,,y,. h 't j. 2 j` d,� ,. SHEET TITLE o �+"r+.k+ 1KaL4 r� LOCUS MAP Scale: 1 2000'# doc�ao Map V 0@m0Q fl'I = fi 000'± Cover Sheet - SHEET NO Co.O e o - DATE: FEBRUARY 25, 2016 a V SCALE: NTS N • DRAWN/DESIGN BY: SIN CHECKED BY:EWE JOB NO: 2015-05.l C A DO FILE: 2013-053 CV.dp O m . ABBREVIAllONS GENERAL CONSTRUCTION NOTES BARTER NYE �' LEGEND �U •,(ALL REFERENCES TO CONTRACTOR"SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25.ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED '•' EXER PROP(BACK TEXT REPRESENTS'PROPOSED'INFORMATION BOER PRCP(BLA0(TEXT REPRESENTS'PROPOSED'NVO NATION) SLOPES ON WALKWAYS SHALL BE LESS THAN SR AND ALL CROSS SLOPES<2R. `-'Oar ABAN ABANDON 1.ALL WORK&MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DMSION, THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN & L.3 ADJ AD.IIST •I " STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES(MGSSDOT-SSHB),T AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S.ACCESS BOARD, ENGINEERING EEC-' PROTECT UT NE -no- OVERFLOW UNE O 'TE AMENDED.UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES ACT&COMMONWEALTH OF MASSACHUSETTS. SURVEYING m SPECIFICATIONS OR PROJECT DOCUMENTS.THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. '.0 ® B11MNWT EMI ------- -•- RIGHT-CF-NAY/PRQfpTY UNE -S'W- -RD- ROOF DRAIN BC BTIaOOIIs Q� ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. FINAL LAYOUT AND STAKING CIF ALL PROPOSD FEATURES AND GRADING SHALL BECA -s - -S - SERER UNE AS CURRENTLY AMENDED.WHICH ARE APPUCABLE TO THIS PROJECT. ALL WORK SHALL REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO BCC BR WN OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS,ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR Registered Professional Engineers T?J --_._-....._. BUILDING SETBACK -cHw- -ORw-- OVERHEAD ELECTRIC,TELEPHONE&FRB:ALARM . RIDS DOTIDA 6 SURE INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL and Land Surveyors q�� DETERMINATION OF APPUCABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH f L' STATE KIGNWAY BASE NE -w - -'w - WA1FR UNE BOW BOTTOM 6 WALL JURISDICTION,SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR,AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. _ I lOowo BASELINE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPUCABIUTY TO THE 78 North Street - 3rd Floor -PP- -FP- FBE PROTECTION UNE a: CONCRETE CAB 27.ALL ELECTRICAL(BOTH PRIMARY AND SECONDARY),TELEPHONE.DATA/CON AND CAPE BERM PROJECT FOR SECURING ALL APPROVALS AND PERMITS. FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE Hyannis, Massachusetts 02601 4•T:'. ------- CONSTRUCTOR LAYOUT • -G - -G - GAS UNE APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL :4��1 -I - -ECSE COIBESTDE SONG ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR CONTRACTOR. TRENCHING, BACKFIWNG.CONCRETE WORK,' MANHOLE AND RELATED Z �•� �•� ZONING UNEUL UNOFA(AOUND ElECTRO.DATA/COYYUNIGATONS USES IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER CRPhone- (508) 771-7502 -•N� - -•a - STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL . -_- TORN UNE GU EIE ATI Wniml BLANKET NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION Fax - (508) 771-7622 L' -T - UNDERGROUND DATA a CWMUNUnON LINES ELF/ ELEVATION OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. Z ---- STATE UNE -T EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, www.baxter-nye,Com -,,„" -FA- -FA- RITE ALAIN DIRT FASTING APPUCABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF-GAD- -KS- FOE a PRICE CABLE EC ECIAL28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL (RAVEL ROAD BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS.ADJUST ALL REFERENCE. -CAN- -GM- CABLE TV FEN WW1' OTHER RIM ELEVATIONS OF MANHOLES,GAS GATES,WATER GATES AND OTHER UTILITIES TO STAMP STAMP EDGE 6 PAYD@NT a R iW91E0 FLOOR ELEVATION • FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. BMPNOUS CURB .Y,, B' GTN BASIN(SQUARE OL ROUND CATCH BASN) w DOSE BEII( 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, 29.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES GIB N27 TO HIS OWN SATISFACTION,THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION CAPE COD BERM ® ®EG DOUBLE CATCH BASIN Gc PANE CRIB MATERIALS. INCLUDING CUT&FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED NOT OTHERWISE TREATED SHALL BE STABIUZED AS LAWNS.ALL LAWN AREAS SHALL HAVE A 'T"r ort PRECAST CONC.CUBE -ww- DRAIN INLET GE GRANITE ON EEC ON INFORMATION CONTAINED WITHIN THESE PLANS. a MODIFIED LOAM BORROW PLACED,SEEDED, FERTIUZED, UMED AND MULCHED UNTIL GRASS +GC WC MIT.GRAN.CURB 0 ®DAH ORAN MOIRE BC MADCAP STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL 3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE HAVE A MINIMUM DEPTH OF 6'AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT ut 23 SLOPED GRAN.CURBO- MI•A TRENCH BRAN RP I PONT LOCATION. ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT CURB. EDGING.BERM,OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Mir LIMIT 6 ORB TYPE PWG/SNB IA U1Ma>TAPE AREA DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPESIN RESOLUTION OF THE CONFLICT. SHALL BE FURTHER STABIUZED WITH EROSION CONTROL BLANKETS (ECB)OF CURLEX OR ' SAWCUT FFSP /ES► TARED DID SECTION LOW PONT 4.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTUTY EQUAL ��M111o0� MATCRINE �.� �-/ HEADWALL YAB YAIM COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION. 30.THE CONTRACTOR SHALL WATER,MOW. FERTIUZE OR OTHERWISE MAINTAIN ALL SODDED 'T•T�r MN MOM • RELOCATION,ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC(INCLUDING UTIUTY POLES). AND SEEDED OR OTHERWISE STABIUZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED CONSULTANT O .® CONTROL STRUCTURE • MCC MOMITIIC DROVE TERN TELEPHONE.CABLE,FIRE ALARM,WATER, SANITARY SEWER, STORM DRAIN,AND ANY OTHER METHODS ARE ESTABUSHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. sTA SIL SCUD ME UNE UTILITIES,BOTH PUBUC AND PRIVATE,AS REQUIRED. stt m IX 9 WC SEWER MANHOLE Me/ID U'MASS MORAY BOND/ESOnCE01 RN LEAD PM 5.THE LOCATION OF EXISTING UNDERGROUND Sn1 EMS,INFRASTRUCTURE.UTIUTIES, 31.THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION SCUD'FELLOW UNE NO NOT DI CBNINACT CONDUITS,AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE UNTIED TO BA ® GREASE TRAP - THOSE SHOWN HEREIN,AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER,THE AT NO PLS TOOENS COST TO THE OWNER. THE CONTRACTOR SHALL ORIGINAL AL A SURVEY 05010E WHITE LIVE NOT N SCALE ENGINEER,OR THEIR REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT BY A ENSURE THAT THE OTMO U MENTATON IS RESET TO ITS ORIGINAL LOCATION. CONSULTANT --• Bn - III BROKEN YELLOW LIVE ACC RECAST CDICEE CON LOCATION, BOTH HORIZONTALLY AND VERTICALLY,OF ALL EXISTING UTILITIES.CONDUITS,LINES, MONUMENTS INCLUDE, BUT ARE NOT UNITED TO,TOWN BOUNDS, MASS HIGHWAY BOUNDS, SPX0 a WATER HANKIE PROP PROP09D AND OTHER BURIED INFRASTRUCTURE AND ST5iLMS BEFORE THE START OFSTONE WALLS WITH DRILL HOLES. syaa ANY WORK. THE PROPERTY UNE MONUMENTS, IRON RODS,STAKES.CONCRETE BOUNDS,GRANITE BOUNDS AND SP SCUD WHILE CNMNEUDNG UNE _ moa t WA powPALEDWATER WAY CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT SHOD YELLOW fHMNDJDNC UNE • WAITER GATE BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE. UTILmES, cn Ox rsr ,rn Ro1m �� CONDUITS AND UNES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND MINE YELLOW UNE -- &TAPPINGX RIM VALVE. • RDA ISUDVE INFRASTRUCTURE AND UTIUTIES AS REQUIRED. THE CONTRACTOR MUST CALL'DIG SAFE"(AT EXCAVATION SAFETY: a % STOP UNE DAB BEyOYE RAID RESET 1-888-DIG-SAFE)AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION: ALL EXCAVATION MUST FOLLOW OSHA.MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. PRESSURE REDUCER PREPARED FOR: ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT 9AYESE CONNECTION Rao REMOVE AND BTU 6.THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT I FART 24 HOURS AHEAD FOR FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. SEE GUARD RA0. C. FIRE HIDRMT REF RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN Independence Place, LLC 5R SLOPED a411ER 0%DNC REQUIREMENTS,AS APPLICABLE. -a_•_A- -.,-.� ANC FAIRER MEEK DRAWINGS STATEMENT: 1436 lyannough Road p• • POST INDICTION VALVE SDO SLOPED GRANITE CAE 7.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBUC AND PRIVATE. INCLUDING . PATH Hv BEG TE NTL CAWNG rnAa THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. (SEE CHAPTER 370,ACTS OF THE CONTRACTOR WILL PREPARE AS-BUILT DRAWINGS,STAMPED BY A MA UCENSED Hyannis, MA 02601 e e WELL 1963,MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. PROFESSIONAL ENGINEER (PE)CERTIFYING THAT: 'TO THE BEST OF THEIR KNOWLEDGE, .rv-Ys .r'fY, TREE LIVE * A WC To'DP CURB JUDGEMENT AND BELIEF,THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE Y IRRIGATOR NC TELL --"-"- -•-•-+- DRNN UM FENCE IPoRGATOR MINCE VALUE TOF 10'6 FOwNDAllON 8. BAXTERNYE ENGINEERING&SURVEYING ASSUMES RESYNSHOWN. FOR DAMAGES PLANS. SICK WALL 0 INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. TOS >D'6 SLOE RETAINING WALL o N SPRINGER TOW m OF W� OR.WHERE APPL 9.THE TERM LIICABLE.DREPUSNG EXISTING ROP.) MEANS WORK MATERWS IDENTIFIED ASD USING NEW MATERIALS 'REMOVE AND RESET' INSPECTIONS:GATE IE� NAY BALES ER ® GAS METER Iql PHLOX OTERW9:NOTED (R&R). 1,CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT ' m UPON AWARD OF CONTRACT, OBTAIN CONTRACTOR SHALL NEC MAKE ALL NECE PAYAYY CONSTRUCTION THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST - -N- MINOR CONTOUR ELECTRIC BOIOU ARBIIC IN GRAD BY DA1PAcmN STNOTIFICATIONS AND APPLY FORDAND OBTAIN ALL NECESSARY PERMITS, NALL FEES AND ---10- �To- MAJOR CONTOUR ® ® ELECTRIC BOBX - vcc GRANITE CAB REQUI ALL RED. BONDS ASSOCIATED WITH SAME,AND COORDINATE WITH THE ENGINEER AS 48 HOURS(2 BUSINESS DAYS)AHEAD OF A REQUIRED INSPECTIONS. E ELECTRIC METER 2.AT A MINIMUM,THE FOLLOWING INSPECTIONS WILL BE REQUIRED: -�G>s- ��.T- TIP of 9.OE 0 �� 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED A.INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO �T -.cc- BLOTTO/Al SLOE C C MIT POLE(DECORATIVE) ALOP ASIMALT COATED CORWm METAL PPE IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING COMMENCING CONSTRUCTION. . < 4 R000 UDR CAP .COOUGIm ALUMINUM PIPE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT(SEIM) FACILITY. DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY D.AT COM NET OF INSTALLATIONFTHE OF EACH NWS FACILITYTIO PRIORTHT ANDL. F LANDSCAPE URa (p CAST RCN PPE UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION D. DURING INSTALLATION OF BIO-RETENTION SECTION FOR THE SWALE AND BASIN. % BIDING OF THE AFFECTED WORK. E.FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND IIEN. �N CUT DOOR •i •Ha SINGLE UIMINMRE OT tNANff N GIRT E- F. BN�WIION LL NEED TOL WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFILL DOUBLE LUMINAIRE OP MERUMAN°METAL PPE 12.THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FOR: rlD rO LOADING DOCK W ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE - _ •-x- TRIPLE LUMINAIRE TOM CONDIT FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE -WATER L CONTRACTOR TO PROVIDE BN WITH WATER DEPT.APPROVD INSPECTION ]4mD }Woo OVDRLEAO WON .-1-- "I" QUAD LUMINARE OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS REPORT C • • BOLLARD CPP ROI DENSITY P0.1ETTI1WE CORRUGATED FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE OD �_ Z WALL PACK PLASTIC PPE-9100T11N1DAD1 ENGINEERING&SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND e - SEWER 0 m AMPLER PAD . ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING TWITHWE ANY PORTION OF SITE WORK CONTRACTOR TO PROVIDE BN WITH SEWER DEPT.APPROVED INSPECTION E 6 DAB STD'FOR INTER IRE REPORT - 9(N ,ice SIGNAL ARM WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SETE LAYOUT CAN BE G.GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES(UNLESS - CO N AA DOUBLE BRI ER 0 MANHQE OP DUCTILE RCN FPE MADE IF NECESSARY. WITNESSED BY A TESTING AGENCY.) C L 0 • .PM PAR NG METER C BS DOWN SCUT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE H.BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND SLOPED Q tY -o- C-4 U1417Y POE/CUY WIRE OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY CURBING. O) C O PAINING COUNT Q--o. •--o- UTUTY POLE/SLY POLE C TINGING AND COORDINATE WITH THE OWNER. ITS ENGINEER OR REPRESENTATIVE. I. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND w CI) C ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR F 7 C Q QE COMPACT PARING STALLS © ® HARD ARE' FAG FRAME AID COVER • 14.THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION COMPLETE REQUIREMENTS,INCLUDING BUT NOT UMITED TO: - C IIIIIIIIIII 11111111111 QiosswA 1E ® ® PULL BOX FAG FRAME MO GRATE - MEETING AT LEAST TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. - BIO-RETENTION SECTION FILTER MEDIA COMPOSmON SIEVE ANALYSIS AND • MATERIAL CHARACTERISTICS PER SPEC. ® SILT FENCE/Np1RALF G -SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC r •u CROSS-EAU( 15.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE U LT co DIVERSION ffBl/SNALL ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. -_ - ALL COMPACTION LVCL BORROW TESTING NGL RESULTS T PAVING,OCFILL.SIDEWALK,SITE SL485, PADS. IA (U M C MID HAY BALE CHECK DAY NIL HYDRANT L:-..,:.-..,I GONG PAVEMENT _ lfi.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL ETC. U TO DEPTH OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. 0 03 CA Ca p OIIERRPEDi GRAN - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. cc f0 co >+ STANDARD WTY FLEXIBLE PAYDIDIT t�R T 6 NTDRsecTCN CONSTRUCTION MEANS AND METHODS. BARTER NYE ENGINEERING&SURVEYING, DOES NOT THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL.SAMPLES O AND a C.) 0) I l� NV RE T OMEN N ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL COORDINATING WITH THE TESTING AGENCY AS REQUIRED. L........J HEAVY DUTY FLEXIBLE PAVEMENT �® TIMED DID SECTION(FES) FEDERAL,STATE,AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED NM STONE PROTECTION W PERFORATED ORAN BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. La LOU HANDICAP RAMP HANDICAP PAKKNG CPO PERMETFA DRAM • AL P PERMOIAROE PPE 17.THE CONTRACTOR SHALL REMOVE ALL STUMPS. RUBBISH.AND DEBRIS FROM THE It es RD' REWPCRCEDCM ONDEIE PIPE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. - '� O L VAN-pCCF5981E HANDICAP PARKING PAWS STONE PROTECTION CIOJ) THE CONTRACTOR'SHALL LEAVE THE SITE IN A SAFE. CLEAN.AND LEVEL CONDITION AT THE - M`(j "31WTI pBOIECnON RO paaE EpAN COMPLETION OF THE SITE CLEARANCE WORK. M z 3 a 5 \fit)\\\\\\\C CART CORRAL • • . S SERER 18.ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES § g g33 rc Satoh no. JUTE MAT IN SUPPLE SHALL BE REMOVED.AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE.TO $ �7 W DID MDR B7 SECTION pEEEEEE 50 SIOM1 DRAM NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, C Sheet n T IETFRIONE • LOAM, PEAT.ALL ORGANIC MATERIAL.SNOW. ICE,CONSTRUCTION RUBBLE,TRASH,AND OTHER H 0 ,L O*0 TREES DELETERIOUS DEBRIS. W N /!` mee TAPPING BEEVEA RAW& 19. D '. . .. . W • wx A. WETANDS ABSN R� - ONLY UPON OF WITHINTHE ENGINEER OR OWNERS REPRESENTATIVE. AND RESET • _ - - _ F ----- -- 50'WETLAND BUFFER SHRUB MIN PaE 20.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE _ ., . a• ---- -- T00'TETANS BITTER EJOBE MCP NIP ERRED DAY POE CONTRACTOR'S OPERATIONS,WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS \ H \ o - REPRESENTATIVE.SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL m - E ---- - 21O'WEILAND BUFFER LP LP LOW PONT W WATER CONOmON AT THE CONTRACTOR'S EXPENSE. ' -.- -'- MT 6 IERANDS HP IN NCH PONT 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE 41®®H i -e-- -6---- WEOLAND RAG CO GB GRAZE BEAN RESPONSIBILITY OF THE CONTRACTOR TO MAKE THOR OWN DETERMINATION AS TO THE IL ----- ----- 1DO TEAR ROOD PLAN "11.:i ei 2.1E BRIG TOP&BOTTOM ELEVATOR LOCATION OF SUBSURFACE ROCK. SHEET/�.TITLE MTGATIN AREA NNE 2.25- Na 22.THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE.SEWER.AND UTILITY General Notes and C ,�- SPOT EIEYATOU w/IFADFA FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES --- EWE 6 WATER 21+3 N+a - SPOT ELEVATION DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. Legend Plan v + Al,- BO1NG LOCATION - . O m TELEPHONE MAN J TEST PIT EEICA�IO1 23.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED • OTHERWISE. - yg X TELEPHONE MARKER • • WHOA MARK 24.JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT SHEET N O EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED.ALL JOINTS .0 rs rs TRAFFIC SIGNAL �W TE N 10 COSTING OiADE - - TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT.ALL CRACKED OR (] © SIGNAL BOX INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND e'er CX+AY IEXi RIPIE9iNi5 COSTING INFORMATION REPLACED.. DATE. FEBRUARY 25, 2016 TIRE ALIBI CONTRA PARR • gLe AlFIRE ALARM BOX - RAM TEXT REPRESENTS PROPOSED NMA i0ATON i 1] Si TRANSFOBICR PAO ' ® on TELEPHONE MEER • SCALE: NO SCALE '41p ® MAILBOX - DRAWN/DESIGN Dv: XL CHECKED BY:WOE a JOB NO. 2015-053 G A D D FILE: 2015-CS.ACA•q O m 1 • `� MO RIPE NKMH"•v vmnF 8 GENERAL NOTES: BARTER NYE -.'''•1.)THE NOB OF MIS PLAN IS TO DETAIL 0251SNG STE CONOIONS AT 939 WRY DUNN ROAD B.) THE PROPERTY LINE INFTNRAATOE SHOWN IS BASED ON CURRENT AVAILABLE =9-) Sm nr INFORMA110N nOWN HEREN• . ,� - ENGINEERING & :> E LOCUS AREA 6 COMPRSED OF: RECORD WIR RADON CONSISTING CC RAMS AND DEEDS DIE OUSTING FEATURES • THE OOaw=%lc.COaACT DIG GAFF(AT I-88B-aG-SAFE)AND ONfTY WNPNIIES III Td-'LOCATE 'At °VIDE - SURVEYING' c SHOWN HEREON WERE OBTAINED FROM ANON THE GROW FIELD SURVEY TIE LOCATOR OF ALL EXISTING MIMES.AT LEAST 72 HOURS PRIOR TO DIE START aF 2) PER CURRENT ASSESSC RS RECORDS: FERRIREO BY BARTER NYE ENGLEMG R A YM IRIEG M JULY 2015. CAISTRUCRON D2SIMG BNCERGROLAD MFRASIRUCME,URGES.CAIDUR AN D F✓n WE S ARE SHORN _tih '.) IN AN AFPRODIATE NAY MY,MAY NOT BE UDMED 10 THOSE SHOWN MEIN NEED HAVE MEN �,p Cr.'1M OER ROONEY K.A POET N.0013S0M•TRUSTEES OF 7.) COMMUNITY PANEL RIMER 250001 0567 J,EFFECTIVE DATE JULY I/20T4 RESEARCHED BASED ON IRE mum UTILITY RECORDS NOTED HEREON.RE CfWaWCTOR AGREES TO Registered Professional Engineers . ,21 THE RK CORSON PROPERTY 1RI6T THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE x(UN-SHADED). BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED Br MElilk0E33 BOON 9980 PAGE 322 - WMRACIDES FAILURE TO IDCATE STUD URRASTRUCTURE AND UNDIES EIMCRY.D'READ CONDITIONS 10' and Land Surveyors 'PO `: • RECOIL PLAN 415 /B3 1) - MIMS FROM PLAN MIGRATION,RE C@aP/CTCR SHAM MOTBY 1HE max IMMEDIATELY FOR TyF�p- .Z ASSESSOR'S NAP 332 PARCEL 013 PER I1a55 05 OLIVER 0.S Cr 07/IS/15: POSSIBLE REEESLtE• u 78 North Street - 3rd Floor a 3.) SECT BENCHMARK:AS S40114 Cw THIS PWI SITE DOES NOT*FEAR TO BE BMW AN 0.GEC(MCA OF CRITOM ENNRONNENTN CONCERN). • SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED MIH OBSERVED EVIDENCE CC UTILITIES TO Hyannis, Massachusetts 02601 ' fi: • DEVELOP A VIEW OF IROSE UNDERGROUND UTILITIES. HOWEVER,(ACHING EXCAVATOR,THE EACf Fx: !) ZOOEG INFORMATION: • ATE DOES NOT APPEARWWIAN AREA OF ESITYa1FD HABITAT WT MAPPED OF RARE AS FED ON LOCATION OF UNDERGROUND FEATURES rNMD1 BE ACCURATELY,COMPLETELY AND RELIABLY DEPICTED. - Phone - (508) 771-7502 Z WHERE ADDITIONAL OR MORE DETAILED INFOMaTNR 6 REQUIRED,THE Cl1ENT 6 ADVISED THAT • ZOVWE aSIPoCT: Mao CS OLDER AS OBTNNED a 07/15/15 ESITRaaTED HABITATS OF RARE WaDESF'IND .FED USE - ExfAKI=MAY BE NECESLJf/. BAIdaTA9-E Fax - (508) 7717622 E. ' CURRENT MINIMUM ZONING REOOREMON75: MTH THE MA WETLANDS PROECTION Aar REGU ATIONS(310 OAt TO).' AimaCIPµ www.baxter-nye-corn : T. RR LOT AREA=90,000 S' • VIABLE ELECIRC UNES 91ONN CM IRIS RAN WERE FIELD LOCATED ON JULY 18,2015. ANN.LOT WIDTHFRONTAGE=ZO• • • SITE DOES NOT APPEAR TO CONTAIN • A CERTIFIED VERNE Pea-AS MAPPED CM MASS OS CANER AS • MIN.LOT MOM=1= OBTAINED ON 07/15/15 PER N OP TERMED VERNAL.POOLS.' CAS LINES SHOWN ON TINS RAN ARE FROM FIELD LOCATED DIG-SAFE M RIONGS AND VISIBLE i FRONT ow.60•ODE&REAR YARD=J0'/J0• MD. e S TAM P STAMP CATES AND C@aME)rem RECORD IEFOMAl10N FROM NAIIONN- • 91E DOES NOT APPEAR TO BE WITHIN A MO EY WART AS POPPED OM MASS OS OIIVER AS :,•.H OVERLAY BSIItlLI5.W,WP,ZONE R,GROUND MOWED SPA PHOTOVOLTAIC. OBTAINED ON 07/I5/I5 PER NHESP PRIORY WATATS OF RARE SPECIES'FOR SPECIES UNDER • WATER UNES SHORN ON TQS PIN/ARE FROI FIELD LOCATED DIG-SAFE WRONGS N TWEE q 90ITICWI OF GP MOD MP 1115ITRCIS PER BAAISTAAf CS THE Na44CH115ETR ENDANGERED SPECIES ACT.REGULATIONS(321 COB IO). DATES&HYDRANTS tl a®1LOCUS MAP BASIC OK1NECE:2000 FT.BUFFER YOKES AROUND GOLD SERVICES FALSITY • STE APPCARS TO BE WITHIN A STATE APPROVED ZONE 9 GROUND WATER RECHARGE PROTECTION • SEWER MANHOLES 0IOMN WERE FIELD LOCATED h INVERTS MEASURED. In_ AIEA PER MASS OS OMR AS WANED ON 07/15/11 =y e 1.1) L( l' I Scale: 1 -1000 5.) A TIRE SEARCH HAS NOT BEEN PERFORMED FOR THIS STE:THEE WY - = O p BE RIGHTS BY OTHERS,EASEMENT,WRONGS,MOMCAQ2 ROUT OF WATS • STE DOES NOT AHEM 10 BE NUM A ZONE OF CONR08UIION TO A 9Y11TA1ER ERORY o I I 1 ETC NOT OERCIED.OT DETERMINED 10 BE NECESSARY,A TITLE SEARCH (BARNSTABLE BON-R G.360-I5).PER BRMSTABE MAPPING. S I • STHAM BE MEWED BY OTHERS NOD SUPPLIED TO WAXIER ME 4 IB,L R t ENGINEERING 0 SURYEIING I}i 13 11 _ 1 I • I =Y' >?I BfAF, naves CONSULTANT o TI s 'm6 rr:, .uAeN' . .na. K �a.o®a ..ee.' A_ 1 1 i II a I I \ / ® - _ x• ,' 42 xe+� 1 II 1 m � CONSULTANT to ` I --- -1, ' _-� •_ E ii I : .PREPARED FOR: ,..- ' "e xA>z m . # e pi, I IL, 9 I Independence Place, LLC :"� " 1 Hyannis, A 02601 N.e.�_, , Ia Y \ � g I�HII si. I Ha 's M I .. r d I l • I Ft 1 ci-- o f > I I I • aIfwes.• \ R I o�om .. PARED.,,12. ,.o ,,,.> I la I If 4 • I 11 ' I,_ • E r ' — -- LE, I eD e am I Y • • s 0' /O h 1 I I GPf� ,-�A �'i6' _ — E—=— _ �Iy I7 c LIT CO o 'C 0 = ae1 TnvmvI � �_ ,PI9)R'10�1. .. _J--T — ��-- I S=1 I ' L a1 y • �O` _ -E% __ 55 I d CO .•.r mn - I f .--�T: _�- — _� --.---.--E • \ o C O $ I - ) - TIT. - _ mn•"` _Y — �+� —E.i�. //�, I 1 , }� ,� _ �. ��— T , �rv' _ o - _-� _E �oo�� II' I I� W 4_ i _,%e __ .----.--7 — _, iI1.=�—E -'e — \M\\imi�� n I z o IAA G G -__E ,_E —E _,(—E E E —E �E r o f00•VIDE DRIVE /�_—a G o \ I $ y ti_ --—,lu __ W EVIDENCE —�_G w • b •jm anomie u.wor) �_o -r� J i 1 . • ,raWAnw w�—� - d m �-W p u I --- W w G- �G- �� . • Ii� ®®®© W --b . - j_______.j.„_____ ��G SHEET TITLE c • Existing Conditions Plan • 11 - . - _ SHEET NO . p . C2.O o - - DATE: FEBRUARY 25. 2016 a • 30 .0 30 60 SCALE III FEET `' 10 SCALE:T 30' o - ur o- • DRAWNIDESIGN BY: OF CHECKED BY:AWE E JOB NO: 2e15-053 CA D D FILE: 2015-073EGdy 0o , , 1. .. ZONING TABLE NOTES: SIGN SUMMARY _ - A- ___ I BAXTER NYE ICI ' ZONING DISTRICT(S):INO-INDUSTRIAL PROPOSED USE APARTMENT BUIEDINQ 1 ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHOSS,TOWN M.U.T.C.D. SPECIFICATION --� • OVERLAY DISTRICTS.GP,WP (WITH 29-TWO-BEDROOM UNITS). ORDINANCES,REQUIREMENTS,AND SPEQFlCATONS NUMBERTE%T QUANTITY - TOTAL FLOOR AREA-39,312 SF•• WIDTH HEIGHT l ENGINEERING & , ALLOWED USE:MULTIFAMILY DWELLING PROP I FLOOR-13,104 SF 2.THE CONTRACTOR SHALL CONTACT THE ENUNEER TO SCHEDULE A r • (REF.TO ZONE B) PROP 2nd FLOOR=13,104 SP. PRE-CONSTRUCTOR MEETING AT LEAST TWO(2)WEEKS PRIOR TO COMMENCING R1-1 24' 24' :IOF 2• - - PROP 3rd FLOOR-13,104 SF••. CONSTRUCTION, I . ) SURVEYING BUILDING FOOTPRINT -13,104 SF - .� 3.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL - E1a5T'USE VACANT (••-NOT INCLUDING BALCONIES) BEFORE ANY FABRICATION OR DEUVERY OF PRODUCTS OR MATERIALS. HC• 12' 18' • 2 ,�,,�1 TOTAL PARCEL AREA 105,9573 OF ® • II Registered Professional Engineers . � ' 4,ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED and LORd Surveyors [-'$'� (�,i REWIRED/ALLOWED PROVIDED RUNNING SLOPES ON WALKWAYS SHALL BE LESS THAN 5%AND ALL CROSS SEE LOGE ur•'�+I LOT AREA: IND.-90,000 SF RED, .SLOPES 421E THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE, ALL WORK REO,IIRDEF.T5 (1) I I II .a B M,F.-5000 SFz29 UNITS 145,000 SF 105.957 SF WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. _ NM VARIANCES'REQUESTED �T I i �� �� 78 North Street - 3rd Floor FRONTAGE: - 20 FT 754.26 FT ACCESS BOARD,AMERICANS WITH DISABILITIES ACT&COMMONWEALTH OF H Hyannis, Massachusetts 0260) MASSACHUSETTS,ARCHITECTURAL ACCESS BOARD, 1.SECTION 240-21,A(9)(a): 5000 SF LOT AREA PER UNIT.21 UNITS I ,}t 4�^ R3-2 29' 24' 2 ALLOWED,29 UNITS PROPOSED. Oi' 11-' BUILDING SETBACKS �. I II II I FRONT SETBACK(BASED ON 96 FT 63.4 FT• PROPOSED CONCRETE WALKWAYS AND FLAT WORK SHOWN AS I-.: W:.J "- Phone - (508) 771-7502 I 3x HT,OF BLDG OR 60, 2.SECTION 240-21.A(9)(d): THE MINIMUM FRONT YARD SET BACK 'mow WHICH EVER IS GREATER) &DEMOUS1/REMOVE ALL EXISTING STRUCTURES FOUNDATIONS,CONCRETE PADS, , ` SHALL BE 50 FEET OR THREE TIMES THE.BUILDING HEIGHT,WHICHEVER I I I II Fax - (508) 771-7622 L f-=' FENCES AND APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE.SALVAGE IS GREATER,SETBACK REWIRED=96 FEET,SETBACK REQUESTED- k� ' 9DE/REAR SETBACK(BASED 32 FT 53.0 FT OR RESET. R5-1 30' 30' 2 82.9 FEET. + • --� I /'I I T II www.baxter-nye.Qom ; ON HT.OF BLDG.OR 30' - ' WHICH EVER IS GREATER) 6.EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE ` Al 3.SECTION 240-32.F.:SPECIAL SCREENING STANDARDS.SIDE BUFFER - 1\� 2 g' BUFFER STRIP IT IS TO BE TIED INTO NEW PAVING,OR WHERE ASPHALT IS REMOVED ADJACENT r STRIP OF 30 FEET REQUIRED,90E BUFFER.REQUESTED 14 FEET. j ' TO ASPHALT WHICH IS TO REMAIN.BROKEN OR UNSTABLE PAVEMENT SHALL BE Ill _ \� 'Lq �� II II STAMP • STAMP FRONT SETBACK 50 FT 50 FT REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER 12' 18' 1 �� 9DE/REAR SETBACK 30/30 FT 14/20 FT. PAVEMENT SECTION DETAIL HEREIN, ANY SAWCUT UNES SHOWN ON THE PLANS I �� W }h,,619 PI MAX BLDG.HEIGHT(STORIES): 3 STORIES OR 35 FT 3 STORIES/34.7 FT TME CONTRACTOR INE APPROXIMATE OUTHE FIELD LY. THE OPROPERL RI ENCT EDGE OF IDCITO THT E SURROU BE ND DETERMINED BY SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN \�--� -, 1 DNLy PER PLO elnl • [SEE ZONE B A.(9)] GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO INFORMATION AND WORDING REQUIREMENTS WITH LOCALIII AL iIII P. SAWCUT II ::: SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN AGENCIES AS NECESSARY. AREA OF VEGETATIVE ............t :L0 MAX LOT COVERAGE 20%(21,191 SF) 12.4%(13,104 SF) PROPOSED AND EXISTING ASPHALT SHALL BE WITIH AN APPROXIMATE 1.5%GRADE ALL SIGNAGE MUST BE IN CONFORMANCE WITH TIE FEDERAL • , I ENHANCEMENT,TYP. AG UNE (STRUCTURES): UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. HIGHWAY ADMINISTRATION'MANUAL ON UNIFORM TRAFFIC • l4 �'- - [SEE ZONE B A.(9)]. 7.DIMENSIONS. SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB CONTROL DEVICEY(MUTED).LATEST EDIRON,ALL �`7� N/F BRAZILIAN ASSEMBLY OF GOD IN HYANNIS I II APPLICABLE CODES, THEY LOCAL REQUIREMENTS. LOCAL ,/ DEED BOOK 27314 PAGE 283 v v _ I ' L- a MAX,SITE COVERAGE 50%(52,978 SF) 44.9%(47,620 SF) WHERE APPLICABLE, REQUIREMENTS,WHEN THEY EXIST,SHALL SUPERCEDE /,/ PARCEL ID' S_2 Ott - (IMPERVIOUS AREA): H.ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTED STANDARDS.• MUTED. '• , II NATURAL STATE 30%(26.091 SF) 32.9%(28,626 SF) TYPICAL UNE WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES •ADD-VAN ACCESSIBLE'WHERE ASTERISKED __v"'✓ GROUND • i N MGNUMEN (DOES NOT INCLUDE EVIITSQURCE (WITH VEGETATIVE UNLESS OTHERWISE NOTED.PARKING STALL COLOR SHALL BE WHITE,TYPICAL, 1 --� - may.,, \ f -_�- . . f SIGN R425, I II • CONSULTANT EASEMENT AREA) ENHANCEMENTS) UNLESS OTHERWISE NOTED. - J� \,_�/ v /�,/ ' STREET TREES-FRONT YARD 704 LP/30=23.5 24+ 9.BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING1 v v v. . II(1/30 FT OF FRONTAGE) 24 (BY EXISTING TREES) AND/OR SIGN ORDINANCES. L-- ' �✓- l - W• -. II �` PARKING LOT LANDSCAPING - v ,�-•�' i II - 10%INTERIOR PARKING 1,788 SF 10.SITE LIGHTING-SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN PACKAGE - _v y_ , ,.r��^•" R=50' --� 2,142 SF(12.0� FOR DETAILED INFORMATION, 2 c.. �'_�- CCB 01 178775Fz1a1L- p>_ Oap0 II CONSULTANT TREES-PARKING AREA ,--�v "� I I, (1/8 PS)48 SPACES/8=6 6 6 AREA OF VEGETATIVE 5,2' tj �� (SEE LANDSCAPE PLAN) ENHANCEMENT.TYP. - • "��"^��" I )J I t'' _ , PARKING TABLE 4B SPACES �1/4 "_ " I �� I II II • MULTI FAMILY=1.5 SP PER UNIT 6, 11 II • 29 UNITS x 1,5=43.5 SPACES 43,5 SPACES �+I +1 VISITOR PS PER 10 REO'0 4,35 SPACES - FIRE LANE STRIPING ACROSS ENTIRE BUILDING 1NG NE.EPCn mD r R=9 R-12' �� �,•� TOTAL: 47.85 SPACES FRONT,PER DETAIL/723. 'FIRE LANE 3O`SIE DUItL J ��\ „ R=} �y.� n � II a PREPARED FOR: HANDICAP PARKING(TOTAL/VAN) 2/1 SPACES 2/1 SPACES MARKINGS TO BE SPACED PER DETAIL „PE 54TTIA� \ 1 r 5• - ?{' R=25' lill I' DESIGN VEHICLE AA91T0 PASS , i'"- � l^-t�) •VARIANCE REQUIRED `-1_., .3u tA� NE ` Y\ 1 Ems) I, g I Independence Place, LLC • Ply -F / 3'CURB OPENING W/ *` ' --r"J\ FIR ASP"^LT APRON(SEE _r I Q I 1436 lyannough Road ` • -L._ ✓-!-`��_r - \\ \ E - DETAIL p415) IN aC `` �""'�`"FIR� IN I . IpIHyannis, MA 02601 ` ." " P �� 1101 HC`�® - I NO OBSTRU WITHIN SIGHTTIONS r7 E VISIBILITY TRIANGLES ` ��`\\\\ `\ �r� RAMP AECESSBLE _,� 9.5'WIDE CONCRETE " ~ �PI V , EN I I DELIVERY PARKING AREA- :- SIDEWALK ANOI�~ \ FIRE $, MW RB. SEE SO 1 KW;_ I • 2d CONCRETE DUMPSTER PAD I1�UMp5TER , L/c 421,TYP , � . WITH FENCE ENCLOSURE �' 1 �� SIDEWALK AND 5'WIDE CONCRETE ANDING iWI . 1 B • . 2'-l �= . illgSEE DETAIL C-{20,TIP O 10 S I I I . R=2' EN 'DELIVERY AREA-NO W BITUMINOUS CONCRETE • ENTRANCE CANOPY O PERMANENT PAVEMENT PER pETA1L WITH COLUMNS ' PARKING.SIGN #418(TYP) W 20/_24�- I < Regy+N I a NA'.ILLA,E GREEN I LLC - AP • DEED B'K 28200 PG 1DD 'ii- 10 O CC•4, n \ , e...\ �J m I. PARCEL ID 332 010 DJI II,T,gO, 29�U,T-I+V•�•+-G-- i 13.4 �1 / I v 011 I . SJ yf Ww ��iIL =r'J 174.4�' 3'CURB OPENING W I, 1lC {� - ASPHALT APRON.TYP. �, 6 (SEE DETAIL/415) ED _ �� HG•. ► . Ww _�" I I O1'Z , ENTRANCE CANOPY - _ E -( X - ��� WITH •COLUMNS 222.46 <<=�- J - I 7.. I ' ft OL "Millia 'PROPOSED COLUMN,.TYP. PROPOSED UMBER EPROPOSED ,2/ �_20 A �S$AG_,D) 5,5'WIDE CONCRETE GUARDRAIL SEE DETAIL 1 zSIY7REIIINE,TIP. n¢ `2A' f8U1t0 I MIONOUTIiIG CURB. SEE -9� F / w e) C • j S - _. ,�� ----6O DETAIL/C-421.TYP / ••••:...... `RACEN 598LE 1 13 4' ` l f-' �Pr EN • - I r z • ` V - -�.�" ` - r VOSi.APk B ,S. _ F- f_ BALCONY ABOVE _ ' (13CONCRETE PATIO AT •:Q.) CGRADE.TYP.'._�..-- �r I / cts I (ram•') 6 1 / Lr."--)--) 3'CURB OPENING W ++,P r.J'�� _ - _ _i - - - \ • a n 01 LI ASPHALT APRON(SSE �I !`�-' ~ `I- -� I § w DETAIL/415) ,Y. - tif���- -.- -.................. .. I o'g S O cc: ) ____-----__,...--.--- , . 1 • 11) - -u ... -a A ' _ _� - --- , - . J��� I - o m cP SIR 2. \ • 4 'es 4 4 '.. n `R5-1 ��l•Rl-t 1, -_ t\. II __- -I- �� SHEET TITLE R3-2/RS-1 -- • ry DOUBLE SIGN ��--��- R3-2/R5-1 _- - I \\ Layout and - -L- DOUBLE SIGN _- \\11 • _ -- - CGB \\� _ - - - \ Dimension Plan SANCIIT UNE --- - . - . . o - i/ _ p�'�E _ -_,�- _ \ SHEET N O m • KGB______-____- - �ENCE ioo w�PE. I I V3■0 �_ _ _ _ _ - INpEpEN� _ - _ I S II - - _ _ ^1 Y • , I DATE: FEBRUA=Y 25. 2016 _ _ _ 20 0 20 0 1 II II _ f �� • 1 SCALE IN FEET _ _ SCALE: 1-= 20' N a ��- �- 1 DRAWN/DESIGN 6Y: sou CHECKED BY:WE o m �- 1- _ _ - 1 JOB-NO: 2015-053 C A D D FILE: 20I5-05311M,dEq 0 m CONSTRUCTION SEQUENCE / 9. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A 14.COMPLETE FINISH GRADING AND STABILIZATION OF SITE. PLACE FINAL PAVING COURSE ' (1)6'DATER LEACHING FAOUTY�4 �f -- ,t I Ir." II MINIMUM OF ONCE PER WED(. (1)B'DIA x 6•DEEP BASIN \ `% - BARTER NYE Oa Z // 19.REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES DRAIN MANHOLES PIPES AFTER WITH 3'0 STONE SURROUND UP it L., %r _. Ii .-. 1.INSTALL SILT FENONG AY BALES TO ESTABLISH THE MIT OF WORK AS SHOWN ON PLAN.10. REMOVE SEDIMENT BUILDUP AT EROSION CONTROL DEVICES AS NEEDED.REDISTRIBUTE COMR577 N OF CONSTHUCTON. REMOVE ARO REGRADE TEMPORARY BERMS,SOURCES CHECK RIM=BO.Oi:INV IN=55.2{ // II M / MATERIAL OVER SEE IN CONFORMANCE WITH EARTHWORK SPECECATIONS. OHMS ETG STAEBUg OI9NR9E0 AREAS TOP d•SLAB-57.00 .' EXISTING RUNOFF P,ATTERN'ON II ENGINEERING & ›'' 2.CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT FONTS OF EGRESS FROM THE SITE , TO'OF BASIN-58.33 ,': ^ IrpftY ptlNN R••+7.10 BE I I �J ''� DURING CONSTRUCTION. II.ONCE ALL AROUND ALLE STRUCTURES ARE INSTALLED,INSTALL FILTER FABRIC AND STONE OR 18.CLEAN OUT ALL SEDIMENT FROM VIM BASINS AND OUTLET STRUCTURES REGRADE TO BOTTOM O-BASH-50.33 E /MAINTAINED. E'FLOW I I •7 (I HAY BALES NEW STRUCTURES AND MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE CONTOURS PER DESIGN. INSTALL FINAL 810-RETENTION CROSS SECTION MATERIALS IN .BOTTOM OF STONE49.83.'- ,'711 DIRECTION ART. I^ II SURVEYING I DISCHARGES FROM DEWATERINC OF EXCAVATIONS SHALIC NOT BE DIVERTED DIRECTLY INTO AND VEGETATION IS ESTABUSHm. ALL OUTFACES SHALL BE STABILIZED'MTH STONE STORMWATER MANq(.EI.IENT BASINS STABIUg ALL SLOPES AS REWIRED. (SEE DETAIL C-I40 �� - _ 60 C3(64,9 _ I I II ANY WETLANDS OR EXISTING STORM DRAINS WITHOUT PRFiYYYRRREEEAAATMENT VIA SETNNG BASINS. PROTECTION AS REQUIRED, CATOH BASIN(W/BEEHIVE CRATE O 0 FOOT TRENCH DRAIN ul I 17.UPON EST ) CRATE ELEV-8{.O] PEO W/ LL g' y ABUSHMENT OF PERMANENT GROUND COVER AND APPROVAL BY THE ENONEER, RIM ELEV-83.00 © O' 4.INSTALL HAY BALE CHECK DAMS ALONG CENTER.OF PALES AT 100'0.E..AS NECESSARY.12 ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED MN TOPSOIL SEED AND REMOVE HAY BALES h.SILT FENCE. STUBIUZE ALL AREAS'WHERE HAY BALES WERE REMOVED. - O.6x TO OUTLET PIPE b I Registered Professional Engineers• MULOi CR CURLER AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES CN SAID SLOPES FORA 12'CLIP INV=58.63, CHANN0.INVERT AT END-8 7 "2 `O LT I 9 9 "TA _I,x DETAIL C-113 ,' CL O I,I I '� II and Land Surveyors "TA C EQ 14 DAYS OR GREATER. ALLISLOPES SHALL BE PERMANENTLY STABILIZED AS SET FENCE.TYP. •✓Q-_ vim, S.REAR AND GRUB SITE WITHIN THE LIMIT�WORK.� REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL CARDING. (PER DETAIL/822) -- � ` �� 6 A �_g . -�� Y � e g ' 8.CONSTRUCT SHOUT INFILTRATION BASINS AND RAINI.RDENS AREAS TO WITHIN 1 FT 6 I] PROVIDE SILT FENCE FOR BIORETENnON/INFlLTRATON PROTECTION.INFILTRATION AREAS :�-_-�-"'�_ jcvF ., G 78 North Street - 3rd Floor LS�d- FINAL BOTTOM ELEVATION,BASNS TO 9E USED ASINTENT TRAPS. .-`- .� ^��.�s'''>''"" SHALL BE PROTECTED AT ALL AWES FROM CONSTRUCTION TRAFFIC AND SEDIMENT DURING , •f -- itil• �An - I `�I Hyannis, Massachusetts 02601 rr.; CONSTRUCTION. ' ' <. o.._ Q 7.ESTABLISH ROUGH SUB GRADES FOR PARKING LOAND BUILDING PLATFORM. `' +%"+(>� / y O -•- S •:•5---6 - .63.. ;:;)`!.SJ;:;,;_.;`::., ' `C Phone - (508) 771-7502 Z 8.PERFORM BUILDING AND SITE CONSTRUCTION.INSTALL BASE COURSE PAVING AS SOON AS j S�,.-.8`. \ X71.7 - _ ;:3: '(el,22�,:�):)$G:•� g II PRACTICAL T ` 3S J , \A ` ' .- 1 . { STORMWATER LEACHING FAOUTY _____- 35- _`�` `,\ p pp AT, 3 2 eefifi 71•• F u Fox- (508) 771-7622 - '11_ F6' 1 IA // I. <.3 PP.AT 2 'G�' I' !,.: 0 Z II www.baxter-nye.com Z (1)6'DIA x 4'DEEP.CEAOHING BASIN -- 35 X65.2 - . 7i LLyy :.:� 1 %� WIN 3'STONE SURROUND ---' 3 2}]0``• - =� __ .6'�-�-`W :::i:>: ::):;:;_ �1 I f I I -'/ RIM-87.673;TOP OF SLAB-BB.83 ^, ,AISS �+-T E' per _ / ' ;635 . !� ITOP OF OF BAS560 - ��a: _5 3 \I - I� "'l �?� �� ._--- ` - '�. STAMP. STAMP • BOTTOM OF BASIN-61.80 66' 8IX MAINTAIN Q,0%IN ///(�■BOTTOM OF STONE=61.30 - - �- 4F _ / ALL DIRECTOIIS _ 5 X85.3 y A 1 15F ��•� SEE DETAIL C-140 $�'6 N x'" �� LIMIT OF PLAN• SF ( 1O� 1 "-I ��� \ 1 WP AT /' BID-RETENTION AR a jS STABILIZED CONS•'UCnON ^ 65.2 1. 1 1 87 J . TW. SEE DETAIL E)OT(MATCHED). 'ER 1 88.'. ` / • 1S3A 63.7 DE7AIl C-809. <_ gyTRT0CC I a ___ /SF. °' /) Ma' LS; G 7; �: BTBTIC -7p T-pC 'i '.9 9 tP„1 O fi3O X6],'SF fi ik1 - -'-X.531 cr_-. -�T'- IB7."87,!' :20 BOC I 1. 5 __ T+ /,•\� C I H1 - SF 6 - ...�•��""'�' // _ - I::.D 8825 87..`�, .x 8' = H.P I GUT-N A I // 35'La ,64.1 11 --6 SF P" _ X70.6 6 G 87.7, . X54.10I '__� 1.6 / • ,,H e X65.2 G .. 1.81E S% 47 6 ,/ 1 1 /' CONSULTANT �' `' • '- �\ rK-9Cw''Y ;EE.q, ..v88gg33{{;; 7w d��g. Q(87FC SOUS FAOUTY n. _ 6. WI 6E 8. l e 11)e' Ix V. G _ _ W EN 6829 �66,2 4.ti 1 �I I X.2.0 12(3 ROWS OF 4)OULTEC :., J , .330XLHD H-20 CHAMBERS WITHIN .Tp �F�1 '•' - 0 1`� gytll x}1.9'L STONE FIELD XFti,3 lx '�'T % 1 88Z2 67,81 ROC �'� °. * s. ' t1'4 I / (3 STARTER,8 INTERMEDIATE, 79 . 6688. __IF__lG CI i-A. iW' s GT 67.]I BOO �� y� q, AND 3'END UNITS) ,�, / EN PI°° o e a e,J \ / ` T O. uP I I CONSULTANT 12'CPP INV.IN-80.13 65.1 1;r r"'11830�(/ X64.] q' "° 6' LEI 2'4CI•2,2 / -TOP OF STORE,83.13 DRAINAGE FLOW 'f J 8� loe ��ee 95,� 6g �� �( 'A°,°',c^ '=M,.. M5Y 6 ,X6].1 y',7 t0 h O. BOTTOM OF CHAMBERS-60.1.3 ,,_ UNE(TYR) G 6842 - O••' X ,°° c," �Q 8S ' / f'' BOTTOM OF STONE-59.63 •• tGG °%°� '°.,,,.' ,y ' l•/i m 4�', T x6s.3 • ,rv•` �� F' ,`a° 1 X 0.]0�/ 7.8 W/ONE',INSPECTION PORT PER ROW ::0.5 8].]I / _-•prZfGD M fl1 lJq-�' o-' t■ 684 W�- O�v'M�2 28 LF t2' 63.E / 6 �: 5 MAINTAIN QOIG IN 4Q,f•M_Gam' ,550 8: CPP pr 3i `--- PREPARED POE: ALL DIRECTIONS N' 24 lF 8•CPP AT 23I MIN. �.,.._ ,..;,...,,„.-„,,..4 - ' _ /1 iri I irgli I \ ab( ��. EIE�i`� ROOFDRAIN COLLECTOR 1 � `'�� /,'' /I .4pp l. ��e- INV OUT=8J.90 .T. f'(ll Tr.,SNM FAt]I rT • T ` 8]. '1 �66.0 A1....---...\. .8829 :: U. -L` r" 40 cor � ,, (4 ROWS OF 5)CULTEG �' I Independence Place, LLC 67 1,: : O ��� 6]♦;r ,• /' x1A0 H-zO CHAR S NiTHW D 1436 lyannough Road g ''._< `/ ;2J.S1Y=J3.87L ST ELDi Aw {STARTER,,7 INTO ATE, Si.G ,,,___:_,,,,,,I, • .�. �E:: �25 _ II AND 4 ENDANITS) I Hyannis,MA 02601 696 1X - sa x6a.R 84 D63, 6i • En` 66--` �� 0 :C O SF .Y$ F1'Ra ,` j51/ m BOTTOMP OFVOiAMBER � �7 6�� :{64 t+•`• / X 64.E 8825 _-_ _ /> S"� - y : 1-1 OF STONE-62.41 '.' -�l ` � SF -- 42 W.� s:' cAT�H iA51N fir/ P BOTTOM of sroNE- / }111 X1 6825Olt _ "64F' O Nl6y"'/ BEEHIVE GRATE WITH AlINSPECTION DIRT ` - .LLIx INSPECTION PORT.TW. O 4•Y/ �M E1F/-8290 PER ROW 1L 2{x, PER pETNL C217 �� y`�6+• -e -aLAR®-ENB 1MI7N Wy' 2'CLIP INVIWT_59.80 62.G ] _ 68E �T8 D -SF _q �{ RIPRAP-APLM1tL(TMY' 'XSS.Ts ) 1,4 �` `, _-` �. / y6-_�- sc ' J` 19 lF 8•WP AT Zx IN- .X 64D -5 INSTALL EROSION CONTROL j,(^ _ - PEDEJTN : 56.9 K �tl Ow. PRAP SW VF3Dt RI ALE' • ' X1°' - 1AG4.1 ' i -4 ROOFDRAIN COIECTO-A ��SF „RLANKET181 SL S/ PAD - C' PEA DETAIL%1T9-�-- . / 1 65� 8825 INV OU� _ S()C ,.ER TH ( �yl ��.. i _- __J i ~/ `' +] __ I 72 °°° �•n.� 4 SF INQ ORDER TO PRESERVE INFILTRATION RATE ALL `97 ='• -- .71, �'� gg77����p8TT 6. .__ - -A SF -+� AREA$CONTRIBUTINy-RUNOFF.�O THE PROPOSED', \:. 49.7 -X,511 • ''� I _ -\• '�` °`X• }_ 88E8 Bi•1 R _ INFlLTRARON FAOUTES MUST BE STpBIGZEO P,PoOj' .'11 '� - ___ / 'I ;' ,i y v AF Mi _ - TO THE FAOLIN RECD VINC.•RUN . - �> \\\��)] • x YO i ` �' I 8; -_ _., 8'Fl.ARED ENO TWTH .8MIAX4M LEAOBRG BASIN; /.]I ' '^` Ire I . � � 85 'S,.. ..>`. RIP RAP APRON ow) WITHVBEEHIVE GRATE,- h T _ •5A, • /, ,±,' 12 Au-_ _6G -' RIM,ELEVa50.50 1 __ - \ ' rTNVOUT-63.52 . \/ `\\ `_, .M6:20 .. �! .,-_ \ / OVERFLOWWLRIPRAP SWALE WIDTH BEEHIVE�(AI ATE NG ASN TOP OF,SLABASN A , T - - 111.--- E11 9. \ _BOTTOM OF BASIN-44. __�� 1 • \ it u. gc 8 \ - RIM ELEV=57.8 - �i _68 66 8 �P N ..t`7.50\....i'1 TOP OF SLAB,-58:3Q - I- -_ ,_ /. _ / Os $"•" , rd 571W BOTTOM/OF B8D511�e 61,63, /• �.,' `T - _ Tr) zs36sI„ . Qa ( P;�) 58I/1��. k szsD g6 -ti � I I m i ',-'---4, PROVIDE INLET PRO ON CPP pf'G811L y `•1�"I \�� -"- ,y 1 \- ' • /L.pJ' -1 -� _ PER DET�IJA CAL ry n CATOI BA9 W _ ` 8821x FOR-AC�CATCH BASINS SC /l��,xj� ( BEEHIVE GRATE/' y 8: rNp�' _ -�`_£ - �� SUF LYLt AILGP., \,.... ,:.I$P't • i ��� RIM ELEV-63.50 - _�� - _ I EL 55.02(NA .) Q CO c46 y''J'/� ----_--- 66 >>..- 12'CLIP INV OUT=80.75 AFE PP1N RKINGY+ �_ _ DIG` �_ Q Cr .�i: ''66.14\ '88 �y��;, �/ ,�- \\ ACNE L� /- _ N I `PROVImE IeniteY f5bs - ..;>: .;f.:,.:::'. _ ,. 7 - _r I WI J C LOVER OVER CROWN OF x6 6•?:/4oGFe 2.:: /i T _ 1 LL Et 0 . AL O = Q SEWER PPE TO SPOd�g-_ /: O ---' O O - C jL Jt6✓(.0 _ELEYAT10N5'SIGWN. S�� ill . .. L �E/ E / d d U T ------ 4 R NP $F�,_ r E/ 10-.'E°111#'x20'AREAS TO BE CLEARED AND I. I W co M C �,X T �' - - -� STRIPPED ROOTS TOPSOIL AND -. 'i C SFb' � E E // �� SUBSOIL AND BACI(FII'm WITH BEAN I 0 6) CO HH �E �� COARSE SAND-TO ELEVATION SHOWN. I C U OD _ '- STING VER120N UNDERGROUND e�� E RIM=57.6: - -\--- - _SSL- T �.GONDUI•-(4)a'CONDUILS �'E� -= r ��`1(CONNECTONS UNKNOWN) TOPSOIL TO BE 4'SANDY TOPSOIL. :•. x�E,� TABIUZED CON). CTION �� I I \ �l ED) CC a ` \'H D C� EXIT(HATCHED).PER �� fff---R W ` �_� =t.. _ -- ` DETAIL C=609 ��- S_�� ` pl�IvE _ -� - - \\ S ZO- _ STORIIWATER LEACHING FAOUTY/3: (1)8')IIA•{'DEEP BASH CE ICU• ;ry1GE -� - I \ ' WITH 2'STONE SURROUND • W 1 a I ' RIM-85.0 NpEN .� _ _ - \ INV IN-80.88 EP I. "j+�/ TOP OF SLAB-63.00 1 'Np E - - - - Ir 1 BENCHMARK TOP OF BASIN-82.33 - e 6 < VI 1 SURVEY NAIL BOTTOM OF STONE-57,83 - a 8 § a. W EL F5.90(NAVD88) (SEE DETAIL C-140) f - L19 (C RIM T 65.46 1 • ��'-• •- I I X X ✓'. O II 1:(CONNECTIONSUNKNOWN) - ` f • ▪ GRADING AND DRAINAGE NOTES 8.ALL PIPE OUTFALLS,STONE WEIRS,CHECK DAMS.AND OTHER DRAINAGE OVERFLOW T0.(CONTI: UNSUITABLE MATERIALS ENCOUNTERED AUAF'FNT TO SOIL INFILTRATION 16.TYPICAL CURB REVEAL IS TO BE 8 INCHES(FOR VERTICAL FACE)UNLESS EXCAVATION/FILL NOTES k k• • 1.DEBRIS,STUMPS,EXCESS,AND UNSUITABLE MATERIN9 FROM THE CLEARING& AND OUTLET AREAS SHALL HAVE RIPRAP EXTENDED FROM THE OUTLET TO THE LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING SYSTEMS/FACILITIES OTHERWISE NOTED BY TOP OF CURB(TOG)AND BOTTOM OF CURB(BOG)ELEVATIONS. 1.SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD - \ ' DEMOUIION OPERATIONS SHALL BE REMOVED FROM THE SITE MD DISPOSED OF IN A BOTTOM a SLOPE WITH A MINIMUM 10 FT X 10 FT RIPRAR LEVEL SPREADER,UNLESS AND REPLACED WITH SAND BORROW PER MHO M.1.04.0 TYPE B. WHERE' THESE ARE NOTED THE CONTRACTOR SHALL REVIEW TO PROVIDE REQUIRED BE FLATTENED(AS REQUIRED BY SITE CONDmONS)TO AT LEAST 1H:IV OR T • LEGAL MANNER BY THE CONTRACTOR OTHERWISE SPEC ALLFICA SPECIFICALLY"DETAILED. L STONE OUTFACES SHALL BE PROPERLY APPROXIMATE GROUNDWATER ELEVATION IS 244/-FEET PER TOWN OF BARNSTABLE REVEALS AND THEN PROPERLY TAPER THE CURB AND FINISH GRADE BACK TO THE SUPPORTED F TRENCH BOX OR SIMILAR DEVICE ALL WORK SHALL BE g g g § 0 SHAPED SO THE RUNOFF IS CONTAINED MTH THE STONE LINING SEE TYPICM_ ALL DETAILS FOR ADDITIONAL INFORMATION. GIS MAPPING. TYPICAL 8 INCH REVEAL IF TOC OR BOC LABELS ARE NOT SHOWN, SPOT PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA 2.DISTURBED AREAS SHALLBE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT 11.CPP-HIGH DENSITY POLYETHYLENE CORRUGATES PIPE WITH SMOOTH INTERIOR ELEVATIONS ARE BOTTOM OF CURB WHEN ADJACENT TO A CURB FACE. ' _4]SA • REQUIREMENTS.CONTRACTOR SHALL OBTAIN TRENCH PERMIT AS REQUIRED. _ <-THTITLE ®d O TRANSPORT BEYOND THE UNIT OF WORK. 7.ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED MTH 4- WALL TO MEET AILS N-12 PIPE SPECIFICATION OR EQUAL CPP PIPE USE SHALL BE 17.STORMWATER MANAGEMENT FAOU TES SHALL BE PROTECTED FROM SEDIMENT AND 2•AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS.GENERAL FILL $H E E T T T L E Ni 3 DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION,OR LOAM.SEED,&MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL ALLOWED AS NOTED,WITH A DIAMETER UP TO AND INCLUDING 24',BACK FILLING CPP SILTATION AT ALL FARES JUST PRIOR TO COMPLETION,THE SITE SUBCONTRACTOR SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL APPROVED ALTERNATIVE,TO CONTROL THE DUST. VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE -SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE STORM WATER TANDEM-AXLE DUMP TRUCK.THE PROOF-ROWNG SHOULD BE PERFORMED AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS SHALL BE .MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE AS DIRECTED BY A GEOTECHNICAL ENGINEER.NO FILL SHOULD BE PLACED Grading and EXERCISED(SEE ADS PRODUCT NOTE 3.119). _ UNTIL THE SUBGRME IS APPROVED BY A GEOTECHNICAL ENGINEER. C.THE SITE NECESSARY SUBCONTRACTOR SHALL PROVIDE ALL OO,B ON THE AND NETT-C E II.9 WITH EROSION XCELSL AN(ECB) CURLER DOUBLE BASINS,RAIN GARDENS ETC.AND THESE AREAS SHALL BE SHAPED TO FINAL COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND NET CURLED- II.98 BY AMERICAN EXCELSIOR COMPANY OR EQUAL IT SHALL BE CONTOURS AND ELEVATION PER THE PLANS.ALL REPAIRS SHALL BE MADE AS BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING 12.ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS REFER TO Drainage Plan FOR INSTALLATION BUILDING STRUCTURES,PAVING,STORMWATER MANAGEMENT AND THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND NECESSARY TOC THE PT TION,SATISFACTION OF THE ENONEER PRIOR TO PLAONG FINAL SHOULD MEET AASHTO DESIGNATOR A-2-4(CLASS III)OR MORE ARCHITECTURAL PLANS FOR ALL LOCATIONS OF DOWNSPOUTS CONTRACTOR SHALL ALL UTILITIES(INTERIOR AND EXTERIOR). PROPERLY STABIUZE ALL AREAS OF THE SITE. PROVIDE TE-INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6' TOPSOIL MULCH.VEGETATION,SEEDING ETC. GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER.AU_FILLS Q CPP AT 1.00X SLOPE MINIMUM,UNLESS OTHERWISE NOTED ON THE PLAN. MINIMUM • SHOULD BE CONSTRUCTED IN 8•LOOSE LIFTS AND COMPACTED AS l7 5.EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT 8.ALL OADINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR TYIICAL COVER SHALL BE 2 FEET.U.O.N. 18.ANY DEWATERING OPERATION WHEN REQUIREDCCUR AS PART O'THE CONSTRUCTION FOLLOWS,UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: IS TO BE TIED INTO NEW PAVING,OR WHERE ASPHALT IS REMOVED ADJACENT TO H-20 LOADING. PROCESS SHALL ENSURE ALL DEWATERING OCCURS THROUGH A PROPER DEW'ATERINC -FILLS SUPPORTING FOUNDATIONS AHD FLOOR SLABS,9910 OF ASTM SHEET NO ASPHALT WHICH IS C REMAIN.BROKEN OR UNSTABLE PAVEMENT BE REMOVED BASH(STONE,FILTER FABRIC AND HATBNES OR OTHER ACCEPTABLE MEANS)PRIOR D-1557(AA.SHHE T-180) mi AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION 9. 10 FEET MINIMUM SEPARATION SHALL.BE MAINTAINED BETWEEN ALL STORM WATER 13.ALL PIPE RECOMMEND SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE TO DISCHARGE FROM THE STE �� O MANUFACTURER RECOMMENDATIONS. ' 'nmi=La>L• LTa -TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE,95JC OF ASTM O DETAIL HEREIN,ANY SLWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY, MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC UNES•MANHOLES MC BD1HW CrR 0-1557(AASHTO 1-180) 8THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTACTOR IN THE AND TANKS. 14.AIL GRADING WORK SHNI.BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED 809 Boom Cr 0% -RETAINING WALLS AND FILLS WITHIN ROADWAY(BELOW TOP 24 INCHES FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT TO CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING. WHERE IT TAU. SUBGRADE AND SUBBASE),92'R OF ASTM D-1357(AASNTO T-180) DATE:FEBRUARY 25, 2016 O SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO 10.CONTATO CR TO VERIFY IN FIELD AU.,WITH ENGINEER PRESENT.SOIL INFILTRATION NOT OTHERWISE NOTED OR DEFINED ON THE PLAN,A CUT AND FILL SHA L BE BOOM X -FILLS IN GREEN SPACE.ROW OF ASTM D-1967(WORLD T-180) 9 REMAIN.THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL RATE AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALSLTR OR BLENDED TO DAYLIGHT AT COSTING GRADE WITH A 3:1 ROPE B FRB®Rmt RFVA1gM -FILLS UNDER AND AROUND STRUCTURES MANHOLES TANKS.VAULTS 20 0 20 0 BE ACCOMPLISHED WTIH AN APPROXIMATE 1,5X GRADE UNLESS OTHERWISE IDENTIFIED. COMMENCEMENT OF CONSTRUCTION(ASSUMED 8z7 INCHES/HR.INFILTRATION RATE).IF RO mum BFA ETC,MID PIPE EMBEDMENT 0X ODING•HAUNCHING AND INITIAL 8ACK FILL). • THE JOINT SHALL NOT BE ABRUPT. RATE VARIES FROM ASSUMPTION OR GROUNDWATER IS PRESENT.SYSTEM MAY HAVE TO 19.THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR 95S OF ASTM D-I0D7 AASITO T-180) ET BE REDESIGNED AS DETERMINED BY THE ENGINEER.ANY MATERIALS ORDERED OR QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING WORK.K. LP xel Part ( SCALE IN FEET CONSTRUCTION COMMENCED PRIOR TO THIS OCCURRING IS AT THE CONTRACTORS OWN LP WI MIT SCALE:1'= 20' RS r iS im LY 9'a1@ DRAWN/DESIGN BY:EOM CHECKED BY:YIIE N E ror RR THE • JOB NO:2015-053 C A D D FILE:20I5-1753GDAyg' O m I • NOTES: 10.VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR AU. 19.ALL COMMEROAL UGHTNG SHALL DIRECT All UGHT SO AS TO KEEP ALL UGHTNG WITHIN SUBJECT LOT.ALL COMMERCIAL I BARTER NYE .z UTILITY NOTES. VALVES. THEY SHALL BE CAST IRON,TAR COATED.Sl01NG TIPS ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON UGNTNC SHALL NAVE THE FIXTURE HEIGHT SET AT 20'MAXIMUM HEIGHT ABOVE GRADE.WIRING DESIGN SHALL MEET 1.CAUTION' THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-888-DIG-SAFE)AND UTUTY COMPANIES TO LOCATE ALL COVERS. SEE WATER DIVISION REGULATIONS. THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001'EXTERIOR UGHTING DESIGN'. . EXISTING UTILITIES,AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION,BOTH HORIZONTALLY AND VERTICALLY.OF AU.EXISTING UTUTES BEFORE THE START OF ANY WORK.THE 11.TYPICAL COVER OVER WATER UNE SHALL BE 5'.IF LESS THAN 4'OF COVER IS PROVIDED,INSULATE WATER UNE AGAINST 20 AIL UTIUTY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK ENGINEERING 8L , FREEZING IN ACCORDANCE WITH DETAIL/20S OR EQUAL. LOCATION OF EXISTING UNDERGROUND SYSTEMS INFRASTRUCTURE,UROTIES,CONDUITS AND UNES ARE SHOWN IN ANFIWNG OF TRENCH SHALL INCWOE 12'IN DEPTH PLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE `y THEAPPROMMATE WAY ONLY.OWNER.THE ENGINEER,AY NOT CR ITS BE UNITED TO REPRESENTATIVE.THE CONTRACTOR AGREESE SHOWN HERON ANO HAVE TO BE FU BEEN LLLY RESPONSIBLE O VERIFIED Y ANDBY ALL 12.WATERUNE INSTALLATION REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS ENDS OF UNE VALVES AND SURFACE TREATMENT SHALL THEN BE REPLACID IN KIND. I SURVEYING FIRE HYDRANTS.PER WATER SUPPLY DIVISION REQUIREMENTS RESTRAINED JONTS TO BE INSTALLED PER BARNSTABLE WATER DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAIWRE TO LOCATE SAID SYSTEMS INFRASTRUCTURE AND DIVISION REQUIREMENTS. 21.SITE CONTRACTOR TO OWN ALL EXCAVATION,TRENCHING.Al BACK OWNS FOR ALL UTILITIES AND MISCELLANEOUS WORK UTIITIES EXACTLY.IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION,THE CONTRACTOR SHALL NOTIFY THE INCIDENTAL TO THE SCOPE OFTHE PROJECT AND CONTRACT.DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE �`I II ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS VERIFY IN FIELD THE LOCATION AND INVERTS OF - PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE 15,y WATER,ELECTRIC,GAS,TELEPHONE T DATA/COMM AND RELOCATE IF CONFLICTING SYSTEMS, PROPOSED INVERTS PER THE 13.IF RESTRAINED JOINTS CAN'T BE USED DO TO PHYSICAL CON57RAIN75,ONLY AS SPECIFICALLYRE APPROVED BY THE WATER I II Registered Professional Engineers ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE AU.UNDERGROUND SYSTEMS INFRASTRUCTURE AND UTILITIES AS DEPARTMENT,THRUST BLOIXS TO BE INSTALLED AT ALL BENDS ENDS OF UNE.VALVES AND FIRE NIURANIS IN ACCORDANCE 22.ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE.MTH THE \ If 1 and Land Surveyors y C REQUIRED. DETAIL#301.CONCRETE THRUST BLOCKS AS REWIRED,CONCRETE SHALL BE 1 PART CEMENT TO 2 PART$SANG ANO{PAR15 CONSTRUCTION DETAILS PROVIDED IN THIS PLAN OCT WHETHER OR NOT THE DETAIL NUMBER IS SPEOFlCAIIY REFERENCED. 4 I COARSE AGGREGATE.CONCRETE CASS'C WITH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MINIMUM AGGREGATE SIZE OF HYD {I ` Z 2.12'MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTIUTY CROSSINGS. 1-1/2'.THRUST BLOCKS SIZED PER SPECIFICATIONS ALTERNATELY PRECAST THRUST BLOCKS TO DIVISION SPECIFICATIONS MAY 23.ALL COVERS,CURB BOXES GRATES AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. (RED) n 78 North Street - 3rd Floor BE UTUZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNOISTURBED TRENCH l IIIt F`-. 3.A MINIMUM 10'HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER UNES WHERE WATER LINES WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS WHERE UNSUITABLE BEARING MATERIAL IS O Hyannis, Massachusetts 02601 •,;y • CROSS SEWER UNES THE SEWER UNE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18'BELOW THE WATER ENCOUNTERED,EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. 2,H O LL' II LINE THE SEWER UNE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER UNE AS POSSIBLE WHEN O I is J • UIT E.LITHE SEWER TO ACHIEVE HORIZONTALRE AND/DR VERTICAL SEPARATION AS STIPULATED E BOTH THE WATER UNE. 14.BARNSTABLE WATER SUPPLY DIVISION APPROVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED.COST OF THE II Phone- (508) 771-7502 z SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-UNED DUCTILE IRON PIPE FOR INSPECTOR STALL BE BORN BY THE CONTRACTOR/WATER SUBCONTRACTOR. .- PIPES I� ONE FULL 20'PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH 15.AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACHUSETTS BUILDING CODE AND APPLICABLE NFPA Fly = I I II Fax- (508) corn 771-7622 Z SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE.BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 REGULATIONS "„1 www.boxter-nye.com z PSI TO ENSURE THAT THEY ARE WATERTIGHT. Q m I III 4.SEWER MAINS TO BE 8'MIN.SDR-35 PVC WITH A MIN.SLOPE OF 0.40%UNLESS OTHERWISE NOTED. SEWER MAINS AND AND16.PAS AP A STORZ OR OTHER REPAIRED FIRE REFER T ARCHITECTURAL.0 CONNE ./MEP ANDA THE LOCATION FO AS SHOWN ON THE ANDDN w Oo 1 N I I II m 1 STAMP S T A M P SEWER FORCE MAINS TYPICAL COVER OVER SEWER LINE SHALL 8E 8'. IF LESS THAN 4'OF COVER IS PROVIDED.INSULATE AS APPROVED BY THE FIRE DEPARTMENT. TO MEP fPE PLANS FOR LAYOUT,DETAILS, SEWER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL/205 OR EQUAL SPECIFICATIONS OF FIRE SPRINKLER SYSTEM. I \ I 17.GAS.ELECTRIC,DATA/COB IS SHOWN SCHEMATICALLY HEREON. ALL LABOR,WORK.EQUIPMENT AND MATERIALS FOR \\\ w }p 1 Z J I E�O IL__TEL.PEEL. 5.COMMERCIAL SEWER BUILDING CONNECTIONS SHALL BE 6'MIN.SCHEDULE 40 PVC.U.O.N.,AT A MINIMUM SLOPE OF LOX INSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. UTIUTES SHALL BE INSTALLED \ 6 O li I O� U.O.N.FROM MAINLINE TO BUILDING. ALL PIPING FOR COMMEROAL BUILDINGS SHALL BE PER PLUMBING CODE WITHIN 10 FEET WITH A MINIMUM COVER OF 3 FEET U.O.N.OR OTHERWISE DIRECTED BY THE CONTROLLING UTUTY COMPANY.CONTRACTOR PROPOSED SECONDARY 1 \-fJ` O Ogl �LI9 P. OF BUILDING. SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTILITY COMPANY. UNDERGROUND SAME TRENCH) I " CC �i�yT ONLy PER PLAN 8 8.ALL WATERUNE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES.REGULATIONS AND SPECIFICATIONS OF THE 18.POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL -E32. WHERE A DESIGN . . IL I E 1+ I� BARNSE CONTRACT WATER DDIVISION N AS AMENDED TO TO PRESENT.DIVISION SHALL HASAPP AUTHOR'TY TO AMEND MENDSPECI ANY BY THE UTUTY COMPANY OR MEP ENGINEERS ARE PROVIDED.THOSE SHALL SUPERCEDE#C-832. NEW TRANSFORMER ELECTRIC UPUP 11 PGdE'`. THIS P II WATER DIVISION ARE HEREBY INCLUDED BY REFERENCE AND ATTACHED AS AS SEPARATE DOCUMENT. O p r' 7.WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52.U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS II, SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT AND APPLICABLE AWNA SPECIFICATIONS ...------ DOMESTIC E I I _ SERVICE TO BE 200 PSI CTS PLASTIC UNE U.ON.,TO DIVISION SPECIFICATIONS SLEEVED WHERE REQUIRED. E I I I I II CONSULTANT 8.GATE VALVES SHALL BE MUELLER ONLY. IRON BODY,BRONZE MOUNTED.DOUBLE DISC.WITH TWO INCH OPERATING NUT WITH PROPOSED B'DI FIRE SERVICE E = 33 O /• ii. I MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT TO ALL APPUCABLE AWWA STANDARDS. VALVE PROPOSED NATURAL GAS SERVICE O - I I I) SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PS TEST PRESSURE AND SHALL OPEN LEFT. PROPOSED 4'DI DOMESTIC I I '1' LOOPED AROUND BUILDING.REFER TO WATER SERVICE 1�iT 9.VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM,PITCH OF THREAD.GASKET SEATING PLUMBING PLANS FOR METER ELECTRICAL AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS ALL VALVES LOCATIONS TYP. COORDINATE WITH _- PULL BOX II UTILITY COMPANY FOR DESIGN D �F - It, C' CONSULTANT SHALL BE WPROVIDED WITH' IS THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH _�-� G C � 2 II NEW'0'RINGS WHILE THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. - O v sV.. PROPOSED I } HYDRANT .111111% .----- i I I pO II Z 11\ �l -_ 'W E �' \ o N PREPARED FOR: 9'5;g4 11 / . - � '\ o �( 4 II 3 Independence Place, LLC tr __ - C E 1 1 �� I �\1 a 1436 lyannough Road ELECTRICAL � 33 A ewa PULL BOX �i E -� c 11 I I O -, Hyannis, A 02601 ' IJ I 7.- o I� S M E/.........EO • ° 'Leg,, % E G J / , M 8'FIRE SERVICE .Ali\ • I INTO EX MAIN WITH 06 • 8'a12'TAPPING _ r, ' _ a I I I SLEEVE AND 8'GATE I G G „� .g0:il o VALVE I Z �EN d'b_' `� I r' �°C DE 4'DOM.WATER 1 , G G '1 ATER METER PIT ^c W' U��¢¢° Oil O o'�°°°' °8d• I I I�IASERVICE INTO EX. I -� SIN(dE 91E G °I�� 1- W=e"Ib °' _ I13 TAPPINGAIN TMSIEEVE,AND LUMINAIRE(TYP) / EN f°°Rpe° °�'°`11 I I IM1'GATE VALVE II w l� D. JP EN FCC STORZ LOCATIONets° a MW O O 12 WALLPACK O °��'° a r . \ , .c., ./..., LpMINAIRE(TIP) 1- S II s UN12 N, 50 1 I z m k ��' 19 w MW ff. C ,,W 8'CI SEWER,FIRST 10 FEET n ILO •\ i I I I N • PER PLUMBING PLANS '= k. :0 DOUBLE HEAD SITE S " O -T .OS E 1Aw O LUMINAIRE(TOO) 0 RO a R. .8 I 13 lF B'PVC SEWER FROM 10' U�� li #I2 0 R+Ba7.RR 00 OUTSIDE BUILDING AT 0.85X SLOPE; R = p ' Al N C • IN .64,89 BLDG .'5 INVERT=6500 AT 10 OFF BUILDING `� O O GUN 84.87 Sal O I. O _ i F / r C Q . / ,� r = og 1 0 3 _ • I I / cn co S aj i ��//� �� o O PEDESTAL ON GONG I p O O II � ` C /a Vim„ c9 0 PPD : I I O co 1 li G CONCRETE ENCASE 8'SEWER 5 � •"'°p•'=~i \ O �O / 2 (, co WHERE LESS THAN 30'COVER/ pa° 101111 1 ` I O ,�W • T T EOP • O • I �' ° E O /� \I / _• --7 _ I - r � t� II a � � _ a m ,�R- T {/j/ 8 8 • 00�`/,, b i - 4a" 63.6 / oS UScn. T T f Y�� II II , /CONTINUED `- E " q o „ e' SINGLE STE LUMINAIRE(TIP) v _ \ CB H F2-WBr- 1- �� TNT RIM=67.92 II II �-_ II $MH 1 $AMPUNG _ 6 / TO FIXTURES AND FINAL LOCATIONS /� _ I I INV 9"iAOULH Ti.]Z / o m F • TO BE DETERMINED BY WA°°, Q • �PRKtNGS T -�� i II R8S.{9( , a TWELECTBCALENGINEER e• p ON� m PE t 3 IOJT64.02 EX SNH / CB , 8 = \ o al" UNE __ _ --I - y //j __ ./ - r T ��RELOCATE EXISTINGt'n - O SEE CONTINUED f T -f.( -! _E I --�� U, 1 PAD Y#16• HANOHOLE a�' ' Z �J PLAN.THIS SHEET \': ��T - O E / 3 p = �, CBFNO�-�� �-T � � �E :Cr' Yp0 ISHEET TITLE "� - -.T �_T l-E .�^E / / IFY DEPTH OF EXISTING TELEPHONE C ` T T I - = 1_ '- E E -_ �� \ �j �/ .�P�O ANO MODIFY DUCT BANKIF LIECESSAFRY_ Utility Plan H RELOCATE EXISTING 1- • II g E O E DUCT BANK AT StWEW CROSSING IN FIELD, HANDHOLE '6TINC VERIZQV UNDERGROUND _E E��E �� CB RIM=57.67• -'E -� UJ EC _ I CONDUITS-(4)4'CONDUITS Fr s.E- �� \�11(CONNECTIONS UNKNOWN) E E E/ E E I A ; -'c j EXISTING TELEPHONE ZI --_--E. -� - • h EOP H" __CCB /� '- W SHEET NO L I D.D�• <//4 • oo w - - 100' WIDE bII ®�CB FIM=65.46 x a __-__-__-___--___La__ - ul SINCE• , W ��, II 1j I(CDNNECnoNV UNKNOWN) QI DATE: FEBRUARY 25, 2016 P S / p $MH RIM=63.Si - \ - _- - 20 - 0 20 - 40 O / Z BENCHMARK �NpE EN r- G -J G INV 8'PVC=5.'.42 Ii, \\ -� \\ --DTI - SURVEY NAIL • w `N�' ��- - _ 1 SCALE IN FEET = G NEW 8'PVC INV IN=6S.52 p^' ® CB RIM 65.46 EL.65.90(NAV098) _ G �_' ( I SCALE: 1�m2U a (CONNECTIONS UNKNOYM) ~ -' 1 DRAWN/DESIGN ST: STY CHECKED BY:PM a1 - - - __CMG- _ Continued Utility Plan =20' ,..1, E 1 MI •J JOB NO: 2019-053 LADO FILE: 201$-053Ird.g IT O O m • • BAXTER NYE z • OPERATION/MAINTENANCE PLAN ENGINEERING & ›-' SURVEYING > Z a 1 THIS OPERATION AND MAINTENANCE PI AN SHAI I RE PFRFORMFD RY THE GENERA' - fONTRACTOR DURING CONSTRUCTION OPERATIONS AND RY THE OWNER ONCE THE 4.8 FACTURES ARE COMPI FIFO AND PUT INTO OPERATION: - Registered Professional Engineers g?�� 2.PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE• and Land Surveyors ITA L INFORMED THAT THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER2 NORMAL CONSTRUCTION ACTIVITIES.ADJACENT PROPERTIES AND STREETS SHALL BE 78 North - 3rd Floor PROTECTED FROM EROSION OR SILTATION CONDITIONS. Hyannis, StreethUsett9 oor .y • 3.INSPECTION AND MAINTENANCE,AS OUTUNED HERON,SHALL BE PERFORMED FOUR X T' TIMES WITHIN THE FIRST YEAR OF OPERATION. THENCE,INSPECTIONS AND MAINTENANCE Phone - (SOH) 771-,7SOZ z SHALL BE CONDUCTED ON A SEMIANNUAL BARS(C2 TIMES A YR.)AND AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. Fax - (508) I71-7522 414 Ci www.baxter-nye.com Z S.ACCUMULATEDDEBRISIN CATCH BASINS,RAIN GARDENS AND LEACHING BASINS • SHALL BE REMOVED BEFORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED OFF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/HOODS SHALL BE IMMEDIATELY REPAIRED • OR REPLACED TO ENSURE ADEQUATE FUNCTION. S T A M P STAMP 5.A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES,CATCH BARNS, RAIN GARDENS LEACHING BASINS,PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL CONDITION OF THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT.DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. B.ALL OUTLETS.DRAINING CHANNELS,AND SLOPES SHALL BE KEPT STABIUZED. ANY EROSION SHALL BE REPAIRED IMMEDIATELY. CONSULTANT 7.ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SWM BASIN BEFORE IT EXCEEDS I'IN DEPTH.OR AT LEAST ONCE EVERY 5 YEARS. ALL DEBRIS OR ' DELETERIOUS MATERIAL SHALL BE REMOVED FROM OUTLET STRUCTURE AND OUTFALL " APRONS BASIN SLOPES SHALL BE MAINTAINED WITH A GRASS STAND OF AT LEAST 3'. GRASS SHALL BE MOWED AT LEAST TWICE A YEAR AND CUPPINGS SHALL NOT BE LEFT IN BASINS. ANY TREES OR OTHER WOODY VEGETATION GROWING IN EMBANKMENTS OR • NEAR CONTROL STRUCTURE SHALL BE REMOVED. CONSULTANT 8.THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED: •DATE OF INSPECTION - •GENERAL CONDITION OF THE ENTIRE SYSTEM • •CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN PERFORMED. PREPAR •A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE PLANNING _ BOARD UPON REQUEST, x . 9.MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITY SHALL BE IN ACCORDANCE • WITH THE EXECUTED INSPECTION AND MAINTENANCE AGREEMENT FOR PRIVATE. Independence Place, LLC STORMWATER MANAGEMENT FACTURES AND SHALL BE THE RESPONSIBIUTY OF THE OWNER AND THE ASSIGNEES. . - - 1436 lyannough Road 10.THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AT LEAST TWO(2) DAYS PRIOR TO THE START OF CONSTRUCTION. Hyannis, MA 02601 • • C 0) E r a Q 0 Q) c w 1n c o Q mZui h • • Lu o mii Oce N 0.)cncr) CO • a 0.121,3 - ;i me • mid =�i� , °.2.21 hi= a Ate?'_ z -- 75 8 z 75 s CONCRETE ENCASE WHERE LESS z e: THAN 30'COVER OVER PIPE CFHOWN Ii I'_ U PER DETAIL C-232B /_ PROPOSED GRADE u.u. L.g u CO 7 J 1.__ ___ ___ - I E%ISTINC GRAD\—/ \ 4'BLDG SLAB46B.50 _ a o w n o - - // ��_ __ - EUILDINC SEWER(SEE PLUMBING PLANS) .9_ \ w o 65 n `B'0 SEWER AT 0.4% I.O V—DEPTH VERIZON NUMBERCONDUIT `B'O SEWER AT 0.4Oi ��-NRNCO COIIPUNG AT 8'CAST IRON/PVC PIPE JUNCTION 10 OFF UNKNOWN. VERIFY IN FIELD AND 6'PVC SEWER AT 0.B4W BLDG.'INVERT46S.00 ®i®� z ADJUST AS NEEDED. 60 SHEET TITLE 60+00 0+50 1+00 1+50 • 2+00 2+50 3+00 3+50 4+00 Sewer Profile, c • Construction Sequence and SWM O&M Notes v, SHEET NO m - • PROPOSED SEWER PROFILE C5■ 1 o INCH =SCALES: 1 I NCH = 25 FEET VERTICA(ALLY DATE: FEBRUARY 25, 2016 (4 x VERTICAL EXAGGERATION) d SCALE: AS NOTED Ol DRAWN/DESIGN BY: SUM CHECKED BY:MWE E JOB N O: 1019-093 L A D E FILE: 20I5—OSAI/.d•g S 6 R BAXTER NYE 6 z • • • q4'OI4. $ NOTES: • I CRSS I nl 1i&d\ ALL gLnM6 SHALL BE DE9dED FOR ELBOW ENGINEERING & mLI F 'w HS-x0 LOADING. N /0 DIA mANHIX£'.. Z'COPOLYMER 0°avatZH01E STEPS TULLE :. „aTES R w T ,c SURVEYING ALL SECTIONS SHALL BE DESCNED FO DEPTH TRf STRUCTURE. ALTERNATE TOP OAP I H-20 LOADING. 3.PROVIDE•'Y KNONO rTs FOR PIPES MTH (STEEL REINFORCE°FOR H-x LOADING) ((TFRNATE ECCENTRIC CONE ADING N 2'x x.0.EARAVcf O ouisDE PIPE. 'f;++'I.H • 2.COPOLYMER MANHOLE STEPS SSHALL BE (STEEL REINFORCED FOR HS-20 LOADING} MORTAR ALL wvE CONNECTIONS WP P� Registered Professional Engineers INSTALLED AT 12"O.C.FORTHE FULL DEPTH or THE STRUCTURE. x. - and Land Surveyors • GggpE mI 4.JOINT SEALANT BETWEEN PRECAST SECTIONS • Aq Opp yyE S' 3/'DIA. B" _ L I. SHALL BE PREFORMED BUM RUBBER. - SURFACE S • qµ CCESS I 1 PROMDE•"Y KNOCKOUTS FOR PIPES WITH TREATMENT GPP PONE f z x Ax.CLEARANCE TO OUTSIDE OF PIPE. a-DA.CATCH BARN 5.CATCH BA9n FRAME AND GRATE• (VARIES-ffE Pun) 78 North Street - 3rd Floor Lhb�u Z MORTM ALL PPE CONNECTIONS SHALL BE SET N NLL MORTAR BED •, LOAM k SEED • NOTE 6. ,, /JONT SEALANT BETWEEN PRECAST SECTIONS ALTERNATE TOP o AP ADAIST TO THROE WITH CUT BRIX AND �_ x_C- _ 2_0- Hyannis,Massachusetts 02601 ,r•„t SHALL BE PREFORMED BUM RUBBER MMr4R(2 B%CQURgS TYPc4LLY, O r rO'' ON19H (STEEL REINFORCED FOR HS Z0 LOADING) 3 BPIX CWRffs MA%wux) , ♦,,� & • /r pE�PTR _ BOUMWIxE 4 STANDARD FOXHOLE FRAME AND COVER RiAOE C 3: °p 6r ES � H� vAmes Phone - (508) 771-7502 z $im == M KEO'DRNN',STALL BE N ACCORDANCE 1 1 SQUARE I fi• I `/ �.?,., ,•®,��". MIN MundP4L.AND/OR STATE - e a Fax- (508) 771-7622 -c Ca SPECFICAnONs 45 aPPUCABIE SEE '.0141,1,1;0, •SEE PV„9 MROc FINAL BACKOLL- ' -,1'�`��.•� r I vaWT9a1r40 ooTHswr6lmR j .STEPS SEE 8.ORMn M4nHOlE FRAME an0 COVEa n01E S wuM NG TAPE �' •�• P E PE A„0 ORDINARY eoRRow(M 1 v,.o) �:, ��' ����`� w Y r 0 MOW m O ? www,baxter-nye.com y '$•' OTE 2. MIL '„.z FOR /r/ w V`ul a.�P15�T°ETO GRADE mnHM0.aTT BRICK AND __•-=: w AP CABLE \\/ . \ ♦ nlilBWaR QZ„,„.4\r NOB06 Ar D011BQ1I lOCUgWS (2 BRCK COURSES TRC LLr $<°6$ EB0SE A rnaa :i$ UnuTT \/r $ ♦ \r♦r' !\�� c♦ �:Y<'/♦'r•�r♦\ s eR CK COURSES MaxxuM) �F •LABARan Lr 240 `�' - ` ♦ ♦♦` STAMP STAMP NM '�d bl CR EQUAL ,'53u \ � &w .. W d9 ♦ HAND TAMPED -' CO ACTED Fl1ISIHEp OYOE -51.11111.111 SEE NOTE/ •ENGINEER To O PO NAIE U B •l®£BMroW µ A n L BACNFILL PR .•% I 3 V-SEC ` ,\` SUBGPAOE a➢STONE PRN%<TION rg fff NOTE♦ /43020-2(" c a,m{a \ ♦ A w• fi OF x CR• (]0 CBS.Mn,H23 LBS ) • ••W` r OCTET aNO PPE CrnvE HOOD II OUTLET " CRATE) 5o n3 \♦� ! I fi . AMPED ; . DIP,vMIEs(JO'M4%) OR EOIAL gi �j'D°u�"a. ..Oy, ••• U $ WB0RDN tK-u0 9-1 ' / DIA. _ • ", BEDDING SHED STONE 6'ICONCR2 SWMP PSI TYPE 11 CEMENT YwlW.bl/IDt$320pYp m19ROI1L mU111G RC m OP m AOD9r .�>% ACTED OOIFBtlIR IBFR m 4011010E 11IB RA IyRRLL(ND�RtlIR MA o -` DIA. A KED"Man" •WRY AWES •y01E OIQ�CPP PEE Hm O}BQR MYp81LS • 05 IF CI�.a� ODORS OR EQUAL B so x■��', VI. vAA FD UBORaOE/LUST BE NP uUM VP EW c I 60 WEE • $m rm. S� � UNSUBLE ITABLE NOTES NON-SHPINK 'ONE FOUNDATIONS MUST NANO SET FIRST LAYER OF RIPRAP INTO CONCRETE 111t W CP.DHOW OUT U WT UNDERCUT An°R CE FIFTH A SUITABLEBEDDING MATERIAL. 2. HAND CE REMAINING.RIPRAP AFTER CONCRETE HAS SET AND CHIN `-Ef.:.:��'•N :o s° c, $ 9 TI 12'COMPACTED • M SMALLER STONES vv 9i O �.' - MAVEL BOPROw 8"Q" ° $ • 8 •CONPACT TO 95%MODIFIED PROCTOR(MIN.)N 6"LIFTS(MAX.) as PIPE 4e w¢HOW CONSULTANT .\\\. p�N♦j.-v .•.`• `•., .A• ��z ••COMPACT TO 95x M00 RED PROCTOR(MIN.)N 6"UF'S(MAX.) COMPACTED ONLY IF UNDER PAVED,CONCRETE OR HARDSCAPED SURFACE PWRNO SHELF TO BE FORMED CEMENT CONCRETE MVERT PmIBM CSUBGRAOEOMPACTS (AREAS SUBJECT i0 VEHICULAR AND/OR PEDESTRIAN TRaFFltJ. LPP APE A SLOPE OF Ba IN GENERAL EMBANKMENT AREAS MUST BE PROFILE . AT PER FOOT COMPACTED TO BSx MODIFIER PROCTOR(Min.)In 12"LIFTS(Max.) IS COMPACTED ?4 `fi' • 'Ok •••FOR SAry TARY SEWER NA rvS 6•BEDgnG SHALL g BAIXF LLEO • NOIFS GRAVEL BORROW SU00001E0 t) 0'qB lg O�' WITH 3/6"COMPACT NON ANGULAR STONE N UEU OF GRAVEL 1 y 9JBMADE •••,•••••• SC BORROW PACT TO 95x MW FED PROCTOR N.6•PPE ONLETER(SEE PLANS FOR PIFE SHAG). CONSULTANT • III DRAIN MANHOLE nu. CATCH BASIN(CB)WITH GAS TRAP UTILITY TRENCHn.Ts c OVERFLOW RIPRAP SWALE SECTION IIIROOF DRAIN DETAIL DETAIL ITO-, DETAIL tte.` DETAIL DETAIL qa u.MAME x COUD COVER. • xs DIA.cI.FRAVE M sou°co000. PREPARED FOR: nRPLA-DRAIN.. BE PROVIDED • ARK '°RA. TO e D emice c A"S'T T I4iN1E"nn ASACCSET:°SSWN 0 SET i0 M FoR I.ORAp SH m+ "� • TYPICON AL,,UNLESS OTHERWISE NO C,• �"L UNLESS GTRm NANCE ACCESS. WUME m Ei iN DESIGN OR Hx LOADING.p EBARM Gx'FOR ux LOAD a lLac4nOry d BF ArEs Bdi,c coves M STANDARD)M • TYPE-A.0 LOADING.ANDMO)"Q z 1n RLA Independence Place, LLC 1.APVRovEO 0 GRADE PPROVED E0uAL. - ,0 w -"M SEE D snAu BE SET in Nu xNlrA+BED ro DE m2.250 DE, ." "m`°" N H DR ° HOLD. P ED a P 6 ovE6 1p c s ERMA OQQ liC7� 1436 lyannough Road ri lli�_ Q xL.TFA•6 •uln. �PLA.FDFID �� r,>„ r,.,,.;; r ,. °,6 ,.o\. l \.o,� _ N (--Qo D� Hyannis, MA 02601 s ps.i. v .RUE.c�^)0, r.,.��w _��/ wd��al% a e,`•gg�a a' '% � i6•Y. �2 .\��i♦,..\�:\?S,..4"�'\r\�ur!0r\k,54,.AA.'ri. � QO D `.�✓ .v•Ae C o : .'KJ LTD.tIs ILA O x n /\ f W SILL I b -g 5 K. • m O O R LAYER MASrONE rj • - • aR OH Q o m m 0 •I :.°b. ea a o m Q o o m o Imo ♦ PEA '°r."�41RZ%R, 44ge°?.a•,90 aQ B,v a Q m m° .°•. �♦ a-M:4. a •m e ., �•vn vP°a Ysa., Q • b 1 :°,� H MN. °P • A m 5: .� Wlsii '6 �9• • P i'w po. (.)Hxw1s \ .e�.: aag ae:" 1 6 6 '9%j`\ �1 O Q�p Q O _ () s"n e� � eA ,%, o L� 6,�' lam ♦. a'16 °? Sn DI] oQQ E 3 W .xm 2°°A. o B.$r 48'. 6 ♦ '6e, ° 3 O m o 0 o mot, µ m o o o m m o o 0 0 0 o m o .. la's, 'x° '/.-E'/r QE rJr' 48.'g b1's iJ� 0 P R . a I° 2 p a a:°°eP° v m J*a.,,/r aEan W.9m i��� <.0..�1°� N m b a v�°°. m m o o o m m • smn<wx NOSH W �T °�,0& 9• QQ�� :I''''',-.. v o 0 0 o mo ® m 0 ..`J'P.p�H :?m 0 m o 0 o m o. s E L.Dx vaost ,A••�/T 5 "' °.� 4.� 4.. � STONE(.vx•ems) OOO M 2i fir P ° ' m m • aFANp at na ma ' ♦ •:+ be. a T,� B:.° 4v .° 3/. H H/Y aF.•,H OO • • a„ \\ ..5.6.a a o 0 o m a.8m °° a D o 0 o m m•` <� _ Tv DE 'Mm.N."'.'°.R,,; PA®I ' A :' z°a m o o m m°-80 o RAR Awn 44 Evuu '° ♦r/°°'� :NNE. • \ O ♦ • o m 0 ° x°a m o m �♦ xMAA H.WR w EQUAL •�' • as - •'I'E] `LE'�AQaP B`P.: °Q° p m F °a o 0 o m °v e m°m'.p a m H'laua,w e o o m o' ♦♦ om 1 a ' ° � R° U H /? r♦♦r LET a sRUcrvRFs ••� _. °�3p d m o O O m m . ° /P A., <o�� •L 0.525 (��? o m m o 0 o m m e °: _ m o 0 0 [] m m a (C wrvc a swsMp 0LR :• .• ::;:,,,tit da �w �qg �' m•°d °.m•. Jrr 1' 1W 22.250 / - w \\ RED7 6 W4 J S Y7 , g0 \G "Elul • 22.000 6• W S} l\\/` FINES n`c6•. �. 0'• •°m m o 0 o 0 m D M w \\� fi 1 3 g $' °.'9°• .A°' /"/r..:.�a %•i• 10.0]s 1.500 l�� .a p? "a a @� .& pr ,,., ,,,r c/P d �a en s && • A?.MAINTENANCE. INTE AN E.NRAP 4/r . aV� •�v `/i N ee .2E \\?&& RAFI DnZ.TO ,m o..''p'� °'oo 0 0 0 o m m u& ♦♦* .r,,,, ,,,. ..�. `T°o8 keg. �: wiT�i` rOrr aka,.dam:ew ae;� ae�. ♦? �� MI r N 1i"dvz g`2 /\?, t°0, i M H. AL(WAF 0.s. .♦♦i. maaIRFACE LE000000 RASH mPt-FLOPI NFY[ _ _ aa3 g, �F 6 Orr °°0•° 0'4. j/ ;'? e`- meWs rn 1� S �m o CO 0 o m m0 & \ ,r. B • a r?'t ♦rr r/I11T,(\• zoo° r-? °. ::i�"�• I¢ 4.LY"- 6ol:a'.`I i::C:?'•"� iJir ^£ ,m1 e`td+o l9b> VALa,H �\♦*\\\6r♦\v, s,,s !"." '/ ,.2501- Agillaa inn% I N / rr r rrr / - r � �LTEA rr/`/irrri/✓r �i\♦i 4.4•••d ••r,fir♦♦/y/\♦G`\i♦♦i\��\\ ♦J.?`:O♦♦♦♦♦//♦♦/•p/\♦♦♦O,�-fir♦ ♦♦♦` �\�O�\♦ ( ) ..CA 3/ H H ACCEPT.. SUBSURFACE LEACHING BASIN CIYP)-PLAN VIEW T j. mR.12.PERFORMED 0,SET AFL /°srp,2H HR er ERE F,RCxEm Sueox•DE AS wm nrs 0.6231 /, 7 6.000 0 o"w "NEGEDQUANn:Y. "ten H,�Hm B,,HOC wQ.aR m - 000 a /%. C ,As 60.INp1 ORTARED N RACE. 1 CONCRETE.ALL BE CCOAVESSVE STR.GIN 4000 PSI.TYPE LI_AlmT. IRRLTRATIBLE B0040 ALL TI 28.250 a A PASS AREA CLEARANCE TO°Ormuz a PIPE HORTAA a1 Ts FOR PIPES HEAVY R x.%.CLEARANCE To OUTSDE aF PIPE MORTAR Au x,TH°PL SHALL BE NG. . NEEDED FOR vm�0-SEB°M,.EA.O TYPE R.SIN BOTTOM.FILL L00120RMFOUN➢BY INC.,BROCIfTON,MOOS. y, ,t.ME A a PIPfsRW OOL MEn 0101 0.AND/omOAAhGS 000003oHRs MAImA.91Au BE vm MxO-000 m.a4.o OTTO S. AM A cO,En 9R.L1 MEET WJNPvu ARO/w+STA OUT?AND OESSNED FOR R-20 TE SPECIFICATIONS PIPE CONNECTORS. °'LjAss� Dfsc m GIOR 050300 GRATE ro, IRyp, CO CO sr:(9CWRSEs 7 STMOARO mANHOLE FRAME k COVER.41 SE SET IN FILL MORTAR REQ.AOAIST- R(B"Ca0RSES AS 04.SPH.L9 02 RAFT 005 Laze-1/L220J wr.6-10-9/ HR5205•.n Q 0 ,x)..uuwf SWD canmETAE°BBLOCK MEN olsiW 1 sN TTER TTHHAHN ff1'_ AX.X.).°LA - C E:T: •-D. rt IDR a:L62x0-2 ix . CILGSA CO = N;lR F.6R1c SHALL eE InsT.UED Pm MAMHFAv,URms REvvMM9:oARVNs. SUBSURFACE LEACHING BASIN N.r.s. Rum F.6Mv WH,LL BE 1 "v LL°ELT' cFAL,rHRms REcwxmvARVN:. SUBSURFACE LEACHING BASIN WITH RAISED CRATE . =O z Q e.AC-n1xU • ns Ao-PI80 ER M.N �ErAIL r = CETAIL - ION 0) I ACCESS NOTES w CI) a3 -- SLOPES 0001 MORETENnO'H MaTEPo,L SE CFIGAnMS I I I.BASE SECTION SHALL BE MONGUTHIC ROTC DISTANCE v4R¢S NOTES 03 C Oy / \ AIEP AL SPEOFICanOH NOTES: iwl u _.I ag"O10. B 4090E 000CC SEE ORNnaGE PUNS cTAiNIX OPNN.ALL BE OESONED FOR -° L- I H�xoIXLOADING O pi TER MFFlLTEP°PEDSa To 2 AEI. LOTIONS STALL BE DESIGNED FOR • TRENCH OPaN E1E BALL�E Cr E R,59VE • K M �°` / YEa WnTUN AD NG r A I 2 uIAENGTH v i CEHIENT. f 1 ZO°F-JODTOvsaL LL - co"cRETE SiAHL BE COMPRESSVE V REPCE 5E Pa oaun TRENCH CIRMp SYSTEM , a v I It 1u I N I 0-40x ORGANIC MATTER n FORM OF LEAF COMPOSE Al I FORCED TOP SLAB °STRENGTH 4000 PS TYPE II CEMENT TREEATAENT I�1I Ir��I({I �RpR� �ryp l���ryp1��Ilyry�(�}II�}IIr{I�ryp l� ° OR A vED EQUAL e � LIIWB iI,.J13rt�xrn • -- VOLUME OF FILTER MEGA BASED ON IOx OF PLAN vCLUME TO ACCOUNT FOR (STE REINFORCED FOR H 20 L04CNG) q ES _i oo��Uo�aoR81]011111 111011UV�y11lPaagi STALL PEP MANUF m 5 3"SANDY iOP50l �' r� Fl SETTLING OR COMPALnIXL q WE STEPS SHALL BE RECOMMENDATIONSAC OU F[EEXF _ E H SAND LNG OR ENT SHALL BE GRAVELLY SAND THAT MEETS aSTM 0 4x2. FINISH 4. NSTALL 0 AT 0 C OR E FULL 3 Z MO55 ` 12" FILTER MEDIA PERCENT PAST NG GRADE DEPTH OR THE SrIRUCTURf / I A in STMX°i"ATE° mEAS. `yn� ��A xTl _^� //F xF100 70 100 I°I 44 E55 I B I 5 ALL EXTERIOR SURFACES SHALL BE OYEN �� /I �������������������������������������� ^'' ]'llFelca //• 50 40 CC TWO COTS OF eiLMnWS WATER TREXCH OEPTR ELBN F 3 ° r PIS nEELDED FOR -fe i" !'0 A d4o O 0 SEE PROOFING rMATER AL , ALL BE v a' • 011 0. RI 000LESHA.BE il;P VY1 Ir > 1x00 ] NOTE. A(v^-,.. APoES i i ¢ - S4N°MEETING SPEC. �.Y Y�Y DIE SOIL M%ARE AND COMPOST 9HaLL BE In ACCOap0000 mTR MASWEP 6.ALJOINT SEALANT BETWEEN PRECAST SECTIONS `` ` a AMAtE PUN m CRATE TO BE HEAVY Dory CAST IRON e t[t +t t 4f J ,1 .3/.To 1 WASRED SHALL g PPEFORxED BUM RUBBER. r" °d �i r/r"'�•r`�'� dRrAIH sEonEo NATTER,. . . , ATE ELEv. § f= E W P MHD SSHB 40 w,0 _cur CO •y LASHED sTaHE _ CONTENT TO BE]x OR LESS •`• STANDARD SEWER M D 8 8 a E B. * t J J :t 't ! M -ORGANIC MIX PH TO g BETWEEN 5.5 s.s $ ANXO S SHALL "" a j' T COVER MaRPED SEWER' ALL MEET /`- • STANDARD GArw Bn9n COMPATaBIE • o HO ORGANK CONTENT OR SONS TO BE BETWEEN,Sx TO Jx M . TRENCH OR.SYSTEx u A LLF .-Apt I ��. �c Pd _ rMEnCW�ap AND/OR 5141E SPECIFICATIONS Q y COMMON RL/ - '9 •w^ 2-PEA srowE ireti•; - 6'D0.S.40 PVC MVP MEDIA rEinNG bi k'b uCABLE S E%ISnnG SUB-fA4W TO ••••••• -:.••••• ♦ PERFORATED PHOSPHORUS NDE%(v-nDEx)RANGE 10-W �� nRPS4 SEE0. j ORpNMT BORROW EXO HORIZONTAL a w °\•����•.�:::::.:2.:::::::::.�:"'Vv PIPE(ON w"ERPIAn RE NEO1A SHALL HavE AN INFILTRATION RATE BETWEEN 2-3 In TE ` BE1NS•EGED AND '/�-mo'•^::.::.2:.::riT $HORN SEE PPOOY 0 FROM APPROvm FILTER mlavEnDORS. /HR w~ • °COVER 9H°ALL BE YTTRin°NLLRMORTM°Bm. • . CAE ALL OUTLET PLATE \ -6 w APPROVED BY ENGINEER '\*�,� V�• NEWS) Y ADJUST TO MADE m CLAY BRIO, • ;/ PROFILE �5-CPP AT,x o - Q yUI CH 1 AK0. AR 0 BPoCK COURSES % CAST-IN-PUCE Now CROSS-SFCTIQN fLOW AGED(6 MMTRs MIn.7 FINE SHRmOE°HARDWOOD uULCH.PONE NULCN AND WOW • GIMO s BRICK crouags MAxIMUM) 1 T' zaniRIXErH�pHE+c ✓; ��. oW Psl cw<RETE ani ,� t Po CLEAN WT S NNor ACOCEPTABLE� o // (TYPE a ENCASEMENT m t P CE 2 T INCH YER CN TRE SURFACE Or THE FILTER BED.MI%HALF NTO $•w • r r °BATH SLOPED CANNEL. PHp E SIEELWETMGEp RCHOPS O LA ERED IN n CUT An0 \ r• S P LNE NUM 13 nnEL S m USE AST POLYDRa n TRENCH yy SOIL FILTER MEGA Eu N SEE NOTE 6 AROUND PIPE ♦� I� EWE NUMBERS 0(00" i N< -MIME � SEE PUNS FOR W p96 u°p)aR) 61 MI FacE TREATMfnT �' / \( vE E rE IE E VEGE 1EU TE u NIFANAnY`9JBFAFE t'O[„ 1 ABLE wAIERTIGHi ♦\\ PPE SEE APPROHO0 EOU _ MR ES . O xtls° V r CH LAYER OF RIVER FIORE OR PEA GRAVEL TO SUPPRESS wEm GA IELT OR REEVE '/ ERR I N »�se Z G W1H OR TURF COVER ONLY SPECIFIED n DRAWINGS LOP SOR(FOR mRF FOVEI{L - 011 isatia:4411111; I`y''//// (( (‹ <<(/v</ SHEET TITLE n / � *'_ 4N SURFACE DEPTH OF LOAMY SAND OR SANDY LOAM TEXTURE,WITH LESS L \\\\\�\\ •• \\ \\\\< .Sx CAY CONTENT.CORREClEO PH S 9-6 S AND ORGAN G uaTTEP W i •�"_ Details •Plan //irr�60-ETE u¢ BETWEEN I sx LO]x 1 qA. COUPACim• 0� R� C // /i// ) / /` "v*� :.is TRW 'x {yAWI�� Ivu+lEs `/i//ir>r✓` 9JeCPAOE �8^°p°8° RRQp°Q<Q�¢ u ' ..,mr....dr «.. STONE E IN FOR E SUHLL S0 iPEGIf•..,....,.e.,.... aD 4p ` /I 4-P m°..w `V • ONE NCH ONE DERD g OWBLEWASHED 4N0 CLEAN AND EPEE R ALL FINES. • °y V •��W° LJ •B'TO 10.FOR STONE STORAGE LAYER, q • It WRET OMLES - nrfr REI � O 1 SEWER LANE SHALL BE"SILAIEO TEES minim.COVER AS REWIRED CONCRETE n PUQ SEES PLATS A1FAHAL 2E fi'DI0.SCH 40 PVC N fi'RLdO SCNEOVLE 4°PVC PIPE.OP 3/6'PEPFMAnMS W fi'OC. •`•" ` •• 8 DETERMINED BE By EVER.RE RES COVFA REWwEMENT SHALLocAL BE FRO CRETE Om rm SEE NOTES HFRE1n 0 LANDSCAPING PERFORATED RVE CWnECT EACH UNOERMAIN ON M ry O Sx SLOPE(dR EQU vALENT CORRUGATED HOPE IF .rl%) CANNOT BE By THE MMEIREST C0vER REWLATOn LOCAL OR STATE. 8 B° (SEE NOTE Z) SHEET N O PLAN SHOWN n DRAWINGS). SHELF i0 BE BPoIX / 1nTM i TO BE INVERTED ARCH PLANTINGS o LEACHING BASH M PERFORATED PIPE FOR LENGTH M BIOPEIENnON CELL AND PION-PERFORATED PIPE WD FLAT AT A m BRICKS LAID AS STRETCHERS RAN FOR P OTHER STRUCTURE.SEE q MM • PLAN FOR LOCATIONS AS NEEDED TO CONNECT WITH STORM DRAIN SYSTEM.TS AND YS AS NEEDED SLOPE OF 1-/FOOT AND ON EDGE. ° O a • AO°m°QP R GRAVEL BASE DEPENDING ON UNDERDRAIN CONFIGURATION.EXTEND CLEANWT PIPES TO SURFACE 12'COMPACTED IX CHIP AND - - V-• m aD° ``VV C6.0 • WTF4LL ORNERY 1ni0 SIRUCNRE L',� i:_::i:]liliiiii: v::iiii�'°'° M vEn1ED CAPS AT r5 An°T5.ANT CLEANOVTB IN PREAS SUBJECT TO -\` m GRAVEL BORROW MORTa OR CE NT 9i°0QP V,OQP A�� g0°� Zoe P4CTED „II 1 vEH1c=?ocAnt SHALL BE INSTALLED WITH COnCREi COLLMS. B °ay GPaOE CONCRETE FILL ME Ij°C°tJ°O° ° °O°°05 O o / ...........,.,,,,,,,.,,,.,.,5,' ...................:. coMPAcrEO wecRaoE L`� ° DATE: FEBRUARY 25, 2016 s "' CC'' 3/4'STONE ENCASED AROUND `ZLIRPAABFic BROTION A-A Y. an...ON PUN UMIT PERFORATED PVC OUTLET PIPE (M1RM 100N) BRING CLEAN OUT TO GRADE ' • .�.' CROSS S.M.44 PUN PUNTING LOCATIONS RAIN GARDEN/ISO-RETE TION FACILITY ® SANITARY SEWER MANHOLE(SMH) SEWER LINE INSULATION n T s. TRENCH DRAIN n.r.s. c_ n.r.s. N.TS c- SCALE: NO SCALE E.E _,)sT,. METAIL - MErAIL _205:-: -STALL 1'113•' DETAIL DRAWN/DESIGN BY: dQ CHECKED BY:NNE • JOB NO: 2015-053 CAOD FILE: 2015-OS30T.dy 0-w O m • • • • n. • A FINISHED GRADE y . 7. BARTER NYE z • MOTES: I ENGINEERING & ° ALL G«traGnois TD BE MECHANICAL I SURVEYING •Z a • 1ENPmAIrc TRENCH AVdFM I PEIDOnIA9e6ANOTt PAVEMENT tA'I MBI YE FLLL PROVIDE RESTRAINED JOINTS AT A11 BINDS.W°GATE YOLKS , • OF a'arl�A I TI¢F°�H WATERLINE INSTALLATION REWIRES RESTRAINED Jowls 10 BE USED AT v:' ApOSTABIP FIDE SINE I ;�yy pG�R ROM ALL BENDS.ENOS OF UNE.VALVES M D FIRE HYDRANTS.PER TOWN OF g • IHOAOW BARNSTABLE WATER SUPPLY ONSDN REQUIREMENTS. ` �,\I��fk sIMWw AIE Mgr WISH Foge' 'r tpl- D Registered Professional Engineers ,E1 I� ' 1-oRmBRn uxE ii7o'" r 1. ?r � 2-MOTOR DPENWGs and Land Surveyors I��,,I,.il C' • • PA`h]JDRT„.f OIJICE w1H AEOIR® Ww"�. SUPPORT PIPE W • SEWER PIPE ��MADE T , UNDISTURBED TCN W501 • 1M ,wm91m CRINGE OPEN-IFFY NUEl1FA NmR.1MT z CONCRETE BLOCK 14 •xiR 78 North Street - 3rd Floor WHEN'PLACING %/� S01 R00 10 PAND:11T DER COUR. HYDRANT MAT LIE- FM®Im MACE• ENCASEMENT ' d 0 -1 OPERATE CU(✓B STOP \ C Z IN ACE R / 4 8 E f Hyannis, Massachusetts 02601 q,,� :L�i�, ro S INSTALLED le \\\\ •.�\\\\\\\\\ 1 B , GTE Box -Z TRENCH BOTTOM / PuCONb AGAINST piey�, l! TW I al...FN.. roam e• STONE OR GrE Ear 1 ! .T OPEN-LEFT e•GTE VALVE Phone - (508) 771-7502 UNDISTURBED EARTH CORPORA.. + '� °tea H'-( DRAWL(SIB-BASE) TDP SECTION 1 I • 3/a•NERD STONE -AxDIM TEE Fox- (508) 771-7622 G tl!SHEETING IF THE STOP AND BOX I it emit-Rlw GRAt6 I AW.USTABLE BUFFALO STYLE .I ,,ggyq�p. A SHEETING IS 10 3.Rp G E VALVE BOX THRUST BLOCK WATER MAN WWW.bOxter-nyC.COm CE J CzL NOTE PPE MUST BE BRACED ROAM IN PUCE. WNp,�U,I,�I,E 1 COMMON FRL li I Dig VERTICALLY A HORIZONTALLY Y¢TAL PA LINT Y TO PREVENT FLOATATION SEANCE- 9•BOON awe PAY roan A x PPE DANDIER. • ]/A•CRUSED 91DNE� tom.DI PIPE air CRUSHED STONE PLACEMENT OF CONIC. I NBWO _ - YWAUN DRAT WOM.15'. UNDISTURBED EMM VARIES STAMP STAMP PE TUgAO MTN TRACER AIE {1 DEPTH M 1 NN I APWOVm BW]TSL . SADDLE ONNECT CUR. -1 � %,'TIISELLER R1L MEMUCCAL JOINT RESUENT _••' G2 90% 1.ALL HORANT,VALE.AND TEE ARTS SWILL BE RESTRNNED HAM • TTA00 MAN SD EMSRID/NEW 4.1 CHL DATE VALVE TYPE. RETANEH GLAND I ivn+00 01 RANT BURY SHALL SUIT INSTALLED 0EPM OF COVER OVER •. CAL JOINTS. , tl♦� SEANCE lUBWO z *y; i`: PµTiDYMMIUALLY it_ (TYPICAL) T.OWNER..WStA1 FI9i5 AS NECE55APY AT N°wUJIT101EAT.C°9T TO BLTipOMYIORRE IIt .1- 1 FOR 00EWAUC LOCATWIS INSTIdl XTRIAIT 3MR0.SO GNAT h EAMER 1.ALL.DOS OWL BE CdPN59GN TYPE RLQIIRm yI '+� ■-■II NOZZLE IS TB•OFF OF ME BACK°F TIE sz RAIJC 1 THE HTTIRAHT • •• • 2 PE TUBING OWL BE BACICIUF°HAM SRO BY NANO m e•ABOVE APING. I - CANNOT BE INSTAllS 1B'OFF OF THE BAIX OF THE SIDE 0000 BOLA-ARL4 LI .. .•••.I•I(Jy1;RT OF.' • u SHALL INSTALLED ON SORER ROE Cr THE HYDRANT FOR GR01ECTION. SEWER PIPE 1 A SADDLE'All.BE REQUIRED UNLESS MZ DREW TIP R FOt A 1•1RI9RATG1 °U?OJfuE MATERIALS WATER YAM- EGIIANICAL JOINT ENDS S . 011 A WCR CES S LATER MAIN Tr W gA L AR S URGER T PAY UIDT fat LFDCE Il A.WATER SERVKi9 SHALL BE INSVIAIED IN ALL AREAS HARE TIRE S TES THAN IF ENCOIIhTfED rGr 41NEPE OBSTRUCTIONS WO.3 FEET a TIE MTDRAMT. 4 FEET 1 COVER S 011 STEW SHALL BE INSTALLED AT THE PROPERTY LINE MECHANICAL JONT DOS- Y._..J/A•CRJLffL 5T01D: O'rnrxl A-A a ALL WATER SERVICE BRASS SHALL BE NO LEAD.WTH xi•CAST CN THE RCM'. CONSULTANT T• .COIRmAIIGI SHOPS OWL!E FORD AMODO OR WQIlIR fH-190CB(F{-2]OD8 mSHALLGRADED. ED ADEPTH1.ANY CRASS ARRAS CFSWIRB 41 BE GRADED.LOAN A DEPTH CP 4 NORM MR r TAPS). AO SEEDED.MIRE NO GRASS OCCURS.USE C PROCESSED GRAVEL - a CURB SRN"SIR/BE DUELLER N-1510R Dt-2E331 NI r SEWMQSX W1NWT D.THE SUB-BASE LATER STALL BE B.OF DdI GRADED MATERIAL L9N95DN0 of ESMIEL WiAW PRIM=STONE OR GUw1 overt A lr LATER Cr BARK RUN GAVEL OSNO 1 G ALyE ro RE rti ft A-2300.OPEN-LEFT.AS MATERIAL MAY SE SUBSOTUTE°FOR THE lr*PORTED GRAVEL LAYER IF \ M I.t RED BY MUFl ITQ -.Cr'', • Iacono.a A.� • APPROVED BY TIE DRGNEER ImTw Aw R • A S 11• �AexaImALm:a. /E.� IeRTuxD:a ..re.�-AIPH TOWN OF BARNSTABLE ....Ts. TOWN OF BARNSTABLE L,sl . TOWN OF BARNSTABLE • � �w�.rA swum TOWN OF BARNSTABLE • `(� DPW WATER SUPPLY DIVISION \ DPW WATER SUPPLY DNISION DPW WATER SUPPLY DIVISION DPW WATER SUPPLY DIVISION CONSULTANT HCAL •SE WATER SYSTEM \. HYANNIS WATER SYSTEM I L.-,,_t J HYANNIS WATER SYSTEM \ RT SID S WATER SYSTEM D- CONCRETE ENCASEh18•fT N.T.S. TYPICAL SERVICE CONNECTION NON-MASS DOT ROADWAY TRENCH °` GATE VALVE AND VALVE BOX SHORT SIDE HYDRANT ASSEMBLY nCETAILNH PREPARED FOR: 4. •ky, - CAPE coo BERM PRECAST CONCRETE CURB .0 SnOn ERE i a SURFACE RECAST CONCPEE CURB Independence Place,LLC PAWNOR1436 Iyannough Road � ,6 all SURFACE 12* cGiruic'>,PAVEMENT _ ,L[9� L alum VL E5 (TOP cPAVSE) �� Hyannis, MA 02601 A"- K I yl - IFIIII II. G- _ SEE DETAIL AAIB . ,>y F"� '.DVS, _J/ ? t;_A� uUtlll \ SLWE • -BINMNOS uAn maniPmmEver rAAtt £V� .".•. TOP OF CURB RE5 \ CONIC PAVEMENT�. •��I.. (B xoER CORY7Trrtnm • ' , Rwi - ( /^' or TA ASPHALT SURFACE 0ETEG.ABLE 4 I �� _ \ �vA \�( /BOO_BO Oi cu9e 501FTIAnc MEw COURSE STANDARD TOP WORSE.PER wAmaxD ���Il\ �(\\\\�(��\\\\\\ .A.a o S'ET elAp ER.PER un°u111 oa SURFACE SEE ���_`•J 0 ` awedT CAPE COO BERu2CWRSEux SPRPli BASE/TNTERMEOLE A0.*MI :=-� ` \ .p$e° �//off�����.. .t8.1..1 ��1��/ BIr 2. $0^en 4 qeo //^ 0 0 ao"•0°0 o Q a ,Q __ 'a �R I .. TABLE wvFL BOPROw ul OS 0 hPE A C ••.8 W°$A Bo. .R 1,1Akor Or � G D D oa PRocESYO GR.vD.BGRPow M1 o3.1 8 NT gxw'AA ax m[ I OR ELWUED PAVEMENT BORROW RITA.PASS ut 090. o,o o OO o a 6 o�'oea•'° .r L-w.. e!.., ..o'<a °.Sq FOR ALL SPEVE TO LEAST Ow FOR PROCTOR ICIIIIIII1m'wa O. .a 3au o o ,/a r?aD..a 8=9°° o8Se,o$•a NM 20,14OM O T `i< eI �. I oExvTr cauPAcnoN TEsnxc. T.- IIIIIIIh I'•� uOo web/ 4 ° o oamm _ STANDARD DUTY FLPSTBLE PAVFMFNT COxPACTEO SUBGRADE IIIIN • • '° 0 8 Q oJr liii II I �� PRECAST CONCRETE CURS ..- + FEAMER ASPHALT INTO NFw TRANSIT.PIECE 111 1 p 1 , ,/,, i .e o R PLAN w SURFACES ARE FLUSH TH EACH OTHER COMPOSTIDN ANC COMPACTION ACCEPTANCE TESTS NELMS: BITUMINOUS CONTRACTED swm or rum ATIR Rd ALLOW UP n Rahn 6' CONCRETE OR0 I.OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH MJ.11.09 1. AND AC¢55500G rzD WTI n SHALL CCrssBBAIETy ACCORDANCE CAPE COO apk. ALL R NITH E TM A CU N ME ACA W4 GRAVEL BASE ri�°K' I 2 PFRLORu PAvpAENT OERSTY TESnuG A5 WRIxEO Ix u11t.09 COMUONMAI�OF SA SETTS ARCHITEC AL ACCESS BOARD S2 C RENENR,AS NPENRY AuuEH@D. COMPACTED _ 2 THE DAWN A ORAWE ROUTE(90ENALK)AND ORB R.HP rg,,-,NOTF4 SUSGRADE a,gA,m rur a I'T\ -r-- 3.ALL SAMPLES TO BE TAKEN W ACCORDANCE HAM THE MOT SPECIRCAITIONS. Gross SLOPES SHALL BE 1.Sx J 1 \ clliiiiii _ TERIA . 59BIF ROLE I.CEMENT CONCRETE STRENGTH JI Imo' LS SHALL uEET OP ACCECD ME REOREMENiS SPEGFlED IN YCTdI M3.t1.00 DINSOx m. 1 THE UExCLTJONG ORB RAuPS.A BE..i TO BE MOO P5 AT]e DAYS J I P uATEIAALS Axll ME FOLLOWING SUB BITUMINOUS Stt O ALLOWABLE SLOPE OF ACCES48LE ROWE Curs 2.PROVIDE EXPANSION JOINTS -`31 AVEMENTMI ` MINER.AGGREGATE:M3.11.04 WS LIAIEMALS:U 31 A. AMN M ATAPS SHALL DE ... Ai MIN.16 FT.O.C.wTH PRE- • J- SURFACE MINERAL Tusk N3.II,03 COMPOSITION OF BASE COURSE:Du.1.02 1 AA wx.V0 Or A LEFT CLFAC SHALL BE MAIx1A0EDI Al ANY MOULDED JOINT FILLER, SFOTION A-A SF1TION B-P PRECAST CONCRETE CURE _ PERMANENT 085TACLE N CESS.E ROUTE D.E.HYDRANTS 1 PROVIDE TOOLED DUMMY TRANST.pR ECE 'TIE BITUMINWS CONCRETE BAY CWRY SRLLL BE COCVIA LACED IN ACCORDANCE wTH'PVir NT a 33 UOUtt POLES TREE WELLS LONE.ETC. BECnONS/PRONSCNS OF SECnOn A60 FOR ttA55 BFIVMINOUS CONCRETE PAVEMENT,TYPE-T JOINTS AT a O.G • DE 61=14 R6 OF RANEN'I ALLIES SEE GRADED TO FOR ORB .. RONOE BRIM FINISH A • THE Q W B.BASE Q RAMP SMALL BE NSTRU D PREVENT P.O..ONDI TO CURB. PERPENDICULAR RE SHALL BE NO RBEN D B.CLASS C BITUMINOUS PAVCMExU TYPE-I REWIRED PER YRnOn.GO TESTING FOR BASIC BUTT END d'ANY CURB END COURSES ANC TOP COURSES SHALL HAVE A.EDIM COMPACTION OF.B.PROCTOR DENSITY. B.ENTIRE RAMP.ALL 3E COxSTRUCED*TN CIXRCRETE. TO CURB. Nu'TO BE COMPLETED BY METHODS OURWED IN M3.1I.00 J to C • c_ ACCESSIBLE CURB RAMP-TYPE'D' N.T.s. c- CAPE COD BERM(COB)DETAIL C- STANDARD CLIFF OPENING AND SPLLWAY. n.T.s. C. VEATiCAL CURB TO BERM TRANSITION N.T.s. c- CONCRETE PAVEMENT SECTIONS F = 0 DETAIL 41f; DETAIL ..l.15's` DETAIL z4Te-A', pErAIL :,ala_: CE TAIL o QJ N WIDE NOTES: wpm w CO Z C . I.ALL FENCING WAL OWL BE NORDIERN CEDAR.SARI To THE -, - C P00080 SONS o DEN ffi THE LRAVOID.FENCE HE1011 SHALL EE 8 FT.TRUES - 0 R Cyr) ( 4•THICK(TO BE FOR HANDICAPPED 2 ALL FENCE POSTE OWL BE TREATED ITEM•COI.•OF ALL SIDES POSTS 0 SIDEWALK(l0 BE SEE PLAN FOR PLACE11D1T SNAIL MNNTAW A KW.GPM OF b•W GROUND AND SXAL 9E RACKED TO a CD I 6•THICK IN FRONT 4•CEMENT HANDICAPPED RAMP(SEE RAMP ACCOO1mAE ANY GIANQS N CRAM OVEPoHEAD CONCRETE BN OF • DETAILS FOR APPROPRIATE DETAIL) 1 LIKE G FENCE TCE AND WNWWNWA.E PETALLED STRNGIT AND DBE' ODORS AND AREAS VAN"ACCESSIBLE • ALL POSTS MO FAO.BOARDS GR SAGS SRN/BE INSTALLED PMAL[L SUBJECT TO HANDICAP SPACES AND PIDI0 ALL RAILS SHALL BE INSTALLED PARALJL AND IR. CURB IF REQUIRED VARIES VEHICLE LOADING) CURB VARIES FINISH ! SOU.. WHILE Si1NPNG - A ALL HARDWARE SAL/BE DOUBLE DP NOT GALVA/DED. • N Z (SEE PLAN) ROOT 2'A MOVE) `GRADE •a 4s.a•Oc - - y 1.5 S TYP (( FINISH /FINISH . A O FINISH See Pions for AdOillonal 1 fa GRADE PAVEMENT 3/10"/FT'MIN. ._ (/ I/if '.'smEWAUL PAVEMENT 1• \ 6 ' .a o• n Q a a _ • '" S 2 E. 8 • �� a A DIPANSON 12• EI�ANSOR ' MAXIMUM 3CPE 2f / IN ALL COST O m PREMOLDED FRs'J-Y JOINT S JOINT 1 DIRECTIONS 1. w JOINT FILLER SEALANT W.W.MESH a E o § O !"RFMF.CONIC.SUB SEALANT - W/e x B w T.4 x w 1.4 (WHEN T -12• GAUGE (WHEN / d • W.W.M. • REO'D) REOb) / FENCE . = - _ m o w B• VAN VAN • •. . m B.GRAVEL BORROW GRAVEL BORROW g� BCtTEEL POST " „ a ^. m a (COMPACTED) (COMPACTED) (t (� Ng. 2 ' ' -- e o v SECTOR I�I HUES: SECTION /I$ /I$ 6 DOME-- m NOTES: 1/r-y x 1/r DOM1G GTE s 4 s Ri s § 1.CEMENT CONCRETE SIRDRv'TH • as TO BE]900 PS AT J8 DAYS T.PROVIDE 16 FT. .0 WITH PRE- ..PRONOE EXPANSION JOINTS �• uWwED JOINT FILLER.* • ELMS DROP ROD MROUCM CONCRETE CONCRETE • ASPHALT OR CONGREtE • SHEET TITLE AT MIN.IB FEET O.C.NMI O FOR BOTH GTE LFJFS n PREMUlDEO JOINT FILLER. SDEWAL( P IO ,,TOOED WMNY SIDEWALK CEN S AT.'DR. •PREFORMED 5 W B-W" E-D" B-r B-D DUMPSTER ENCLOSURE • 1/2"PREFORMED /2 1 PROVIDE TOOLED MART EXPANSION JOINT I 1 EXPANSION JOINT 1 PROVIDE SPOON RMSH IN N.T.S. Details Plan �• JOINTS AT A'OC - O • a��aa P RPEN a W 10 A.PROVIDE BRO.FWISR IN MDG FACE OR BLDG.FACE OF( EITADG015 CGOEiE PAVDOIT 100004DIRECTION PEAPEN01[ULAP FIXED ABJECT FIXED OBJECT 4004 p5 mElIT OGIarE' N w 1�a �(a1PACIFD A - !0 CURB. _ - s r BOAR - JOINT DETAIL JOINT DETAIL 4"SOLD WHITE EPDXY RESIN' SHEET N O PAVEMENT MARKING(20 ML MICKNESS)TYP. N.T.S. O . ffi PAO xOMs Q 1. CEMQIT COHOETE SrxeAMM • 2.BE AOW PS AT 28 DAK C611 I ul `Y /�i�i i�iTjV�O�kb}i,&JNVy\:s 2.I.IN E.0.C.W JmRE AT I. R.0.G HAM PRE- ' ^' WAD PE xETER moon MOLDED JOINT FILLER. O A T E: FEBRUARY 25, 2016 O PAD iWEIEii 1 FRONDE BRO.FWSN W DIRECTOR PERPENDICULAR To • *AWL • 2 CONSRETE SIDEWALK x.Ts. MONOLTf}OC CONCRETE SIDEWALK AND CURB N.T.S. HANDICAP PARKMG AND STANDARD STALL LAYOUT N:r.s. n DUMPSTER PAID • N.r.s. SCALE: NO SCALE q DETAIL n CErA1LI CErAIL I"x.,.l CaErAS1 DRAWN/DESIGN BY: JQ CHECKED ev:yWE ^a • JOB NO: 2015-O5.T C A D D FILE: 1015-0.SYlidwg 7 E . • oa . 1 • • • I �aDMM OR BLACK R NFGR.D R�BB R • L STEEL ANCHOR \ ' HOSE(ABOVE FIRST BRANCH) \ A RILE PR BARTER NYE SLII s OUv -SEE ATTACHED SCHEDULE ,,,,, ROOT BALL OP nPPROKD/EQUAL D STAKE AT 8.]FT 0/C s E ENGINEERING & •>0I (p, 2• ,.,.,�,°, • GALA RED EYE AND TURNBUCKLE _ E ♦••♦♦ RAF 9Li FENCE(M RAr IOOx) �`P N $ (,( T WDD 1 �"- •••• I 'tee l _ OR aPPRGmEwA �� � . �V�P SURVEYING �..4....� • } 'wr WIRE(GaE) I! Aeo,rROO�E�iHEA si�Pa�isrtn SET E. -�-� 4 ,.�e oBv v to SEE GUYING SCHEDULE ! FImSHED GRADE. _ NOTE:, �P RAMPS- For,REwtRED NA.OF GUYS �AIL.X 0 0 Registered Professional Engineers EA7 P • I TA: ,_,.. Arm CURB RAMPS MLEra ELM ,-HArmnooD BARK MULCH.Do nor """' and Land Surveyors rv. SLIRFACF POURING OF A SEPARATE - PLAN VIEW 2.5"(TIP.) VARIES PERI MANUF. INTEGRAL COLORED PLACE MULCH TAMIN r CIF MunK. ,I' Nk.i, COTOETE Is REQUIRED. a INSTALL SMEAR DOWEL0S 78 North Street - 3rd Floor �1 ,I¢2 H r-0.ac AND KEYWAYS TO HIGH Hyannis, Massachusetts 026011wMTNAIOEPO SLOPE TO FORM 3" SAUCER.jjjj,.��,. MM ADJACENT 9DEWAU(CR EQUA SECTION OF bOIE STAMP. ' CfriQEIE SUPRA12. AFP 911E ( � gOEC 1 PATTERN SEWAGE NOTE - II ♦.("")-1 3 wE"E"T Phone - (508) 771-7502 Z J USE OUWNO SCHEDULE BELOW FOR i 1 °i - Fax - (508) 771-7622 C=' CUB'Q .fit'-S�It' .�t�-$�It' DEOOVOUS AND EVERGREEN TREESOA FILDR MOUxTMIE BERM www.baxter-nye.com a2'N� O O O� O O O FLOn 1 Q PROTECTED F re' O O OQj�2.JS" OVER:CALIPER PLANT BACKRLL MI%TURF. PAEA C CM L3- 2.35"O 2.33.}5L' 5- o O r O 2.JS' (M1LMD) IOU'aUSITED STONE --40 p p l imV�iii A ERNaIE wacE: TOP OF 1 II B. CROSS-SFMTION STAMP STAMP TRIANGULAR PATTERN 9QUAFG PAT TEN ' �sEEL aI1,CHOR C OUND1 IIyIIII A ACCEPTABLE C ETA PATTERN IS � n \ ' V HAL ITHER PATTERN 9'f)BEDMENTI NOTES: T (MIN.> _ L 11 PLAN OF 'DOME STAMP"PATTERN IN n E i H m a mores sHAu A TT�EoxTr-FrvE(zs�Faor MINIMUM Bur nor SURFACE ,e'� i UNTIE AND ROLL BAIX BURU.P II LESS THAN ME FULL WIDTH A NTS WHERE CRESS OR EGRESS OCCURS. AU.DETECTABLE WARNING AREAS OF THE RAMP ARE TO HAVE A MIEGIAL Rm. DE 1/J O ROOT BALL(MW): I II I'(MIN.) THE ENTRANCE SHALL BE MAINTaNEO In a CONDITION mI101 YELLER,OR OTHER COEERASTING COLOR(COLOR PEA OWNER OR.09TECT) GUY.SCHEDULE IF SYNTHETIC WRAP.IS V.O. PLACE:OF FABRIC I II Z SHALL PREVENT TRACIONG OR ROPING CP SEDIMENT ONTO PUBLIC REf CARPER :-B" 9'-e" REMOVE COMRETRT. ALONG PROTECTED AWAY MAY REQUIRE PERIOD.TOP DRESSING WITH - CURB RAMPS MUST HAVE nRA (MID-TAUT WANING LINE R MPSMOOING THE FULL 12" VARIES IZ FROM 1LLANO AREA I II• OF ANY STONE AS 0 TO RAP SEDIMENT AND A REPAIR OR GLEANSPILLED Ui MDT"AND DEPTH 6 THE RAMP(YID ING TRANSIT.). RAMPS OILY TURNBUCKLE 5/I B'e 9/16'. 3/8-88- I/Z'"e' _ - TXISTNC AIBCRADE,OR TOPSOIL DAGNFlLL o"D TAMP OF CUNT MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED, MUST CC LE T OF WARNINGS ONt/PED ES TOW 141,THE DETECTABLEONINAL (GN.vaNIZmJ s-I/Z' ♦-I/Z' MOUNDCOMPACTED TO NON V- DROPPED,WASHCO OR TRACKm ONTO PUBLIC RIGN15-0E-WAY MUST BE MUSE.A HEIGHT HT RAISED TRUNCATED 0.2 INDOMESI O ATHE DIAMETER O OF NOJMAL 0.9 IMMEDIPYELr. BERM SHALL BE PERMITTED. INCHES.A H5 IN ES NOMINAL1UR OF D E CENTER-TO CENTER RE MC OF /GUYS REO'0. J A ♦ PERIODIC INSPECTION AND MAINTENANCE.SHALL BE PRO VIDEO as NEEDED. CCINA. VAIN TIDES THE JNGNO 1 ME DETECTABLE WARNING FEATURE MUST TARE DR CARLE I/e DIA. J/16 01A I/:DIA. 9/18.0M. CONSULTANT COA-AST MIH THE E ABOVE SURFACES(ETHER UdT-w-TIARA OR DUO-GN-uat).SCE ABaLE. t)EADEEn SEE :OP. a DIA. a CA. IC/DIA. _ ACCEPTABLE COIPOSTE TACTILE WARNING SURFACE: • -ADA SOLUTIONS.INC.-BILLERICA.MASS OR EQUAL TACTILE WARNING TUTS TREE PLANTING(For trees over 4'caliper) 'c� SILT FENCE BAR RIERITS. rG-4 STABILQED CONSTRUCTION EXIT 'T.' CONSULTANT DETAIL f'S502)I�l DETAIL - DETAIL T�3R. DETAIL SURE TO DIPS W SIEE 10 I' NOTE OFFSET S.,E.FROM FACE Ce I-5/♦•0 DR GAUGE CURB M.F.LPRD FM CAR OVERNEIG \ ABAE RP O ETC SLTION NO 2. \ I \ I MP SUMP / A"ry Arm (RRSN O PO SLT111I'RIM Fla SEE UYWT SHFtT ' 0,I. �\\ ` IwAP arD+P lir -I 5 • I FOR 5Ic"FACE !v! PREPARED FOR: _ \'/ FRr0m �AI = me mOslBOrm \ BLUE BACKGROUND < �°' Independence Place,LLC H6• .�-CUP ofae ae.tW - IIIIII1 / I� 471 • ,..MxD SPED Mz pz, A APPROVED SI ET METAL A 1436 lyannough Road �i���� 11c - •" b t Hyannis, MA 02601 1��_.___ • _ / \ / \ BNSTa r Anon OMIT1� ,�A•GALVNN®sEu • PLUM VIEW SQMPE SIGN SUPPORT ; 2-012 GAUGE rscr mu,WRPF le il Ill PLAN via I '` " �l> PATCH,REPAIR MD •I R UNLESS DINEFAIJE NOTED W PUN _ ,. 0 RERKE(MEND O MT. : £ i"�P"a nwv PII"�� m CUM[ MIDI TAM oC>RR Cwa IONosr"No OR MEND wrGN G BREAK-AWAY DETAIL /edsnn •"ra. we. EAST.° ANDSREPAIR E li. For edge a g sale CL of anin9 F.vle M" "eMe on u. RFC I® N' ,f YIET W�9 59. DISTURBED /Ym-SW sT 41 For N.d E. Q N NPaO ILK I m T,Y x s T WOYIiR 3 TO a'ma w a .aa• wows N OR Nc q ,/B•DIA PA iHEAD y, '°'"A°".M .yc�.A��.7 .. - enc DETNLo WM pm.sown E Us_ -,I m \ m.,.tm. l•S:�.�1Ai �T� w,,,,,,,, W e:WAsmsRPaP bb"ew,roSCHE DEPTHno. kmA i� NLFT SEOMQ/T CONTROL DFY%i-SET eM'I( r MN. g NMI 1! e•, f� n op�,aoa y maxc m+mrt w1 IER. �I!-y �" ,HE DOElL90T1 OWO ABQE 5 NF STNdim Glp1 80�13 ATQ NETS OILY.THEPROFIT F VIF'E' �n •no ILONWn"t'pO°P EVL PROFIT E VIEW .0'-y CONTRACTOR G S SPGI..FOR PROVIDNG DE CORRECT SIZE DEVICE FOR D.NH. FIBER OR PVC Tm.rEPM -Ii'�I'm •ilk r-0.R /� j�Edstog<n 1<gm. FOR NON-STRAND CATC"WRNS AID HER,THE CONTRACTOR SHALL MEASURE DNENSOB �: f���p1, ,,� i•:•>..T�•:SA, N THE FEID AD aMEH THE APwNRLMTE sra{s). T t• F �y -y.LX7r� ", THE THET SEDQENI CODRQ DFV1O-'• FE O NGT RON DESG1(20D GY/YN/FT).AS - _ .\, LI PER THE MNglFACNNTrs SPECS. CONCRETE \ R \i,\ WBIb m,ry nWm lM0D .Abe THE 5E030B Ce111AL TIERCE SAIL BE INSPECTED OILY BY THE CONTRACTOR MID WNTNNM) . (6 REQUIRED) /` �/ v) FILLED BASE z00'o Ea''" ( ou8Mr p cf•wePl(J'"inJ-i we°�,°°°a iMM1 w A MNNW ONCE PER MOOR OR WORN THE Ae HOURS FCUMNG A STOW DENT. FILTER to 8 m spec"fiefM 1P,An" - -J t,,,,,,morel d.,.,"'a.s' " SOUL BE CLEANED N A WHILER NMI DORIES MAT Pa SEWOQEM iE1NNs ON SE. EIS'• (IS FE UNLESS ONMWY M]RD m RAN FCFInN VIEW SECTION VIEW TYPIGL MOWING NOOIT(MOUE mTARpR6 WY REQUIRE C CONST I MT ILL REQUIRED S RIFIGTIaa5; SI�TTMION OF A S EET OF EVER FABRC RACED OCR THE OPERAS G ME IN ET IS NOT �IOn 04•-IM RLRAE MEAS.ROOD.OULO tS AND AREAS WHERE NO E L SHALL BE COMPACTED TO HI G.CUTTING, DENSITIES. APPROVER PEDESTRIAN OR PNNOW MOVEMENTS ARE EPECIER a FT.FROM o 2.GEOTE%TIIE DC R DE PROTECTED CVE FROM PUNCHING,CUTTING.OR TEARING. THEBOSOM O'THE SIGN TO NEM EDGE OF PAVEMENT. T_ I/Sams to be set Mel if ATTPHrg,ng to salami Peerage. DAMAGE SHALL BE REPAIRED BY OVERLAYING MOTHER PIECE OF FABRIC OVER THE RECESSED CURB INET GTOI 5401 MUST BE BLOCKED WHEN USING FLIER FABRIC PRET NOTES - S.W.OR'YEAS MERE DB.IS PECES1Rw4 MCNEMENT SIGN PANEL ATTACHMENT LU 1.Store to conform to e.,.hem etaNm,q cut r MI SOPS per pbn. Bottom of store 5.1 DAMAGED PORTION WITH A MN OF 12'OVERLAP OR COMPLETELY REPLACING FABRIC. SAMS,SUE OF FRIER INLET SACK TO BE CETERMNED BY NMUFACIURER 7;SYMBOL SHALL BE CENTERED IN THE PARKING STALL. MD PARKINS 7 FT FROM THE BOUM w TIE SIGN TO THE El 0 be non.end MM TA bottom of elope fo mn.dclmn d 10 R.unless othr.R.W narod on ,.THE STONE SHALL BE PLACED s0 THAT R BLENDS IN WITH THE SURROUNDING SIDEWALK OR NEAR EDGE OF PANNE(IF A SECONDARY LONER SIGN .plan. GROUND(IMPORTANT:IF THE STONE IS PLACED T.HIGH THE FLOW WILL BE FORCED THE FILTER SHALL BE RERK4D OR CLONED WHEN THE BAG BECOMES HALF FULL. 2.SYMBOL SHOULD BE WHITE ON A BLUE BACKGROUND. IS MOUNTED,R SHNL NOT PROJECT MORE TIME A INCHES INTO Q C O Stone to be per M2.0B.3 OUTSIDE OF THE CHANNEL.USING EROSION]. THE feMINIEDESTRIAN PARKING'ACUTE.) a FT.TO 11E BOSOM OF ME SMm 5) .Sort Ran aheeb b PPe�etiemE'onA ("O TO EXCEED FT TO 1: TOP O TIC EI ITT W to c c- RP-RAP OU"ET PROTECTION I TUTS. STONE CHANNEL PROTECTION n T 5. rC- SILT SACK n T S. C- HANDICAPPED PARKING STALL SYMBOL N,s rc- TRAFFIC SIGN POST n.T.s. - p Q ell DETAIL IL2T:. DETAIL 620 CETAIL /1?03 0,ETAIL 71577 pETA1L - I 9' _ ERHous - TDP SDL Mx a'MN coMPAnED DEPTH. - 'U'.I aa g C OFIENSENEM VERTICAL RECTANGLE m ... IVARI AGE --- `�' I / E ESLOAM AND SETA a /O�} (�VD JY pr FIn SHm GRADE U _ /'•/ (41:001st. - _ ♦ - W Z�. 1 - uaRr Pac-SEE uwnnc • / WWII _ SMmPOL BY OTHERS „i,,,,,,i/I/,///,/i/ \ \ • I 33 A• l PROVIDE BASE COVER �� \\\ 3 Ci F HANDICAPPED , AS URn 9Hm BY ° • P LE MFG. CONCRETE.I.T _ /V a �..p' .. ' ...' "/w - /rt ABLE T Pe a"Bc H a i i W a W -i PARKING D I 7COLOR/FINISHA PER DL p s ::L °° a ° e�G �\ Ma°n aG 12 BE M�nDW I r� AP JOINT( P) $ Tj A! . SPECIAL PLATE REQUIRED T lO II paESCW OR OWNER m ``o a" 0.0 0" camu TAND (Nisoj COMMUNICATION e r g, Z. o o m o 2. __ UttAUTKORIZEO VERICLES 0 C'° p O-0 0.\ cwPaCTED FILL • 0. W W R _ .= - ..-{a vumcNL EO.SPACED O .�' sx E 2 Z L '-.NAY 9E RE40AEQ At �. :,..x aG . g a a PLL was ALL a - - II 0 0 0 x OWNER'S EXPERSE ` " C o ' 4° :a'OF DUCTS SIM,BE _ c - - $ FImsN(WIRESIM WIRED TO Qua SPACERS. 'T - I{{Iii L4 Q'i, 12 f"WpamN,aR!amjmmAWMNWWW R ,,,/�,53�••,`i;.w I��� '`li,�o,�„oioj: ' Q .�....•� 0 NM CONCRETE _ `-xB'PT D.c. D o _\_m ggAgg m SIGN A B C D E e®� �PVW CONDUIT FO SEE ELECTRICAL \ f 1 ,/ EXTE�NCPSEMENTWAGROUnD 055 O T a 12 x1e 1z le I S' L9' L9- o .111811, R SZE ] ( ..1) PRovIDf connnuws A. CUM NB Iz wNWo RNL ®®�®'®� z I� l f STEEL R INFORM°BAPS CUT /Z_I♦• � • _41.1 • ! `111 GROUND ROp CONNECT t �') • I.V II •'I OCanO<5 SHOWN Bags VI (S/B"DIA.CKv.) F. ` p TO INSIDE METAL vac K - �' I mxm TO n¢nouc I SPACERS ,/\" �x SHEET TITLE ry e LL Y p OVERLAP ALL ENDS ,, „"O�p;Jp�miiV;,;,,;q�;,,�„�pV�q>� c Y L 8 ,�`, IR ANTHEM OF • �....... ' w� I Details Plan J �,, �21 • ~, PROVIDE INTERLOCKING PLAsnc 1 • 0 _�, • a J /ii/ii?ire J i� BAIT LAYOUT � E I SUPPORTS AND SPACERS AT I '9.100E NIIIE r COMPACTED OR A MOUnnnc INTERVALS NOT EXCEEDING M, LLIIUR9 VAN' '^" UnD SNRBEO i POCEDUaE a5 5' PROM DE J'VERTICAL TIN I PP, SUBFAME PROCEDURE MFG.SPECS Ss- Ant)HOR DGNTAL SPACING SHEET N O tr Llw NOS` ( 'WACCESSIBLE'?+ BETWEEN Ducrs SURFACE I R 'N EMU/FIRE LINE LAYOUT SEGIlQN PLLCC{ AIRFACE L-J ��. FOR EACH•S0 FT.LENGTH i LID NY ROA.(PRtMMT MD/.SECONDARY)MD DATA/COME LAYOUTS.01m ON ME SITE ALONG CURB,AD ALONG NOTES 0.AR.ALL BE!"STALLED PER DETNL SPEOFIC DES.IS PROVIDED BY THE UTILITY O �i•, P BUILDINGS T HAW NO I. CREIE SHALL BE MIwMUE COOPRES500 STRENGTH..000 PSI AT]8 DPT9. COMPANY OR MEP 000NOCR9 THOSE DESwS SHALL SIPEPCEOE THIS DETAIL I.GUARDRAIL SHALL BE IN ACCORDANCE NT"SAD STANDARD G RASES MIT DE POURED IN PLACE OR PRECAST MEE5NO EOEORCPnOSE PROVIDE♦000 PS COWED E FILL aRwnO DUCK SPECIFICATIONS FOR HIGHWAYS AND BRIDGES,AS CURRENTLY D A 7 E: FEBRUARY 25, 20Te CURB OR SIDEWALK. 1 CONCRETE MPS BE RE 01RECRY INTO OPEN,REN.E.OUT FORMWORK. AMERCED. • Ca.DUCT SPACERS i0 BE USED AT 5"-0'CEnTERs.BETWEEN DUCTS V - RRELANE N.Ts. ACCESSIBLE PARKING SIGN N T s n LIGHT POLE INSTALLATION s Jj UTILITY DUCT BANK(POWER,DATA/COM) .T.S. WOOD GUARD RAIL N T s. S CAL E: NO SCALE .. I eb.f c•ETAIL au` CPETAIL I wt.'I DETAIL .�.d TLT DETAIL DRAWN/DESIGN BY: JI(L CHECKED BY:1111E 'y E DETAIL JOB NO: 2015-053 CA00 FILE: 2015-O53XTAy 51 O si . CULTEC GENERAL NOTES I MODEL 330XL RHD STAND ALONE m SMALL RIB LARGE RIB LARGE RIB SMALL RIB- BARTER NYE " -.VDU ...GERD°30 H°^"OD°R+PEuxCATA"+ II�� END DETAIL END DETAIL ENGINEERING & E - i # DENEDAL <�ao"n °" "� �� • I�11I 1 II''1 SURVEYING ;. <N+m°Lr xc,xs rL°w°r°rv.Nre sr°„x«nreR a°xorr �. - 52.0^[i321.mm1 I�,�([ .� I`)�'I MODEL 330 XL RHD STARTER _ ,\y vi rr., asn x,xe°s..sr wLrec xc wxao°xr,Nnm ' __ III O 1. 1 UNITS ARE USED AS SINGLE �'\ \ \�\\�\ � 1� �:� i,I I/IIA11►\�1I. I/1//�11►\�1 JI I� M�����1\ � ��� :.rxe<xM,xeaw�rlOxrK°°xTxe"r.�.4"xra°.",.-n"°rre,xrLSne. !/"�I I',, STAND ALONE SECTIONS. /�1►Of nnu�nnuu\1BUB'IPP11'L11], MODEL RHD 'IglNnvn/uuupl�olnuunnii 1"�\ Registered Professional Engineers ''y MODEL 330XL SHD STARTER 1`/I ll ,\�� _/I I III I I 111,111,I ilil�1 / III I I f II I II)„I Surveyors 3'NECHAx®enwr,EAR<xmw4xARE SMALL RIB LARGE RIB �n�► iiiiiiilliill(1 Ii:fi:fiifiiliiY�llixl�. and Land Surve rs ..,xe<"N,�enwr\xe°Pex.O°rr°Ne°, �1D2.o"zsst mm 78 North Street - 3rd Floor • Z <°°eLxnn°"4e"n EEE , Massachuses 02601STALLEOtENGTH-80"2135 mm MODEL 330 XL SHD STARTER n.,x°n°..Lrm iicrii Phone -1 MODEL SHD I Ili �1111 I I/1I1�11�V ' _ t T• ��nlll Ilhlili�l�iiiiiiirn!]� 1. Fax - (508) 771-7622 °s MODEL 330XL IHD INTERMEDIATE / . g ewe Baxter nyE.CORI _ .Lrow"4rs eureaowmere o.o"eees xrxss e<re+,.n wcxss zes mm. SMALL RIB LARGE RIB - t.. �, ` I' ' __ _ :.7 305'[775 mm] ��� _I `.I ""`xes 3°°mm'r""'° °e.w°"'"`"`.°°''"^"°"° 14".[356 mm]` �', I" � MODEL 330 XL IHD INTERMEDIATE ��/\ \�r', \\ .. /�//�j �: STAMP STAMP • rx nr:a »au„°< �"wLLssr,m;,R '�� d �� 4� 11„���i1�1 l�g�l�a i������+ twee. I /R 111/il�IF���� - I I 12.0"[305mm] UNITS ARE USED AS MIDDLE I nu'nv11L v1un11nn111!v MODEL IHD flip rlInu�nuuuRvwgluu I �� sN..xD 4w.r°esss,s.re,°xr,..,.m,°rvr w sroxe. �' !L 34.5"[876 mm]j, 10.5^[267 mm] SECTIONS TO EXTEND THE lilli11�I i I I I I I I I I 11 Iik III I li Iitil�A�U. Y LENGTH OF A LINE. iiiiiiliiiiifli I�,���������I��/�I I� ,. wnwwrmanc ^"xw<vrc.z.reeocoxxec+°xwLL�°."s xrorxe ���11{. .l� '''I� 52.o"[i321 mm] ' ea7Z orrxeurvmscw+eroP"onwlsureax canvernxceorwn,eR MODEL 330XL EHD END -' nrxs"ecxwesn moan°oowxea swuL xnrescoaau°"r°xs. SMALL RIB LARGE RIB - " CULTEC RECHARGER 330XL HD CHAMBER STORAGE=,7.459 CF/FT[0 693 m3/ml / coin"°ousLrrolacc nrseruwree"°anresu""oreeuseowlmmsu"r INSTALLED LENGTH ADJUSTMENT=1.5'[0.46 m] 17 ���z�\\��\\\\\\�\�' �����������/• _ n°wa.s.x°nnvnervose""nwreen°vuresw �'rs SALL TRIPE RECHARGER 330XL HD HEAVY DUTY THEITS ARE OF THEWITHCHAMBER. A COLORED ��I��lJ n1111\IVlnl\1IL1111111111np1{iI'�11 MODEL EHD I;IIll lllllll(llllllllllll'llll��i� l�1\` °rv„=c��e �� MODEL 330 XL EHD END UNITS I' I�,i�il�il�il�il�ilUli�ilin '1L�iii,i`il�flf`,f`nI�I�!ISEPARATE ENO IR��STRIPE FORMED INTO THE PART ALONG LENGTH OF CHAMBER. I ��\ SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR. ARE USED TO END THE LENGTH w re °we"m,wsrea<"sx x<°r,.rvsxes sss wm xenxN.s x<xes s,omn m°e I�I/1I/�11►\it �� 1�I OF A LINE. CONSULTANT t i 1*°4 ..°mN.e rv°^re9OPEN0WA`$ emrrr°eexex°w L n rx°� e ZOSLCULTEC RECHARGER 330XL HD HEAVY DUTY THREE VIEW CONSULTANTCULTEC RECHARGER 330XL HD HEAVY DUTY END DETAIL INFORMATION carvxernorvs. nrn`°°rr"e"[ixwecEl+uw`"°u+°rc*.s caoss rrrn , CULTEC 50.410 NON-WOVEBN GEOTEXTILE AROUND GTONE.TOP AND 1 m.cx"mxeas musr,wven°"ironrx snrrenwnnxa"e°urna+srees eeTweerv+xe aixs ' SIDES ONLY,MANDATORY. - °CULTEC RECHARGER rxe rexernar mecwwssa °srn<aoae°srrure rwurt°inrorxe"Aaruaxo I 330XL HD CHAMBER RECHARGER 330XLHD HVLV FG24 FEED CONNECTORS INSTALLED IN ALL STARTER UNITS. - PREPARED FOR rx[cerrteaoc rAcn eeuse°4s<N oen°w4 xs"ernonromoa HEAVY DUTY CHAMBER NATURALLY COMPACTED FILL 1-2 INCH 2551 mm DIA;WASKED, - ' am nowr ae ra mHe°rocusr°.Lewrxs ercVrnxe accnroaxr<awurcrprv. FINISHED GRADE CRUSHED STONE 1 lam\\\\\ z°.rxccrw°eea sx4u se xrxusncrune°xnx ao aw+:zarecExrrc°ceaLm. 12.0'I3.66 m1 6.0"[152 mm]MIN. `� 111 1\'\1 Independence Pace, LLC \ I L MAX.BURIALDEPTH r �����I\,y�1/`'���11t 1436 lyannough Road 10), \1 II►--� \ HVLV FC-24 wnery xsrxre°xcaa°n° .. y//��.•15- e.i iV,-;LH „ "i" �t=`v^"�'v I ��` \\\\ )",�� �\ FEED CONNECTOR m � t �� 1\ r mTxE°�xe"w,r°�°e°nxe°.°w"n°rµ°raArr<ron°s �1 CULTEC NFC-1m a oCON CONNECTOR rvm"°<x°� �� k \\��I04\I1 =v\\\�\\,1 Hyannis, MA 02601 WIER WIN reL ree°c°xxem0a"R°°°crs"ecRurgxs % >- 4u + t .,. ,?.'y+ - 1� 6.0"1152 mm1 MIN. PIPE '� 1\\\11i ` �\ \\\\`� " �Y,s„F.,,� y�� - AV PER ENGINEER DESIGN ��, \\1���` �\\ 11\t,\\��]{IJ"`1 PIPE cuLlec"ecrwaeeaxa0er sssux°sro"wrv"reawnweens. ex n,e"nurwx soar°" /�, !.8„I _ ,',+ _ - : . (MAX.INLET=29 INCHES) �'11 _ �� 1\\1i��.\`\ PER ENGINEER DESIGN 1' /''' 3 �y a ",' .�3 01,1 /`, �1,J<v \\\\nl\1\11i1�1,�� �\\p4 (MAX INLET E.10 INCHES) ,aswmaeaz ` - °r"cru"m xr cuuec n<.of eao°xFSLo.cr.lzoo-mH°mea '. c;�i, V 'nit - Lit `- / `ScF y.-_4: .30.5'ms mml L:��\�\�\,1�1�1��� —`\ \\p(,P\p\�I\I�/ . r°rrernn, x°vs rxe"mare"me°orNxnxex Hrnscuw+we ear nmx°ervsm - .:.- N'- ;�./ ` __-':l ; -,. _ Y �-I!111�1�1� \\\\'\'\\i�1{ -r,rv. rrorem PARAMETERS . y �.., P� "/ \ 1\.n _ �\, TMr< mxE"s rxeNN � In�, ,� r 1�,��� II►�, \\ ��\� i�i // "}".-4/I { iMk INLET it '�k.°'a� T"ecwvnes"wueeorexeorromenEi,'��M1 - �YIt -- 7t,.'. ,*X r"F I ~c ,y'z _ 'Y'f,�. 6.0"1152'"1 m MIN. STRUCTURE \` n 1 \` �.�' \\- 1�, \eV sw,ueea ,,��.._ •.i., i. - i„i' 'V'�.� � 4.•4.<�. ;•V' V I �'�`� - �\ \I\u11��\��1^,� '_l\.I 111�1��" 1 / w °r°"°w<xesl.°°mmrex °s.s�e°I°,.mm,° vi \I'II /' ,I �./..iii-, / �i . /Ii. /!�i// !� / � -zp�\ 1�� \\ wme vrcan reed coxxecr°"wuet°.s+>rr,rrlo°s1^r 12.0"306 m MIN. no'I14T3 mm MIN. / I I e^ .y.`h \�\1\1�1'�1�1a�\���\\\1\la` -` I 62P 1321 mm \e��.-� -1 �i'1,1�1��1,/ \\\\ I t`���� \ t .mexvLvrusres°c°nnecrrncwvneea s"wLr naves maRuennaxs. _I m I CENTER TO CENTER "i'" "''"' \O 1 �� \\I\II\1\\i,r,-" rvArcxcwwx["nx°xttucaoss seta CULTECNO.ERNAL66 MANIFOLD FEEIFOR SCOURPROT LLINLTOREPLACED v \\\\\I\ 1\\1�� I_�� \\\\ FOR ENSURING ENGINEER BEARING BENEATH INTERNAL MANIFOLD FEANRE AND BENEATH ALL INLET PIPES ONLY. `\f�004�1i�,0)-' . \\\\,111`` coxammrvscr�Ar x°.w xrea,au mw°°L° SUB-GRADE SO THE REQUIRED BEARING CAPACITY OF - 1 . I+�1 { L'a \1sw"'"'",E°nc<wmry SUB-GRADE SOILS(ttP.) _ -\`.I1111.1�,�'\\\\\\1\ ��/ INLET i STRUCTURE �urre�snec°Hxervom nsruunm nsreumaxs GENERAL NOTES ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED • `` /� 1�� �\\.•,,dill, •,HVLV FC-24 °weN rso «"rlrmrxr RECHARGER 330XL HD BY CULTEC,INC.OF BROOKFIELO,CT. WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE •° ���/ � �o;;;1'i/ FEED CONNECTOR GENERAL wcex reorenTne STORAGE PROVIDED=11.32 CF/FT[1 05 ms/m]PER DESIGN UNIT. LENGTH OF THE CHAMBER. `'�-�I1'11�1i1 REFER TO CULTEC,INC.'S CURRENT RECOMMENDED i, C ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN CULTEC RECHARGER x me curre<cwemesas nx°resocoxrvecra+sumizwc INSTALLATION GUIDELINES. - `,, E1 aE THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC • ACCORDANCE WITH ALL APPLICABLE LOCAL.STATE ANDE .re iresnu vurec.mc.or saoal,slu°.cr.lxirmwmoa,sroalseasst LOADS WHEN INSTALLED ACCORDING TO CULTEC'S, FEDERAL REGULATIONS 330XL HD CHAMBER n 5500 x nl RECOMMENDED INSTALLATION INSTRUCTIONS CZ ay z rxe eeareX Le es Lx nawewavice • xms�arrnnLs srwLrwven sera rs srnswrx ar s+sLss l+.mnM"s"Asrx o.szx resnxera-,xe° _ ¢ CC 3OXL CULTEC RECHARGER 330XL HD HEAVY DUTY TYPICAL CROSS SECTION ;°a` . CULTEC TYPICAL INLET CONNECTION D a) c r O > > Q r n sxxLL v ry "sxT nry P ry N ° ,,rzn,...nrrexx,eer£°e eeor oerressxnXnmrer ees nss u""uALr Lxr nxw n,avry ee"".vw"eAarr w<es awrvnrrr Lvoo rwvree w"noA.arrT vrvncA°000rrr.o..+°oN:"wseeercnN<lwe+ee4 a°zIzarms9wr,rmaxez osslH nsserse wre,"rxnse�ssr+r.x r°wo°H emTe er,r,°re"es zf FINISHED GRADE. • • • • • I- _ ° Zs • • • • • ' j.. • • • • x I- Q) U i. Q - N • o fT O ° rEx u °x°srorA,ED xmxnrexa .O DLNm r peep "xN @ ems•) �N y m I\� MIN.95%COMPACTED FILL lq m D r Urn 2 ACCESS&CONDI MY 10 eE MALLET •U r w_ 13 Iw o • • ` F NG Pa\ r-RmmE FOR .1 ,] �,? \y\�\\�� {+, , CULTEC NO.410 NON-WOVEN GEOTEXTILE AROUND I 2450. >rIMMO* I s'/'�/\A %t1 a,i®� STONE.TOP AND SIDES ONLY,MANDATORY —12"-1� p C it 01 �/'/�I\ " .�".'s - + PIPE DESIGN AND ELEVATION,SEE DRAINAGE PLAN 1-2 INCH[25-51 mm]WASHED,CRUSHED - I 'Ill' I �,` t� O ^'r. I` FOR INFORMATION PIPE TO BE INSERTED 8 0"[203 STONE SURROUNDING CHAMBERS • _ Jam\ ). \\ \ /� �`} �:s- •- mm]MIN.INTO STRUCTURE AND 6.0^[203 mm]MIN.INTO n. ( 12 0�0 �1, - CULTEC N0.410 NON-WOVEN GEOTEXTILE AROUND .. i 5 •n �,: C 0 : El - {" SSG iY"�m i� CULTEC HVLV FC-24 FEED CONNECTOR INSTALLED CH BER. INSPECTION PORT.LOCATIONS STONE.TOP AND SIDES ONLY.MANDATORY. z Le �' y �a INSTARTER UNITS FINISHED L ?. - 1 FT 0 vlo 7 sue' ,Vi,P. ALL 1 _ GRADE PER PLAN. m $ $ O AM • 'limn ov OIo �1 oI 1 � (SEE LUUM uc7AIL 99 ) NATURALLY '� o k c Ltd \ - 1,1` -6.0 INCH[152 mmJ MIN.DEPTH OF I COMPACTED FILL r 11sz mm1MM. _ S CLASS mnoaTE - \: 0 .1 I. 1 - :r 1-2 INCH[25-51 mmJ WASHED CRUSHED '"`2. r y YH \ rl - - - .0 ll • _ II /( - /, 12.0'3.66 / '�•f 4 "A yey F4, 'k� ,/,- .:/� ( _ m _ w 4 • STONE BENEATH AND ABOVE CHAMBERS MAX BURIAL DEPTH �' x � \G' e.o"nsz mml MlN. o a' ♦'PVC RISER Q',': dl - 11 II• II } •�. + $kr�;:- - '� •=x \ o h MONO.Inm 6.0'[1.8 m]MIN. :. .11 u• ✓ u -' -�. , 1T1 , 1T1. J' = S o SCREW M CAP COUPLING RING CULTEC NO.66 WOVEN GEOTEXTILE : I • ' ,111111111o1a1111111Al e1a11111111110 4 •111111111111111111111111► k A _ PLACED BENEATH FEED CONNECTORS 'OIL —1 CULTEC RECHARGER 330XLHD MAx.INLET • r \\ 3Os'Prs mml • '3 '3 m INFILTRATOR CHAMBER t_ •I a I ■\•M ii..I S ..ili■ / ■1]•.i I M l.O . _\` o. 0 0 o HEAVY-DUTY CHAMBER ,i L�IIIIIIIIIIIIIIIIIIIIIIIIMEgf illiiIiIii�I�I�I�I�i1 iiii1'*- O m - • ll • 4 U II It • \..a \\\ I ®®®G z n -I - 'I 1 - - OIO,�1 010 ) EIO / 017 \\ F I I I I I I I I I 1 I I I 1 1 1 1 1 1 I 11 \ C dl dl \�'�re - - e.°•Dsz mm SHEET.TITLE CMEM ,,�+., 12.0 INCH J305 RIM]MIN.WIDTH OF \\\\ ` .- == =- DID 0 01�10 .0 H .,!`i!i�ii�!i�i p�!i!i�iJG \\�i�Q ?i!i��\�pyw�J!�� �J!�J!�O!�J�J��/J!�O!\:1��/pl�y�p!�y��������J!�J�J!�\\g*. 11�1�1�1 1�1� 1-2 STONE HORD mmJWASHEDCRUS CRUSHED s'i\... y\j\�J./J/\/J/\//JA\t\e/1-/\/J/\/\/.LA$`/•• i/i,>,ii/i,i✓✓✓✓✓✓„✓✓✓✓♦ Cultec Recharges 330XL EI®0 OI�10 II v ���_,-,�,■,■11 10.0'[3.0 mJ MIN. _ p1�7 01010 G STONE BORDER SURROUNDING ALL CHAMBERS RECHARGER 330XLHD CULTEC NO.66 WOVEN GEOTEXTILE t• 01�7 El 10 41 U 12.0"[305 mm]MIN. HEAVY DUTY CHAMBER HD D o PLACED BENEATH INLET PIPES F.•• CIS 0 II�IO L -II [I :" �,' Details Plan - II 4 n If '—� �"d (:a : CULTEC NO.66 WOVEN GEOTEXTILE(FORIN U IKSPECIIOX PORT TO 6E INSTALLED PER 1 --� '� } ' i ',.�,.A,1+7 y41"w, - SIDE PORTAL FEED BE CUT C OR FOR ALLOW FOR k. 's y'k y „.1 d SCOUR PROTECTION)TO O PLACED BENEATH HVLV FC-24 CONNECTOR ALL STARTER SHEET NO THE WMIFN.TURERS RECOM4WGEIWIS \1 ..if! , 3 4_1'-,' 1 }g�,..1.. INTERNAL MANIFOLD FEATURE AND BENEATH UNITS.CUT SHALL BE WITHIN 1/4"[6 mm] C6.3 ALL INLET PIPES ONLY. TOLERANCE ' PIPE DESIGN AND ELEVATION,SEE DRAINAGE PLAN FOR OF SIDE PORTAL TRIM GUIDELINE INFORMATION. PIPE TO BE INSERTED 8.0 INCHES[204 mmJ MIN. DATE:JUNE 1, 2017 O INTO CHAMBER. c- INSPECTION PORT KT.S. 80 CULTEC RECHARGER 330XL HD HEAVY DUTY.PLAN.VIEW • eo` CULTEC INTERNAL MANIFOLD DETAIL ' L :ii4?€ aso -. pETA1L SCALE: N.T.S. ' DRAWN/DESIGN BY:JCL CHECKED BV:IIIIE 'O it - - . JOB N O:2015-053 C A D D FILE:2015-053CULIECDT.A m E co , .O r - .. j.1 —. _ STAMP: • ee,"' 11 3:10 I \ • Z. • "'Ls �41 •t l LAWN , tHi1 • • i ti11 i y "-� --• _ II s I • R+ a - c rrf�'R •wYT' 'NCH AT ' gyp�C I ,I a W i ,,. — ,',T 1 .„ �_ EDGE,TTP ...... A ' �� II Z I .I b { I K ter/'-1 � /��-'' U • seam` ,"'�. "`''a * r'1 .. \ i ha . .� FJI II _ �I. w U. e j x + 'r" a, �Hv FNE '' eO2 la`s+ 0 ,_ tl �„� TARE ,r"`u•°. ' • v , \II so • ,w ' " `+mot `• �" : NE c .....: o �; CP •p ��y!o 'm s... - _ . LAYS!t \ . , E. -, .,. :::' • t _•UMP • � lid CEDAR g 3c1 ' :r 4."'''' .,�• r' �a _o+ tI 18 - 4., , EF- R R FFNCE"AT . 1- Y B'.I/ k}i • X,•TI ?"'` 7; „., '$ h V h. i � R s OW i 9 I k'= 120) I • • `lJ rrt ' T r ?uy, r3 29 + t-, 10 O - �; Concrete paversNlC-to be lawn �•. q t N:`. �� r P� ,fig_39 'T d- t.: : RM f. 2 i2G.i 1 v -1111:[ „I' .. L Al,I f _-HFI r 51 \ , r„. r $i x Q `I ' 7 k :axe*, �'O -^+,i �' . _\I• JtA "11�`_ ,''L y"�Y,' L yza"' �?�4 ns + �X c.. :,r. .. 1 �1, a A i � '!5x r Iq`a 't t` •' � �'. s 1 Q U �S y HM ++ g to 14 ` % + nt tt ��' *�� i�B E ir-Vt a �;, -,- g '�� i5�"`'•' ''tx - HM '°' 9 I 4 44 i 1 1 - - r t .:�.i" N C J •- -'�'Pi� �.§k .tYt'Y.•. '.'.. �. ,v,. Art- 1-7 Hn L.,YtN . tf` t24s' lit ,- `^ 4 �T., - = z ••L1J .fit, r ,—••4t ; s *I:: p• k a .' r, ��, :. _� rt� ;..-sD M � [l S*k i1 qq '" °"� ..:`,.'s^g^ ie = -= Q 5 ,'Mi.. s -,'a Yy s-�A.• .:� 7 )' .7 �?r e+- Y LL 4.: /_— J -i _..��� �10...- -' ,:: _ 3 t { s- y 1, ah.s '. t' LJJCL 1. V LLJ - 1- t x ';Y. fi^ '� M R "N" =v`a y!`t t ,8 ^'',3 .a-.'.. g ,x' '$ — Q ,- _ LLJ � r°s s ,e k r ,l s1 a .- i = y '` Ly . -'%'q': •.spit `s 3�X / i \ �. Y to - ,t • 7 .� f K * ;z e.` �{ S » ( ' \ q ` !1 t Lit eyf., e 'T9 k t' •'„' ,""` ,:+'.;,.,,•..^"' _ • i rr"'` a • -� nr*a ai - .. • • L.• '�.• i "'•- n. i` _ -- ." t . PROPOSED - -- --=- "" PLANTING S.CWEDULE'• LANDSCAPE PLAN _ — -�- - SYMBOL" ABS BOTANICAL NAME COMMON NAME SIZE "REIMRKS. OUANTRI' --- - \,• ,; SCALE: 111 = 20'0" TREc4 — � y - r C KD -GORRUS KOUSA - - KO JSA DOChIDOD.. _ __ .. - p. fl (JAPANESEDOf WODD) — — • DALE LSSUED. DE CE o 5� : • WI E - - -= - - EN „iv. 21.zo to INpEp N _ R BRUM RED MAPLE REVISIONS: • I 11 16 1 � • __ _ __ _ _ - 11 4 • I: llam• '�,: �� BP .PYRUS COMMUNI9 - BARTLET PEAR ill �— J� -" - SPR - PICEA - SPRUCE TREE AFT.1/T. MELD A9 INFILL IN 10 —� �� _— — - BUFFER LOCATED IN THE DRAWN BY: • - -.�_ - 5 as PROJECT#: -- FIELD N/LANDSCAPE HC • T • Y za DRAWINGNO.: / HM HYDRANGEA MACROPHYLLA' FRENCH HYDRANGEA GAL • B LLEK GLABRA- NKBERR 5 GAL 7 1 • t 1 - TGM. ARRHENATIIERUM ELATIUS TALL MEADOW GRASS IB'-24'HT. SEED • A / LS , 1 • .. .. ,�,�� .. FOUNDATION PLANTINGS __ TO INCLUDE MIX OF EIOItWOOD, . _ a RHODES,AZALEA 1,A/NIPUR L :Muir N I I �--� 0 1.,ML 1C0001 Ce MOM UmMI001 Inut SOAR M w0 NMI a '� 1�OWI /MIr-j 1 1'/•OagL 'lloa 10 AM/OOYa0/ow Imo N .SIR OIDOI•M C Rumen 0 N LL 0111110 1011011111 71/0!1 II3I00001 10 OW MR (1�•O•A,�7f7dd MO NN OIIO1 IIRJIO woo HAY gat OIL 1![OR / y y a �IIOIf M V.OOilalelO1 LAIC WrOQI0f1 OF IaDCOt, 1 --Y COMOs'J1TON c Au COM01rWIa1,1f1a9ssi ealMMona AVOWS OMIoIO M w•1 {I I8 AL 01'llwl 1 10 0.1.0 0f 41 M Aa MWS 01 01 011 OOuaMa wit 1f0 rail owns oarelleM WOW W NOT WNW° to to 1 4 Ar111 4. Daa1M IOC Aa IOR 000 O 0 30MD m I1mIL �J moatmo COI/COI m AO 00t 16-00 wRL S. GPI 100 1111 "' . $ C ma somooaz tom 1r/ L ey I/ m a WOOL saw M 11wm 1�.Y 17 I Ot C �. a a,AL Oar WOO 10 i Pao m 011MMCACC 1AAaaa 01100 MOW '7r ROW OM NI AMa110 PA A10•1iLw1 a O ea RIM �_,vO pr p O.OSN Iowa FOR ILL MOST MO 10 a:AAMC-1w MOO NOM I Q�Ur / i lssp L' O a E 1 NOOIR Q IL 1O RAM a Sal Raaam weal Mar MO■OOr m I I I // I Q �a a)) -2 1 OW 1M RN POr0lr I1a 00m `\ 1 1 7.MI.OM M1alr 10 e COMM M MIL MOM 0OW10 NOLO 01 y 1 •l1,/ 1 w MORO WON AO MUM m o011a RAW a A@1m - . \ Y •• L Rr IMO MO s®AL oa0�0 MOO Mar Pea -'R I I I\ `\ --r-"I1 /-\ R q .! Q L w0w71 M0100 01011/40 As Mara W AIO MIL 1111100 e 1 t \ 1 (JrA1®HAY OPUS i R�Ionr ut ` 1 I 7/� 1� Rs Oc fa1A110 10 wM rs0laa'D 1 1 PPPICR 1A16r As 0101 ( 1 I I FOR MIT Or odrAwaa -` LOCUS MAP O �l ,1' CALL MO=b MAL MO'AIM 1D 10011 N AOaMMD M M O YBOOIp. , 14 CO10aR01M form OIOOUm M 0110000 MwuR / - -—— — I SCAT!1'•• HOMY oalafoM N CMa essall NO ro01Maa1 e•aam j 1 1 A >i 1 - -,' If C 0 If,aaaoaal tom•a010110a wal A1.0aR0ae,Mount 1 I t1 I \ I ! r 1 I A IDaasM Mi 1M11Ir t11M 1oA4 11OYOM.0 a•fo1 p 1.1.OR a 0rn NOT oraL aAa eon Maosl•rmolnlwa t I Y 1 I 1 Ae�ms )ur ISM FM Fit 13-.�q 13 na Mla•aM1 m r M•aum emez aoMl6ew Ao 1 1 1 1 I ....:.:.: �1 � ' Of f rMAN em=Min mom a or guts ere left aafine R.r"awlona.o.m1.1ao m OIL maswe IAA•/Mau m \ 3g� I 1 .°� �em10r! d non ad gm se ma 1$ I 1 ' I t 11 I, • 101100I1a ' lut aflame COMM na >a 1a0a1Mllr NO OCTAL r11fr MAMA m oelr era alrmMlt,on1 11 l 1 ::i f t " CTL Of umN 000 �\ t I 1 1 ::;..:...87 s° ' \ �\ 1\q�' (n*) "" n -au 1 ; \\ �\ I 11 1 11 I ,i44,111°.� \ ..• 1 1 , " ' ;. NAL O�JOSAlA Mg OP Mt=Pen t ONOMAIM I N. 1 \ \ 1 4 I. I 1 •`• off:. 1 1 1 i 1111.4" 1100t> 0 L11•aDMa M1LL s I >a a OWL Salo 1 1 • -S ` 1 l 1 I M��• +�--- \ a.-a11o` 1 t - `_\ I 1 I I fa/M1.a, , / , 1/- i.. 1 1 .. 'I I memfa tee UMW Wo 1D►AOMt fart N fall PLAT / \\ \\ I / , I ~own cort mom to-to mum oro .- / .. i L• l 0/o0ID MUM as00 •fro a*-as /// 1 - �� \\\\ - •I• 'ice" -/gli • / II �1 . � ''' �i 1 I � rOPROPoow ioiwn°°Ieaa°.00fw as��s-as / yg` __-------, - '\ \ - - , , DI�], ` ~ i 1 ` 10voL POOP. OMM110a.MOWS%tee If"Se-.0111 \ \ / i • • ` i - \ \ -_l \ I t`D• P. I j`S� i C•OL 1 t 11..•'JOOw'•AMit's1a / \ \ Illi \`\ I'. .W_ .tl, `� - •. / Clef;fT<1MAL /, �_71-•__-- `` i�f' --� � ,. / \ 11� 1 1 .-'�. ,_JAI I a••1 f ATT BfC• Mar• • \ //��� \ - --__ „tit. - - ` I • Il Il 1 ' 1 T !° �.tl 1 I ...�!J� M7ARmiot/Maa(H►a I " / \ e Ater \rlr. ....,/ 1 JJ ® I M eMnlc' • 1 1 /// `\ : ''`\-------- ; .,..o I ___, m�►�+� I LEGEND - .i \\ •I�Ow ♦D •7..sops a.,��I '; -} -t �'1- - > CO ;.,4 ® rna rMaoa \\ \\ / /w�/ / \\�� \`�- 1� - _ +.` ` lA tAL.��1.�. w - IDAAI!am 1�IaA1 Lail ��i-1,p 1 `\1 -_ - a C Mae•e[ 6 \ \ \ - MK• elk 000 M1 I 1 a 1)--__ / ., ii:' ",„ r � 1. . 1 1 �r 1 l ...„-..:IN1111, : rem omeo Maw MCI b \ \ I '\ 1 / / •>K� ��"�^+�' %�j // -.l. r..rnMalAaomoyI - i1I �J �d1 `\ \\ - -• \♦ \\ 1 I 1, I., � i.;,! •oI� .� j /7.' 1/XL FOLVAL ukr I M ---9 _ ;`�I r' S o Oi Rloraae awl w . ♦ 1 •\ ♦ ` ` I \ 1 1 �' ' r+ %/,�� / , ! �1�.... , r- • , 1 1 _f-C'�� \ \\\ \\ , \ \I 1 \ / ,I--� illirv:•!;/.4‘ -, I 1 f l --i I I\ I wlolao CORM \II \\ • ♦I f \ ,1/ � `ilib\` ( ,�// / \ \\ `�/ I 1 ,e 1 J_1 ` ( I •--I, 1 `\ I RAO D1 Mosoo aOLIN MS `' \ \ \ — !I `\. 1 l�111�1 \\ RIMMED+m FIRST �'a�"�d: o I �� /I I �t rain; �'-JI It \ ► 1 S 8 8 I / 1 e I\ 1 I I 1 1 \ • olauo IMIa a a : li \ p I �. of mioN EL 72s \ \ I / '�1 • : 9% ` \° ,�'� 1 I I \I I► Ilia t i 1 \ `\ 1 11�l Rol h It 11 i & '� l `- i L� _l�j MOM •- "/ oar m ` I i - / . 1 I1 .t I eraaRe AT mo rri► '1 \\ ` I MIT 1 • I " - "" 1amik\ 1 I - -- ��� \ \ 1 %' • cs�011:elel _:-.i tx.era I ; \ • irc�M� a{ n 1 •/ / I j ice" i' \\ \ M• \\ •'F par �� y..'� \\ `\ \ //""� I Ii I ;ay I • , [' aMatMavM a j / i ,/ \\ \ •• �o aa/r sloaeae �. \ ./� /1111 7 t II 1 11 ..1-- / \ 1 / / 1 a,, ///°uu an a•[ • , l� / - \ 1 1 \ .A1 MA ��� -C '1 1... • s 1 ale"� 1 , / o fi / i / `. -- - - �_� ____ =-� -1--- 1 \ •R (eel"far auAMweq, / OM*rwa is , ,(i .=yc� • --- may_,! II �..� \\ ..\ ` / / 100 0.1 \ Foci 0..esc " """ L/ tQ 1 _-� PPE MI Melt " 111 w nee ar / I 1 `•. 1 \\ \\ - / 1 as /YI t1D111 , a tML - 1 } i , �.., ! 1 1 j I Cis f ram. _ ' r� A - ���///���/// - =-=--- ",l m.w.a Mr a-aoL �" °►! I60 IL ��n�sLae� DIEM wm elA10M11/MM1a1�� \ \ \ - " " - ,lo- SITEPLANP.�°1°aeeMNM�"`•Ile eaML ma C:C d r/1 Ooe)-«.ACO Am OZULATIONt ` _ s IDOaa w.1M1I -- i" 1D11A1 1�' .r Oat O MCP sAt:a 100 10 ,.`.. `. \ ` 0 arm Ro1Mu NM.4 Mer 1m/aL M'Ata S1 . \`-\---- ' 10 0 >o fa Ol Fes, IA DWPC MDufm015 30 211311111�WPM'QR M O0 ; ,aR MOl 11411W) 1C O10M1 m 110 MOT AT NI 011001 INOICAPC0 MOOS(''�-_ �v tAAIeD NAY OA1O AT IIIOPQIr ua - . 1- 1OM CAL 1 walh ORO..11 IeDO WILL wZ11 PUMA Ma T I1>D T oRa.lMltbY wl@1 MOw aMat nRL AroMIDA a ooA a MrAw 0AllOaar at 000 o•11R10 M[tae sue W1mw6 til o Ai w I LOORAC I AMMO 01110.M al l-00a O I • aOM/■Oli d00Y1r0 fl 001A Put,PS a.W Off/0 Pit 1-000-10-041 FAX 1-00•+11-000 MCH0C1I 0M0 01000010 NORICa 00411 IL!{,W�M 110 MM/M1 ONO 1 ) I I1KW Fw/1Fa 00 ��-Pe• s "n I- 99-228 SHEET 1 OF 2 f •7.I . . ... - , , . _. _.___ _ ,„,.. -. ,, , , , , . , , .• .., • , • • , • . ---Z ... • .-- ...,.. . I 4 — __ , . . . I — ---- -- _ _ _ _ — i - - 1 . I i . ___;. ____1 fr.- ,,. r---- i,--- h--. ---; ---,, 1 7.--7 +---1 7----• --T ---1 -- 1, '-- ." - -r-T --1 -1--T T- --T utotywoi,‘ Devieitic4 1 , , , , , 1 1 , , , 1 1 1 vVirifx.ti,t, , .....__, .... ..1 f... ...4 F.- 17-2- ! ; ! 1 "1 . r". i t .- h'. 1 ..r 1 r-- ' r "' h-'4'. I"- 1 7 t- r- — ---i !----- — = , : ' ' ' ' _ _4, _i i____ i___i 1......... i, \it 4 it 1 • , : irt 1-, ---,. ,, --- If • 1 , 4 4 4 I._ _, 1 -4 4-- L . ,•• , , 1 h--- t•---\ 1----- i--- ••-a t•---7 '---," I " 4, --1 t---- t i I 1- , ] 1 -i '- 1- I ,,ii ,- r._....i i...__t ___. .... _.., ___..4 i t....... _. . i I • -1..,.., E----- -------i-r-L2---1 _..; ;. __.: _._...1 ..4 1,.._ , ,_ u , I I til t • . 4 , r, 1 ; 4 , st\ , ,, 7 - Pt, ii ---1-- „I , .4 . :•.4 i.. * i 7 • , 1 lt i2:• • 4•l' CI? I1 - . i 4 ! h--.' t.--- r---i .-;-, , -- 1 r - 7---, -- - -- t----1 1----I - - f-- f---' r--- .--i F-1 ni . !.,, _,1 k• .1 .. f--.4 F----4 4--,.1 4---4 Ir---, 1- -1 ;---4 i-- I - i t---, 11----. 4-- 4 --4 ----, 1---' t• •-I --1 I i 11 . I i I - I ___, ,••- 1 1 .-• F , -, — ..... ---t 1--- tH --1 -4. i 4-, t--- II ' LW i i a 1 1 ....,..4_____ L_._.4 i_....4 •-•-•-4 1- ,. f.-- 1....y.4 _..i '_....., r_. ....._i, 4_, i___, ir...._, ir__1 1_ 1 • 1 I , , . 1,....\ 1 • \n, __ i ••• - -11 11 1 1 . 4...• -4 .-------, --- -.... 4.----i i--- -t 1---1 r---1 37-----.4 4----. 4.----4 ÷-61 i--.1 -1,--) —-.1 r r """ . *" 1 . 1 4 I-1-4 -1 •_-"I 't,. 4--EE'qk 9,•-•11 F,-\(-4 WAL1,,,/ UP .Ut' I — 1 --,- wtII ts ___ IZt • 1 - ._ ,4. I ..... _ 1.___..... IL-,.. _ ... .• 1 . ,s .7,7_4..,.-..--.-. •-__ -.,.-_-.-„., iT,_ ) - 1 1.-fee,bsi A CC. r. ____ _..... ---71-- ----'1 1 ..7 titi. I _ (.__- ..) .;-• , -- : /1 ,,,)Aw ,(...).•' ' ... ---- ____ ----- p womto ----___T ____ . 1 1 1 _ I."... ..... . ,• - . 1 V" ----- ,, \.i 51.0,1 1-- ----- -- ------ -I • I 1 I r— t. . , . 1 • 1 1 , I /, ,/ L4 1 I • - . ./.' , • - I ---- . • ,- -7--------- -—-77- -----7-7-7--—17----.---7T- ---- ---- t / / COVI6ett7 e*Xtrt i , •. • . 1 . ' r, r- - _i_ • . o Ci 4 . ...:....' _L - _L._ • .....d.— . . i . , . , - , . 1p I'?'t:/f f-1.0- 4e Hts ) ,,.1 _.............. .. v , •,,I -1-D1 lif L!1 ,. ,I Q 5 ii -- . lgreja Assembleia de Deus em Hyannis A ... SCALE. V .," ',.; 1 C.," APPROVED BY DAWN BY fr) d I I / (,. Located in Independence Park on R t‘-).(..e, k:• AKRO ASSOCIATES ARCHITECTS DATE i 48 Camp Street, Unit 6, Hyannis, MA 02601 Mary Dunn Road , Hyanns, Massachusetts tel. 508-778-6060 fax 508-778-2558 ,:. , . DRAWING NUMBER , . Steven M. Shuman, RA Alice L. Oberdorf RA . ., .. ..