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Home My WebLink About4418 FALMOUTH ROAD/RTE 28 � `,I I � ��I►��,a�� "�cl, ;, i ��Y ��, �.n `�. ' Y A3Y,�1 J w � i i' I I I '� I `� I I i �I) i1 j °Ftt+e r Town of Barnstable �VEJ.oPMfNr ° Planning&Development Department �a 4FA 9 Barnstable Historical.Commission * •ARNSTABLE, « 200 Main Street,Hyannis;Massachusetts 02601 9� MASS. S. .(508)862-4787 Fax(508)8624784 10rED��s erin.loeWtown.bamstable.ma.Lis `�"oF ttdaNStP Commission Members Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks cz i 7 July 16,2019. David Kuehn N Executive Director Cotuit Center for the Arts 4404 Falmouth Road Q Cotuit,MA 02635 W Re: Unauthorized Demolition at 4418 Falmouth Road,Cotuit,Map 024,Parcel 021 Dear Mr.Kuehn, The Barnstable Historical Commission has received credible evidence that the Cotuit Center for the Arts has failed to comply with a decision of the Barnstable Historical Commission made in accordance with Chapter 112,Article I of the Barnstable Town Ordinances,Protection of Historic Properties. A decision filed with the r Barnstable Town Clerk on January 18,2019 permits the partial demolition of the former gas station at 4418 Falmouth Road,Cotuit as described in a notice of intent submitted on December 17,2018.Application materials indicate that"The front facade;Mechanic's Bay,the west wall of the original building along with the floor system of the original building will remain in place."In recent weeks,it appears the west wall referenced in the application was demolished without prior notice to the Commission. While the Commission understands unexpected conditions may have caused the wall to be demolished,any partial demolition of a building determined to be significant must be reviewed by the Commission in order to receive an appropriate permit.Documentation of the unauthorized demolition will be included in Commission records. C1 As the Cotuit Center for the Arts is engaged in a master planning effort that may impact a number of historic buildings,this letter serves as a reminder that future unauthorized demolitions may result in project delays as the Commission considers.demolition delay actions..In'the.future,please notify the Commission of any deviation from approved plans.No request for enforcement will be made.by the Commission at this time. If you have any questions please do not hesitate to contact staff. Regards, Nancy Clark,Chair Barnstable Historical Commission cc: Gary Souza,Rogers&Marney,Inc. Jeff Carter,Building Inspector,Town of Barnstable r Planning&Development Department-Elizabeth-Jenkins,Director;Paul Wackrow,.Senior Planner Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 �ptHE Town of Barnstable 5 Building Department Services BAESTABLE :,snatasrnBu.; �, � wm'o ROwus�.�w�e.�mw"nz�vsec MAss. Brian Florence, CBO 1639 3019. a Building Commissioner ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.uls Office: 508-862-4038 Fax: 508-790-6230 December 13,2019 David Kuehn,Ex Director Cotuit Center for the Arts 4404 Falmouth Road Cotuit,MA 02635 RE: Cotuit Center for the Arts Map 024,Parcel 021 Proposal: Parking Facilities at 4418 Falmouth Road, Cotuit Dear Mr. Kuehn: Please be advised that I have determined that pursuant to Chapter 240-101 (B) of the Town of Barnstable Code, the .parking space identified in your December 13, 2019 letter is of no significant detriment to the achievement of any of the purposes outlined in Chapter 240-99 which require Site Plan Review approval. The vacant parcel (Map 24, Parcel 18) does in fact, require Site Plan Review therefore closing off the access is acceptable. We look forward to reviewing that project with you. Applicant must obtain all other applicable permits, licenses and approvals required, including but j not limited to, a tenant fit out building permit. Sincerely, i Brian Florence, Building Commissioner v°FtHET Town of Barnstable =' BARr►srnsre = Building Department-200 Main Street 9� ma , Hyannis, MA 02601 a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-1539 CO Issue Date: 12/20/2019 Parcel ID: 024-021 Zoning Classification: RF Location: 4418 FALMOUTH ROAD/RTE 28, COTUIT Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: GARY J SOUZA Permit Type: Commercial - Non-Profit Type of Construction: Design Occupant Load: 49 Comments: c Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition i F*�M ROOERS&MARNEY,nvc. BUILDERS December 10, 2019 Mr. Brian Florence Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Cotuit Center for the Arts Additional Parking Capacity Dear Commissioner Florence, I am writing you in regards to the parking facilities at 4418 Falmouth Road in Cotuit which is the location of our new Ceramics Studio. The parking lot at our n_ew building has ten (10) spaces and we have also created a new gravel drive from this parking lot westward to the vacant parcel (Map 24, Lot 18) which we also own. We would like to use the vacant lot for overflow event -parking but realize we need to present a request to.Site Plan Review. Therefore, in the mean time,we plan to close off the access to the vacant lot with posts, chain and signage at the edge of the approved parking lot.-Please see attached plan. Hopefully this arrangement meets your approval until required permissions are in hand and we can proceed with the Final Inspection for the current Project at 4418. Thank you in advance for you time and consideration. Sincerely, `C OA,ok,Avg,V S �'i�2n�i nko-,-Z cv� 1 . ,9 . r,� PLC' 2 6 —' l0 Building Quality Homes Since 1968 • rogersandmarneybuilders.com Post Office Box 310,Osterville,MA 02655 • tel 508.428,6106• fax 508.420.3550 • email gjs®rogersandmarneybuilders.com x.' . 8, ZONING 'TABLE BAXTER NYE PF(Fsro a.i orsrwcr) - .\.i.INPI R V.^^.&SUR4 V(i 5g� v�` DIS C3 RPo0. i :n AND SAtiWAR:P ES PPOTE ON ALL Wm SE'RE90EN E- nn.NTER .PEP 4R-E; BAXTER.NYE W PPmoscD.mntmdFOD RnT.1.9oos T ENGINEERING:& o ]i�Eii o !;�uE s _ REDE« m SURVEYING m ueEA.a ss ael ,• APc¢ 2zx At :, '~ �. i 'e.rt NP. mx wC PfpNRm E}ISn PNOPOSm RpbtRcd RoleA.fionN.FnR'vimr r i�- •- • 't' for AREw. +Ddsa S ]5.223 S OS.220 S qd LOW Surgpn y� ' IPbVtim m - 50 i] 78 16"0 S4 10 Fl 1 XUm 4 Yo 1 OMDI S ; Raox ] a •A ' ET 5 `R ) N,a (508)3]I]5°t N _ JD r - (SEE)nl-]Ri7 nx z5.siowEs-oP..wrt sroRr TORr..c�a •"•:eva1"-"K . 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NOT FOR:CONSTRUCTION 41— T a ( gaE�E ZONING TABLE EN,INEERING s SURVUrNG ,_ . �avm.�ma ba � , ,a.wR/RE - Eo�Anon - BARTER NYE mnb, nc.Rrs-Assorar(Eouu aµ. ENGINEERING`& 4 ro' SURVEYING - Iea 5i2wf i �m..sreaY: sroa TISI.v iME 63 SR) AaiTM.(G 969 tiaP�Jte61 . 1 r rfrl r i O ` (,gym`Eci]a�R ar enas Ate. /sa ri "/. s,mrss. w 'ewer (rorAEnAYI• �n•sPAaes m•"SPAors' :,n �.as .( Aarwa sr :E ,� .. ', wi6tf - ID'a 6 '•/A. by �•\ \ F �PRE[xtilw4 tort-Ntiaaexa - • SIGN SU RV ;,s a xinreE sPEc (aun,e auAx.. ±12 t N"aErAYr .�., u' & ENas•l 1 urzsr• a aeo R �° a6. ♦i, w lu A woRax it y'EaRti 5d; _ �• R Cotuit'Center For 7N9 Arts a a earx 4404 Falmouth Road �. `� ; row Acµetiaes ssAA .AT) rt tEarr Cotuft,AAA 02635 O t8 '_ /,.. Aso.vAR AnxssRic.su sRm ERE•:IIEai N OTES: agaEcr.:arEE / ��` ,i/ -. semrirweotarmsnw s.M eE-PEt-R.M w-:Axo"Ycg.ym(uRos;.Tom,aRw,wxos,nEayxurxis.,"Arm' Ceramic Studio "T '4418 Falmouth Road .% THE CO RAC ,SiMLL 06MKf.'ME X@QfA iO EOtrtDWE n..raE_-coasfRucm1..REFn r,lusr rw(x)r'FOfS; . wtlOR ro,mwosmc caRsrRucuorE Cotuit:MA"02635. r rt¢coamAcrm sRAu.uw¢sueYarAEs•ro•oa oxuxm<raa-AwRovu:mane uii-rimeurat'aR.aurvrm'o' PRODOCIS pR Ygmants -: ,•� t PROPOSED wIe "L K K;4w A'Ra A06dS la NL.PID%t F61INC 4aPE5 W VV L SULL:BE: rEss nEw si um:ua caos zioxs<a rrasE_.ux ,xo,mERAna Au:woR.vnu'eE w.twY sinvEs mR Yosr;cuRaeYr,4ouyEYERrsoc mE:us.ce¢ss m•YO.wrtwews ww as.ean¢s Acre .. ... .... ' /;.,. , ulOr4FKiM;of wSSYw,i5El,5,:ARgmEONRAE P.;ESS Ha/A. IT-SA s1 .,.:ter.:,,,. ;• ;.... .. ` o� E OEYOtb1/TrtLOOE EIa511xG`.Saa1ElURES SOUND nGiS.COnCREiE'PAOS r£YCES,ANO:1PPUmnI T'I- uRiFss. 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C44 /� FORPERMIT ONLY-'NOT FOR CONSTRUCTION ......................... . ........... ... . ........ ...... BARTER NYE.E..NGINEE.-ING &.SITRVEYTNG Registered''.Professional Engineers and Land Surveyors: 78 North Street,1 Floor,Hyannis,N1A 026Q`l; TeL;(508):77<l,7,502; Fax:;(50.8)771-7622:: December 41.2019 Mr.grian:florence,Building Commissioner Town of.Barnstable Building,Dept.: 200 Main Street Hyannis,MA- 02601, C1VLL.SITE PLAN CERTIFICATION PAOJECT:: Cofuit Center fortlte;,Arts,=l,Ceram c Studio: LOCATION: 4418'•Falmouth Rd.:Cotult,,,MA, RE SRP#02440/Civil Engineer Site;Plan"Certificaf o.n; I, Matthew Eddy; being a registered Professional Givil:;Engineer with,41le firm,:of�BAXTER,NYE ENGINEERING,&: SURVEYING,;Registered'Professional Engineers.and-`Land 'Surveyors', hereby certify that: 1.,have supervised `the preparation of the Civil Engineering Site;Ptarim and specifications for the.above named protect;and;that,,to the best .,in know knowledge;;information;and belief, 'such Civil,Engineering,,Site.plans:an&specificati66 meet the`;applicalile provisions of` the Massachusetts.Building Code,-asTelevant:to the site,design;anc(geuerally accep n effechai the time.of performance. ied standards of Civil Engineering :practice i I.further certify`that.h:or persons under my supervision,have:: 1. Reviewed„for.Elie aimited purpose of checking for:eonfonnance,wiEh the design concept and compliance, • with the iu-fonnafion given in.ihe Civil Engineering Site Plan construction documents,shop drawings; samples and other submittals of,;the-contractor(.)as..requ>red by tlie:construction;coritract documents.. 1. Reviewed,quality control;procednres for;the,code-required controlledtiy lEngmeering Site Plan materials;`. and 3:> Performed'inspecfions.;at appropriate;',intervals during construction to become generally;familiar with the; progress and quality ofthe contractor's tyork and to determine,ahat'the work is procee.,mg,in`genera, accordance;.with the:Civil Engnieering Site Plan construCron documents:, As ofthe date of this Certification,to,the,best.ofniy-knowledge,inforri ation and belief,the work.`has been substantially- perforated and;:eompleted,with'the.exceptions i oted.below,ui genera-I ac.cordanee with'the Site Plan„dated Ma'fth 2a, 201:9,as:Approved by the Site Plan.Review Coirunitteej approval.letter d`atedApiilIZ2 1,09(SP.R.#024--[9) Tli s certification is for the purpose of checkug_for,corifonnance witt `the,desgn concept ana_general coniplianee withahe information given in lheApproved Civil Engiueerhig'Site Plans. It is not to lie considered a field contrOUAs built of all vertical andhori ontal ii.foni�at on shown on'laic;Approved Site Plans""" is rt to, uiiply daily inspections of site.plan related`work; Thefohowing additions to the Approyed'S�te,PlAn-Ore noted: I, One additional gravel'parking=space suns.adda:6fid is in conformance w'th Zoning.: 2. .A gravel access aisle.was-adde at west end of:pa►king area to connect to existing oyertlow fo`r the Cente.:r Land Stuveys ® Subdivisions',"• Septtc Design, ® Wetland Filings ® :Site Design December 4,2019 Mr.Brian.Florencei Bldg.Commissioner Town of:Barnstable Building Dept:,, SRP#024'49/Civil Engineer—"Sate Plan Certification- Coti it Center-for the Arts—'.Ceramic Studio .4419 Falmouth R,&Cotuit,VIA 04, 0 MATTHEW Name: Iylatthew;Eddy PE. " Cnril: °' Registration No AI N! No..43183 act` o . QISTe ' Seat FSSjQN�L ��a Signature Cc: File; 0.�2019�2019.00S�ADM[N1I ETTERM2O19.00S L3 BF'Fiiial:Site.CEriification.docr Page. 2 BAXTE°R NYE ENGINEERING& SURVEYING Regstered;Pro,fesstgnal-Engineers„and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:f508)77 -7502 'Fac (S.l)8)771-7622 December 4`,20:19 Mr.Brian Florence, Building Commissioner Town of Barnstable,Building Dept. 200 Main Street Hyannis,MA. 02601 CWM, SITE PLAN CERTIFICATION PROJECT:. Cotuit Center for the Arts 7;:`Ceramic,Studio; LOCATION:, 4418:Falm'o.utli R Xoiuit,,MA, RE 8RP02449.1'0v11 Engineer=Site Plan",Certificatl'on.; I; Matthew Eddy;'being,a regii. stered I'rofess`ional•Givi1 Engineer with.the fitm.of B'A3 TER 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 trained project,and that,to the best of my; knowledge,.information.and belief,such Civil Engineering,Site plans and-specifcations,nieet the-.applicable provisions of` the Massachusetts B.trilding.Code; as relevant;to:the site design, and generally:accepte" tandards of Ci;vtl Engineering practiceein effect:at the time of:perfornance, I`:further:certtfy'that I,;or;persons under my supervision;have;; 1. Revtewed;-for fhe:lirnited purpose of checking for.conforinance;wifli the design concept and:compliance; With the information given in-the Civil Engineering Site Plan coristriiction documents,shop:drawings; samples and other submittals.of.the;contractor(s)as_reduired by the,constiuctuon contract documents. Reviewed°quality,'control.:procedures for'fhe,code-required.controlled,Ctvit Engtne.ertng Site Plan materials;'. and. 3 Performed inspections at appropriate°intervals during construction to become generally jamiliar wttl ;the progress.;:and,quality.of the::contractor's work-and to.deteniine.that the work,ts proceeding:in general; accordanceawith,;the Gimil Engineering Site Plan construction documents:. As oftlie.date oNhis Certifcatiori,to,thc beef-of uriy knowledge;infor►nattori and belief,the work''has,been substanttally perfotnted and'completed,with<the.exceptions tioted;below,in general accordancewith`the Site51 :Plan;.dated Marcli 21, '2019,as Approved by the Site Plan Review Cotiunittee approval letter dated April..2','21;09'(SPR 1f024:-1;9) This certification is`for the purpose of checking for conforinance,witt;the design concept and general conipliarice w�thahe. -information given in'the�.Approved Civil=`Engineeriuig;Site Plans. It is not to be considered a field control as-built of all vertical and horizontaLinfortnation.show on:the;A6' owed Site Flans'not is:it t6,iniply:datly uispechons.of site plan relate&wIork;; 7 he,following,additions to the.Ap' roved Site`Plan are noted; 1. One,additional;gravc. park_gspace was -ed;and.is in conformance With Zoning: 2. ,A gravel.acces.s.aN. AVas.added;at west end of patkutg area to connect to eKtstuig overfiow for.the Center: Page;r Land Stuveys . ;Subdivisions -• Septic Design, .. Wetland Filings ;Site Design, December• ,..2' 19 Mr:Brian Florence;Bldg.Commissioner Town of tamstible Building Dept:- SRP#t 24-10].Civil Engineer—'Site Plan`Ceti i`cation, Cotuit Center'for die Arts-Ceramic Shtdio 44IS Faltnonth Rd..C.otuit,MA r �aW. ' + Name Matthew:Eddv P E; EDDY � CIVIL_ Re istrattonNo.:r4319'3 g No.43183 ISTE Seal c�SSIOPIL � Signature Cc: V&. :�2019<12019=005�ADM[4ILET76RS\3019-005;L3 BF Final•Site Certification doer i Page 2 t Town ®f Barnstable - Building Department Services - yP� Brian Florence,.CB® * + Building Commissioner - BMMSTASLE, BARNSTABLE MASS. _ .+u�'a�stousiiiusgCO+rnrsae;6 s 200 Main Street, Hyannis, lY A 02601 1639-2019 a639' �0 www.town.barnstabie.ma.us F Office: 508-862-4038 Fax: 508-790-6230 April 22, 2019 Cotuit Center for the Arts Inc. J c/o Mr. Matthew Eddy, P. E. Baxter Nye Engineering& Surveying 78 North Street, 3rd Floor Hyannis, MA 02661 RE: Site Plan Review#024-19 Cotuit Center for the Arts, Inc. 4418 Falmouth Road, Cotuit;MA'7 Map 024, Parcel 021 Proposal: Redevelopment of an existing gas station/auto repair/retail by adding 746 s.f. to the rear of the existing,structure and providing a handicap ramp on the side. Building is proposed to be used by the Cotuit Center for the Arts,,Inc. for teaching The project will include a new gravel parking lot with a stormwater system, new septic system, and lawn/landscape area. No entertainment, eating or alcohol is proposed in this building. At the informal site plan review meeting held April 2, 2019,the above proposal received an administrative approval from the Site Plan Review Committee subject to the following: ® Approval is based upon, and must be substantially constructed in accordance with, site plans entitled"Ceramic Studio-4418 Falmouth Road, Cotuit dated March 21, 2019 Site Plan of 40 Lewis Bay Road, Hyannis" dated March 5, 2019, 13 Sheets; and, "Stormwater Management Report for Ceramic Studio" dated March 26, 2019 both - �. prepared for Cotuit Center for the Arts by Baxter Nye Engineering & Surveying, Hyannis. Also, floor plans and elevations, 2 Sheets entitled: "New Addition/Remodeling for: Cotuit Center for the Arts" dated February 13,2019 prepared by Cotuit Bay Design, LLC,Mashpee. m A letter outlining the educational use of this building;providing justification that the educational use qualifies for a zoning exemption in the residential district pursuant to M.G.L. Chapter 40A, Section 3,will need to be provided to the Building Commissioner and approved by the Town Attorney's Office. Contact: Brian Florence, Building Commissioner 508-862-4038. ® The HC parking space must be located as close as possible to the entrance to the building. ® An existing building code analysis is required to be prepared by an architect and provided at the building permit stage: t� t _ • Must comply with conditions of decision of the Barnstable Historic Commission for partial demolition dated January 18, 2019. Contact: Erin Logan,Planning& Development 508-862-4787. • The maximum number of persons allowed is limited to 25 based on the grandfathered flow for the septic system and the Saltwater Estuary Protection District Ordinance. Health Department Director, Tom McKean 508-862-46.40. • Fire Department requirements will need to by included in the plan at the building permit stage. Ceramic kilns must be vented in accordance with the manufacturer's instruction provided at the building permit stage. Contact: Cotuit Fire Chief Paul Rhude. • If a natural gas kiln is proposed, design for hood will need to be engineered and provided at the building permit stage. An electric kiln will need to be vented for heat accumulation. • 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 certified"as built" site plan and 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 Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Cotuit Fire Chief Rhude Tom McKean, Health Director Griffin Beaudoin,DPW Licensing Planning &Development i RLM ROOERS&MARNEY,nvc. BUILDERS December 13, 2019 Mr. Brian Florence Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Cotuit Center for the Arts Additional Parking Capacity Dear Commissioner Florence, I am writing you in regards to the parking facilities at 4418 Falmouth Road in Cotuit which is the location of our new Ceramics Studio. Per Article IX, Section 240-101 - "Site Plan Approval Required" in the Site Plan Review Code, we are requesting y6ur approval of the two (2) deviations of the approved plan prepared by Baxter&Nye Engineering:&Surveying as follows: 1. Originally there was nine (9) spaces approved by Site Plan Review. During construction and after consulting with the Civil Engineers,we added an additional space for a total of ten (10) spaces. We feel this causes no detriment to the existing plan. 2. We have also created a new gravel drive from this parking-lot westward to the vacant parcel (Map 24, Lot 18) which we also own. We would like to use the vacant lot for overflow event parking but realize we need to present a request to Site Plan Review. Therefore, in the meantime,we plan to.close off the access to the vacant lot with posts, chain and signage at the edge of the approved parking lot. Please see attached plan.. Again,we feel this cause no detriment to the existing plan. To reiterate,the adjacent lot will not be used for parking and the access from the new lot will be blocked until the time we apply for and receive permission to do so through the Site Plan Review process. Hopefully this arrangement meets your approval. Thank you in advance for you time and consideration. Sincerely, Building Quality.Homes Since 1968 • rogersandmarneybuilders.com Post Office Box 310,Osterville,MA 02655 9 tel 508.428.6106 9 fax 508.420.3550• email gjs®rogersandmarneybuilders.com COTUIT CENTER` FOR THE ARTS December 12, 2019 Mr. Brian Florence Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Cotuit Center for the Arts Additional Parking Capacity Dear Commissioner Florence, I am writing you in regards to the parking facilities at 4418 Falmouth Road in Cotuit, which-is the location of our new Ceramics Studio. Originally there were nine (9) spaces approved by Site Plan Review. During construction and after consulting with the Civil Engineers, we added an additional space for a total of ten(10) spaces. We have also created a new gravel drive from this parking lot westward to the vacant parcel (Map 24, Lot 18), which we also own. We would like to use the vacant lot for overflow event parking but realize we need to present a request to Site Plan Review. Therefore, in the meantime, we plan to close off the access to the vacant lot with posts, chain, and signage at the edge of the approved parking lot. Please see attached plan. Hopefully this arrangement meets your approval until required permissions are in hand and we can proceed with the Final Inspection for the current Project at 4418. Thank you in advance for your time and consideration. F _ Sincerely, IU/ David Kuehn Executive Director Cotuit Center for the Arts RICTM ( Wa,ZONINGG TABLE BAX�"rK NYE . • I 'r . AfW.s a 1PoCT5. POD .2Mrt a—541W—--I—CU. J�-d''� .�� . r °°ssE c in-s'mtr�R.r m°"w"fs"E:ssE�R.Y�EwcAnaw.•. PROPx�,.Yz..muc..naw�••. BAXTER NYE 1 • PRDPOSED BNLpNO fDOTPPINI' 1,1XNI 4 ENGINEERING& \M: Tltu elxs o .wE.s SURVEYING e4:• �t .�. PARea.AREw:]azz]: ., ff �•.' 1 EfA511xG RND—Pd—En4 Wf I 33 Y and LaM$uieps , atIDxE 18A«:- 5 70 Narw sY l ll- nOMO�' I manna I i. O`J' ' � �•5 I:P renal Is n 1#me'-(sm)m-]soz , s J/ t'SnMr f rt rm- (SOR)]1-I6]I T•• : { Yi v C m ...m.ls-n } S FE [E5-IR=YARD i' r I O (I"1FEE/]0 R UF:FROxiAEE). •. 11 `T O�E—OxOF PYBERCTASSEYBET.t/Cr£RY] ' � � zs Pm_ws i Y. B].mwas xp -svA¢s f ','CnK{[Wr r - ACCp B1E i P TaTA.P.Alvtc:(TOTAw.u)•' tn•:SP.cEs. R TAMP tl '� PNMW ST 43': th'SPACESttE' y a.bfur pi• oEsxw wm 1Rucx uaumFWw' WnC,wA I- ••�PRf O�RG xOx�Wx(�m,•4W j I { SIGN SUM ARY xs YET..T ,G uuBW xFCNr �atAPiRe 1�; s 2 1 I 7a NSYE ... v i 0 rtOCRK AOWx6 M11 1 CII minpl FPYCA&Em ES (OTCK)'4R51 E qEO l .. e� -REOw CUWt; AxfES R A¢xoE S�\ xEt255ARY(EPEnK xoR To♦tR6Y Cotuk Center For The Arts 44 WORowc�` �`uEx�is °i4or.A�"i 04 Falmouth Road Cotult 63 -wms)wstouslm .MA 025 (l` - NOTES,LAM Pno,eq.T1TEE Ca—'—az:aR Rum:w wCCOR0.1NtE WRxunoss.rowri mnu+:xces.RE4uwulWTs.,..wo Ceramic Studio I 4476 Falmouth Road. E lxE DR SxALL CONEACT M E1GmEER.M salmwE.A PRE'=[4KSIRYetRv'OEEnK:ATtGsr,v.D isi ems: Cotuk,MA 02636. y, PRroR To uuWCRx cExsmucmmll .. .. v .•- . 1 nd CDNTRACTM'4ULL YAIS SVBuirt4L5 M ME WfaH[EF fOR A Rd—BFPORE.nxY IARWCAROY-,OR OCUYERti a< '. 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T1k fYK1.FDOE Of SAWNf'SNUR.eE.DCTFxuWm COMIWCEOR'w T4 itELOtO WIOPG��EIE+A 70 i1e RFO15mpV4 GRAOfS: PROPOSFO wSPRiCT$IE4L EC E BUTiFD.uq.BIFNOm lO < s <` 4aYL t0 RFUAtt E"DIFxOm 11VMrttlx 6ENE(N PROPoSm ANp ElcSiwc vS T, mum-BE t •. /�--: - Ax'APP .is GRAD UNE[$50RIQ1'!II$[NFxI1rS0.� 'AwT SxALL.ROT�_A&'.IMT. - fi yy t' g' \:: umt 6 Do1[NSWi6 5x0xx K2:1p,OUTSmE IKf 0 F"IlTRU,OR rAfl,M CURB WNEIS 'a', ' zIs. ,� �' r ,• o9.n"A¢ALLLLR nSPRswEivN xWwDEOTM mS xuAuM uBwE4 5 Po nG.S AIm.5R r YxYE; B m-R' 0 PAR xEET'IS— ORCM,YAoUR-,mCo— p sLL CcLmR.x -wRRR TIP-v3s- !_j La, yout`Pian 18 10&RIDwD AKD SIIF=—E,Skl'NEET.REOYWE—0 I'd N Ow.E AUD/OR SICR'OROiNAl:C[S ( 21-1'10 ]o V C % -% SCA1C FEE FOR PERMIT ONLY-NOT FOR CONSTRUCTION D "" ! oFINETati Town of Barnstable Building Department Services BARNSTABLE * BARNSfABLE. * 6wzMIS111•cEzOr M%•mru[r•xra— v MASS. Brian Florence, CBO MF$0.\S x!LLS 1639-I2014tR&LREE 1639-2010 575 i639 rf639. 0. Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Y� December 13, 2019 David Kuehn, Ex Director Cotuit Center for the Arts 4404 Falmouth Road Cotuit, MA 02635 RE: Cotuit Center for the Arts Map 024,Parcel 021 Proposal: Parking Facilities at 4418 Falmouth Road, Cotuit Dear Mr. Kuehn: Please be advised.that I have determined that pursuant to Chapter 240-101 (B) of the Town_ of Barnstable Code, the parking space identified in your December 13, 2019 letter is of no significant detriment to the achievement of any of the purposes outlined in Chapter`240-99 which require Site Plan Review approval. The vacant parcel (Map 24, Parcel 18) does in fact, require Site Plan Review therefore closing off the access is acceptable. We look forward to reviewing that project with you. Applicant must obtain all other,applicable permits, licenses and approvals required; including but E not limited to, a tenant fit out building permit. Sincerely, Brian Florence, Building Commissioner C4� Tom OF BARNSTABI E December 13,2019 1 ; 13, PM 3: Mr.Brian Florence C OT U I T CENTER Building Commissioner FOR THE ARTS. ^ Town of Barnstable Building Division - r}j r l r - 200 Main Street Hyannis,MA 02601 Re:Cotuit Center for the Arts Additional Parking Capacity Dear Commissioner Florence, I am writing you in regards to the parking facilities at 4418 Falmouth Road in Cotuit which is the location of our new Ceramics Studio. Per Article IX,Section 240-101-"Site Plan Approval Required"in the Site Plan Review Code,we are reguestinU,your approval of the two(2) deviations of the approved plan prepared by Baxter&Nye Engineering& Surveying as follows: ' 1. Originally there was nine (9)spaces approved by Site Plan Review. During # construction and after consulting with the Civil Engineers,we added an additional- space for a total of ten (10)spaces. We feel this causes no detriment to the existing plan. r 2. We have also created a new gravel drive from this parking lot westward to the - vacant parcel(Map 24,Lot 18)which we also own. We would like to use the vacant lot for overflow event parking but realize we need to present a request to Site Plan ' Review. Therefore,in the meantime,we plan to close off the access to the vacant lot with posts,chain and signage at the edge of the approved parking lot Please see ` attached plan. f Again,we feel this cause no detriment to the existing plan: To reiterate,the adjacent lot will not be used for parking and the access from the new lot will be blocked until the time.we apply for and receive permission to do so through the Site Plan Review process. Hopefullythis arrangement meets your approval:' Thank you in advance for you time and consideration. i r Sincerely, w David'Kuehn,Executive Director,,* ! ' E. e ♦ - PO BOX 2042" 1 4404 FALMOUTH ROAD I COTUIT, MA 02635 1 508.428.0669 1 ARTSONTHECAPE.ORG BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers.and Land Surveyors- 73'North Street,31 Floor,Hyannis,NIA 02601. Tel:(508)771-7502 Fax:(508)771:-7622 December 4,2019 • - , Mr. Brian Florence;Building Commissioner Town of Barnstable But Dept: ; 200 Main Street Hyannis; YiA 02601 CIVIL SITE PLATY CERTIFICATION +. PROJECT: Cotuit Center for the,.Arts-Ceramic Studio ,• LOCATION 4418'Falmouth Rd..Cotuit,`MA RE: 8I1P#02449%'Civil Engineer_Site Plan.Certification I, Matthew Eddy; being:a registered Professional Civil Engineer with the firm of B.AXTER. NYE'ENGINEE.IZING R. SURVEYING, Registered Professional. Engineers and Land Surveyors, hereby certify that I have supervised..the preparation of the Civil Engineering Site Plaiis and specifications for the above.riaused project atid.that;,.to the best of 10 knowledge,:information,and belief,such Civil.Engineering Sik plans-and°specifications meet the applicable provisions of the Massachusetts Building Code,.as,relevant.:to the,sh design,.anal generally accepted standard of CiVrl Engineering practice in effect-ai the time of.perforinance. I:further.certify`thai I,,or persons under mysupervision,have ~ I. Reviewed„for the limited purpose of.checking for conformance with he design concept and cornpliaice: with the infoi-mation given in,tl Civil Engineering Site Plan construction documents,shop:drawings, samples and other submittals ofthe contiactor(s)asrequif6d by tlit,construction contract documents.: P 2:. Reviewed quality control procedures forthe.code-required.controlled Civil Enginee(ing;Site Plan materials; and 3. Performed'itispections.at appropriaie'idfervals dr rhig construction U become rally familiar with,the_ progress andqualityof the contractor's.work and to determ; ie that,.I. or.,is pro.ceedmg,41.getieri l accordance;with the,Civil Engineering Site Plari constriictioii dociimerits; As of the date of this Certification;to the best of iiiy.knowledge, iiifoniation And,belief.the work has been substaritially perfoinnec anct.completed,witli:the ekceptions rioted t�elo«',in general accordance:with the.Site Plan,dated.tvfarch'21; 209,as_Approved byteSitePlanReh ew Conunittee;approval letter dated Ap'.(22,2109'(SPR;.#024-19) This ' certification is for the purpose of checkin -tor conformance with the design concept and general compliance wit} ;tlre:.. " inforniationgiven in the Approved Civil Enghieering Site Plans. It is n't,to'be co sidered'a field.control as-built of all vertical and horizontal inforniatiod shown on the Approved Site Plans no is it to►mply daily uispectrons of site plitii related work:. . The following additions to the..Approved Site.PlAn are.rioted; , I:' .O.ne'addhional gravel parking space was;added aiid isi.n conformance with Zoning:: r 2: A gravel.access.aisle was added:at west end of 06 kiiig area to cotu1ect to existing 6 6flo v foil the Center. F Page 1 , Land Surveys,o Subdivisions ® Septic Design e Wetland Filings a Site Design December 4,2019 Mr.Brian Florence,Bldg.Commissioner Town of Barnstable Building Dept. SRP02d-19/Civil Engineer—Site Plan Certification r ' Cotuit Center for the Arts—Ceramic Studio 4413 Falmouth Rd Cotuit,,v1A Jy C� lid MATTHE4A/ o F " Name Matthew Eddv.RE:. GtViL ' ' Registration No.:,43183431-81 ° f p Seal �sst�tdAl � Signature. Cc: File 0.\201912019-005WD fIN1LETTtRS12019-005 0 BF Final Site Certifcation.dods; Page 2' . i Final Construction Control Document To be submitted at completion of construction by a d Registered Design Professional W for work per the 9"' edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project. Title: Cotuit Center for the Arts Date: /�r _zo q, Permit No. r Property,Address: 4404 Falmouth Rd,Cotuit,MA I l Project: Check(x)one or both as applicable: New construction [X] Existing Construction Project description: Convert existing gas station building into a pottery studio; additions and alterations. I, Louis F. Giampietro MA Registration Number: 4929 Expiration date: 31 August 2020 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [XI Architectural •Structural Mechanical Fire Protection, Electrical Other: Describe for the above named project. 1,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 know]edge, 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." Enter in the space to the'right a"wet"or fi ; electronic signature and seal: r a` .. Phone number: 508-540-7400 Email: fred@giampietroarchitects com '�1 CSC °~' 1 Building Official Use Only Building Official Name: Permit No.: Date: a . Version 06 11 2013 r Construction Control Pro• ress•Checklist I I To be submitted at completion of required site reviews for ' construction progress per the 8t" edition.of the ; y� e� Massachusetts State Building Code, 780 CMR, Section 107 1M SJev� - Project Title: Cotuit Center For The Arts Permit No. Property Address: 4404.Falmouth Rd.,Cotuit,MA I, Louis F. Giampietro MA Registration Number: 4929 Expiration date: 31 August 2020 am a registered design professional and I or my designee Have observed the following work, and to the best of my knowledge, information, and belief the construction work indicated below has been performed in a manner consistent with the approved plaits and specifications:. v , Required Site Review and Documentat�op for Portttons or Phases Constriichon'6' (to:be erformed b tfie a ro Hate re tsfered desi rofesslonal or his/her des nee or Iv1 G L c: contractor) Site Review and Documentation.; X Site Revtew.`.and Documentation X> Soil condition and analysis Energy Efficiency Requirements Footing and Foundation,including Reinforcement and Fire Alarm Installationz. Foundation attachment Concrete Floor and Under Floor Fire Suppression Installation' Lowest Floor Flood Elevation Field Re ortss Structural Frame-wall/floor/roof Carbon Monoxide Detection System' Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems(Special Inspection per Sections 909.3 and 909.18.8j Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents Above Ceiling inspection Accessibility(521 CMR) Fire Blocking/Siopping System Other:Puneh List t4leA' (?.i-t 1-4.NS6% Emergency Lighting/Exit Signa e X AvAc f-Z�• r t c2 Means of Egress Com onenets , Special Inspections(Section 1704): , Rooting,coping/System ; Venting Systems. kitchen and cleanouts,chemical,fume) Mechanical Systems t 1.Indicate with an`x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.Include NFPA 72 test and acceptance documentation 3. Include applicable NFPA 13, I3R, 13D, 14, 15, 17,20,241,etc.—test and acceptance documentation 4. Include NFPA 120 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation.' 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction Work-Observed': ; °Gv�s-zrw Cie „`s a.Describe in sufficient detail the work(i.e.foundation steel reinforcing,kitchen vent system;etc.)and the location on the project site,and list ifapplicable,the submittal documents that pertain to the work which was inspected. 001-16 • - Enter in the space to the right a"wet"or electronic signature and seal: b Phone number: 508=540-7400 Email: Fred@giampietroarchitects.com' Building Official Use Only , Building Official Name: ` Date: ` I z r Construction Control Progress Checklist I To be submitted at completion of required site reviews for j d construction progress per the 81h edition of the y� ew Massachusetts State Building Code, 780 CMR;Section 107 r Project Title: Cotuit Center For The Arts t Date: ''_ I Permit No. Property Address: 4404 Falmouth Rd.,Cotuit,MA 1, Louis F. Giampietro MA Registration Number: 4929 Expiration date: 31 August 2020 am a registered design professional and I or my designee have observed the following work, and to the best of my knowledge, information,and belief the construction work indicated below has been performed in a manner consistent with the approved plans and specifications: Re cared Site Review and Documentation for Portions or PhasesConstruction16' , 9 (to>be erformed b ,tFie a %o riate.regisfeW dlest'n rofessional or His/her designee or`,IYI G L.c 1,<12§81R;contractor Site Review aril Documentation,,` Xi Site Review and Documentation Soil condition and analysis Energy Efficiency Requirements Footing and Foundation,including Reinforcement and z Foundation attachment Fire Alarm Installation Concrete Floor and Under Floor Fire Suppression Installation' Lowest Floor Flood Elevation Field Reports' Structural Frame—wall/floor/roof Carbon Monoxide Detection System' Lath and Plaster/Gypsum I Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems(Special Inspection per Sections 909.3 and 909.18.8) Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents Above Ceilinginspection Accessibility`(521 CMR) Fire Blocking/Stopping System Other:Puneh List Emergency Lighting/Exit Signage Means of Egress Com onenets Special Inspections(Section 1704): Roofing,coping/System 71 Venting Systems(kitchen and cleanouts,chemical,fume) Mechanical Systems t 1.Indicate with an`x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.Include NFPA 72 test and acceptance documentation 3. Include applicable NFPA 13, 13R, 13D, 14, 15, 17,20,241,etc.`—test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form - 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction Work Observeda: r f}�t.S-T) i-JC7 FL)1 0 Kl:' > 60'TT£.5 OJF—eu ]::�9v101>✓-rtviJ ( a.Describe in sufficient detail the work(i.e,-foundation steel reinforcing„kitchen vent system,etc.)and the location on the project site,and list if applicable,the submittal documents that pertain to the work which was kEnter - in the space to the right a"wet"'orIR nic signature and seal: r l . . �> dumber:508-540-7400 Etnail: Fred�giampietroarchitects.comBuilding Official Use OnlyBuilding Official Name: Date: I LA 14,00 CAPE COD INSULATION 1-800-696-6611 Company Name Phone Number Keith Dacey Installation Date 11/08/2019 Jobsite Address 4418 Falmouth Road,Cotuit Ma A-Side Lot#'s GE018710 Permit Number B-Side Lot#'s P3720519319 • s o s � - o - e o e o - o Cathedral Ceiling/Roof R=49 2;100 square feet Walls 5 YZ11 r R-24 2.00 Square feet Sherwin Williams Vapor Barrier Paint Roof Line Ceiling 17 mils Wet/23 mils dry Blazelok TB Roof Line 17 Mils Wet/23 mils dry www.Demilecxom DEMILEC i e t _ I HEATLOK , 10.-91 Comp any Name CAPE COD INSULATION Phone Number 1-800-696-6611 Keith Dacey - - - '. Installation Date 11/08/2019 4418 Falmouth Road,Cotuit GE018379 lobsite Address A-Side Lot Ws Permit Number B-Side Lot WsP3570431218 MMM Walls 12 R-21 270 Square Feet • •. • 0 0 x www.Demilec.com DEMILEC o i . .I LANCEk Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Dave Souza Installation Date 11/07/2019 4418 Falmouth Road GE018710 lobsite Address A=Side Lot Ws Permit P3720519319 Number B-Side-Lot#'s- Cathedral Ceiling/Roof 1T" R`49 • 2000 square feet Sherwin'Williams Vapor Barrier Paint, Roof Line Ceiling 17 mils we 23 mils dry , Blazelok TB Roof Line F 17 Mils wet/B mils dry www.Demilec.com ; a DEMILEC i y r ' r HEATL0K@j *.* . - , . .,, Company Name CAPE COD INSULATION' Phone Number 1-800-696-6611 + 11/07/2019 Dave Souza Installation Date 4418 Falmouth Road GE018379 lobsite Address Cotuit A-Side Lot Ws 133570431218- Permit Number B-Side Lot#'s . Crawl Floor 4.5 R-30 530 Square Feet. Rim 3.2 R-21 180 Square Feet + o. -. o • e www.Demilec.com 96 DEMILEC F' Y THE CONIC oNWEALTH OF lYl ASSACHUSET S N BARNSTABLE,MASSACHUSETTS Compliance TLIIS 7S TO CERTIFY,that the On-site Sewage Disposal sy;teiri Constructed( ) paired Re ( ) Upgraded( ). Abandoned( �)by , ' "A, has been constructed in accor4aiicc With the l;rov►sr�iong�o.f-Titte-5-m d'tlie or. isposat System Construction Permit No. "'t- Installgi dated_ P _ #bedrooms Designer, hall - . f __;. �. . . Approved design flow � - d _ The issuance of this p nn' not be construed as a s w gP � -guarantee that the system will func on�ij, . Date o - ` Inspector • WYNN &WYNN. April 8,2019 ATTORNEYS James H.Barrett,Jr.* John D.Bowen*Robert P.Mills Brian Florence,Building Commissioner.- Shannon Nealon* Town of Barnstable John J.O'Day,Jr. 200 Main Street Kevin J.O'Malley Raymond C.Pelote* Hyannis,MA 02601 Thomas E.Ponies Michael J.Princi Rebecca C.Richardson Re: Cotuit Center for the Arts William Rosa* Pottery Studio/Former Gas Station Dina Swanson Paul F..Wynn 4418 Falmouth Road', Cotuit,MA Thomas J.Wynn Muska Yousuf Dear Mr. Florence: My firm represents the Cotuit Center for the Arts,Inc.who is currently before ofcounser Site Plan on the use and occupancy of the property located at 4418 Falmouth Road, Gerald S.Garrick Cotuit(the former Citgo Gas Station). As you are aware,the Center will be utilizing Hon.James R McGillen,11(Ret) the property and building as a pottery studio. My client has dedicated the use of the Keough&Sweeney William E.OKeefe property solely for an arts/educational use as defined under M.G.L.A. Ch.40A, §3. Edward F.O'Brien,Jr. The property is owned by a non-profit corporation duly qualified under the Internal Revenue Code as a 501(C)(3)entity. Admitted: *Massachusetts and Rhode Island My client understands that the use of the building for educational purposes is non-conforming to the present zoning and if:the property is no longer used for that purpose they will not have the protection under M.G.L.A.Ch. 40A, §3. My client has provided you with extensive background of their arts and educational activity since their inception. The Cape Cod community is well aware of the extraordinary educational programs and events that occur at the Center. If approved by Site Plan,my client understands that the use will be for a pottery studio and classes. If that use changes they would be required to return to Site Plan and you for review. If you should have any questions please feel free to contact my office. Very truly yours, Jael 7.. c . MJP:alu i i 300 Barnstable Road I Hyannis,MA 026011(508)775-3665 1(800)899-3003 1(508)775-1244 wynnandwynn.com Page 1 of 1. Brian, Attached is the Amendment to the Article.II Purpose, which is being signed today and hopefully filed electronically tomorrow. It was voted unanimously'at the Annual Meeting on May 13, 2019. As we discussed, the.Pottery Studio is on a separate parcel, will be a sole use educational structure, and will be exempt from the residential zoning under the Dover Amendment.. With the delivery of the filed Amendment, C'CFA will be permitted to move forward with the renovations. We did provide you a full and detailed outline of the substantial educational activity in the remaining buildings. Michael Email is covered by the Electronic Communications Privacy Act, 18 U.S.C.§§2510-2521 and is legally privileged. THE INFORMATION CONTAINED IN THIS EMAIL IS INFORMATION PROTECTED BY ATTORNEY/CLIENT AND/OR ATTORNEYNVORK PRODUCT 'r PRIVILEGES.IT IS INTENDED SOLELY FOR THE USE AND VIEW OF THE ADDRESSEE AND THE PRIVILEGES ARE NOT WAIVED BY VIRTUE OF THIS HAVING BEEN SENT BY EMAIL.IF THE PERSON ACTUALLY RECEIVING THIS TRANSMISSION OR ANY OTHER READER OF THESE DOCUMENTS IS NOT THE NAMED RECIPIENT OR THE EMPLOYEE OR THE AGENT OF THE RECIPIENT AUTHORIZED TO READ THESE DOCUMENTS,BE ADVISED THAT,ANY USE,DISSEMINATION,DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU ARE NOT THE INTENDED RECIPIENT AND YOU HAVE RECEIVED THIS EMAIL IN ERROR,PLEASE REPLY TOME OR NOTIFY ME IMMEDIATELY BY TELEPHONE AT 508-775-3665 AND DESTROY OR DELETE THIS COMMUNICATION AND RELATED DOCUMENTS. THANK YOU. Michael J.Princi 300 Barnstable Road Hyannis, Massachusetts, 02601 508-775-3665,Ex.235 508-775-1244 Fax mprinci@wynnandwynn.com WYNN & WYNN, P.C., WILL NEVER CHANGE ITS WIRING INSTRUCTIONS AFTER THEY HAVE BEEN PROVIDED TO YOU. ALWAYS CALL ME TO VERBALLY CONFIRM OUR WIRING INFORMATION PRIOR TO INITIATING A WIRE TO OUR OFFICE. WE WILL ALWAYS CALL YOU TO VERIFY WIRING INFORMATION BEFORE WE INITIATE A WIRE TO YOU. PLEASE DO NOT SEND SOCIAL SECURITY, BANK ACCOUNT, OR CREDIT CARD INFORMATION/ACCOUNT NUMBERS, EITHER IN THE BODY OF AN EMAIL OR AS AN ATTACHMENT. PLEASE CALL US WITH, OR FAX TO US USING A CONVENTIONAL, NOT DIGITAL, FAX MACHINE, WHEN THIS INFORMATION IS NECESSARY. CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! mid:629e73adf1ba474598e88fd11219224b 11/15/2019 , IDE F C�TIOI 7 • no. Filing Fee:$15.00 Examiner William Francis Galvin Secretary of the Commonwealth One Ashburton Place,Room 1717,Boston,Massachusetts 02108-1512 (GneL OhAMENDMENT 0DM n (Gerd ARTICLES OF 7) Name Approved We, Kathie Lynch Nutting ,*President/*Vice President, and Graham Silliman ,"Clerk/*Assistant Clerk, of Cotuit Center of the Arts' Inc. (Exact name of corporation) located at 4404 Route 28,Cotuit,MA 02635 (Address of corporation in Massachusetts) do hereby certify that these Articles of Amendment affecting articles numbered: Article II (Number those articles 1,2,3,and/or 4 being amended) of the Articles of Organization were duly adopted at a meeting held on May 15 20 19 ,by vote of: 100% members, e , m Being at least two-thirds of its members legally qualified to vote in meetings of the corporation;OR ❑ Being at least two-thirds of its directors where there are no members pursuant to General Laws, Chapter 180,Section 3;OR ❑ In the case of a corporation having capital stock,by die holders of at least two-thirds of the capital stock having tthe right to vote therein. C ❑ P ❑ M ❑ R.A. ❑ 'Delete the inapplicable tweAt. 9 '"Check only one box that applies. Note,,Fthe space provided ender any article or item on this form is instifficient additions shall be tet forth on one tide only of sepamte 8112 x 11 sheets of paper with a left margin of at least 1 iacb.Additions to more than one article may be made on a tingle sheet to long as earh article requiring eaeb aAdltion it clearly indicated. P.C. ,soaman„lyt: I u i i The foregoing amendment(s)will become effective when these Articles of Amendment are filed in accordance with General Laws,Chapter 180,Section 7 unless these articles specify,in accordance with the vote adopting the amendment,a later effective date not more than thirty days after such filing,in which event the amendment will become effective on such later date. i Later effective date: i SIGNED UNDERTHE PENALTIES OF PERJURY,this 6th day of June ;20 19 Kathie Lynch Nutting r Qresi�e /*Vice President, Graham.Silliman (VAL /� >*Clerk!*Assistant Clerk. 'Delete the inappGraik wordy. Article II The purpose of the Corporation shall be to operate without a profit,and so that no part of its earnings or assets shall ever be distributed as a dividend or inure to the benefit of any private shareholder or individual and without limitation,shall be the following: • Foster,offer,and present arts education,theater productions,concerts,visual arts exhibitions,and special events of the highest quality possible and,through the talent and versatility of the Corporation's educators,staff;,performers,artists, artisans,thespians,and musicians. • Increase and broaden the Corporation's-membership and audience through educational programs,performances, exhibits,and outreach,and by continually re-evaluating and improving its products and services; • Provide opportunities for arts education,theater/education productions,concerts,visual arts exhibitions,and special events in the community; •Create partnerships with the other educational,cultural,civic,and business communities that further the interests of the Corporation within the community; •Conduct business and all operations in an ethical manner consistent with the highest business standards. • Partner with other educational and arts organizations,educators,and artists to further the Corporation's Mission. For such purpose and operations without profit,and in the manner herein stated,the Corporation shall: a)Educate,create,produce,perform,and supply an array of artistic programs and classes for the community. Encourage individual artistic development through education,exploration,and experimentation to increase awareness, understanding,and appreciation*of the creative process through education,communication and interaction among artists and between artists and the public and Membership. The Corporation is formed as a not for profit Corporation, exclusively for these purposes within the meaning of Section 501 (C)(3)of the Internal Revenue Code. b)Engage from time to time,or establish,maintain;present,and operate,a group or groups of performers primarily for education and instruction in music,theater,dance,literary,and visual arts,whether described as a theater company or performance center,or theater,or otherwise,capable of performing theatrical performances for the educational purpose herein stated. Show,display,and present art exhibits,whether by one or groups of artists. Do all things necessary and j proper to accomplish and further the Corporation's educational purposes stated herein,including but not limited to instruction in music,visual and literary arts,theater,and dance. c) In support of its educational programs,theater production,concerts,visual arts exhibitions,and special events to own maintain,operate,rent,acquire in any manner for use,or own,maintain,and operate,a place or places suitable for the educational programs and the management and performance of Corporation's educational activities,sponsored events, and do all things necessary and proper to accomplish and present the exhibits,performances,and educational programs stated herein and to carry out the Corporation's Mission. d) Solicit,accept,hold,and administer contributions received by deed,gift,will,vote of government authorities,or otherwise,accept and administer the proceeds of admission charges and tuition fees,either in trust or otherwise,hold, operate,and administer real and personal property and generally do all things necessary and proper to accomplish the purposes stated herein. e) Grant scholarships for the education and study of music,art,theater,and other areas of the arts and when appropriate,musical instruments,theater,and production,to deserving individuals and groups. THE COMMONWEALTH OF MASSACHUSETTS :• JARY OF TIDE �C`d�uALTri ARTICLES OF AMENDMENT 2019 JUH { ! MGM 10: 2 5 (General Laws,Chapter 180,Section 7) CORPUATIONS UI�`lslnf� !hereby approve the within Articles of Amendment and, the filing fee in the amount of$ lS e.e having been paid,said articles are deemed to have been filed with me this day of 20- Effective date. WILLIAM FRANCIS GALVIN Secretary of the Commonwealth W LJ N TO BE FILLED IN BY CORPORATION Contact Informations Cotuit Center for the Arts, Inc. 4404 Route 28 Cotuit, MA 02635 Telephone: (508)428-0669 Email: David@cotuitcenterforthearts.org Upon filing,a copy of this filing will be available at www sec.stare.ma:us/coa If the document is rejected,a copy of the rejection sheet and rejected document will be available in the rejected queue. i Florence, Brian To: Brigham, Anna Subject: FW: RE: Articles of Amendment Attachments: RE Articles of Amendment.eml The Amendment has been docketed by the Department of Corporations. See Attached. Michael Email is covered by the Electronic Communications Privacy Act, 18 U.S.C. §§ 2510-2521 and is legally.privileged,, THE INFORMATION CONTAINED IN THIS EMAIL IS INFORMATION PROTECTED BY ATTORNEY/CLIENT AND/OR ATTORNEY/WORK PRODUCT PRIVILEGES. IT IS INTENDED SOLELY FOR THE USE AND VIEW OF THE ADDRESSEE AND THE PRIVILEGES ARE NOT WAIVED BY VIRTUE OF THIS HAVING BEEN:SENT BY EMAIL. IF THE PERSONACTUALLY'RECEIVING THIS TRANSMISSION OR ANY OTHER READER OF THESE DOCUMENTS IS NOT THE NAMED RECIPIENT OR THE EMPLOYEE OR THE AGENT OF THE RECIPIENT AUTHORIZED TO READ THESE DOCUMENTS, BE ADVISED THAT,ANY USE, DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU ARE NOT THE INTENDED RECIPIENT AND YOU HAVE RECEIVED THIS EMAIL IN ERROR, PLEASE REPLY TO ME OR NOTIFY ME IMMEDIATELY BY TELEPHONE AT 508-775-3665 AND DESTROY OR DELETE THIS COMMUNICATION AND RELATED DOCUMENTS. THANK YOU. Michael J. Princi 300 Barnstable Road Hyannis, Massachusetts,02601 508-775-3665, Ex. 235 508-775-1244 Fax mprinci@wvnnandwynn.com WYNN &WYNN, P.C., WILL NEVER CHANGE ITS WIRING INSTRUCTIONS AFTER THEY HAVE BEEN PROVIDED TO YOU. ALWAYS CALL ME TO VERBALLY CONFIRM OUR WIRING INFORMATION PRIOR TO INITIATING A WIRE TO OUR OFFICE. WE WILL ALWAYS CALL YOU TO VERIFY WIRING INFORMATION BEFORE WE INITIATE A WIRE TO YOU. PLEASE DO NOT SEND SOCIAL SECURITY, BANK ACCOUNT, OR CREDIT CARD INFORMATION/ACCOUNT NUMBERS, EITHER IN THE BODY OF AN EMAIL OR AS AN ATTACHMENT. PLEASE CALLUS WITH,OR FAX TO US USING A CONVENTIONAL, NOT DIGITAL, FAX MACHINE, WHEN THIS INFORMATION IS NECESSARY. CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 IDENTIF 07� I � Filing Fee:$15.00 maombu- 0 WO Examiner William Francis Galvin Secretary of the Commonwealth One Ashburton Place,Room 1717,Boston,Massachusetts 02108-1512 �!y ARTICLES OF AMENDMENT 1J (General Laws,Chapter,180,Section 7) Name Approved we Kathie Lynch Nutting ,*President/,*Vice President, and *Clerk ,*Clerk/*Assistant Clerk, of Cotuit Center of the Arts, Inc. (Exact name of corporation) located at .4.404 Route 28,Cotuit, MA 02635 (Address of corporation in Massachusetts). do hereby certify that these Articles of Amendment affecting articles numbered: Article II (Number those articles 1,2,3,and/or 4 being amended) of the Articles of Organization were duly adopted at a meeting held on May 15 2019 by vote of 100% ' members, ers , m Being at feast two-thirds of its members legally qualified to vote in meetings of the corporation;OR ❑ Being at least rwo-thirds of its directors where there are no members pursuant to General Laws, Chapter 180,Section 3;OR ❑ In the case of a corporation having capital stock,by the holders of at least two-thirds of the capital stock having the right to vote therein. c p p M ❑ R.A. ❑ 'Delete the inapplicable words. (1 Check only one box that applies uI Notes If the spaee provided under any article or item on this fora is Gus f"icient,additions shall be ret forth on one We only of separate 8112 x 11 sheets of paper with a left margin of at least I inch.Additions to more than one article may be made on a tingle sheet so P.C. long as each article requiring each addition it clearly indieated , 1808mon I ivc The foregoing amendment(s)will become effective when these Articles of Amendment are filed in accordance with General Laws,Chapter 180,Section 7 unless these articles specify,in accordance with the vote adopting the amendment,a later effective date not more than thirty days after such filing,in which event the amendment will become effective on such later dare. i Later effective date: SIGNED UNDERTHE PENALTIES OF PERJURY,this 6th day of June 1 ,20 19 Kathie Lynch Nutting ...... /v h *Qresi�e /"Vice President, Graham Silliman *Clerk/*Assistant Clerk. 'Delete the inapplicable words. i Article II The purpose of the Corporation shall be to operate without a profit,and so that no part of its earnings or assets shall ever be distributed as a dividend or inure to the benefit of any private shareholder or individual and without limitation,shall be the following: • Foster,offer, and present arts education,theater productions,concerts,visual arts exhibitions,and special events of the highest quality possible and,through the talent and versatility of the Corporation's educators,staff,performers,artists, artisans,thespians,and musicians. • Increase and broaden the Corporation's membership and audience through educational programs,performances, exhibits,and outreach,and by continually re-evaluating and improving Its products and services; • Provide opportunities for arts education,theaterled6cation productions,concerts,visual arts exhibitions,and special events in the community; • Create partnerships with the other educational,cultural,civic,and business communities that further the interests of the Corporation within the community; •Conduct business and all operations in an ethical manner consistent with the highest business standards. • Partner with other educational and arts organizations,educators,and artists to further the Corporation's Mission. For such purpose and operations without profit,and in the manner herein stated,the Corporation shall: a)Educate,create,produce, perform,and supply an array of artistic programs'and classes for the community. Encourage individual artistic development through education,exploration,and experimentation to increase awareness, , understanding, and appreciation'of the creative process through education,communication and interaction among artists and between artists and the public and Membership. The Corporation is formed as a not for profit Corporation, . exclusively for these purposes within the meaning of Section 501 (C)(3)of the Internal Revenue Code. b)Engage from time to time,or establish,maintain,present,and operate,a group or groups of.performers primarily for education and instruction in music,theater,dance,literary,and visual arts,whether described as a theater company.or performance center,or theater,or otherwise,capable of performing theatrical performances for the educational purpose herein stated. Show,display,and present art exhibits,whether by one or groups of artists. Do all things necessary and proper to accomplish and further the Corporation's educational purposes stated herein,including but not limited to instruction in music,visual and literary arts,theater,and dance. c) In support of its educational programs,theater production,concerts,visual arts exhibitions,,and special events to own maintain,operate,rent,acquire in any manner for use,or own,maintain,and operate,a place or places suitable for the educational programs and the management and performance of Corporation's educational activities,sponsored events, and do all things necessary and proper to accomplish and present the exhibits,performances,and educational programs stated herein and to cant'out the Corporation's Mission: d) Solicit,accept,hold,and administer contributions received by deed,gift,will,vote of government authorities,or otherwise,accept and administer the proceeds of admission charges and tuition fees,either in tiust or otherwise,hold, operate,and administer real and personal property and generally do all things necessary and proper to accomplish the purposes stated herein. e) Grant scholarships for the education and study of music,art,theater,and other areas of the arts and when appropriate,musical instruments,theater,and production,to deserving individuals and groups. I THE COMMONWEALTH OF MASSACHUSETTS '1ARY OF THE 10'1,dWEALT'ri • • ARTICLES OF AMENDMENT ZO 19 JU(a { I AN 10' 2 5 ' . (General Laws,Chapter 180,Section 7) CORPO'r,ATIONS Ul�'15i0hti I hereby approve the within Articles of Amendment and, die filing fee in the . c.o amount of$ l,S- having been paid,said articles are deemed to have been filed with me this day of i 20-11— . Effective date: WILLIAM FRANCIS GALVIN Secretary of the Commonwealth Cr3 t �. N TO BE FILLED IN BY CORPORATION Contact Information: Cotuit Center for the Arts, Inc. 4404 Route 28 F Cotuit, MA'02635 .telephone. (508)428-0669 email. David@cotuitcenterforthearts.org Upon filing,a copy of this filing will.be available at www sec.state.ma:us/cor.If the document is rejected,a copy of the rejection sheet and rejected document will be available in the rejected queue. �-[V l7 �E�11;cJL �'L 441e) Colton 4 Air Sam Inc. 23 Wych wood Drive Experts in Asbestos and Mold Removal Littleton, MA 01460 978-339-5361 airsafeinc@airsafeinc.com ASBESTOS SURVEY REPORT �G AA /l AO� i Project: Residence/Demolition—Air Safe Inc. Project#9052 Site Address: 4418 Falmouth Rd, Cotuit, MA 02635 Inspection Date (s): 6-4-19 Report Date: 6-7-19 Prepared For: Gary Sousa Address: Rogers& Marney Inc 445 Osterville W Barnstable#2 Osterville, MA 02655 Email: qjs()rooersandmarneybuilders.com Phone: 508-648-8440 Asbestos Inspector: Joseph Driscoll Al #900868 Reviewed By: David Walsh Al#900814 Purpose The purpose of this survey was to thoroughly inspect the property where demolition operations will occur for the presence of asbestos, including Category I and Category II nonfriable ACM in accordance with EPA National Emission Standards for Hazardous Air Pollutants(NESHAP)Standard for Demolition and Renovation as described in 40 CFR Part 61.145 (a). Inspection Profile The building is 1 story, 1,366 SF former service station.The exterior is partial concrete block and asbestos siding with wood framing underneath, foundation is concrete slab. Year built 1940. There are no out buildings and no garage.The heating system is FHA oil and the furnace was examined and no suspect materials were identified. Exposed ducting was bare metal and not insulated. Roofing material rolled membrane with asphalt shingles underneath, asphalt shingles were sampled. There was no attic access and fiberglass insulation was observed from below through an open ceiling area. The following materials were sampled: wallboard, ceiling &wall skim,joint compound, flooring, associated mastic, roof shingles and exterior siding. Sampling Method Sample of suspect asbestos containing material (ACBM) were collected in accordance with the EPA NESHAP Standard for Demolition and Renovation as described in 40 CFR Part 61.145, labeled, placed in leak-tight containers and recorded on a "Chain of Custody' (See Appendix A). The Chain of Custody includes the date collected, the location where the sample was taken and the color of the material. The samples were delivered to ProScience Analytical Services., in Woburn MA, for analysis and logged in with the date and time the samples were relinquished by the inspector and received by the laboratory technician. Testing Procedure All samples were analyzed by Polarized Light Microscopy (PLM) Bulk Asbestos Analysis in accordance with EPA 600/M4-82-020 per CFR 763 (NVLAP# 102079-0). Sampling Results Sampling results are described in two categories: "Friable Asbestos Containing Material' and "Category I and Category II Non-friable Asbestos Containing Material" that is determined to contain equal to or greater than 1% asbestos. Samples are identified by the following asbestos types: (1)Thermal System Insulation (TSI) which includes any and all material used for heat/cold control, i.e. pipe insulation, boiler or tank insulation, breech insulation, etc. (2) Surfacing Material (SFM) which includes any and all sprayed-on or troweled-on material, Le, spray-on insulation, textured paint, stucco,joint compounds, mastics, etc. (3) Miscellaneous Material (MM) which includes vinyl floor tiles, vinyl sheet goods, duct wrap insulation, wallboard, cementitious materials including transite panels roofing, etc.. Sample results are reported by sample number, location, sample description, sample color, type of asbestos and %of asbestos content of the homogeneous material represented by'the sample. Eighteen (18) samples were collected and eighteen (18) samples were analyzed by ProScience Analytical Laboratory in Woburn, MA. Summary of Asbestos Containing Material (ACM)-(See Table for Details) No TSI ACM Found Friable Asbestos Containing Material Detected None Non-Friable Asbestos Containing Material Detected Exterior Siding Conclusion: Based on sampling results, there are ACM's identified (highlighted in yellow) that require safe removal by a Massachusetts licensed asbestos abatement contractor before demolition - specifically exterior shingles. Due to the limited nature of any survey, future demolition activities could uncover further suspect materials that were not accessible to us during the inspection. Therefore, diligence and professional care is called for during this process. If suspect materials do become uncovered halt demolition activities and immediately consult your professional inspectional services before further demolition is resumed. TABLE 1 Sample No. Sample Description Color Sample Location % Asbestos 1 Skim Plaster Ceiling White Front Room None Detected 2 Joint Compound Wall White Rear Middle Room None Detected 3 Sheetrock Ceiling Multi Rear Middle Room None Detected 4 Joint Compound Wall White Front Room None Detected 5 Exterior Siding Gray Rear C-Wall 10%Chrysotile 6 Wall Material Brown Bathroom None Detected 7 Tile Gray Front Room & Bathroom None Detected 8 Mastic Assoc.with#7 Yellow Front Room & Bathroom None Detected 9 Shingle Multi Roof Rear None Detected 10 Joint Compound Wall White Near Front Window None Detected 11 Roof Membrane Black Roof B-Wall None Detected 12 Textured Wall Siding Gray Front—Left Corner None Detected 13 Window Glazing Gray B-Wall None Detected 1.1 Joint Compound Ceiling White Front Room None Detected 1.2 Sheetrock Ceiling Multi Front Room None Detected 2.1 Sheetrock Wall Multi Rear Middle Room None Detected 4.1 Sheetrock Wall Multi Front Room None Detected 10.1 Sheetrock Wall Multi Near Front Window None Detected Property Card Information Owner Information �► Map/Block/Lot:024/021/ Owner Name as of 111/18: Property Address COTUIT CENTER FOR THE ARTS INC 4418 FALMOUTH ROAD/RTE 28 4404 ROUTE 28 Village:Cotuit Town Sewer At Address:No COTUIT MA_02635 GIS Zoning Value:RF Co-owner Name Assessed Values V Tax Information `► Sales History y► Photos V Sketches �► Construction Details ► Building Details Land Building value $120,300 — Bedrooms 00 USE CODE V 9570 — Replacement Cost $200,570 n Bathrooms 0 Full-0 Half Lot Size(Acres) 0.81 Model Sery Station_ Total Rooms Appraised Value $99,700 Style Sery Sta-Wd Frm Heat Fuel _ Oil Assessed Value - $99,700 Grade Avera9e Minus Heat Type Hot Air-No Duc Year Built 1940 AC,Type None Effective depreciation 40 Interior Floors Concr Finished s Stories 1 Interior Waits Minimum• Living Area sq/ft 1,366 —Exterior Waits Concr/Cinder Gross Area sglft 1,366' Roof Structure Flat — Roof Cover Rolled Compos y _ 4 �• �X�<}�� r s ry �;iAa�9� 3d'*4�Y9 t �*s J f %��>�'; � ��.'.•Z°�.�. '.�5�' ter,- ,;:�*�� ,' "` `� �.;' �,� „� � "' .h ram,. v„G�r•.f' ��k Ya k'a^r��:�= _� � �a < M„ a ' r, l3 -{f�h`� ''� r�J��L. �.:y.4 i` 32 3,� '1 }� -5' � �Y'M a-"��` 'Y•��j':.i -, f i fti 'xlf .y, 1 ix �T t f n:R r '.Feu �«'., �P �- �.�e �g�-mac,.�.t;,� � dt � •:� et �t �f ? - ProScience Analytical Services, inc.. Cilatt Name AUSafe,Ins., Batch: B116177 PO 0- NIA Date Sampled: W4120t9 Cdlent Project r: 9052 Date Received: 602019 Cllen Reference:4418 Falmouth RI,.;CoMt:MA 02635 Oate Analyzed: 6=019 Method: EPA=WR931118 Dms of Report: 6M2019 -,,;;Asbestos%, Non-Asbostos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTN NON 1 Whlte 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Grayb iNte Skim Piaster Calling Maternal Location: Front Roan Commons: is asbestos present?No. Analyzed: Yes _ "Asbastas,% ..M .`T Mon-Asbestos% Sample ID Color I CHR I AMO CRO ACT I THE I ANT I FBG I MNW I CEL HAR SYN OTH NON 2, While 0 0 0 0 0 0 0 0 1 0 0 0 0 100 Desc4tion: GmyMlhRe Joint Compaund'Wail Material Location: Roar Middle Room Comments: is asbestos present?No. Analyzed: Yes *Asbestos%_.. Non-Asbestos% Sample 10 Color CHR AMO CRO AC7 THE ANT FBG MNW CEL HAR SYN OTH NON 3' MUM 0 0 0 0 0 0 0 0- 5 1 0 0 0 1 9s Oesafption: GwAVhrte Sheevoik Calling Mate" Location: Rear Middle Room Comments: Is astestos present?No. Analyzed Yes Asbestos W, Non•Asbastos% Sample ID Color .CHR AMO CRO ACT TAE ANT FOG MNW CEL NAP SYN OTH NON 4 Whits 0 0 0 0 0 0 0 0 0 0 0 0 100 De=dptron: Grrtyh4 to Joint Compound Wall Helena! UC8146M Front ROOM Comments: Is asbestos present?No. Ariained; Yes Asbestos% _ Non-Asbestos% Sample 10 Color CHR AMO CRO ACT THE ANT FOG MNW CEL MAR SYN OTH NON 5 Gray 10 0 0 . 0 0 0 0 0 0 0 .0 O 00 Dosaiptim Gray Exterior Sid`ag Location:. Rear C-Wan Commerm Is asbeslos present?Yes. Analyzed. Yes Asbestos% ^, Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL MAR SYN OTH NON 6 am" 0 0 0, 0 0 0 0 0 s0 Q 0 0 10 Oe.arpion: Brown Wan Material Locatiam Bathroom. Colruneras: Is asbestos present?No, Analyzad: Yes i ProScience Analytical Services, Inc. Client Name: AirSala lnc. Batch: 8116177 PO N: N/A Date Samptep:. 0/4/2019 Client Project N 9062 Data Received. GAM19- Gtent Reference:44IS Falmouth Rd..Ccluh MA O645 Date Anafyzid: 6l6 OIS Method: EPA(MR•93/1IS Date of Report: 9ff312019 Asbestos% _.' Noe-Asbestos b Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 7 Gray 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 100 Description:: Gray Tile. Location: Front Rooms&Bath Comments; is asbestos present?No. Analyzed: Yes JAsbcstos Ye _ Non-Asbestos"b Sample ID color CHR AMO CAD I ACT THE ANT FOG MNW CEL HAR SYN OTH NON 9 YeioW 0 0 0 0 0 0 0 0 '0 0 0 1 0 1 100 Description: Yellow Mast assoc.vdN7 Lowitom Front Rooms&Bath Commons Is asbestos preseni?No. Analyzed: Yes F-__-Asbestos% Non-Asbestos% Sample 10 . Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 9 wu 0 0 0 0 0 0 5 0 0 0 0 0 95 Dewriptlon: Orovm Grey Multi Shingle Location: Ro0f Rear Comment= Is asbestos present?fro. Analyzed: Yes Asltasttos% n Non•Asbestos% Sample l0 Color CHR rtAMO CRO ACT THE I ANT FOG MNW CEL HAR SYN OTH IN 10 Waite 0 0 0 .0 0 0 0 0 1 0 1 0 1 0 1 0 1 .100 Descrlptlon; GraytW hire Joint Compound Wall Material. Location: Noar Front Wlndos, Comments: Is asbestos preserpT Pie. Analyied:. Yes "- `�Asbes►os%;_— " ---_ Non-Asbestos% Sample 10 Color CHR M O CRO I ACT I THE ANT FOG MNW CEL HAR SYN OTH NON 11 Btack 1 0 1 0 0 1 0, 1 0 0 0 0 0 0 0 0 100 Description: Stu*Pool Membrane Loctlllom Roof B•Side_, Commons: is asbestos present?No. Anatyzcd: Yes - _^T-°`=Asbestos%; NOrs•Asbcatosll Sample 10 Cofer CHA m AMO CRO ACT THE 'ANTI FBGIMNWI CEL. MAR SYN OTH NON .12 Gray 1 0 0 0 0 0 1 0 1 0 1 0 0 0 0 I 0 I IW Desc ripticn: Gray Textured Was Mdtng: Location, From 6%Comer Comments: Is esbest0`s present?No. Analyzed. Yea i x ProScience Analytical Services, Inc., Client Name: AirSate.Inc - -- Batch: M16177 PO 0: NIA Date Sampled: 614W O CYem Project rr: 9052 Daie ReceWed: 616)19 Client Reforenca 44i8 Falmouth Rd.,Cowlt.IAA 02535 Date Analyzed: 616t2019 Method: EPA160WR WI16 Data of Report 2019 Non-Asbestos% Sample 10 Color CNR AMO CRO ACT THE ANT FBG MNW CEL MAR SYN OTH NON 13 White 0 0 0 0 0 0 0 0 0 0 0 0 t00 Description•, Gray Window Glazing Location: B-Sida Wall Comments: Is asbestos present?No. Analyzed: Yes «: ,.tAsbestoa%yµ,, ». Non-Asbestos Sample 10 Color CMR AMO CRO ACT THE ANT FBG MNW CEL MAR SYN OTM NON 1.1 white o a 0 0 0 0 0 0 0 0 0 0 100 DeSedptiar. GrayANhlta Joint Compound Ce9tng MWeda l Location- From Room Comments: is asbestos pteswO.No. Analyzed: Yet Non-Asbestos% Sample 10 Color CMR AMO CRO ACT THE ANT FBG MNW CEL MAR SYN OTN NON 1.2 Muth 0 0 1 0 0 0. 0 0 0 10 0 0 0 90 Oescrlptlon: Gray/N/htte Shestroek Calling Material Loeedw. Front Room Commern- Is asbestos prosern?No. AnalyMd:. Yes 'Asbestos%- Non-Asbestos%. Sample ID Color CMR AMO CRO ACT THE 1 ANT FBG MNW I CEL I MAR I SYN'l OTM I NON 2.1 - Mut1l 0 0 0 0: 1 0 1 0 0 . 0 1 S 0 0, 0 SS. Description. GrayAghlto Sheetroek Wall Material Location: Rear Woo Room Comments; Is asbestos prosem?No. Anafyzed: Yes ',,Asbestos.%- _� Non-Asbostos% Sampta10 Color CMR AMO CRO ACT THE .ANT FBGJ MNW I CEL J,HAR ISYN OTN NON 4.1 fAulp D 0 0 0 0 0 01 0 1 S 1 0 1 0 0 95 Description: GraVfAW a Sheetrock WaitkkAtmial Locatlain Front Room Comments: Is asbestos present?-No. Analyzed: Yes Asboatos% - Mort-Asbestos% Sample ID Color CMR AMO CRO I ACT THE ANT FBG MNW CEL.I "AR.1 SYN IOTH NON 10.1 Muld O 0 0 0 0 0 O 0 2 0 0 1 0 1 98. Description: Graylwwe Sheetioek was Material' Lacellon: Neer Front WUxt*r _ C.etrtmenl9: IS asbestos{resent?NO.. .Analyzed Yes lldcatn di6ts GII&:(ar glib' .Wtte AvblM. ow . _(Sae' AGC+Awt�nWs 7nG�-ltetmMt ANT•AM bo .. scc eCAIM i1V-FAtVM ww.MSaet 1%w tM.r-fir HAR-lak _.SYN-Syma_et_k .f7ltl.c44tee N(w asn h.M4.e'* teas.: 7otrt;tirau�canlmtr ID.easa� rc»nwsa ®Grcwbua*I1 'All trstalts are in peicertiage Analyst. DanTin Page 3 of 3 Air Safe, Inc. 23 Wychwood Drive Experts in Asbestos and Mold Removal Littleton,MA 01460 978-339-5361 airsafeincA,,airsafeinc.com Cotuit Center for the Arts June 13, 2019 4418 Falmouth Rd Cotuit, MA 02635 Site address: Same Phone: 508-648-8440 Email: gjsgroizersandmarnevbuilders.com To Whom It May Concern, Please advise any interested party that Air Safe, Inc. is the licensed asbestos contractor (MA License#AC000464) that recently completed the thorough removal of all exterior asbestos shingles from the rear wall at the above address. The work was successfully completed in accordance with all-applicable federal, state and local regulations. The work area underwent a successful post abatement visual inspection performed by the licensed industrial hygienist firm of FLI Environmental. A copy of their report is attached for your records. We trust you have found our service to have met your needs. If you have any questions regarding the work performed, please call us at 978-339-5361. Sincerely,4 maid �7. 2Ua David F. Walsh Air Safe, Inc. O h 69 BRIDGE STREET 4 DEDHAM, MA 02026 FLl Environmental 781 .251 .0040 WWW.FLIENV.COM June 14, 2019 Client: Air Safe, Inc. Contractor: Air Safe, Inc. FLI Project#: 19-1800 Site Location: 4418 Falmouth Road Cotuit, MA Dear Sir/Madam: FLI Environmental Inc. FLI conducted apost-abatement final visual inspection after asbestos removal at the above referenced location. The identified asbestos materials were abated according to applicable state and federal regulations. The visual inspection was completed by FLI's state licensed and EPA accredited Asbestos Project Monitor listed below: Project Monitor: Frank N Balagtas License#: AM000091 The work area passed the clearance criteria. Project details are included on the attached Final Visual Clearance Inspection Checklist. Should you have any questions regarding this letter or project, please do not hesitate to contact us at (781) 251-0040. FLI appreciates the opportunity to provide you with our services. Sincerely, FLI Environmental,Inc. Steve Shea Manager, Field Services l� r7 FLI Environmental Final Visual Clearance Inspection Checklist Client: Air Safe, Inc. Asbestos Contractor: Air Safe, Inc. Date: June 14,2019 Job Site: 4418 Falmouth Road Work Area: Exterior Old Gas Station Project#: 19-1800 Cotuit,MA Decon Type: N/A Time: 11:00 AM Work Area Size: N/A Material Quantity Transite 350 SF Pass Fail ❑ Certification The undersigned verify the materials listed have been removed and the work area outlined above has been inspected and has passed the visual inspection criteria of no visible debris. Name Sien�atare License # Project Monitor: Frank N Balagtas AM000091 Supervisor: Not On Site to Sign Additional Notes. MA Lab License AA000144-RI Lab License AAL-098 Town of Barnstable Building � �. �n __ . n a 'PostThis Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must=be Kept 9 P0 BARN osted Ukil Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building shalll Not be Occupied untilrca Final Inspection has been made. E Permit No. B-19-1539 Applicant Name: GARYJ SOUZA Approvals Date Issued: 06/18/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 12/18/2019 Foundation: / 'r_p 021 Zoning District: RF Sheathing: Location: 4418 FALMOUTH ROAD RTE 28,COTUIT Ma /Lot 0 24 Owner on Record: COTUIT CENTER FOR THE ARTS INC Contractor Name GARY J SOUZA Framing: 1 Address: 4404 ROUTE 28 Contractor License: C5-102999 2 COTUIT, MA 02635 - Est. Project Cost: $300,000.00 Chimney: Description: Demolition of Rear Section of Existing Structure Construct new Rear I Permit,Fee: $2,905.00 Addition. Renovation of Front Section of Existing Structure 3 f $2,905.00 Insulation: Educational Use Group. , Fee Paid:. Final: Date: 6/18/2019 Project Review Req: Plumbing/Gas Rough Plumbing: Buildin Official g Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. h n ranted. Rough Gas: All work authorized b this permit.shall conform to the approved a lication and the'a roved construction documents for which this permit as been Y P PP pP Pp P g All construction alterations and changes of use of an building and structures shall be in compliance with the local zoning b -laws and codes. g Y g P g Y, 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 the Building and Fire Officials are provided on=this permit. Minimum of Five Call Inspections Required for All Construction Work: f 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 priorto 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 S�,i I5 j p� -20 Application Number.. . .......I... .....:...... BARNST t MAS&�, BU��®I Permit Fee... .. � "— Other Fee.1639. v Fon,rt° �PT MAY l Tota Fe Paid ........ ................... ...... TOWN OF BAit Permit Approval b ............. e ..... �STA PP Y.... ... ..on �.�... CE WELDING PERMIT 00-1 Map.......... ...............Parcel. ... ..... .............. APPLICATION Section 1 - Owner's Information and Project Location Project Address, 4+F f-kt-lC),cJi?-f KoA-�> Village (fo7Z1 I-T Owners Name_ 60-1-0 /*i CL-'1J Owners Legal Address �" Z140 U (74 �`'rI�'� City (fo'7w t % State MA Zip 0Z r10 p Q �^ Owners Cell# 7 7�- �� c C�� E-mail s 1-� � Section 2 -Use of Structure c4h s Use Group ❑ Commercial Structure over 35,000 cubic feet l C)CAi10#- i'Z_ Commercial Structure under 35,000 cubic.feet El Single/Two Family Dwelling Section 3 -Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ® Sprinkler System [�ddition ❑ Retaining wall ❑ . Solar Renovation ❑ Pool = ❑ Insulation Other Specify F, ` Section 4 - Work Description �EMo t- In 0o D 'Z aN O= tSV�� 51*vCl'Z1f-t- KeNzdJl� 1� O� �-Y7-cx� Ste' % �r F e G Last undated: 11/152018 Application Number..................................................... Section 5—Detail a Cost of Proposed Construction q tag j �,3Oa 000,00 Square Foo e of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) ll� 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6-Project Specifics [Wiring ❑ Oil Tank Storage 2111"Moke Detectors [4lumbing Gas ❑ Fire Suppression 2 Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site s Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �1'S1�+ .�� L, I am using a crane ❑ Yes No V-JNQ LTf Section 7—Flooh Zone • Flood Zone Designation D� Within or adjacent to a wetland, coastal bank? Yes ❑ No 3 Section 8—Zoning Information Zoning District I' Proposed Use L—DCr_A�t^t0wA'L Lot Area Sq. Ft. 3§" 22 3 a Total Frontage Percentage of Lot Coverage ZZ, #of Dwelling Units (on site) CS 3 Setbacks Front Yard Required 36 Proposed •�' r Rear Yard Required C 5 Proposed Side Yard Required j Proposed l3, Has this property had relief from the Zoning Board in the past? 14 Yes ❑ No � . Lastupdated 11/15/2018 Page: 1 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY Po BOX 1677 Order Number: 0423079 62-68 Tenbroeck Ave Order Date: 5n/2019 Kingston, NY 12402 (845) 339-3721 Salesperson: SB Customer Number: 00-0017169 COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD STEVE COOK STEVE COOK COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: (508)274-1166 steve@cotuitbaydesign.com PRICE QUOTE ABF PREPAID ORIGIN PPD Item Number Discounted Price— @@ QUOTED PRICES WILL HOLD FOR 30 DAYS FROM THE ORDER DATE ABOVE @@ (A)-VOLTAGE&PHASE REQUIREMENTS FOR KILN MUST BE VERIFIED IN WRITING PRIOR TO START OF PRODUCTION. G210 TLG-2451 1 EACH 1.000 0.000 N THERMAL' LOGIC MODEL 2451 C-210-015 EACH 1.000 0.000 N MULTI-ZONE BARTLETT INSTALLED 'CONFIRM-(A) EACH 1.000 0.000 0.00 0.00 0.00 N -V -PH/CONFIRMED BY: C-2-10-047_�ti .-- ). EACH 1.000 0.000 N COMPUTER CONTROLLED-AC OUTLET LG210-044 EACH`--� 1.000 0.000 N NEG._PRESSURE CHAMBER INDUCER: C-210-043 EACH 2.000 0.000 N Y, ,SPY.PORT HOODS:TLG- - C-210-042 EACH 2.000 0.000 N `SPY PORT;UV/IR SHIELDS TLG C-210-048 EACH 1.000 0.000 N r RESIDUAL-DRAFT-DELUXE PACKAGE (B)-PLEASE VERIFY IN WRITING THE SMALLEST PASSAGE (Width&Height)THAT THE KILN MUST MOVE THROUGH IN ORDER TO BE INSTALLED.CONSULT OUR FACTORY WITH QUESTIONS CONCERNING KILN DIMENSIONS&CLEARANCES. 'CONFIRM-(B) EACH 1.000 0.000 0.00 0.00 0.00 N -W -H/CONFIRMED BY: CContinued • Kli r Page: 2 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY Po Box 1577 Order Number: 0423079 62-68 Tenbroeck Ave Order Date: 5/1/2019 Kingston, NY 12402 (845) 339-3721 Salesperson: SB Customer Number: 00-0017169 COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD STEVE COOK STEVE COOK COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: (508)274-1166 steve@cotuitbaydesign.com PRICE QUOTE ABF PREPAID ORIGIN PPD Item Number Back Order Discounted Price .. /PACK 1.000 0.000 0.00 N PACKING/CRATING C-210-FK-2451 EACH 1.000 0.000 N FURNITURE KIT FOR TLG-2451 C-170-10-S. EACH 6.000 0.000 0.00 N 10"SQUARE KILN POST C-170-2-S EACH 6.000 0.000 0.00 N 2"SQUARE KILN POST a C-170-25 EACH 12.000 0.000 0.00 N 3/4x12x24 HIGH ALUMINA SHELF C-170-3-S EACH 6.000 0.000 0.00 N 3"SQUARE KILN POST C-170-4-S EACH -6.000 0.000 0.00 N 4"SQUARE KILN POST C-170-5-S EACH 6.000 0.000 0.00 N 5"SQUARE KILN POST C-170-6-S EACH 6.000 0.000 0.00 N 6"SQUARE KILN POST C-170-8-S EACH 6.000 0.000 0.00 N 8"SQUARE KILN POST THE FREIGHT CHARGE BELOW IS AN ESTIMATE FOR A TAILGATE DELIVERY ONLY. THE TRUCK DRIVER DOES NOT ASSIST IN ANY WAY WITH UNLOADING AND PLACEMENT OF THE FREIGHT. RECIPIENT IS SOLELY RESPONSIBLE FOR OFF-LOADING, PLACEMENT,UNCRATING&INSTALLATION. A FORK LIFT WILL BE REQUIRED TO OFF LOAD THIS SHIPMENT:CONTACT OUR OFFICE FOR DETAILS. Continued Page: 3 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY Po Box 1577 Order Number: 0423079 ++ 62-68 Tenbroeck Ave Order Date: 5/1/2019 4 Kingston, NY 12402 (846) 339-3721 Salesperson: SB Customer Number: 00-0017169 COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD STEVE COOK STEVE COOK COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: (508)274-1166 steve@cotuitbaydesign.com PRICE QUOTE ABF PREPAID ORIGIN PPD Item Number Discounted Price 2400# CL 85 ELECTRIC KILN 123840 85# CL 50 FIREBROCK SHAPES_32100-2 CALL B/4 DEL: ALL DAMAGES MUST BE NOTED ON CARRIERS'RECEIVING SLIP&INITIALED BY THE DRIVER BEFORE HE LEAVES. CLAIMS WILL NOT BE HONORED BY THE FREIGHT CARRIER OR BAILEY POTTERY UNLESS PROPER NOTATION IS MADE. NOTIFY BOTH THE FREIGHT TERMINAL&BAILEY POTTERY IMMEDIATELY IF THERE IS ANY DAMAGE TO YOUR SHIPMENT. TAKE PICTURES OF THE DAMAGE&RETAIN ALL PACKING MATERIALS UNTIL YOUR CLAIM IS SETTLED. RECIPIENT IS RESPONSIBLE FOR COORDINATING THE RECEIPT DATE WITH THE FREIGHT CARRIER. BAILEY POTTERY EQUIPMENT IS NOT RESPONSIBLE FOR FREIGHT CARRIERS WHO DO NOT ARRIVE AS PROMISED. Net Order: 19,222.00 Less Discount: 0.00 Freight: 1,296.00 CHECK Sales Tax: 0.00 • i,Deposit Authorization or 20,518.00 Check# u Page: 1 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY Po Box 1577 Order Number: 0423090 62-68 Tenbroeck Ave Order Date: 5/1/2019 Kingston, NY 12402 (845) 339-3721 Salesperson: SB Customer Number: 00-0017169 COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD STEVE COOK STEVE COOK COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: (508)274-1166 steve@cotuitbaydesign.com PRICE QUOTE CC PREPAID ORIGIN PPD @@ QUOTED PRICES WILL HOLD FOR 30 DAYS FROM THE ORDER DATE ABOVE @@ ***SHIP WITH Q#423079*** (A)-240V/1PH APPEARS ON THIS QUOTE AS A DEFAULT ONLY.ACTUAL VOLTAGE&PHASE REQUIREMENTS FOR KILN MUST BE VERIFIED IN WRITING PRIOR TO START OF PRODUCTION. (`C=200-2827-240-1K EACH 1.000 0.000 N BAILEY TL-2827 10 C-200-2827-240-1 EACH 1.000 0.000 0.00 N BAILEYTL-2827-10:240V 1PH C-200-FREE EACH 1.000 0.000 0.00 N SALE*FREE SET OF ELEMENTS SERIAL# C-200-072 EACH 1.000 0.000 N 2822/2827 SHELF KIT C-170-1-S EACH 6.000 0.000 0.00 N 1"SQUARE KILN POST C-170-2-S EACH 6.000 0.000 0.00 N 2"SQUARE KILN POST C-170-21 EACH 8.000 0.000 0.00 N 3/4x26 HALF ROUND HI ALUM SHEL C-170-4-S EACH 6.000 0.000 0.00 N 4"SQUARE KILN POST C-170-6-S EACH 6.000 0.000 0.00 N 6"SQUARE KILN POST C-170-8-S EACH 6.000 0.000 0.00 N 8"SQUARE KILN POST t,� Continued c 141 W1•iM V ��i r I - Page: 2 � BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY Po BOX 1677 Order Number: 0423090 62-68 Tenbroeck Ave Order Date: 5/1/2019 Kingston, NY 12402 (845) 339-3721 Salesperson: SB Customer Number: 00-0017169 COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD STEVE COOK STEVE COOK COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: (508)274-1166 steve@cotuitbaydesign.com PRICE QUOTE CC PREPAID ORIGIN PPD Item Number Discounted Price C-175-164 LB 2.000 0.000 0.00 N KILN WASH(GOOD TO CONE 10) LM-405-010 EACH 1.000 0.000 N BAILEY SINGLE VENT SYSTEM___- 400 85 ELECTRIC KILN 123840 �175-# CL 50 FIREBRICK SHAPES 32100-2 Y c 20# CL 150-KD&-BOXED_VENTILATORS 114995 CALL B/4 DEL: ALL DAMAGES MUST BE NOTED ON CARRIERS'RECEIVING SLIP&INITIALED BY THE DRIVER BEFORE HE LEAVES. CLAIMS WILL NOT BE HONORED BY THE FREIGHT CARRIER OR BAILEY POTTERY UNLESS PROPER NOTATION IS MADE. NOTIFY BOTH THE FREIGHT TERMINAL&BAILEY POTTERY IMMEDIATELY IF THERE IS ANY DAMAGE TO YOUR SHIPMENT. TAKE PICTURES OF THE DAMAGE&RETAIN ALL PACKING MATERIALS UNTIL YOUR CLAIM IS SETTLED. RECIPIENT IS RESPONSIBLE FOR COORDINATING THE RECEIPT DATE WITH THE FREIGHT CARRIER. BAILEY POTTERY EQUIPMENT IS NOT RESPONSIBLE FOR FREIGHT CARRIERS WHO DO NOT ARRIVE AS PROMISED. Net Order: 4,426.00 Less Discount: 0.00 Freight: 0.00 CHECK Sales Tax: 0.00 • •- -Deposit Authorization or 4,426.00 Check# u I Page: 1 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY Po BOX 1677 Order Number: 0423077 62-68 Tenbroeck Ave Order Date: 511/2019 Kingston, NY 12402 (845) 339-3721 Salesperson: SS1 Customer Number: 00-0017169 Pol COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: 508-274-1166 steve@cotuitbaydesign.com • • : Ter s ABF PREPAID ORIGIN PPD Discounted Price PRICES GOOD FOR 30 DAYS REFERENCE NO. 423077 ON ALL CORRESPONDENCE THANK YOU L-404 208 EACH 1.000 0.000 N STUDIO 18/12---DELUXE THIS KILN HAS THE INTERTEK LORATORIES GAS SAFETY CERTIFICATION AND LABEL-. THE KILN INCLUDES ALL COMPONENTS REQUIRED TO MEET OR EXCEED INTERTEK L AB LABORATORIES GAS SAFETY_STANDARDS. M 404-300A_____- EACH 1.000 0.000 N AIR MANIFOLD SYSTEM STUDIO!"' 404-325-4 EACH 1.000 0.000 N 3/4-MAXITROL-GAS REGULATOR USED TO LIMIT INTAKE GAS PRESSURE TO 14"WC IM404 090 �EACH� 1.000 0.000 N HIGH LIMIT#1 (C-150-601 K _ EACH_ 1.000 0.000 N _ 200MM AOS OXY PROBE FINISHED C-180-004 EACH 1.000 0.000 N STAINLESS MOUNTING BRACKET-1 �04-RES-18/12 EACH 1.000 0.000 N .STAINLESS RESIDUAL HOOD 18/12 _j ..M-404-075 EACH 1.000 0.000 N BURNER-PORT-HOODS M404-076 EACH, 1.000 0.000 N [SP_Y PORT HOODS � K1 * I Continued GP6 i • Page: - 2 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY IRPo BOX 1577 Order Number: 0423077 62-68 Tenbroeck Ave Order Date: 5/1/2019 1 Kingston, NY 12402 (845) 339-3721 Salesperson: SS1 Customer Number: CO-0017169 Ghip To: COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: 508-274-1166 steve@cotuitbaydesign.com ABF PREPAID ORIGIN PPD Item Number Discounted Price 404-4C732 EACH 1.000 0.000 N DRY_INDUCER-_500_CFM DRAFT INDUCTION FAN FOR THE RESIDUAL FUME VENTING SYSTEM F-18/12-NB EACH 1.000 0.000 N NITRIDE BONDED FURNITURE KIT C-170-2-2S EACH 6.000 0.000 0.00 N 2"X 2"SQUARE POST C-170-25 EACH 2.000 0.000 0.00 N 3/4x12x24 HIGH ALUMINA SHELF C-170-4-2S EACH 6.000 0.000 0.00 N 4"X 2"SQUARE POST C-170-6-2S EACH 6.000 0.000 0.00 N 6"X 2"SQUARE POST C-170-7-2S EACH 6.000 0.000 0.00 N 7"X 2"SQUARE POST C-170-8-2S EACH 6.000 0.000 0.00 N el8''X 2"SQUARE POST -- G500-122412 EACH 8.000 0.000 0.00 N 12"X 24_'X_1/2"NITRIDE BONDS- 4 M2404=071 EAC 1.000 0.000 N L81 STAINLESS_COMBUSTION_HOOD CONSULT WITH BAILEY BEFORE VENTING THIS GAS KILN! DO NOT VENT THIS KILN WITHOUT CONSULTATION!!!! /PACK 1.000 0.000 0.00 N PACKING/CRATING `PLEASE READ THE FOLLOWING IMPORTANT RECEIVING INFORMATION: ALL DAMAGES MUST BE NOTED ON CARRIERS'RECEIVING SLIP&INITIALED BY THE DRIVER Continued • Page: 3 BAILEY POTTERY EQUIPMENT CORP. Quote AND CERAMIC SUPPLY PO BOX 1577 Order Number: 0423077 62-68 Tenbroeck Ave Order Date: 5/1/2019 Kingston, NY 12402 (845) 339-3721 Salesperson: SS1 Customer Number: 00-0017169 COTUIT CENTER FOR THE ARTS COTUIT CENTER FOR THE ARTS 4418 FALMOUTH RD 4418 FALMOUTH RD COTUIT,MA 02635 USA COTUIT,MA 02635 USA Confirm To: 508-274-1166 steve@cotuitbaydesign.com - • • n ABF PREPAID ORIGIN PPD Item Numberi • • Discounted Price .. BEFORE HE LEAVES. CLAIMS WILL NOT BE HONORED BY THE FREIGHT CARRIER OR BAILEY POTTERY UNLESS PROPER NOTATION IS MADE. NOTIFY BOTH THE FREIGHT TERMINAL&BAILEY POTTERY IMMEDIATELY IF THERE IS ANY DAMAGE TO YOUR SHIPMENT. TAKE PICTURES OF THE DAMAGE&RETAIN ALL PACKING MATERIALS UNTIL YOUR CLAIM IS SETTLED. RECIPIENT IS RESPONSIBLE FOR COORDINATING THE RECEIPT DATE WITH THE FREIGHT CARRIER. BAILEY POTTERY EQUIPMENT IS NOT RESPONSIBLE FOR FREIGHT CARRIERS WHO DO NOT ARRIVE AS PROMISED. THE FREIGHT CHARGE BELOW IS AN ESTIMATE FOR A "COMMERCIAL TAILGATE DELIVERY"ONLY. THE TRUCK DRIVER DOES NOT ASSIST IN ANY WAY WITH UNLOADING AND PLACEMENT OF THE FREIGHT. RECIPIENT IS SOLELY RESPONSIBLE FOR OFF-LOADING, PLACEMENT,UNCRATING& INSTALLATION. A FORKLIFT WILL BE REQUIRED TO OFF LOAD THIS SHIPMENT:CONTACT OUR OFFICE FOR DETAILS. 2200 LBS. CLASS 85 Gas firing kiln#123840 REF.# HPP3211219 350 LBS. CLASS 77.5 Silicon carbide shelf#026290 FREIGHT CHARGES ARE ESTIMATED,DIFFERENCE IS INVOICED OR REFUNDED Net Order: 21,695.00 Less Discount: 0.00 Freight: 1,231.00 CHECK Sales Tax: 0.00 • ••Deposit Authorization or 22,926.00 Check# u , DEpr R&M PAY j 6 2019 ROGERS&MARNEY,INc. T OWN OF BARNST BUILDERS ABA List of Subcontractors.performing work at 4418 Falmouth Road, Santuit,Ma Subcontractor Exp. Date Comp Number BAY COLONY CONCRETE FORMS, INC. 03-31-2020 V9WC874387 GEORGE GRIFFIN PLASTERING 02-07-2020 WIF8522Y CAPE COD INSULATION, INC. 06-30-2019 WCE00431902 JD CUSTOM BUILDING, INC. 09-17-2019 200IW7511 JOYCE LANDSCAPING, INC. 04-07-2020 6S60UB91624916 R&S LAFLEUR 07-01-2019 WCA9100869 ANDREW B. POWERS, INC. 02-08-2020 VWC10060052082019 SOUTH SHORE HEATING& COOLING 07-01-2019 WCC50050175552018A SPENCER HALLETT 02-22-2020 4220080210 CARLOS DEANDRADE, INC. 06-05-2019 WCP3999V CAZEAULT ROOFING 08-10-2019 WC5-31S-386670-028 L&M GLASS 05-01-2020 WC0855213 Building Quality Homes Since 1968 • rogersandmarneybuilders.com Post Office Box 310,Osterville,MA 02655 • tel 508.428.6106 9 fax 508.420.3550 • email gjs®rogers®marneybuilders.com • COTUIT CENTER FOR THE ARTS May 1, 2019 To:Town of Barnstable Building Department This letter is to authorize Rogers and Marney builders Inc.to apply for a Building permit as the builder of record for the construction of the John and Marjorie McGraw Ceramics studio at Cotuit Center for the Arts. David Kuehn Executive Director, Cotuit Center for the Arts david@cotuitcenterforthearts.org 774-368-0986 i Commonwealth of Massachusetts Division of,Professional Licensure Board of.Building Regulations and Standards a Cori strft�r� $pervisor !,TT CS-102999 � E- ires: 08/16/2020. 2 d �( GARY J SOUZA l P.O.BOX 310 j t OSTERVILLE MACO2655 , ' Urilss:f40 Commissioner m. ROGER-1 OP ID: MP DATE(MM/DD/YYYY) l✓ CERTIFICATE OF LIABILITY INSURANCE 03/28/2019 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 508-393-2455 CONTACT Northwood Ins.Agency,Inc. NAME: P.O.Box 187 (AI PHONE Ext):508-393-2455 jaC,No).508-393-2965 Northborough,.MA 01532 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIIC# INSURER A:General Casualty Insurance Co. 2"14 t�NSURED INSURER B:Applied Underwriters 1ogers&Marney,Inc. Gary Souza INSURERC: P.O.Box 310 0sterville,MA 02655 INSURERD: 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 DDL UBR NSD POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X] OCCUR CC1039562110 03/20/2019 03/20/2020 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident $ ANY AUTO CBA0395621 03/20/2019 03/20/2020 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY Per accident $ X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ A UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAR CLAIMS-MADE CCU 039562110 03/20/2019 03/20/2020 AGGREGATE $ DED X RETENTION$ 10,000 B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE 37-585332-01-01 01/01/2019 01/01/2020 500,000 OFFICER/MEMBER EXCLUDED? �N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION ROGERS& SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THEREOF,Rogers&Marney, Inc. ACCORDANCEION W THDATE THE POLICY PROVISIONS. WILL BE DELIVERED IN P.O. Box 310 Osterville, MA 02655 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • COTUIT CENTER FOR THE ARTS May 1, 2019 To:Town of Barnstable Building Department This letter is to authorize Rogers and Marney builders Inc.to apply for a Building permit as the builder of record for the construction of the John and Marjorie McGraw Ceramics studio at Cotuit Center for the Arts. David Kuehn Executive Director, Cotuit Center for the Arts david@cotuitcenterforthearts.org 774-368-0986 The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass gov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciam/Plumbers Applicant Information Please Print L •b Name(Business/Organization/Individual): S 4k, Address: '?--It City/State/Zip: O 5—,-L R_U i LC.0 2 2Phone#: C 0 IQ Are you an employer?Check the appropriate bo • ti Type of project(required): 1.0 I am a employer with- 4. Rl am a general contractor and I 6. ❑New 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. 7. remodeling ship and have no employees These,sub-contractors have- g•'2-Demolition working for me in any capacity. employees and have workers' 9. aguilding addition [No workers'comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12:❑Roof repairs insurance ram]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-contractor have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. A , Insurance Company Name: CEPtNL 0-S(�Acr)e (N 5 ce) 60 Policy#or Self-ins.Lic.#:.`6oF (:ez1 l c Cki-E Expiration Date• -j f 2b/ZC--) c r--- Job Site Address: --city/state/zip: CU7yl 10 Alt 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 cA52 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 certi der the p g* d:penauftles of perjury that the information provided above is true and correct: Si store: Date: Phone#: C7 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[rown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1/ - Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,'partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for.you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy`of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would Bice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. _ The Commonwealth of Massachusetts Department of Industrial Accidents' �,. Office of I,nvestigatims 660 Washington Shwt Boston,MA 02111 Tel.#617-727-4900 oxt 406 or 1-877-MASSAFB Revised 4-24-07 Fax#617-727-7749 www,mass.gov/dia Town of Barnstable OFtHErO� Building Department Services Brian Florence, CBO BARNSTABLE, Building Commissioner r�ao �w `63g' , 200 Main Street, Hyannis, MA 02601 �Fo MAC A www.town.barnstable.ma.us , Office: 508-862-4038 Fax: 508-790-6230 Massachusetts Existing Building Code Analysis Based on 2015 IEBC w/MA amendments Site Address: 4418 Falmouth Road Map: 024 Parcel _021 Village: Cotuit Applicant name:Cotuit Center for the Arts, INC Phone: E-mail: Risk Category: 11 Use Group: B Occupancy Limit: 49 I.A.W. 780 CMR 2015 IEBC 301.1 -The permit application shall comply with one of the following methods: Choose One: M Prescriptive method ❑ Work area method ❑ Performance method Construction Control [9 Yes ❑No If Yes Documents shall be in accordance with 780CMR 34.00 MA Amendment to 2015 IEBC. The building Owner shall cause the existing building (or portion thereof)to be investigated and evaluated. The investigation and evaluation shall include at least: structural, means of egress, fire protection, energy conservation, lighting, hazardous materials, accessibility, and ventilation for the space under consideration and,where necessary, the entire building or structure and foundation. The results of the investigation and evaluation shall be submitted in written report form. USE FILL IN FORM OR ATTACH DOCUMENTS AS NEEDED FOR EACH EVALUATION CATEGORY BELOW: Structural see Structural Narrative Means of egress...... see Architectural Plans and'Architectural Narrative` Fire protection_...__._ : see Architectural Plans and Architectural Narrative Energy conservation see Architectural Plans and Architectural Narrative Lighting see Electrical Plans Hazardous Material No existing hazardous material Accessibility,...............: compliance with MASS AAB, see Architectural Plans Ventilation see HVAC Plans ------------- Description of Proposed work: -Addition and alterations -Convert existing gas station building into a pottery studio classroom and office. r Initial Construction Control Document To be submitted with the building permit application by a W A d Registered Design Professional for work per the ninth edition of the SYe"'W Massachusetts State Building Code, 780 CMR,Section 107 Project Title: Cotuit Center for the Arts Date: February 121 2019 Property Address: 4404 Falmouth Rd.,Cotuit,MA r Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Convert existing gas station building into a pottery studio; additions and alterations. I Louis F. Giampietro,MA Registration Number: 4929 Expiration date: 08/2019 , 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 official. Upon completion of the work, I shall submit to the building official a`Final Construction ontrol Document'. RED ARC �5 F GIAgtAyijt� Enter in the space to the right a"wet"or Qw J�5 F� n� electronic signature and seal: O c� NO.4929 g 0- FA Ou H. q Phone number: 508-540-7400 Email: fred@giampietroarchitects.com OF SYO 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 01 01 2018 E• GGiampietro Architects February 11, 2019 Revised June 12,2019 ALTERATIONS TO: ADDRESS: Cotuit Center for the Arts 4404 Falmouth Rd., Architectural Evaluation Cotuit,MA Architectural Narrative Scope of Proposed Work • Addition and alterations. • Convert existing gas station building into pottery studio classroom and office. Code Compliance • Code compliance 2015 International Building Code(IBC). • 2015 International Existing Building Code(IEBC). • Massachusetts Amendments/9`h Edition. IEBC Chapter 9 Alteration-Level 3 Chapter 10 Change of occupancy Chapter 11 Additions IBC Table 1604.5 Risk Category=II Fire Protection IBC 903 Automatic sprinkler system Massachusetts Amendment Table 903.2 B occupancy Sprinkler system is not required. The building is less than 7,500 Sq.ft. IEBC Section 904 Fire Protection 904.2.1 Manual Fire Alarm Systems IBC 907.2.2 Group B Not required with.an occupant load 100 or less. IEBC-Automatic Fire Detection Automatic smoke and fire detection appliances will be installed throughout the work area. *see plans for locations Architectural: Louis F.Giampietro, P.C. r IEBC-Section 805 Means of Egress Section 805.3.1.1 Single-exit buildings • Only one exit is required at the level of exit discharge when the occupant load of that story does not exceed 50 and the exit travel distance does not exceed 75 feet. • Means of egress hazard category • Install a new egress door—see plans • Table 1012.4 = Hazard Level 3 • There is an existing nonconforming secondary means of egress. IEBC 805.2 Means of Egress Lighting • Emergency lighting will be provided as shown on plans and in accordance with the requirements of the IBC 805.3 Exit Signs • Lighted exit signs will be installed at appropriate locations as shown on plans and in accordance with the IBC and local fire and building officials. IEBC 906 Accessibility • The entrance path from the parking area to the entrance will be accessible via walks and ramp. • The interior spaces will be accessible including the toilet rooms. • All requirements of the Massachusetts Architectural Access Board will be complied with. IEBC Section 907 Structural • See structural narrative IEBC Section 908 Energy Conservation 908.1 Minimum Requirements • The addition and alterations shall conform to the energy requirements of the International Energy Code as they relate to new construction. Chapter 10 IEBC Change of Occupancy 1001.2.1 Change of use 1001.2.2 Change of occupancy classification 1001.3 Certificate of occupancy required IBC Section 106 106.1 Floor and roof design loads ■ See structural IEBC Section 1002 Special use and occupancy ■ Not applicable Architectural: Louis F.Giampietro, P.C. r 3 Section 1003 Building Elements and Materials • All elements and materials for this work shall comply with the IBC for New Construction • All means of egress, accessibility,fire protection and mechanical and electrical work shall comply with the 2015 IBC Chapter11 IEBC Additions • Add 746 sq.ft.to the rear of the building. • All work shall comply with the requirements of this chapter and with the IBC and the MAAB and the 9"'Edition of the Massachusetts Amendments RED AIgC �5 F GIA 'S�j� N0.4929 0 FALMOUTH. MA., J� P Respectfully Submitted, Louis F.Giampietro Architectural: Louis F.Giampietro, P.C. Town of Barnstable pFIKE r Budding:Department Services do Brian Florence, CBO Building Commissioner BARNSTABLE BA MAS&LE. • RaMIp2e.certoiaanu lUa:vaza M" . g 200 Main Street, Hyannis,MA.02601 v�� 1639-2014 s639. 1� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 22,2019 { Cotuit Center for the Arts Inc. c/o Mr. Matthew Eddy,P. E. Baxter Nye Engineering& Surveying 78 North Street, 3td Floor Hyannis, MA 02601 RE: Site Plan.Review#024-19 Cotuit Center for the Ails,Inc. 4418 Falmouth Road,Cotuit,MA Map 024,.Parcel 021 Proposal: Redevelopment of an existing gas station/auto repair/retail by adding 746 s.f.to the rear of the existing structure and providing a handicap ramp on the side. Building is proposed to be used by the Cotuit Center for the Arts,Inc. for teaching The project will include a new gravel parking lot with a stormwater system,new septic system, and lawn/landscape area. No entertainment,eating or alcohol is proposed in this building. At the informal site plan review meeting held April 2,2019,the above proposal received an administrative approval from the Site Plan Review Committee subject to the following: • Approval is based upon,and must be substantially constructed in accordance with, site plans entitled"Ceramic Studio—4418 Falmouth Road, Cotuit"dated March 21,2019 Site Plan of 40 Lewis Bay Road,Hyannis"dated March 5,2019, 13 Sheets;and, "Stormwater Management Report for Ceramic Studio"dated March 26,2019 both prepared for Cotuit Center for the Arts by Baxter Nye Engineering& Surveying, Hyannis. Also,floor plans and elevations,2 Sheets entitled: "New Addition/Remodeling for: Cotuit Center for the Arts"dated Februaiy 13,2019 prepared by Cotuit Bay Design,LLC,Mashpee. ® A letter outlining the educational use of this building,providing justification that the educational use qualifies for a zoning exemption in the residential.district pursuant to M.G.L. Chapter 40A, Section 3,will need to be provided to the Building Commissioner and approved by the Town Attorney's Office. Contact: Brian Florence,Building Commissioner 508-862-4038. ® The HC parking space must be located as close as possible to the entrance to the building. • An existing building code analysis is required to be prepared by an architect and provided at the building permit stage. x. Must comply with conditions of decision of the Barnstable Historic Commission for partial demolition dated January 18,2019. Contact: Erin Logan,Planning& Development 508-862-4787. ® The maximum number of persons.allowed is limited to 25 based on the grandfathered flow for the septic system and the Saltwater Estuary Protection District Ordinance. Health Department Director,Tom McKean 508-862-4640. L • Fire Department requirements will need to be included in the plan at the building permit stage. Ceramic kilns must be vented in accordance with the manufacturer's instruction provided at the building permit stage. Contact: Cotuit Fire Chief Paul Rhude. o If a natural gas kiln is proposed,design for hood will need to be engineered and provided at the building permit stage. An electric kiln will need to be vented for heat accumulation. • 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 certified"as built"site plan and a letter of certification,made upon knowledge and belief in accordance with I 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 Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence,Building Commissioner, SPR Chairman Cotuit Fire Chief Rhude I Tom McKean,Health Director Griffin Beaudoin,DPW Licensing Planning&Development no. Filing Fee:$15.00 Examiner William Francis Galvin Secretary of the Commonwealth One Ashburton Place,Room 1717,Boston,Massachusetts 02108-1512 J)j {�GenerCalLzES U Chapter so DSection 7) MENT Name Approved We, Kathie Lynch Nutting *President/"Vice President, and Graham Silliman "Clerk/*Assistant Clerk, of Cotuit Center of the Arts, Inc. (Exact name of corporation) located at 4404 Route 28,Cotuit, MA 02635 (Address ofcorporation in Massachusetts) do hereby certify that these Articles of Amendment affecting articles numbered: Article II (Number those articles 1,2,3,and/or 4 being amended) of the Articles of Organization were duly adopted at a meeting held on May 15 20 19 by vote of: 100% members, shareholders-, m Being at least two-thirds of its members legally qualified to vote in meetings of the corporation;OR El Being at least two-thirds of its directors where there are no members pursuant to General Laws, Chapter 180,Section 3;OR ❑ In the case of a corporation having capital stock,by the holders of at least two-thirds of the capital stock having the right to vote therein. C ❑ P ❑ M ❑ R.A. ❑ 'Delete the inapplicable words. 9 '"Check only one box thatapplirt. Notes If the space provided under any article or item on this form is Insufficient additions$hall be ret forth on one Saoonly of separate 8112 x 11 sheets of paper with a left margin of at bast I inch.Additions to more than one article may be made on a single sheet eo P.C. long ns each article requiring each addition it clearly Indicated . ,9oaman,t�filt: I r I I I i i I The foregoing amendment(s)will become effective when these Articles of Amendment are filed in accordance with General Laws,Chapter 180,Section 7 unless these articles specify,in accordance with the vote adopting the amendment,a later effective date not more than thirty days after such filing,in which event the amendment will become effective on such later date. i Later effective date: SIGNED UNDERTHE PENALTIES OF PERJURY,,this 6th day of June 20 19 Kathie Lynch Nutting r *Qreside /*Vice President, .i Graham Siiliman *Clerk/*Assistant Clerk. 'Delete the inappheable wordy. Article II The purpose of the Corporation shall be to operate without a profit,and so that no part of its earnings or assets shall ever be distributed as a dividend or inure to the benefit of any private shareholder or individual and without limitation,shall be the following: • Foster,offer,and present arts education,theater productions,concerts,visual arts exhibitions;and special events of the highest quality possible and,through the talent and versatility of the Corporation's educators,staff,performers,artists, artisans,thespians,and musicians. • Increase and broaden the Corporation's membership and audience through educational programs,performances, exhibits, and outreach,and by continually re-evaluating and improving its products and services; • Provide opportunities for arts education,theater/education productions,concerts,visual arts exhibitions,and special events in the community; ' t •Create partnerships with the other educational, cultural,civic,and business communities that further the interests of the Corporation within the community; •Conduct business and all operations in an ethical manner consistent with the highest business standards. • Partner with other educational and arts organizations,educators,and artists to further the Corporation's Mission. For such purpose and operations without profit,and in the manner herein stated,the Corporation shall: a) Educate,create,produce, perform,and supply an array of artistic programs and classes for the community. Encourage individual artistic development through education,exploration,and experimentation to increase awareness, understanding, and appreciation'of the creative process through education,communication and interaction among artists and between artists and the public and Membership. The Corporation is formed as a not for profit Corporation, exclusively for these purposes within the meaning of Section 501 (C)(3)of the Internal Revenue Code. b)Engage from time to time,or establish,maintain,present,and operate, a group or groups of performers primarily for education and instruction in music,theater,dance,literary,and visual arts,whether described as a theater company or performance center,or theater,or otherwise,capable of performing theatrical performances for the educational purpose herein stated. Show,display,and present art exhibits,whether by one or groups of artists. Do all things necessary and proper to accomplish and further the Corporation's educational purposes stated herein,including but not limited to instruction in music,visual and literary arts,theater,and dance. c) In support of its educational programs,theater production,concerts,visual arts exhibitions,and special events to own maintain,operate,rent,acquire in any manner for use,or own,maintain,and operate,a place or places suitable for the educational programs and the management and performance of Corporation's educational activities,sponsored events, and do all things necessary and proper to accomplish and present the exhibits,performances,and educational programs stated herein and to carry out the Corporation's Mission. d) Solicit,accept,hold,and administer contributions received by deed,gift,will,vote of government authorities,or otherwise,accept and administer the proceeds of admission charges and tuition fees, either intrust or otherwise,hold, operate,and administer real and personal property and generally do all things necessary and proper to accomplish the purposes stated herein. e) Grant scholarships for the education and study of music,art,theater,and other areas of the arts and when appropriate,musical instruments,theater,and production,to deserving individuals and groups.. 1 THE COMMONWEALTH OF MASSACHUSETTS :iARY OF THE. 10111!,,1EALZH ARTICLES OF AMENDMENT 2019 JUH I I AM 10: 2 5 (General Laws,Chapter 180,Section 7) CHPUATIONS DIV1510fio , I hereby approve the within Artides of Amendment arid, die filing fee in the G.e amount of$ LS having been paid,said articles axe deemed to have been filed with me this day of 2017 . Effective date: WILLIAM FRANCIS GALVIN Secretary of the Commonwealth C� N TO BE FILLED IN BY CORPORATION Contact Information: Cotuit Center for the Arts, Inc. 4404 Route 28 .Cotuit, MA 02635 Telephone: (508)428-0669 Email: David@cotuitcenterforthearts.org Upon filing,a copy of this filing will be available at www.sec,state.mx.us/cor.If the document is rejected,a copy of the rejection sheet and rejected document will be available in the rejected queue. Town of Barnstable. �pFIKE r�Y Building Department Services do Brian Florence, CBO Building Commissioner BARNSTABLE * HAItNS1'A,BLE, aar�roe�eas�x lu CO ur•muns. MASS. N;ssu,s xvs°`manme.xvae M� 200 Main Street, Hyannis,MA 02601 ,6„_,�4 s6�9. 1� 'Dlev MAC a www.town.barnstable.maxs Office: 508-862-4038 � ", Fax: 508-790-6230 April 22, 2019 Cotuit Center for the Arts Inc. G 11 c/o Mr. Matthew Eddy,P. E. Banter Nye Engineering& Surveying 78 North Street, 3,d Floor Hyannis, MA 02601 RE: Site Plan Review#024-19 Cotuit Center for the Arts,Inc. 4418 Falmouth Road, Cotuit,MA Map 024,Parcel 021 Proposal: Redevelopment of an existing gas station/auto repair/retail by adding 746 s.f.`to the rear of the existing structure and providing a handicap ramp on the side. Building is proposed to be used by the Cotuit Center for the Arts,Inc, for teaching The project will include a new gravel parlang lot with a stormwater system,new septic system, and lawn/landscape area. No entertainment, eating or alcohol is proposed in this building. At the informal site plan review meeting held April 2,2019,the above proposal received an administrative approval from the Site Plan Review Committee subject to the following: Approval is based upon, and must be substantially constructed in accordance with, site plans entitled"Ceramic Studio-4418 Falmouth Road, Cotuit"dated March 21,2019 Site Plan of 40 Lewis Bay Road,Hyannis"dated March 5;2019, 13 Sheets; and, "Stormwater Management Report for Ceramic Studio"dated March 26,2019 both prepared for Cotuit Center for the Arts by Baxter Nye Engineering& Surveying, Hyannis. Also,floor plans and elevations,2 Sheets entitled: "New AdditionlRemodelin-g for:.Cotuit Centex for the Arts"dated February 13,2019 prepared by Cotuit Bay Design,LLC,Mashpee. ® A letter outlining the educational use of this building,providing justification that the - educational use qualifies for a zoning exemption in the residential district pursuant to M.G.L. Chapter 40A, Section3,will need to be provided to the Building Commissioner and approved by the Town Attorney's Office.,Contact: Brian Florence,-Building Commissioner 508-862-4038. e The HC parking space must be located as close as possible to the entrance to the building. ® An existing building code analysis is required to be prepared by an architect and provided at the building permit stage. ® Must comply with conditions of decision of the Barnstable Historic Commission for partial demolition dated January 18,2019. Contact: Erin Logan,Planning& Development 508-862-4787. ® The maximum number of persons allowed is limited to 25 based on the grandfathered flow for the septic system and the Saltwater Estuary Protection District Ordinance. Health Department Director,Tom McKean 508-862-4640. Fire Department requirements will need to be included in the plan at the building permit stage. Ceramic lulns must be vented in accordance with the manufacturer's instruction provided at the building permit stage. Contact: Cotuit Fire Chief Paul Rhude. f . If a natural gas kiln is proposed,design for hood will need to be engineered and provided at the building permit stage. An electric kiln will need to be vented for heat accumulation. i • Applicant must obtain all other applicable permits,licenses and approvals required. c i Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built"site plan and 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 -e Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence,Building Commissioner, SPR Chairman Cotdt Fire Chief Rhude I Tom McKean,Health Director Griffin Beaudoin,DPW Licensing Planning&Development Y s� G pietro Architects February 11,2019 ALTERATIONS TO: ADDRESS: Cotuit Center for the Arts 4404 Falmouth Rd., Architectural Evaluation Cotuit,MA Architectural Narrative Scope of Proposed work • Addition.and alterations. • Convert existing gas station building into pottery studio classroom and office. Code Compliance • Code compliance 2015 International Building Code(IBC). • 2015 International Existing Building Code(IEBC). • Massachusetts Amendments/91h Edition. IEBC �S Chapter 9 Alteration-Level 3 Chapter 10 Change of occupancy Co p ,� Chapter 11 Additions IBC Table 1604.5 Risk Category=II Section 804 Fire Protection IBC 903 Automatic sprinkler system and 903.2.3 Group E Sprinkler system is not required. The building is less than 7,500 Sq.ft. IEBC Section 904 Fire Protection 904.2.1 Manual Fire Alarm Systems IBC 907.2.3 Group E Exception 1: Not required with an occupant load 50 or less. IEBC-Automatic Fire Detection Automatic smoke and fire detection appliances will be installed throughout the work area. Architectural: Louis F.Giampietro,P.C. ..a IEBC-Section 905 Means of Egress Section 805.3.1.1 Single-exit buildings • Only one exit is required at the level of exit discharge when the occupant load of that story does not exceed 50 and the exit travel distance does not exceed 75 feet. • Means of egress hazard category o Table 1012.4 = Hazard Level 3 o There is an existing nonconforming secondary means of egress. IEBC 905.2 Means of Egress Lighting • Emergency lighting will be provided as shown on plans and in accordance with the requirements of the IBC 905.3 Exit Signs • Lighted exit signs will be installed at appropriate locations as shown on plans and in accordance with the IBC and local fire and building officials. IEBC 906 Accessibility • The entrance path from the parking area to the entrance will be accessible via walks and ramp. • The interior spaces will be accessible including the toilet rooms. • All requirements of the Massachusetts Architectural Access Board will be complied with. IEBC Section 907 Structural • See structural narrative IEBC Section 908 Energy Conservation 908.1 Minimum Requirements • The addition and alterations shall conform to the energy requirements of the International Energy Code as they relate to new construction. Chapter 10 IEBC Change of Occupancy 1001.2.1 Change of use 1001.2.2 Change of occupancy classification 1001.3 Certificate of occupancy required IBC Section 106 106.1 Floor and roof design loads ■ See structural IEBC Section 1002 Special use and occupancy ■ Not applicable Section 1003 Building Elements and Materials • All elements and materials for this work shall comply with the IBC for New Construction • All means of egress,accessibility,fire protection and mechanical and electrical work shall comply with the 2015 IBC Architectural: Louis F.Giampietro, P.C. Chapter11 IEBC Additions All work shall comply with the requirements of this chapter and with the IBC and the MAAB'and the 9"'Edition of the Massachusetts Amendments DC' C IF GIAQ;jp ea -� NO.4929 O FALMOUTH. MA. Respectfully Submitted, Louis F.Giampietro Architectural: Louis F.Giampietro, P.C. Application Number........................................... . Section 9 Construction Supervisor a Name Gp�,Z\" 00 ZA Telephone Number 50S-42 Z ' 0(0(� Address?0-1�mk 3oO City�Si�'2VC[.[� State �` M - Zip OZC5-2�- License Number CS l OZ License Type CS Expiration Date g'/1c/202p Contractors Email -6QjCb&S.CuhCell # !�"0 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 MR an re Town of Barnstable.Attach a copy of your license. Signature Date Z?,O Section 10—Home Improvement Contractor Name Telephone Number Address City . State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors 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.Attach a copy of your H.I.C... Signature. Date Section 11 —Home Owners License Exemption Home Owners 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 APPLICANT SIGNATURE( > Signature DateA AQ,1n Print Name C �'y c�. �U Telephone Number 6M (:z�k(b &tO E-mail permit to: �S� CAS D l5u tcDee,t (W-L ' Last updated. 11/152018 Section 12 —Department Sign-Offs Health Department Zoning Board(if required) 0 Historic District Site Plan Review(if required) Fire Department- Conservation For commercial work,please take your plans directly to the fire department for approval Section-13Owner's Authozation I, , as Owner of the subject property hereby authorize - to act on my behalf, in all matters relative to work authorized by this building permit application for: ; I (Address of j ob) Signature of Owner date Print Name i t i. i Last updated: 11/152018 I -A' t'. WYNN &WYNN.. April 8,2019 ATTORNEYS James H.Barrett,Jr.* Joan Bowen* Robert F.Mills Brian Florence,Building Commissioner. rt Shannon Nealon* Town of Barnstable John J.O'Day,Jr. 200 Main Street Kevin J.o'iV Raymond G Ploelo te* Hyannis,MA 02601 Thomas E.Pontes Rebecca J rinci Richardson Rebecca G Rich Re: Cotuit Center for the Arts William Rosa* Pottery Studio/Former Gas Station DinPau Swanson Paul F.Wynn 4418 Falmouth Road, Cotuit,MA l F. Thomas J.Wynn Muska Yousuf Dear Mr. Florence: My firm represents the Cotuit Center for the Arts,Inc. who is currently before Of Counsel Site Plan on the use and occupancy of the property located at 4418 Falmouth Road, Gerald S.Garrick Cotuit(the former Citgo Gas Station). As you are aware,the Center will be utilizing Hon.James R McGillen,II(Ret) the property and building as a pottery studio. My client has dedicated the use of the Keough&Sweeney WilliamE.OKeefe property solely for an arts/educational use as defined under M.G.L.A. Ch. 40A, §3. Edward F.O'Brien,Jr. The property is owned by a non-profit corporation duly qualified under the Internal Revenue Code as a 501(C)(3)entity. Admitted: *Massachusetts and Rhode Island My client understands that the use of the building for educational purposes is non-conforming to the present zoning and if the property is no longer used for that purpose they will not have the protection under M.G.L.A. Ch. 40A, §3. My client has provided you with extensive background of their arts and educational activity since their inception. The Cape Cod community is well aware of the extraordinary educational programs and events that occur at the Center. If approved by Site Plan,my client understands that the use will be for a pottery studio and classes. If that use changes they would be required to return to Site Plan and you for review. If you should have any questions please feel free to contact my office. Very truly yours, c ael ci, sq. MJP:alu 300 Barnstable Road I Hyannis,MA 026011(508)775-3665 1(800)899-3003 1(508)775-1244 1 wynnandwynn corn 4'o2 'EKE aOT5 Legal Notes for Meeting with Brian Florence CCFA — Ceramic Studio April 22, 2019 1. No zoning ordinance or by-law may prohibit, regulate or restrict the use of land or structures for religious purposed or for educational purposes or land owned or leased by the Commonwealth or any of its agencies, subdivisions or bodies politic or by a religious sect or denomination, or by a non-profit educational corporation. Land and structures may, however, be subject to reasonable regulations concerning the bulk and height of structures, yard size, lot area, setbacks, open space, parking and building coverage requirements.3 § 17.6.Limitations on zoning power—Religious or educational uses, 18A Mass. Prac., Municipal Law and Practice § 17.6 (5th ed.) 2. The Dover Amendment,4 as it presently stands, seeks to strike a balance between preventing local discrimination against a religious or educational use, and honoring legitimate municipal concerns that typically find expression in local zoning laws. Local zoning requirements adopted under the provision of the Dover Amendment which serve legitimate municipal purposes sought to be achieved by zoning, such as promoting public health or safety, preserving the character of an adjacent neighborhood, or one of the other purposes sought to be achieved by local zoning,5 may be permissibly enforced against an educational use.6 § 17.6.Limitations on zoning power—Religious or educational uses, 18A Mass. Prac.,Municipal Law and Practice § 17.6 (5th ed.) 3. Education need not be the dominant or primary activity of a non-profit corporation in order that it may qualify. The proper test in deciding whether a non-profit corporation is an educational one is whether the articles of organization permit it to engage in educational activities, a question that can be answered by a review of the articles of organization filed with the state.14 In determining whether a proposed use is a public educational use that may not be barred by a local zoning ordinance,the question is whether the dominant activity will be educational. It is not controlling that the nature of what is taught is not within traditional areas of academic instruction or that the instructors will not be certified by the Commonwealth.15 The fact that a facility will provide residential accommodations does not interfere with its educational use.16 The term"education"has been long recognized by the courts as a broad and comprehensive term which embraces the idea that education is the process of preparing persons P p p p g for activity and usefulness in life.17 1 In order to claim the protection of the Dover Amendment's "educational purposes"clause, a landowner must demonstrate that its use of land will have as its primary purpose a goal that can be reasonably described as educationally significant.17.50 The entire lot need not be owned by or leased for the educational use to be protected. No distinction is made by the statute regarding its applicability to "principal" or"accessory" buildings.18 § 17.6.Limitations on zoning power—Religious or educational uses, 18A Mass. Prac., Municipal Law and Practice § 17.6 (5th ed.) 4. ❑ Religion and Education. The "use of land or structures for religious purposes or for educational purposes on land owned or leased by the Commonwealth or any of its agencies, subdivisions or bodies politic or by a religious sect or denomination or by a nonprofit educational corporation; provided,however, that such land or structures may be subject to reasonable regulations concerning the bulk and height of structures and determining yard sizes, lot area, setbacks, open space, parking and building coverage requirements." This provision, called the Dover Amendment,5 is undoubtedly the most salient and hotly contested limitation in the statute. The courts have given a broad interpretation to "education."6 In the cited Campbell case, upholding the educational status of a group residence for elderly mentally ill persons,the court said that"the proper test in deciding whether a nonprofit corporation is an educational one is whether its articles of organization permit it to engage in educational activities." The Dover Amendment does not expressly bar the requirement of a special permit for an educational use,but the courts have so declared, and similarly as to site plan approval, and incidentally, also as to lodging house licenses.7 Before 1975 the Dover Amendment dealt only with use and made no mention of dimensional or physical regulations. Two leading cases addressed the issue and set forth a rule that a dimensional requirement could not be enforced if it had the effect of"virtually nullifying"the educational use.8 Those cases continue to be cited and to play an important role in the interpretation of the statutory language specifying "reasonable regulations" concerning certain specific dimensional factors. In the Tufts College case9 the court said that physical requirements of the zoning ordinance that"do not facially discriminate against educational uses ... are presumptively valid,"but also said that"facially neutral requirements cannot be applied to educational uses without further inquiry into the outcome produced by such an application."The scope of and possibility of balance between the presumption of validity and further inquiry into outcome remain unresolved,10 although balancing is indicated in a number of decisions." In a leading case the Land Court rejected the assertion of the Dover Amendment by Regis College to support its proposal of an elderly housing facility coupled with educational courses and opportunities.'"' The Court held that the project was not entitled to Dover Amendment protection because it was not primarily educational, relying on 2 Whitinsville Retirement Soc., Inc. v. Town of Northbridge, 394 Mass. 757, 477 N.E.2d 407 (1985), and purporting to distinguish Lasell College v. Newton, 1 L.C.R. 80 (1993), but in any event indicating a trend away from the earlier very broad interpretations. Accepting an application for direct appellate review, the SJC rejected the Land Court's grant of summary judgment and remanded for further proceedings,requiring the Land Court to determine by trial whether the college's proposal could meet Dover amendment requirements.11.40 Based on Whitinsville the SJC defined the basic requirements as an"educationally significant" goal constituting the "primary and dominant"purpose of the project, acknowledging that to be a "judicial gloss" on the statute. While acknowledging the "vagueness" of the educational proposals, the SJC, citing Lasell, declined to "say that it would be irrational for a finder of fact to conclude from this evidence that Regis East will primarily serve educational purposes,"and recognized"that many of its details will necessarily be worked out by experienced educators through day-to-day operation." In another case,11.70 in denying summary judgment the Land Court said that the Gardner-Athol decision in 1987 (401 Mass. 12) ruled on what it took to qualify as a nonprofit educational corporation,but did not alter the rule of Whitinsville that in order to qualify for Dover Amendment protection the activity itself must be primarily educational. This again indicates a trend, since the Gardner-Athol decision(with two dissents) did in fact uphold a residential care facility in which the educational aspect was clearly less than primary. The scope of religious use has also been considered.12 As to the application of dimensional requirements,the court upheld the right of the Mormon Church to build a steeple higher than the Belmont zoning law allowed.13 The SJC rejected the trial court's inquiry into the association of steeple height with the proposed use as an inappropriate consideration of religious doctrine, but anomalously declared that"The record is replete with evidence that the steeple is integral to the specific character of the contemplated use," indicating perhaps less rigor and scrutiny of the relation of dimensional requirements to the use in religious cases than in educational cases. A Jewish cemetery was also held to be entitled to Dover Amendment protection, including an exemption from the town's earth removal requirements.13.30 ❑ • Child Care Facilities. The "use of land or structures, or the expansion of existing structures, for the primary, accessory or incidental purpose of operating a child care facility; provided, however, that such land or structures may be subject to reasonable regulations concerning the bulk and height of structures and determining yard sizes, lot area, setbacks, open space,parking and building coverage requirements," and provided further that"the term `child care facility' shall mean a day care center or a school age child care program, as those terms are defined in [M.G.L.A. c. 28A, § 9]." Patterned on the Dover Amendment, this provision sets forth the same list of permitted "reasonable regulations." The requirement of a special permit for such use is expressly barred. Space for child care facilities is encouraged in M.G.L.A. c. 40A, § 9C, by a statutory bonus in a building providing a child care facility of 10%of the floor area that would otherwise be allowed under the local bylaw or ordinance. 3 r . The courts have rejected special permit and site plan approval requirements for child care facilities and have regularly found the application of various dimensional requirements to be unreasonable in the circumstances, often citing Dover Amendment cases.14 § 11:6.Statutory limitations, Mendler, Massachusetts Conveyancers' Handbook with Forms § 11:6 (4th ed.) 5. The Zoning Act prohibits the enactment of zoning by-laws prohibiting, regulating or restricting the use of land or buildings by a religious sect or denomination or by a non-profit educational corporation.3 State colleges are exempt from zoning regulations as state institutions.4 § 23:3 4.Exceptions to zoning—Religious and educational institutions, 28A Mass. Prac., Real Estate Law § 23:34 (4th ed.) 6. Worcester v. New England Institute &New England School of Accounting, Inc., 335 Mass. 486, 140 N.E.2d 470 (1957) (non-profit accounting school); Chicopee v. Jakubowski, 348 Mass. 230, 202 N.E.2d 913 (1964) (crafts training); Commissioner of Code Inspection of Worcester v. Worcester Dynamy, Inc., 11 Mass.App.Ct. 97, 413 N.E.2d 1151 (1980) (living quarters for interns);Newbury Junior College v. Brookline, 19 Mass.App.Ct. 197, 472 N.E.2d 1373 (1985) (college dormitory); Fitchburg Housing Authority v. Board of Zoning Appeals of Fitchburg, 380 Mass. 869, 406 N.E.2d 1006 (1980) (training of mentally impaired adults for independent living); Gardner-Athol Area Mental Health Ass'n, Inc. v. Zoning Bd. of Appeals of Gardner, 401 Mass. 12, 513 N.E.2d 1272 (1987); Campbell v. City Council of Lynn, 32 Mass.App.Ct. 152, 586 N.E.2d 1009 (1992) (group residence for elderly, mentally ill individuals is an educational purpose). Needham Pastoral Counseling Center, Inc. v. Board of Appeals of Needham, 29 Mass.App.Ct. 31, 557 N.E.2d 43 (1990) (pastoral counseling center—not a religious purpose); Whitinsville Retirement Soc., Inc. v. Northbridge, 394 Mass. 757, 477 N.E.2d 407 (1985) (elderly independent living facility—not an educational purpose). Cf. Regis College v. Town of Weston, 462 Mass. 280, 968 N.E.2d 347, 280 Ed. Law Rep. 369 (2012) (vacating summary judgment and remanding for specific findings of fact to determine whether education is the dominant purpose of proposed senior housing facility on college campus where residents must enroll in educational programs at the college and at the new facility). § 23:34.Exceptions to zoning—Religious and educational institutions, 28A Mass. Prac., Real Estate Law § 23:34 (4th ed.) 4 William Francis Galvin secretary of the of fvlassadhiuisett5, Corporations Division Business Entity Summary ID Number: 043223784 Summary for: COTUIT CENTER FOR THE ARTS, INC. The exact name of the Nonprofit Corporation: COTUIT CENTER FOR THE ARTS, INC. Entity type: Nonprofit Corporation Identification Number: 043223784 Old ID Number: 000515168 Date of Organization in Massachusetts: 10-18-1995 Last date certain: Current Fiscal Month/Day: / Previous Fiscal Month/Day: 06/30 The location of the Principal Office in Massachusetts: Address: 4404 RTE 28 City or town, State, Zip code, COTUIT, MA 02635 USA Country: The name and address of the Resident Agent: Name: Address: City or town, State, Zip code, Country: The Officers and Directors of the Corporation: Title Individual Name Address Term expires PRESIDENT JAMES T HOECK 169 PINQUICKSET COVE CIRCLE 2019 COTUIT, MA 02635 USA TREASURER ALAN HIDENFELTER 306 CAP'N LIJAH'S ROAD 2018 CENTERVILLE, MA 02632 USA SECRETARY GRAHAM SILLIMAN 141 SCHOOL ST COTUIT, MA 02635 2019 USA VICE KATHIE LYNCH NUTTING 3 DRIFTWOOD CIRCLE MASHPEE, 2017 PRESIDENT MA 02649 USA DIRECTOR GARY SOUZA 25 PEACHTREE TD MARSTONS 2017 MILLS, MA 02648 USA DIRECTOR BOB WILLCUTTS 3 DALE TERRACE SANDWICH, MA 2018 02563 USA A f The alommonfurulth of Nussurhuartle `Wi.ffimn Francis Cralvin Examiner Secretary of the Commonwealth _ ONE ASHBURTON PLACE, BOSTON, MASSACHUSETTS 02108 ARTICLES OF ORGANIZATION (Under G.L.Ch. 180) ARTICLE I N The name of the corporation is: Ap oved _ Co+uit Cantar for 4a 4r+5/ _b1C. ARTICLE II They purpose of the corporation is to engage in the following activities: 0 50AALI rrFE. COAJAIdli ryl j✓i rg AA1 4-.2A4j 0G N04C7 44_6 TYAT" Enkb0A4 -7-- ldbl✓/bilXLL AArISTG bE✓F_t.0,4MEe1T . E)(PL_OQ A rio.-J) A46 F_0'F_ 1,V1 E.J TA n&J, 4AA 7"o r..__i�J�Q�AS�. Ar✓RQ.�-^/�551 v.J��25TA�,Jb��E7, Anlb _ . . ANQF-C-1A r o.J of i Ae. GQEA rl✓E moGz_55 )/ FAcILi 7"A rm)4 COMMO-WIC-A ROA) AA/b b%1-reA,4C.r10Aj _ AID OA67_ AQT'l5rs ;44 4l4rl57"S- 4;,Jk - T#-r-- AmL.Ic_ • Fr/QTif-v9_--AA4o,2E. ) Tt1e_ COQ.00QA rtod 15 FoAMA�b �XGc�5�d��j/ 000,2. 7r>fz'31__-: PJQ0005F-5 W17W I.+J 77W- MEA.J1n1 Dr— 3CC'rl'O,j '�5ot (c)(3) Or- (7W- IAJT�AL J-4i�. Q ✓E. de- .LODE: .- 952910" C ❑ P ❑ M ❑ Q e n ARTICLE V ., By-laws of the corporation have been duly adopted and the initial directors,president,treasurer and clerk or other presiding,financial or recording officers,whose names are set out below,have been.duly elected. ARTICLE VI The effective date of organization of the corporation shall be the date of filing with the Secretary of the Commonwealth or if a later date is desired,specify date, (not mote than 30 days after date of ruing). The information contained in ARTICLE V 11 is NOT a PERMANENT part of the Articlesof Organization and may be changed ONLY by filing the appropriate form provided therefor. ARTICLE VII a. The street address of the corporation IN MASSACHUS is!(post office brutes ate not aweptable) 737 M 44 fr 5T (PrrMF-� co-rd I`�/ MA OJ(O -';15— b. The name,residence and post offs address of each of the initial directors and following officers of the corporation are as fonows: NAME RESIDENCE POST OFFICE ADDRESS Prwdent: -To Aj C i A A lot 6C,400L ST. R o. bo,C -7 71 GOT0Iri M1A GOYVI TI M A o.j /o 36- T°""rerLAJ1tA SCAoGWI 6, 737 MAIa ST. (dPp�2� pp, boy 204d ate. Cow tl ls) M Gorlr1A M oJ(P 35" LAJAA xaoc-,4 W6 tl tl Dbwwm (or ofcers bsvirg the powers of dieetora). NAME RESIDENCE POST OFFICE ADDRESS 1. RIUA/1p �iA�LTt�-fT S�A,�+lTili� QD. �0, LoTJr CoT01r MA Oc400 �5 MA- off&3, LMA,5-06A 31,,z AAI�5 k�(:?J5 oT�� mA odul" po' �� C. I GoTt11-r� . MA- oar 3� c.The fiscal year of the corporation shall end on the last day of the month of: —�' d.The name and BUSINESS address of the RESIDENT AGENT of the corporation,if any,is: I/We the below-signed INCORPORATORS do hereby certify underthe pains and penalties of perjury that 1/We have not been convicted of any crimes relating to alcohol or gaming within the past ten years.I/We do hereby furthercertify that to the best of my/our knowledge the above-named principal officers have not been similarly convicted.if so convicted,explain. IN WITNESS WHEREOF and under the pains and penalties of perjury,I/WE,whose signature(s)appear below as incorporator(s)and whose names and business or residential addresses)ARE CLEARLY TYPED OR PRINTED beneath each signature do hereby associate with the intention of forming this corporation under the provisions of General Laws Chapter 190 and do hereby sign these Articles of Organization as incorporator(s)this 9 T* day of JL�/ 19 �.. vJ 737 MA).J SY A6. bo/ -to4 CototT MA ^ ) f"'2 BY-LA WS OF COTUIT CENTER FOR THE ARTS, INC. (Revised 2-14-17-Final) ARTICLE I CORPORATE PURPOSE Section 1. Corporate Name. This Non-Profit Corporation shall be known as COTUIT CENTER FOR THE ARTS, INC. (the "Corporation"herein). Section 2. Purpose. In addition to the purpose and requirements set forth the Corporation's Articles of Organization, the Corporation shall operate without a profit, and so that no part of its earnings or assets shall ever be distributed as a dividend or inure to the benefit of any private shareholder or individual. In addition, the purpose and objects of the Corporation shall be the following: • Present arts education,theater production, concerts, visual arts exhibitions, and special events of the highest quality possible and,through the talent and versatility of our Director and musicians, provide a broad range of classical and popular music entertainment, using ensembles of varying size and complement; • Increase and broaden the Corporation's membership and audience through performances, exhibits, education and outreach, and by continually re-evaluating and improving its products and services; • Provide opportunities for arts education,theater production, concerts, visual arts exhibitions, and special events in the community; • Create partnerships with the other cultural, educational, civic, and business communities that further the interests of the Corporation within the community; • Conduct business and all operations in an ethical manner consistent with the highest business standards: • Partner with other arts organizations and artists to further the Corporation's Mission. The Corporation's performances, activities, and educational programs shall be primarily, but not exclusively,presented and performed in the counties of Barnstable, Dukes, and Nantucket, Massachusetts. Section 3. Corporation's Powers. For such purpose and operations without profit, and in the 1 manner herein stated, the Corporation shall: a) Create,produce,perform, educate, and supply an array of artistic programs for the community. Encourage individual artistic development, exploration, experimentation, and increase awareness, understanding, and appreciation of the creative process through communication and interaction among artists and between artists and the public. The Corporation is formed as a not for profit Corporation, exclusively for these purposes within the meaning of Section 501 (C) (3) of the Internal Revenue Code. b) Engage from time to time, or establish, maintain, present, and operate, a group or groups of performers primarily of instruction in music,theater, dance, literary, and visual arts, whether described as a theater company or performance center, or theater, or otherwise, capable of performing theatrical performances for the educational purpose herein stated. Show, display, and present art exhibits, whether by one or groups of artists. Do all things necessary and proper to accomplish and further the Corporation's educational purposes stated herein, including but not limited to instruction in music, art, theater, and dance. c) Own, maintain, operate, rent, acquire in any manner for use, or own, maintain, and operate, a place or places suitable for the management and performance of Corporation- sponsored events, and do all things necessary and proper to accomplish and present the exhibits, performances, and educational programs stated herein and to carry out the Corporation's Mission. d) Solicit, accept, hold, and administer contributions received by deed, gift, will, vote of government authorities, or otherwise, accept and administer the proceeds of admission charges and tuition fees, either in trust or otherwise, hold, operate, and administer real and personal property and generally do all things necessary and proper to accomplish the purposes stated herein. e) Grant scholarships for the study of music, art, theater, and other areas of the arts and when appropriate, musical instruments,theater, and production, to deserving individuals and groups. Such payment of scholarships shall not be a violation of the purpose clause of Article 1, Section 2. Section 4. The principal place of business of the Corporation shall be an office on 4404 Route 28, Cotuit, Barnstable County, Massachusetts. Section 5. Carry on Corporation business and action through the Corporation's Officers and Board of Directors. Any reference to the Board, the President, Vice-President, Treasurer, or Clerk and other such title includes male or female, singular or plural, where appropriate. Section 6. The Corporation shall have the following categories of memberships: 2 a) General Members shall consist of those individuals, who pay for such membership, contribute time, interest and/or financial support, consistent with current fees,to the Cotuit Center for the Arts in the advancement of its purpose. General Members are Voting Members. b) Honorary Memberships shall be granted by resolution of the Board with the same rights of a General Member and may be terminated by resolution of the Board. Section 7. Annual Meeting. The annual meeting of the Membership shall be held in the month of May in each year. Notice for the annual meeting shall be given to the Board and the Membership at least thirty (30) days prior to the date of the annual meeting via electronic notice on the Corporation's website or the Corporation's social media forums. The Directors shall cause to be presented at the Annual Meeting a report of operations, including statements of assets and liabilities, and income, contributions, and expenses, for the fiscal year preceding the meeting. The election of Directors shall take place at the Annual Meeting and by proxy. ARTICLE II BOARD OF DIRECTORS Section 1. Board of Directors. The Board of Directors ("Board") shall consist of not less than eleven(11) members, nor more than twenty-one (21) members. Board members, insofar as possible, should include: a) Artistic professionals who either have been or are currently actively engaged in creative pursuits, and who have demonstrated an interest in Cotuit Center for the Arts and its purpose stated herein. b) Business leaders who will relate their knowledge and experience to Corporation's goals and programs. c) Legal, accounting, financial, internet technology, human resources, and other professionals who will apply their particular expertise in carrying out the Board's responsibilities. d) Individuals who have a record of community service and can provide the Board input on planning and policies. e) Individuals who have a record of financial support for the organization and its Mission and/or who have relationships which further the financial strength of the Corporations. Section 2. Election of Directors. There shall be no fewer than eleven (11)nor more than twenty-one (21) Directors excluding the hereinafter described ex-officio voting members of the 3 Board of Directors. The number of Directors shall be determined from time to time by the Board of Directors of the Corporation. The Directors shall be elected at the annual meeting of the Members. Directors shall serve for a term of three years, but in such a manner that one-third (1/3) of the full number shall be elected each year. Any Directors may, if nominated, be elected for an additional term or terms. Section 3. No Term Limits. While the Corporation recognizes that it is important to have a diverse, committed, and dynamic board with new members periodically, Directors may serve as long as they desire; provided they receive the recommendation of the Governance Committee and vote of the Board as set forth herein and stand for re-election every three (3) years. Section 4. Non-voting Members. In addition to the Directors,the Board may elect non- voting/voting life members to the Board of Directors. Emeritus Memberships shall be granted by resolution of the Board as non-voting members only of the Board and may be terminated by resolution of the Board. Section 5. Board Powers. The Board of Directors shall have and exercise all the usual powers of a business Corporation and the immediate governance and direction of the affairs of the Corporation. No Director shall receive compensation for his or her services as a Director. At all meetings of the Board, business shall be transacted by the majority vote of all Directors present in person or by proxy, assuming a quorum is present in person or by proxy. Section 6. Board Meetings. Regular meetings of the Board shall be held at least six (6) times each year, at such place and time as approved by the Board. Special meetings may be called by the President or by a majority of the Executive Committee. A majority of the Board Members present by any means shall constitute a quorum. The transaction of business shall require the vote of a majority of the Directors at any meeting where a quorum is present. Appointments to the Board to fill a vacancy shall be an affirmative vote of a majority of the PP Y J Y Board. Appointees serve until the next general election. The immediate Past President shall serve on the board as a full voting member for one (1) year following his/her term of office. Section 7. Special Meetings. Special Meetings may be called by the President, the Executive Committee, or the Board by written request signed by (10) members of the Board of Directors submitted to the President. When a special meeting is called, notice may be given to the members of the Board of Directors via email, electronic notice on the Corporation's website, or the Corporation's social media forums. Such notice shall be given to the Board members at least three days (72 hours) before the date of the special meeting. This notice requirement may be waived in the event of an emergency as determined by the Executive Committee. The receipted hard copies of the email responses shall be made a part of the record of the special or emergency meeting. Section 8. Quorum. At all Board of Directors meetings a quorum shall consist of 50% of the Directors from the then members of the Board of Directors, present in person, by proxy, or by participating by any other reasonable means. Section 9. Execution of Confidentiality Agreement. Each Director, prior to the 4 commencement of his/her new three-year term, shall execute a confidentiality nondisclosure agreement, acknowledging that the information obtained as a Board of Directors member of the Corporation shall remain confidential and that the Directors' responsibility to the Corporation is a fiduciary responsibility. Section 10. Removal of Directors. The Board of Directors may remove any Director prior to the expiration of his or her current term for any reason which the Corporation may deem as appropriate. The removal of a Director prior to the expiration of his or her current term must carry 67% of all the Directors in attendance by any means and who are then voting for the removal of a Director. Section 11. Term of the Board. Election of the Directors, to serve a term of three (3) years, shall take place at the Annual Meeting from a slate prepared by the Governance Committee, submitted by any means to the Voting Members not less than thirty (30) days prior to the Annual Meeting. Directors will be elected by a majority voice vote at the Annual Meeting. Any nominated Board member may serve multiple terms as long as he/she remains a member in good standing with the Corporation. Notice of nominations of Board members for vote at the Annual Meeting may be waived or shortened by a majority vote of the Executive Committee. Section 12. Appointment of Committee Chairs. The Board of Directors shall appoint all committee chairs with recommendations from the Governance Committee. The committee chairs shall each have the authority to choose members of their respective committees with input from the Executive Committee. ARTICLE III OFFICERS Section 1. Officers. The officers of the Corporation shall be members of the Board of Directors. There shall be a President, Vice President, Clerk, and Treasurer. The officers shall be elected by the Board of Directors by a simple majority. All officers shall hold office for two (2) years or until their successors are elected. Section 2. President. The President will not be an employee of the Corporation. The Board of Directors shall approve the appointment of a President who shall formulate and carry out policies as approved by the Board of Directors and, subject to the approval of the Board of Directors, enter into all contracts required for the conduct of the business of the Corporation. The President will focus his/her leadership responsibilities to further the financial support, programming and public relations aims of the Corporation. The President shall be the chief executive officer of Corporation and shall preside at all meetings of the Board. The President shall be a member of the Executive Committee and a voting member of all standing committees. The President shall, along with one other officer, sign all authorized leases, contracts, checks, or notes or other obligations in the name and on behalf of Corporation, except in cases where the Board shall make other provisions for such signing and execution. The President shall be deemed an active President and as such shall have the ability to make motions and cast votes at all meetings of the Corporation. Section 3. Vice President. The Vice President shall, in the absence of the President, perform 5 the functions of the President and be a substitute President at the Board of Directors when the President is not available, with all powers and duties of the President. The Vice President shall act in the absence, or inability to act, of the President, and shall perform the duties of the office. The Vice President shall perform other duties as the President and/or the Board may assign. Section 4. Clerk. The Clerk shall cause notices for all meetings of the Corporation and the Board of Directors to be issued; shall keep proper minutes of all meetings; shall have charge of the corporate seal and shall make such reports and perform such other duties as are incident to his/her office. The Clerk shall keep an accurate record of the proceedings of meetings of the Board and Executive Committee; preserve such records, documents, and correspondence as directed the Board; and perform all other duties incident to the Office of Clerk as directed by the Board. Section 5. Treasurer. The Treasurer shall have oversight of all monies and securities of the Corporation. He/she shall render an annual report of the financial transactions of the Corporation to the members at their Annual Meeting and such other reports as the Board of Directors may order. He/she shall perform all duties properly incident to his/her office. The Treasurer shall be the custodian of the corporate funds and shall administer, deposit, and disburse such funds as designated by the Board. The Treasurer shall be responsible for supervising the maintenance of Corporation records which shall at all times be under the supervision of the Executive Committee and subject to its inspection. The Treasurer shall report, to the Board, on a quarterly basis, an accurate account of the Treasurer's transactions and of the financial conditions of Corporation. Section 6. Removal and Vacancies of Officers. Any officer elected or appointed by the Board may be removed with or without cause by a majority vote of the Board. A vacancy in any office may be filled by the Board for the unexpired portion of the vacated officer's term. In the event there are any vacancies of any of the Officers of the Corporation, the Governance Committee shall present candidates(s) at the next regular or special Board meeting, subject to proper notice requirements. Section 7. Executive Director. The Board of Directors shall hire and approve the appointment of the Executive Director, who shall be an employee of the Corporation. The Executive Director shall hold office at the pleasure of the Board with a direct reporting relationship to the President. Subject to Board authorization the Executive Director shall designate, appoint, or remove agents or employees of Corporation. The Executive Director shall be an ad hoc member of all Standing Committees but shall not have Board voting rights. The Executive Director shall formulate policies and procedures to carry into effect the Mission of the Corporation and shall be the administrative head of Corporation with the responsibility for proposing programs and executing such programs as authorized by the Board. ARTICLE IV STANDING COMMITTEES 6 A. EXECUTIVE COMMITTEE Section 1: Purpose. Between meetings of the Board of Directors, the day-to-day affairs of the Corporation may be conducted by an Executive Committee. The Executive Committee shall consist of the President, Vice President, Clerk, and Treasurer. The Executive Committee may call upon any Standing Committee, as needed. a) Authorily. The Executive Committee shall have authority during the intervals between the meetings of the Board of Directors to implement all policies established by the Board of Directors. The Clerk shall keep a record of the proceedings of the Committee to be submitted to the Board before the Board's next meeting. b) Meetings. The President shall preside at the Executive Committee meetings which will be held on a regular basis or at the request of three (3) Executive Committee members, with seven(7) days' notice by any means of the committee meetings. Three (3) members of the Executive Committee shall constitute a quorum. B. DEVELOPMENT COMMITTEE Section 1. Purpose. The Development Committee oversees the fund raising programs and fiduciary oversight of the Corporation, supporting the Mission of the Corporation including theater productions, art exhibits, concerts, educational programs, fundraising, and social events, and may establish sub-groups for any such purpose. Section 2. Membership. The number of members of the Development Committee shall not be limited and shall include the Executive Director, as an ex-officio, non-voting member. The membership shall include Board members and volunteers on the basis of their financial support to the Corporation, attendance at programs and events, volunteer services to the Corporation including present or past service on the Board, community leadership, and other criteria established and approved by the Board of Directors. Section 3. Meetings. Meetings shall be scheduled by the Chair with notice by any means. C. GOVERNANCE COMMITTEE Section 1. Purpose. The Governance Committee shall promulgate rules and regulations , establishing standards for Directors to serve as Board members in the Corporation and all governance aspects of the Corporation, including but not limited to reviewing all aspects of the governance of the Corporation; making recommendations to the full Board of Directors concerning governance procedures; evaluating the Directors with regard to their service; supporting the Mission, vision, and values of the Corporation; recommending approval or removal of Directors to the Corporation; and reviewing and updating the by-laws of the Corporation. The Governance Committee shall also keep abreast of any local, state, and federal rules, regulations, or recommendations from time to time promulgated, including those by the 7 Attorney General of the Commonwealth of Massachusetts. Section 2. Membership. Committee on Governance shall consist of five (5)members from the Board of Directors. Section 3. Meetings. Meetings shall be scheduled by the Chair with notice by any means. Section 4. Annual Meeting Requirements. At each Annual Meeting the Governance Committee shall present for election a slate of officers and a slate of new Directors to be elected. Section 5. Grievance Function. The Governance Committee shall act and perform as the Corporations Grievance Committee. Any grievance or concern that a Director, employee, or member has concerning the governance of the Corporation shall be submitted to this Committee who shall then review the grievance or concern and forward a report to the Executive Committee for their recommendations. After review by the Executive Committee, the Executive Committee shall forward their recommendations to the full Board of Directors who shall then vote as to whether or not to adopt the recommendations of the Executive Committee. D. FINANCE COMMITTEE Section 1. Purpose. The Finance Committee shall provide effective oversight of the Annual Budget and to maintain financial integrity. It shall approve the investment of funds received by the Corporation. The Finance Committee is also responsible for the monitoring and communicating to the Board about the Corporation's overall financial health. The Finance Committee is tasked with the following responsibilities: a. Working with staff to develop an annual operating budget. b. Setting long-term financial planning goals for the organization. c. Ensuring adherence to the budget and achievement of adopted goals by monitoring and reporting on the organization's financial activity. d. Creating internal controls and accounting policies. e. Develop useful and readable formats for financial reports and presenting these reports to the full Board. f. Review the insurance policies and coverage to insure that its assets are fully protected. g. Approve the investment of endowment funds received by the Corporation. h. Administer the audit of the corporation and receive and review any and all audit reports concerning the finances of the Corporation i. Review and approve the filing of the corporate tax returns . Section 2. Membership. The Finance Committee shall consist of up to five (5) members, including the President. The Treasurer shall serve as Chair of the Finance Committee. The Executive Director shall serve as an ex-officio nonvoting member. Members of the Committee 8 shall include persons with appropriate financial experience and knowledge. All members shall be members of the Board of Directors. Section 3. Meetings. Meetings shall be scheduled by the Chair with notice by any means. E. FACILITIES' COMMITTEE Section 1. Purpose. The Facilities Committee is responsible for providing oversight regarding the usage and condition of the physical plant of the Corporation. The Committee shall make recommendations to the Board with regard to the maintenance, repair, replacement, construction, or expansion of the Center buildings, major equipment, and facilities, and shall work in conjunction with the Executive Director. This includes the preparation of budgets and schedules of improvements, both capital and maintenance. The Committee will anticipate the space and the facility needs and how best to provide for them within the Center's existing buildings or in new buildings. The Committee will also advise the Board on issues related to the purchase or lease of properties. The Executive Director shall serve as an ex-officio non-voting member and shall have responsibility for the administration and managing day-to-day operations of the buildings and grounds. The Committee may, with the approval of the Board of Directors, retain outside experts who may assist the Committee with specific needs. Section 2. Membership. The Facilities Committee shall consist of at least five (5) members and will be tasked to work with the Executive Director concerning all matters pertaining to the proper provisions and maintenance of buildings, major equipment, and other physical properties and facilities for the Corporation. The Chair shall be a member of the Board of Directors. Members of the Committee shall be persons, where possible, with appropriate background in building construction and management, construction law, contract administration, or real estate. Section 3. Meetings. Meetings shall be scheduled by the Chair with notice by any means. F. GENERAL PROVISIONS FOR STANDING COMMITTEES Section 1. The Chair of all standing committees shall be a Director. Some committees may include members who are not members of the Board of Directors of the Corporation but who also shall have a vote at committee meetings provided, however, that those members are in compliance with the provisions of Article XVIII, Conflict of Interest. All standing committees and all ad hoc committees, when in session, shall provide reports at the regular meetings of the Board of Directors. Section 2. Chairs of the standing committees as described in this article shall be appointed by the Board of Directors. Section 3. Members of committees will be appointed in compliance with the rules and regulations as adopted from time to time by the Corporation. 9 Section 4. Each committee Chair shall be responsible to maintain and keep minutes of his/her committee meetings. Minutes shall be submitted to the President and Executive Committee for circulation to the Board of Directors. ARTICLE V LIABILITY Section 1. Corporate and/or Personal Liability. No Directors, Officer, or employee of the Corporation shall be liable personally for any debt, liability, or obligation of the Corporation by virtue of that capacity. Any entity extending credit to, contracting with, or having any claim against the Corporation may look only to the funds and assets of the Corporation for the payment of any money that becomes due or payable to it from the Corporation. Notwithstanding the above, no Directors (or employee) shall be exempt from liability for any breach of the Directors' or employees' duty of loyalty to the Corporation, or for any act or omission not in good faith or which involves intentional misconduct, or for any transaction from which the Directors or employee derived improper ain. No amendment to or repeal of this provision shall apply t r g P P PPY 00 have any effect on the liability or alleged liability of any Directors or employee for or with respect to any act or omission of such Directors or employee occurring prior to such amendment or repeal. ARTICLE VI INDEMNIFICATION Section 1. Indemnification. Every person who is or shall become or has been a Director, Officer, employee, or other agent of the Corporation shall be indemnified by the Corporation against all liability, costs, and expenses reasonably incurred by him/her in connection with or arising out of any claim, action, suit, or proceeding of whatsoever nature, civil or criminal, before any court,tribunal, administrative, or legislative body, or agency as more fully defined in the "Articles of Organization" of the Corporation, or any amendments thereto; except in relation to any action, suit, or proceeding in which he/she is finally adjudicated to have acted in bad faith and to have been liable for reason of willful misconduct, willful negligence, or criminal intent in the performance of his or her duty. ARTICLE VII DUTIES AND OBLIGATIONS Section 1. Directors and Officer Duties and Obligations. Directors or Officers of the Corporation shall perform his/her duties including, in the case of Directors, his/her duties as a member of a committee of the Board upon which he/she may serve in good faith and in a manner he/she reasonably believes to be in the best interests of the Corporation, and with such care as an ordinarily prudent person in a like position with respect to a similar Corporation organized under this the laws of the Commonwealth of Massachusetts would use under similar circumstances. In performing his/her duties, Directors or Officers shall be entitled to rely on information, opinions, reports, or records, including financial statements, books of account, and other financial records, 10 in each case presented by or prepared by or under the supervision of 1) one or more Officers or employees of the Corporation whom the Directors or Officer reasonably believes to be reliable and competent in the matters presented or 2) counsel, public accountants, or other persons as to matters which the Directors or Officer reasonably believes to be within such person's professional or expert competence or 3) in the case of Directors, a duly constituted committee of the board upon which he/she does not serve, as to matters within its delegated authority, which committee the Directors reasonably believes to merit confidence; but he/she shall not be considered to be acting in good faith if he/she has knowledge concerning the matter in question that would cause such reliance to be unwarranted. A Director or Officer of the Corporation shall not be liable for the performance of his/her duties if he/she acts in compliance with this section. ARTICLE XI ENDOWMENTS AND GIFTS OF PROPERTY Section 1. Endowment Funds/Gifts. In addition to the receipt of restricted funds, the Corporation may also receive from time to time real property or personal property by gift, devise, bequest, or otherwise for the general purposes of the Corporation. Property received in the foregoing manner may, by a majority vote of the Board of Directors present and voting, be contributed to the "Endowment Fund of the Cotuit Center for the Arts". The fund shall be managed by the Finance Committee or its designee. It shall be the duty of the Treasurer to make disposition of the net income from the Endowment Fund in accordance with the directives voted by the Board of Directors on an annual basis. The investment of the Endowment Fund shall be made by the designated financial advisor with direction by the Treasurer of the Corporation and with the approval of the Finance. Excess operating funds may be added to the Endowment Fund by a majority vote of the Corporation Board of Directors present and voting. Any portion of the unrestricted funds of the Endowment Fund may be borrowed only by a two-thirds vote of the Directors present and voting. Such votes may only be taken at a duly noticed meeting of the Board of Directors, which notice shall include notice of the subject matter of the vote. Such notice shall be given no less than seven (7) days prior to such meeting. Section 2. Restricted Funds. If funds other than those expressly intended for endowment purposes are received for restricted purposes, and the Corporation Board of Directors accepts such funds, the Board of Directors shall provide that the Finance Committee or its designee shall manage the funds and the Finance Committee shall ensure that the restricted purposes of the funds so received are carried out. If a trust benefiting the Corporation is established by someone during his or her lifetime,the Corporation Board of Directors may provide for the execution of the trust agreement by Officers of the Corporation duly authorized to act,provided that such trust agreement is in form satisfactory to the Board of Directors, whereupon such funds shall be transferred to the Directors to carry out the purposes of such trust. ARTICLE X 11 FISCAL YEAR The fiscal year of the Corporation shall be the Calendar Year. ARTICLE XI SEAL The seal of the Corporation shall be a circle inscribed "Cotuit Center for the Arts, Inc.". ARTICLE XII AMENDMENTS TO BY-LAWS These By-laws may be amended, altered, or repealed by the Corporation Board of Directors at any annual, regular, or special meeting by a 67% affirmative vote of those present and voting by any means,provided that such notice of such alteration, amendment or repeal is given to each Directors at least seven(7) days prior to the said meeting. ARTICLE XIII RULES AND REGULATIONS The Corporation Board of Directors shall_ have the right to implement and promulgate any and all rules, regulations, and procedures in order to implement and promulgate the manner in which these by-laws are to be utilized and/or to implement any rules, regulations, and procedures to enhance and promote the governance of the Corporation. Any and all rules, regulations, and procedures shall be adopted or deleted by a majority vote of those present and voting by any means. ARTICLE XIV PROXY VOTING Any Directors of the Corporation may have any other Directors of the Corporation be his/her proxy at any meeting of the Corporation Board of Directors. In order for a proxy vote to be valid at a Board of Directors meeting, the attending Directors may request the proxy either electronically or by signed hand copy from the non-attending Directors. The attending Directors will hold the proxy for the Board meeting in question. The non-attending Directors will notify the President and Clerk via electronic notice on the Corporation's website or the Corporation's social media forums of the name of the proxy holder Directors. The name(s) of said proxy holder Directors will be kept with the official minutes of the meeting. ARTICLE XV 12 DISSOLUTION Upon dissolution of the Corporation,the Board shall, after paying or making provision for the payment of all liabilities of the Corporation, dispose of all of the assets of the Corporation exclusively for the purposes of the Corporation in such manner or to such organization or organizations as are operated exclusively for artistic or educational purpose and shall at the time qualify as an exempt organization or organizations under Chapter 501 C (3) of the Internal Revenue Code of 1954 (or the corresponding provision of any future United States Internal Revenue law) as the Directors shall determine. The Supreme Judicial Court of the Commonwealth of Massachusetts shall dispose any of such assets not so disposed of for such purposes or such organization or organizations, that are organized and operated exclusively for such purposes as said court shall determine. ARTICLE XVI TAX EXEMPT STATUS No part of the assets of the Corporation and no part of any net earnings of the Corporation shall be divided among, or inure to the benefit of, any Officer or Directors of the Corporation or any private person or be appropriated for any purposes other than the purposes of the Corporation; and no substantial part of the activities of the Corporation shall be the carrying on of propaganda, or otherwise attempting to influence legislation; and the Corporation shall not participate in, or intervene in (including the publishing or distribution of statements) any political campaign on behalf of or in opposition to any candidate for public office. It is intended that the Corporation shall be entitled to exemption from Federal income tax under Section 501 C (3) of the Internal Revenue Code and shall not be a private foundation under Section 509 (a) of the Internal Revenue Code. ARTICLE XVII PROCEDURAL REQUIREMENTS All meetings concerning the Corporation on every level shall be ruled and governed by Roberts Rules of Parliamentary Procedure. All notices required by these By-laws shall be made by any means. ARTICLE XVIII CONFLICT OF INTEREST Section 1. Definition of"Conflict of Interest". A Corporation Director, Officer, or Employee shall be considered to have a conflict of interest if(a) such person has existing or potential financial or other interests which impair or might reasonably appear to impair such person's independent, unbiased judgment in the discharge of his/her responsibilities to the Corporation or(b) such person is aware that a member of his/her family (which for purposes of this paragraph shall be a spouse/partner,parent, sibling, child, and any other relative if the last named resides in the same household as such person) is an officer, director, employee, member, partner, or controlling stockholder and has such existing or potential financial or other interests. 13 All Directors, Officers and Employees shall disclose to the Board annually any possible conflict of interest. In addition, each such person shall have the obligation to disclose any change in status. No Director, Officer, or Employee shall vote on any matter under consideration at Board or committee meetings in which such person has a conflict of interest. Any Director, Officer, or Employee who is uncertain whether he/she has a conflict of interest in any matter should request the Board or Committee to determine whether a conflict of interest exists, and the Board or Committee shall resolve the question by majority vote of all members of the Board or Committee other than the Directors with the possible conflict of interest. As long as the Directors, Officers, and Employees, make a full and frank disclosure of such person's intent to the Board, and the Directors do not vote on nor use personal influence in the discussion or deliberation with respect to the interest, nothing herein shall prevent the Board from doing business with the Directors or the family member of the Directors. Section 2. Purpose. The purpose of this conflict-of-interest policy is to prevent the institutional or personal interests of COTUIT CENTER FOR THE ARTS Board Members, Officers, and Employees from interfering with the performance of their duties to COTUIT CENTER FOR THE ARTS, and to ensure that there is no personal,professional, or political gain at the expense of COTUIT CENTER FOR THE ARTS. This policy is not designed to eliminate relationships and activities that may create a duality of interest, but to require the disclosure of any conflicts of interest and the recusal of any interested party in a decision relating thereto. Section 3. When Conflict Exists. A conflict of interest may exist when the interests or potential interests of any Director, Officer, and Employee, or that person's close relative, or any individual, group, or organization to which the person associated with COTUIT CENTER FOR THE ARTS has allegiance, may be seen as competing with the interests of COTUIT CENTER FOR THE ARTS, or may impair such person's independence or loyalty to COTUIT CENTER FOR THE ARTS. A conflict of interest is defined as an interest that might affect, or might reasonably appear to affect, the judgment or conduct of any Director, Officer, or Employee in a manner that is adverse to the interests of COTUIT CENTER FOR THE ARTS. Section 4. Board Conflicts. In the event any Director has a conflict of interest which might properly limit such Director's fair and impartial participation in Board deliberations or decisions, such director shall inform the Board as to the circumstances of such conflict. If those circumstances require the nonparticipation of the affected Director, the Board may nonetheless request from the Director any appropriate non-confidential information which might inform its decisions. "Conflict of interest," as referred to herein, shall include, but shall not be limited to, any transaction by or with the Corporation in which a Director has a direct or indirect personal interest, or any transaction in which a Director is unable to exercise impartial judgment or otherwise act in the best interests of the Corporation. No Director shall cast a vote, nor take part in the final deliberation in any matter in which he or she, members of his or her immediate family or any organization to which such Director has allegiance, has a personal interest that may be seen as competing with the interest of the Corporation. Any Director who believes he or she may have such a conflict-of-interest shall so notify the Board prior to deliberation on the matter in question, and the Board shall make the final determination as to whether any Director has a conflict-of-interest in any matter. The 14 minutes of the Board meeting shall reflect disclosure of any conflict-of-interest and the recusal of the interested Director. Section 5. Examples. A conflict of interest may exist if a Director, Officer, or Employee, or close relative: • Has a business or financial interest in any third party dealing with COTUIT CENTER FOR THE ARTS. This does not include ownership interest of less than 5 percent of outstanding securities of public corporations. • Holds office, serves on a board, participates in management, or is employed by any third party dealing with COTUIT CENTER FOR THE ARTS, other than direct funders to COTUIT CENTER FOR THE ARTS. • Derives remuneration or other financial gain from a transaction involving COTUIT CENTER FOR THE ARTS (other than salary reported on a W-2, W-9, or Form 1099 salary and benefits expressly authorized by the board). • Receives gifts from any third party on the basis of his or her position with COTUIT CENTER FOR THE ARTS (other than occasional gifts valued at no more than $100.00, or if valued at more than $100.00, the gift is made available in a team space or common area for others to share e.g., fruit baskets, boxes of candy). All other gifts should be returned to the donor with the explanation that COTUIT CENTER FOR THE ARTS policy does not permit the acceptance of gifts.No personal gift of money should ever be accepted. • Engages in any outside employment or other activity that will materially encroach on such person's obligations to COTUIT CENTER FOR THE ARTS; compete with COTUIT CENTER FOR THE ARTS activities; involve any use of COTUIT CENTER FOR THE ARTS equipment, supplies, or facilities; or imply COTUIT CENTER FOR THE ARTS sponsorship or support of the outside employment or activity Section 6. Use of Information. Directors, Officers, and Employees shall not use information received from participation in COTUIT CENTER FOR THE ARTS affairs, whether expressly denominated as confidential or not, for personal gain or to the detriment of COTUIT CENTER FOR THE ARTS. Section 7. Disclosure and Recusal. Whenever any Director has a conflict of interest or a perceived conflict of interest with COTUIT CENTER FOR THE ARTS, he or she shall notify the Board Chair of such conflict in writing. Whenever any staff member(paid or volunteer) has a conflict of interest or a perceived conflict of interest with COTUIT CENTER FOR THE ARTS, he or she shall notify the Chief Executive of such conflict in writing. When any conflict of interest is relevant to a matter that comes under consideration or requires action by the Board, or a Board Committee,the interested person shall call it to the attention of the Board Chair and shall not be present during board or committee discussion or decision on the matter. However,that person shall provide the Board or applicable Committee with any and all relevant information on the particular matter. 15 The minutes of the meeting of the Board or its Committee shall reflect that the conflict of interest was disclosed,that the interested person was not present during discussion or decision on the matter, and did not vote. Section 8. Dissemination. A copy of this conflict-of-interest policy shall be furnished to each Director, Officer, and staff member who is presently serving this Organization or who may become associated with it. Section 9. Certification. The policy and its application shall be reviewed annually for the information and guidance of Directors, Officers, and Employees, each of whom has a continuing responsibility to scrutinize their transactions and outside business interests and relationships for potential conflicts of interest, and make such disclosures as described in this policy. As administered by the Chief Executive, each Director will be asked to complete a certification of agreement with the policy and disclosure of any known conflicts of interest upon his or her election or re-election to the Board and annually thereafter. As administered by the Employee in charge of human resources, each senior Employee will be asked to complete such a certification upon his or her employment and on an annual basis thereafter. All certifications shall be reviewed by the Board as appropriate. 16 SCHEDULE A CONFLICT OF INTEREST STATEMENT Please initial in the space at the end of Item A or complete Item B, whichever is appropriate; complete the balance of the form; sign and date the statement; and return it to the Board Chair. A. I am not aware of any relationship or interest or situation involving my family or myself that might result in, or give the appearance of being, a conflict of interest between such family member or me on one hand and COTUIT CENTER FOR THE ARTS on the other. Initials: B. The following are relationships, interests, or situations involving me or a member of my family that I consider might result in or appear to be an actual, apparent, or potential conflict of interest between such family members or myself on one hand and COTUIT CENTER FOR THE ARTS on the other. Initials: Corporate (either nonprofit or for-profit) directorships, positions, and employment: Memberships in the following organizations: Contracts, business activities, and investments with or in the following organizations: Other relationships and activities: My primary business or occupation at this time: I have read and understand COTUIT CENTER FOR THE ARTS Conflict-of-Interest Policy and agree to be bound by it. I will promptly inform the board chair of COTUIT CENTER FOR THE ARTS of any material change that develops in the information contained in the foregoing statement. Name Signature Date Name (for CCFTA) Signature Date 17 Michael Princi From: Christine Ernst <christineernstwriter@gmail.com> Sent: Monday,April 22, 2019 10:04 AM To: Michael Princi Cc: Joe Longo; Kathie Nutting Subject: Re: Update The arts are essential. Our mission is to be a welcoming hub for Cape Cod's artists, performers, students, and audiences, working together to make the creation and experience of art accessible, nurturing, and thrilling to all. On Mon, Apr 22, 2019 at 8:53 AM Michael Princi<mprincikMnnandwynn.com>wrote: In our mission statement, I know we have language concerning our educational focus and commitment. Could you locate and send over. David appear to be having a good time in the warm weather and.I don't want to trouble him. I have deleted him for the email thread. Michael Email is covered by the Electronic Communications Privacy Act, 18 U.S.C.§§2510-2521 and is legally privileged. THE INFORMATION CONTAINED IN THIS EMAIL IS INFORMATION PROTECTED BY ATTORNEY/CLIENT AND/OR ATTORNEY/WORK PRODUCT PRIVILEGES.IT IS INTENDED SOLELY FOR THE USE AND VIEW OF THE ADDRESSEE AND THE PRIVILEGES ARE NOT WAIVED BY VIRTUE OF THIS HAVING BEEN SENT BY EMAIL.IF THE PERSON ACTUALLY RECEIVING THIS TRANSMISSION OR ANY OTHER READER OF THESE DOCUMENTS IS NOT THE NAMED RECIPIENT OR THE EMPLOYEE OR THE AGENT OF THE RECIPIENT AUTHORIZED TO READ THESE DOCUMENTS,BE ADVISED THAT,ANY USE,DISSEMINATION,DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU ARE NOT THE INTENDED RECIPIENT AND YOU HAVE RECEIVED THIS EMAIL IN ERROR,PLEASE REPLY TO ME OR NOTIFY ME IMMEDIATELY BY TELEPHONE AT 508-775-3665 AND DESTROY OR DELETE THIS COMMUNICATION AND RELATED DOCUMENTS. THANK YOU. Michael J.Princi 300 Barnstable Road Hyannis.Massachusetts 508-775-3665,Ex.235 508-775-1244 Fax mprinci(cD wynnandwyn n.com WYNN&WYNN, P.C.,WILL NEVER CHANGE ITS WIRING INSTRUCTIONS AFTER THEY HAVE BEEN PROVIDED TO YOU. ALWAYS CALL ME TO VERBALLY CONFIRM OUR WIRING INFORMATION PRIOR TO INITIATING A WIRE TO OUR OFFICE. WE WILL ALWAYS CALL YOU TO VERIFY WIRING INFORMATION BEFORE WE INITIATE A WIRE TO YOU. PLEASE DO NOT SEND SOCIAL SECURITY, BANK ACCOUNT, OR 1 Usage for the New Ceramics Center at Cotuit Center for the Arts The new ceramics center at Cotuit Center for the Arts will be an educational facility dedicated to the teaching and practice of sculpture and pottery. It will primarily serve the local community but will look to be a center of excellence that attracts visitors from elsewhere on the Cape and beyond. Listed below are the activities that will take place within the center: • The teaching and production of clay sculpture, both figurative and abstract • The teaching and production of pottery, both wheel-thrown and hand built • The firing of clay works • Glazing • Mold making • Casting • The display of student work Usage by room The table below lists the main activities that will occur in each room: Room Activity Pottery Studio ("Wheels" The teaching and production of pottery, both wheel-thrown and hand on the plan) built Sculpture Studio The teaching and production of clay sculpture, both figurative and ("Studio"on the plan) abstract. Figurative sculpture will include the use of reference pieces and models Glaze room The glazing of pottery and sculpture Plaster room The molding of finished clay pieces and their subsequent casting. Materials used will include plaster,silicone, resins and epoxy putties Kiln room The drying and firing of finished clay pieces and their subsequent glaze firing Lobby Used for the administration of the center and the display of student works What will a typical week at the-center like? It is intended to hold classes,workshops and open studio sessions at the center throughout the week, including the weekend. Classes typically run from between six and ten weeks for a three-hour period on a specific day each week. They will run between 9am and 9pm to enable as diverse a cross section of the community as possible to attend i.e. both those who are at home during the day and those who work. Workshops will typically run from one to five days within a week and are a concentrated period of study. Open studio sessions are for those artists who wish to work independently in the studios during periods when teaching is not taking place. i The table below shows a typical week at the center and projected attendees. Projections are based on expected averages, but+/-variations of 25%can be expected. Staff and instructors would be additional personnel on site(typically three people when both classrooms are being used for teaching). Morning Room Monday Tuesday Wednesday Thursday Friday Saturday Sunday Sculpture Introduction Open Studio Introduction Open Sculpting Sculpting Sculpting Studio to Portrait (6) to Figure Studio(6) with a from from Sculpture(8) Sculpture(8) Slab Photos Photos Roller(8) Workshop Workshop (10) (10) Pottery Beginner Introductory Introductory Sgraffito Open Toby Jug Toby Jug Studio Hand Wheel Hand (8) Studio(6) Workshop Workshop Building(8) Throwing Building(8) (10) (10) (10) Total 16 16 16 14 14 20 20 Afternoon Room Monday Tuesday Wednesday Thursday Friday Saturday Sunday Sculpture Advanced Open Advanced Open Studio Open Sculpting Sculpting Studio portrait Studio(6) Figure (6) Studio(6) from from sculpture Sculpture(8) Photos Photos (8) Workshop Workshop (10) (10) Pottery Advanced Open Advanced Introduction Open Toby Jug Toby Jug Studio Hand Studio(6) Hand to Glazing(8) Studio(6) Workshop Workshop Building(8) Building(8) (10) (10) Total 16 12 16 14 12 20 20 Evening Room Monday Tuesday Wednesday Thursday Friday Saturday Sunday Sculpture Open Open Sculpting Introduction Open Closed Closed Studio Studio(6) Studio(6) Hands and to abstract Studio(6) Feet(8) sculpture (8) Pottery Open Advanced Open Studio Open Studio Open Closed Closed Studio Studio(6) Wheel (6) (6) Studio(6) Throwing (10) Total 12 16 14 14 12 - - j CLASSES STUDENTS j INCOME i per offere cancell % inc/dec class incr over %over avg year d ed cancel ran total LY %over LY; avg CCftA gross j LY LY tuition CC1TA net 2013 r �x%gamd1 &Yks `' iv, 5Frr�.t e •�-� 409, WOW 2014 2015 ifi-m j 2016 2017 lllzbffk 2019 250 141 5% 2361 2124 477 30%1 9.001 $221,6501 $51,150 30.00% $1041 $88,660;projected r tfY V WYNN &WYNN- April 8, 2019 ATTORNEYS James H.Barrett,Jr.* John D.Bowen* Brian Florence, Building Commissioner Robert F.Mills _ Shannon Nealon* Town of Barnstable = John J.O'Day,Jr. 200 Main StreetZZE Kevin J.O'Malley Raymond C.Pelote* Hyannis, MA 02601 Thomas E.Pontes _ ..�. Michael J.Princi Rebecca C.Richardson Re: Cotuit Center for the Arts n William Rosa* Pottery Studio/Former Gas Station. a r= Dina M.Swanson Pans F.Wynn 4418 Falmouth Road, Cotuit, MA - Thomas J.Wynn MuskaYousuf Dear Mr. Florence: NJ My firm represents the Cotuit Center for the Arts, Inc. who is currently before Of Counsel Site Plan on the use and occupancy of the property located at 4418 Falmouth Road, Gerald S.Garnick Cotuit(the former Citgo Gas Station). As you are aware, the Center will be utilizing- Hon.James F.Mccalen,II(Ret.) the property and building as a pottery studio."My client has- dedicated the use of the Keough&Sweeney William E.O'Keefe property solely for an arts/educational use as defined under M.G.L.A. Ch. 40A, §3. Edward F.O'Brien,Jr. The property is owned by a non-profit corporation duly qualified under the Internal Revenue Code as a 501(C)(3) entity. Admitted: *Massachusetts and Rhode Island My client understands that the use of the building for educational purposes is non-conforming to the present zoning and if the property is no longer used for that purpose they will not have the protection under M.G.L.A. Ch. 40A, §3. My client has provided you with extensive background of their arts and educational activity since their inception. The Cape Cod community is well aware of the extraordinary educational programs and events that occur at the Center. If approved by Site Plan, my client understands that the use will be for a pottery studio and classes. If that use changes they would be required to return to Site Plan and you for review. If you should have any questions please feel free to contact my office. Very truly yours', W ehael ci, sq. MJP:alu 300 Barnstable Road Hyannis,MA 02601 1(508)775-3665 1(800)899-3003 1(508)775-1244 1 wynnandwynn.com Town of Barnstable 1HE (°� � i 'T'-'# y P{�� ,S)T pOVEIOPMFNp�y. Planning&Development Department` e' Barnstable.Histofical Commission : ,STABIX _ 9 v MASS. 200 Main Street;Hyannis,Massachusetts 02601 '` ,. �At 1639• Aim Phone(508)862-4787 Fax(508)862-4784 erin.lopan@towh.bamstabl6.ma.us or BAR"5�4�: q Elizabeth Jenkins,Director COMMISSION MEMBERS: Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford . Cheryl Powell A0 . Frances Parks DECISION o c ---4 Summary: Demolition Dela Not Irrt osed Pursuant to Cha ter:112 Historic Pro-Mrties y— p. p Section 112-3 F rn 1�o Applicant/Property Owner: Cotuit Center for the Arts,Inc. Subject Property: 4418 Falmouth Road,Cotuit . Assessor's Map/Parcel: 024/021/000 Hearing Date: January 15,2019 Pursuant to the Barnstable Historical Commission receiving your notice of intent on December 17, 2018, a duly advertised and noticed public.hearing was held on January 15, 2019 to determine whether the significant structure identified as a single family structure on this property is a preferably preserved significant building,and whether demolition delay would be imposed for the partial demolition of this structure.on the parcel addressed as 4418 Falmouth Road,Cotuit. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that in accordance with Chapter 112F the partial demolition of.the single family structure is not a preferably preserved significant building. In accordance with Chapter 112-3 F,the Commission determined by a unanimous vote that the partial demolition of the single family dwelling would not be detrimental to the historical,,cultural or architectural heritage or resources of the Town. Further, it is agreed and understood that the front facade door will be single,paned top..Also the..front facade windows will be single paned picture windows with smaller square windows at the top. This decision applies only to the demolition described in the notice of intent submitted.on December 17,.2018. No future demolition shall be permitted without application and approval from the Barnstable Historical Commission. Nancy Clark;Chair Date cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk - 200 Main Street,Hyannis,MA 02601 (p)508-862-4787(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (p)508-862-4678(f)508-862-4782 8AR STABI. Town of Barnstable TOWN CLERK „►MSTAB,$ _ Planning & Development Department 05� Barnstable Historical Commis*019EC 27 9037 www.town.barnstable.ma.us/historicalcommission COMMISSION MEMBERS: Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks -A December 24, 2018 CAP ',..• y -err Re: Notice of Intent to Demolish Structure&Relocate 0. N 4418 Falmouth Road, Cotuit, Map 024, Parcel 021 . y Rogers & Marney, Inc: C/o Gary Souza PO Box 310 Osterville, MA 02655 Ann Quick, Town Clerk 367 Main Street, Hyannis,MA 02601 Brian Florence,.Building Commissioner 200 Main Street, Hyannis, MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical Commission will hold a public hearing on the partial demolition of the single family structure, on January 15, 2019 at 4:00pm, 367 Main Street,Hyannis, 2na Floor, Selectmen's Conference Room. This public hearing will be advertised, notices sent to abutters and a notice form will be posted on the building or other visible site on the property. Please contact Erin Logan at 508.862.4787 or erin.logan@town.bamstable.ma.us for processing information. Sincerely, 4 Marilyn Fifield; Clerk Barnstable Historical Commission Planning&Development Department,Elizabeth Jenkins-Director 200 Main Street,Hyannis,MA 02601 OANSTABLE Town of Barnstable JOWN CLERK . Planning & Development Department Bestvsrest$, Barnstable Historical Commissio " UIEC 27 A10 �37. www.town.Barnstable.ma.us/historicalco�nmission. COMMISSION MEMBERS: Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks Chapter 112 Historic Properties,.Section 1'12-3 D, DETERMINATION.of SIGNIFICANT BUILDING 4418 Falmouth Road, Cotuit, Map 024, Parcel 021 Pursuant to Intent to Demolish Structure The property, located at 4418 Falmouth Road,-: Cotuit, Map 024, Parcel 021, is associated with the broad architectural and cultural history of this area. . In accordance with Chapters 112-2 and 112-3 (D); Barnstable Historical Commission Chair has determined that this structure is a significant building. This determination applies only to the demolition described in the notice of intent submitted on December 17, 2018. Any future demolition shall require a new determination from the Barnstable Historical Commission. ; Planning&Development Department,Elizabeth Jenkins,Director Erin K.Logan,Administrative Assistant '200 Main Street,Hyannis,MA 02601,508.862.4787 F � o Town of Barnstable Building t rria -r� .,» ,..w.— rr .; ..� ;Y'i?"" �...-+�..«„�r+...% .�.. 7 —.. '...'...,..r •t..,».: d t tPost;This Card So That it is Uisi6le From,the Street Approved Plaris Must be Retained on'7ob grid this Card Must be Kept . °Posted Until Final.Inspection Has Been Mad rub" Where a rtificate of Occupancy is Required, m such Buildgshall Not be Occupied until:a Final`Inspection n has bee "made Permit Ce Permit No. B-18-70 Applicant Name: Approvals Date Issued: 01/08/2018 Current Use: Structure Permit Type: Building-Sign. Expiration Date: 07/08/2018 Foundation: Location: 4418 FALMOUTH ROAD/RTE 28,COTUIT Map/Lot: 024-021 Zoning District: RF Sheathing: Owner on Record: COTUIT CENTER FOR THE ARTS INC -'Contractor Name:`^, Framing: 1 Address: 4404 ROUTE 28 Contractor License ., 2 `. COTUIT, MA 02635 ' "' Est. Project Cost: $0.00 Chimney: Description: Reface/cover existing 30sq gas station sign a stem sig n for 12 Permit Fee: $75.00 g p. g � • _ x b Insulation: months. =Fee Paid:; $75.00 And.remove one un-permitted former gas station sign Date 1/8/2018 Final: 3 Temp Sign to display: Plumbing/Gas Cotuiit Center for the Arts x Rough Plumbing: Zoning Enforcement Officer +• "`�- - Final Plumbing: Project;Review Req: 5 i r Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz 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. Final Gas: All construction,alterations and changes of use of any building and structures sliall 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 Electrical work until the completion of the same. ie Service: The Certificate of Occupancy will not be issued until all applicable signtures.by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Y Rough: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection. 5.Prior to Covering Structural Members(Frame Inspection) - Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy - Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed.until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to-the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Y All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 6 )e Town of Barnstable Building Department Services Brian Florence, Building Commissioner BARNSTABLE 200 Main Street; Hyannis,MA 0260 ; www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Sign Permit Application Zoning District Permit # p � _ .. . Historic District Cl Location by `f 1/ Street address and village C//0 Applicant '`` Map & Parcel Telephone Number1 7y'.3k Og ' Email-6 P-,G6fI �f „ a v� Wall 0 Wall : Freestanding 0 Freestanding ED Electrified* ED Electrified. Dimensions Sign #1 . Dimensions Sign#2 Square feet Square feet Reface Existing,Sign New/Replace Sign Width of Building Face ft. X 10 + :X 10 *Lighting Type A wiring permit is required if sign is electrified. COTUIT CENTER _. FOR THE ARTS December.21, 2017:: To: Robin Anderson,Town of Barnstable From: David Kuehn Dear Robin; Per our conversation I will be covering the one existing sign on the former Low Low Low gas station property,4418 Falmouth Road in Cotuit.The second pre-existing sign has been removed as you can see from the attached photo. A picture of the new graphic is attached here for your reference.We will print this graphic on adhesive vinyl that will go directly onto the existing sign. I understand the permit for this sign will be temporary (12 months)at which time you will re-evaluate. Please feel free.to contact me with any questions or if you,need further information. Many thanks for your.support, David Kuehn, Executive Director. Cotuit Center for the Arts 774-368-0986 david@cotuitcenterforthearts.org P � ITO OWED Z 1. � y T. �4�� w��. yy�tl � N •✓. i ICITGO �►' � ES a I�}k r P �W,�a� O."Al Nr O COTUIT CENTER FOR THE ART S Cotuit Center for the Arts 12466 Town of Barnstable 12/21/2017 7000 Operating Expense:7100 Genera Permit for Signage 75.60 Cape Cod Five Checki Permit for Signage 75.00 Akay coo '� - . Quirk, Ann =��t/_ -GeS From: Michael Princi <mprinci@wynnandwynn.com> Sent: Friday, December 08, 2017 2:49 PM To: 'Kelly Jason';Quirk,Ann f� Cc: 'David Kuehn Subject: RE:4418 Route 28 (Falmouth Road) Cotuit :` . Ann, ,.. David Kuehn,our executive director will be in on Monday to fill out the form for the new Certificate of Compliance to be issued to David Kuehn, who will be the responsible party. He will have the$40fee for the change of name. Michael _ Email is covered by the Electronic Communications Privacy Act, 18 U.S.C.. §§ 2510-2521 and is legally privileged. THE INFORMATION CONTAINED IN THIS EMAIL IS INFORMATION PROTECTED BY ATTORNEY/CLIENT AND/OR ATTORNEY/WORK PRODUCT PRIVILEGES. IT IS INTENDED SOLELY FOR THE USE AND VIEW OF THE ADDRESSEE AND THE. PRIVILEGES ARE NOT WAIVED BY VIRTUE OF THIS HAVING BEEN SENT BY EMAIL. IF THE PERSON ACTUALLY RECEIVING THIS TRANSMISSION OR ANY OTHER READER OF THESE DOCUMENTS IS NOT THE NAMED RECIPIENT OR THE EMPLOYEE OR THE AGENT OF THE RECIPIENT AUTHORIZED TO READ THESE DOCUMENTS, BE ADVISED THAT,ANY USE, DISSEMINATION, DISTRIBUTION.OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU ARE'NOTTHE INTENDED RECIPIENT AND YOU HAVE RECEIVED THIS EMAIL IN ERROR,PLEASE REPLY TO ME OR NOTIFY ME IMMEDIATELY BY TELEPHONE AT u 508-775-3665 AND DESTROY OR DELETE THIS COMMUNICATION AND RELATED DOCUMENTS. THANK YOU. - ^ Michael J. Princi 300 Barnstable Road Hyannis, Massachusetts 508-775-3665, Ex. 235 ;r 508-775-1244 Fax mprinci@wynnandwynn.com WYNN &WYNN, P.C.,WILL NEVER CHANGE ITS WIRING INSTRUCTIONS AFTER THEY HAVE.BEEN PROVIDED TO YOU. ALWAYS CALL.ME TO VERBALLY CONFIRM OUR WIRING INFORMATION PRIOR TO INITIATING A WIRE TO OUR OFFICE. WE WILL ALWAYS CALL:YOU TO VERIFY WIRING INFORMATION BEFORE WE INITIATE.A WIRE TO YOU. PLEASE DO NOT SEND SOCIAL SECURITY, BANK ACCOUNT, OR CREDIT CARD INFORMATION/ACCOUNT NUMBERS, EITHER IN THE BODY OF AN EMAIL OR AS AN ATTACHMENT. PLEASE CALL US WITH,-OR FAX TO US USING A CONVENTIONAL, NOT DIGITAL, FAX MACHINE,WHEN THIS INFORMATION,IS NECESSARY. { -----Original Message----- From: Kelly.Jason[mailto:kiason@capecodlawyers.com] ,..,... _ r v , ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. 4 ATTORNEYS AT LAW r Edward J. Sweeney;Jr., Esq. - Charles J. Ardito, Esq. P.C. Michael B. Stusse, Esq. -------- Donna M. Robertson, Esq. r Charles M. Sabah, Esq. Matthew J. Dupuy;Esq. 4 . ,` M °T Of Counsel- Kelly S. Jason, Esq. Adam T. Dupuy, Esq. Scudder Es Noel C.M. q. - Alexa A. Mislitski, Esq. PLEASE REFER TO Mlan A. Morton, Esq. FILE NO.612222.02 December 8,2017. Ann Quirk,Town Clerk Town of Barnstable 367 Main Street T `" Hyannis,MA 02601 RE: 4418 Route 28, Cotuit,Barnstable,MA="Santuit Citgo" Dear Ms. Quirk: ; t I represent the former owner of the gas station located at 4418 Route 28 Cotuit: Enclosed is a copy of the deed by virtue of which the station was,conveyed to Cotuit Center for the Arts,Inc. Regan C. Jason is no longer the operator of this U.S.T:Facility. "Ver truly.yours, KELL J SON,ESQ. KSJ/amy , - Enclosure " Re C. Jaso �� By:Kelly S. Jason,Esq. Att in Fact a 25 Mid-Tech Drive,'Suite C,West Yarmouth, MA 02673 _ T: 508.775.3433 1 F: 508.790.4778 www.capecodlawyers.com ° :• 12-�-is1-2017, ial 11'0:3..5rA a QUITCLAIM DEED I,REGAN C.JASON Surviving Trustco of Santuit Trust,u/d/t dated May 1, 1992 and recorded with the Barnstable County Registry of Deeds at Book 8002,Page 136,°of Sagamore; MA 02561,for consideration in the amount of'L TREE HUNDRED TEN THOUSAND and i. C 001100THS($310,000.00)DOLLARS,hereby grant to COTUIT CENTER FOR THE ARTS, 1 i INC.,a Massachusetts Charitable Corporation duly'orgwilnd and existing in the 6 Commonwealth of Massachusetts with offices at 4404 Route 28,Cotuit,kk 02635,with!- � QUITCLAIM COVENANTS, The land,together with the building and improvements thereon situated in Batxistable(Cotuit),, [ Barnstable County,Massachusetts bounded and described as follows: a Beginning at the Southeast corner of the granted premises at a cement bound at land now or formerly of John Botellio and the Falmouth Road;thence ruining South 5719'25"West by said Falmouth Road, I i 86.38 feet to a cement bound at the land now or formerly of John H,Fish et ux,being Parcel"A"on plan hereinafter mentioned;thence running North 32 39"30'West by said parcel"A"132.22 feet to a cement bound;thence running North 5 32'42"'West still by said Parcel"A"220.62 Meet to a cement bound at land now or formerly of Mary Savinilli et al;thence running North 89 5l' 10"East by land of said Savinilli, 102.91 feet to a concrete bound at land of said Botellio;thence running South 1217'00"Bast by land of said Botellio,291.26 feet to the concrete bound at tho Falmouth Road,it being the point of P beginning, i Containing 35,500 square feet more or less. x Subject to and with the benefitof all rights;restrictions,reservations,easements,appurtenances and rights of way of record insofar as the same are.in force and applicable. For title see deed recorded at Barnstable Book 8002,Page 142.=See also deadi ccrti>;icate of Michael J. Tasha recorded at Barnstable Registry District of the Land Court at Document No,1,312,15 1. i' The premises conveyed herein is a;commercial and not residential therefore no rights.of Homestead exist I } therein. k PRO.PBRTYADDRES'S: 4418 Route 28;BaritslabM(COIWI),14M' MASSACNUSETTS STATE EXCISE TAX , BARNSTABLE COUNTY REGISTRY OF DEEDS Dittez 12-01-2017 0 ilt35am Ctloi 447 DOKv: 61307 a Fee' $1.060.20 Cans: $310000.00 BAWNSTABLE COUNTY EXCISE TM F MRNSTABLE: COUNTY REGISTRY OF DF.F:U" Dde,t 12-01•72017•0 11:35wo CLIO, 447 Dov_¢: 61307 Faci ';�')48,60 tons: !su 0 0iii).0Q Bk 30934 Pg268 #61307 Witness m hand and seal this•• : , Y •.L.-.day of cc - 2017. .., . I Santuit Trust Regan C.J son,'lTru COMMONWEALTH OF MASSACHUSETTS i G Barnstable,ss On this .. day of ,2017,before me,the undersigned notary public, personally appeared Regan C.Jason,Trustee of Santuit Trust,personally known to me to be the ` person who signed the preceding'document;who acknowledged to me that he signed it voluntarily for its stated purpose as Trustee of Santult Trust,and who swore or affirmed that the contents of this documents are truthful and accurate to the best of his knowledge and belief. Notary Public � � ( r t Commission tpiratio ; `"'I .� (�2 i Q KEf.I.Y S.JASON r NOTARY PUBLIC Commonweallh of Massachusetts My commission Ex ires 1` Febwary 19, 1 1 . . Y • • n e • r • fi. Bk 30934 Pg269 #61307 = TRUSTEE'S CEW11FICATE. SANTUIT TRUST The undersigned,being the Surviving Trustee of SANTUIT TRUST under a Declaration of Trust dated May 1, 1992 and recorded with the Barnstable County Registry of Deeds in Book 8002, " Page 136,(hereinafter called the"Trust"),hereby certify in accordance with the terms of said Trust. 1. That I am the surviving trustee of the Trust; 2. That said Trust as recorded aforesaid has not been amended or modified . ' - 3, That said Trust remains in effect and has never been terminated;and 4. That the Trustee has been duly directed by the beneficiaries,who are of full,and legal age, owning 100%of"the beneficial interest in and to the aforesaid Trust to convey the property $ located at 4418 Falmouth Road,Cotuit,MA.for consideration of$310,000.00 and that the � Trustee has the authority to execute such documents as the Trustee deems necessary in order to effectuate the above-described transaction Witness my hand and seal this : day of 04e, ;2017" ` u Santuit Trust; a Regan C. son,Tru e COMMONWEALTII OF MASSACHUSETTS Barnstable,ss ~ On this day of �,2017,before me,the undersigned notary public,personally' '. appeared Regan C.Jason,Trustee of the Santuit Trust,personally known to me to be tile-person i. who signed the preceding document,who acknowledged to me that he signed it voluntarily for its stated purpose as an authorized person of the Santuit Trust,and swore or affirmed that the 1 contents of this documents are truthful and accurate to the best of his knowledge and belief, f Fi Notary Public ommission Expiratio :.y l� let s. IpSo�eal NOTARY Puettd ° . Co_remonweallh of Masspa(chuseStt IIIl %fionnary 19n oZi�� 'BARNSTABLE REGISTRY OF DEEDS - John F.Meade,,gegiater BAXTER I I*l V [ tit'%R'r * ', .,-'V1 YtN0, .l BAXTER NYE ENGINEERING & C"' OTUIT CENTER FOR THE' ARTS _ A SURVEYING �,z�COTUIT •CENT,E.R. CERAMIC STUDIO 9 ,..• � Re istered Professional Engineers `e � � and Land Surveyors FOR T H E A`R T S „ 8 North Street - 3rd Floor -: -' Hyannis, Massachusetts 02601 at 4418 2 4 8 Falmouth Road Route 8 � `" Phone -�508) 771-7502 z - .,..... ,. ....'i ■ 0� '1"rHEW�� Fox 50 771-7622 ,.. ti Cotuit, Massachusetts ""p' W. www.boxter n Corn Barnstable Bldg. Dept. N EDDYcMt- Prepared For: No.431 Approved by: - .p �� CCFTA - Cotuit Center For The Arts isY� Permit#: — s 'io ti I - STAMP STAMP Ilk .- , ro / ., CONSULTANT. 111b<Y, 1q t � s ttFZ - r _< ......k.,'a+2 ih" SITEY�M ,. CONSULTANT : ..:,::.LOCUS, „ > u g$ .:,--.. ..�: ...:. :. ..:✓i. .. .. y,. .Ma .: .4F°i :•:�< t i 1 i uasflG�'{b3.z,�'' G`. •t'.:� ,'.:. a, , -,:-., p . e , PREPARED FOR: as.y; .� 'r.,.,a. ,.r.. z ...., � ....- . .. », u:.. ..,d ., -..y. ., ss... '.,, ..; •-' ,:. �„�:,: eu d tax E M, Cotuit Center ForThe Arts , � u 3 4404 Falmouth Road Cotuit,MA 02635 h ...: , -.:::.. ,.. ,- ., .- ':',,.. ,: r7, ... �..,.. r, ...� `,:°a'• .. ... ... ..,.:. r - ., ,. 'i a S. >t :.. PROJECT TITLE � •,, Ceramic Studio » ,. x Locus Map Scale 1 = 1,000 � " � 4418 Falmouth u Road Iy Cotuit, MA 02635 1 � r Plan Sheet Index. R z No. Drawing Title k' ,.- a Cover Sheet „ o C 1.0 Legend and General Notes ,,x x C 2.0 Existing Condition Plan C 3.0 Layout Plan � template C 3.1 Turning Plan 9 . b cG m . a C 3.2 Landscape Plan /^a ,�' �. �;« v ,DFATE I DESCRIPTION C 4.0 Grading and Drainage Plan „ i SHEET TITLE c C 4.1 Grading and Drainage Notes , ' C 4.2 Stormwater Details 'pP� COVER SHEET , C 5.0 Utility Plan P C 5.1 Septic System Profile&Details w v, �O SHEET NO C 6.0 Details F C0.0 C 6.1 Details o .,,\ ,.. ,`r DATE:MARCH 21, 2019 a 8 30 0 30 60 — S Locus Plan Scale 1 C A L E:NO SCALE — 30 FOR PERMIT ONLY-NOT FOR CONSTRUCTION 11DRAWN 9Y: W CHECKED BY: E1wE SCALE IN FEET JOB NO; 2019-005 FILE: 2019—COVE o (r LEGEND ^B ^^ GENERAL CONSTRUCTION NOTES SAL •(ALL REFERENCES TO"CONTRACTOR•SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) ( 's_(=L( �; Spx; .�, .V ' EBAXTER NYE XIST PROP(BLACK TEXT REPRESENTS'PROPOSED"INfOR11APON) EMT PPAP(BUIX lE%i REPRESENTS'PROPOSED-INFORMATION) ABAN ABANDON WORK 6: 31.THE CONTRACTOR SHALL RESET ALL MONUMENTAPON DISTURBED DURING CONSTRUCTION. PROPERTY UNE ""'^"^"^ DRAINAGE UNE ADJ ADU T SPECIFICATIONS FOR�HIGHWA AND BRDGESSHALL BE IN C(MASSpOTORDANCE WSSHBITH),AS OCURT. RENTILYY AMEN ED,UNLESSD BAIT,AOP�DOIONALURE�HAT THE TO THE MO LAMENTHE TIONOIS RESET TO ITS ORI PROVIDE AL LOCATION MONUMEMS AP PRO, APPROXIMATE OTHERWISE NOTED.ANDAR THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT DOCUMENTS, MONUMENTS,BUT ARE NOT LIMITED STAKES.CONCRETE TOWN BOUNDSMGRANITEWBOUNDSNDDS. STONE WALLS WITH UM DRILL BAXTER NYE PROJECT LIMIT UNE -��- m OVERFLOW DRAIN THE HIGHER STANDARD SHALL APPLY. HOLES. ""-. "' RIGHT-OF-WAY/PROPERTY'UNE '?''D '- -RD- ROOF DRAIN BD RIM NOUS BERM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS,AS ENGINEERING Be BNYNWS CURB CURRENTLY AMENDED,.WHICH ARE APPUGBLE TO THIS PROJECT. ALL WORK SHALL FURTHER CONFORM -' - - -"-"- EASEMENT - : - -S - SEWER UNE ILOC BOTTOM 6 CURB TO SPECIFIC REQUIREMENTS.SPECIFICATIONS,OROINANCES AND INTERPRETATIONS OF LOCAL AUTHORITIES SURVEYING BUILDING SETBACK CH'W- -Oh- OVERHEAD ELECTRIC,TELEPHONE&FIRE ALARM HAVING JURISDIRTO OVER THE PROJECT. DETERMINATION E ARPUCABLE CODES AND STANDARDS AND EXCAVATION SAFETY RES BOTTOM OF SLOPE OF THE AUTHORITIES HAVING JURISDICTION,SHALL BE THE RSPONSIBILTY OF EACH CONTRACTOR,AS STATE HIGHWAY BASELINE """"•' "' -• WATER UNE - _ SHALL BE THE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO ' 1O1OD UMW -FP- -FP- ROW BOTTOM 7 WALL THE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. ALL EXCAVATION MUST FOLLOW OSHA,MASSACHUSErFS AND LOCAL REGULATIONS FOR SAFETY. ALL BASEINE FIRE PROTECTION UNE OC CONCRETE MN, TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT FROM THE LOCAL A WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN TOWN OR CITY PRIOR TO ANY EXCAVATION. -'---- CONSIRUCPON LAYOUT """'+ """ -G - GAS UNE 0CE CAPE COD BERM ACCORDANCE CORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER ORNOT THE Registered Professional Engineers •""•""""*" �•� ZONING UNE """'C "' -E - Cff FS C09& TOIE EDGING DETAIL NUMBER IS SPECIFICALLY REFERENCED. d2 UNDERGROUND ELECTRIC,DATA/COYYUMCAPONS ONES and Land Surveyors . DRAWINGS STATEMENT: -- TOW!UNE ECe EROSION CONTROL BWIXEi CONSTRUCTION WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, D HERETO. T - UNDERGROUND DATA&Cg1WNICATION LIVES CONSTRUCTOR INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. SUCH 78 North Street - 3rd Floor ---- STATE UNE - p FA- FIRE ALARM ELLS ELEVATION STANDARDS ARE MADE A PAR OF THE PROJECT DOCUMENTS BY REFERENCE. THE CONTRACTOR WILL PREPARE AS-BUILT DRAWINGS.STAMPED LE AMA LICENSED AND BELIEF, T Hyannis, Massachusetts 02601 '� E105T EXISTING ENGINEER(PE)WORK ISH IN GENERAL L THE BEST OF THEIR KNOWLEDGE,JUDGEMENT AND BELIEF,THE __'____ -tAP- -TV- FIRE&POUCE CABLE 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTUM ESTIMATES AND VERIFYING,LS,INC UD HIS OWN CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE PUNS.' n e4 ------- GRAVEL ROAD EO. EOLK - SATISFACTION,THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION MATERIALS,LED WDING CUT& Phone (SOB) 777-7502 ' FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ON INFORMATION CONTAINED WITHIN THESE 'Ero Ea -L.V-- -arv- Fax - (508).771-7622 - -- FD(Y IX PAVEMENT � CABLE N fT1N FOUNDATION PLANS. - NJ BC BITUMINOUS CURB RB- ®� CATCH BASIN(SQUARE OR ROUND CATCH BASIN FINISHEDFF FLOOR DEVAPON 3.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,THE LOCATION, A.3 ) www.buxter-nye.com CAPE COD BERM - IIYOCB CB GRADE BREAK ELEVATION AND SIZE OF THE I1TIUtt SHALL BE ACCURATELY DETERMINED WITHOUT DELAY H THE INSPEC 1 IONS/T ESTING: DOUBLE CATCH BASIN � GRANITE ORB CONTRACTOR,AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. S.� Ptt PRECAST GONG.CURB "s- ORAN INLET 4.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES FOR 1.CONTRACTOR IS RESPONSIBLE TO COORDINATE'NTH THE ENGINEER ON ALL NECESSARY INSPECTIONS. - Q GRANITE SOME W, VERT GRAN CURB , ®uMN OBTAINING CONSTRUCTION PERMITS(I AND PERFORMING ALL NEW CONSTRUCTION,RELOCATION,ALTERATION AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 7W0(2)BUSINESS DAYS AHEAD OF REQUIRED DRAW MANHOLE HC HANDICAP ADJUSTMENT SEE GAS.ELECTRIC(INCLUDING HER POLES).TELEPHONE,CABLE,FIRE ALARM.WATER, INSPECTIONS. W' SLOPED GRAN.GARB '°R%•' =iW TRENCH DRAIN 1� lath PONT SANITARY SEWER,STORM DRAIN,AND ANY OTHER UTMIES,BOTH PUBLIC AND PRNATE.AS REQUIRED. r' -• 2.AT A MINIMUM,THE FOLLOWING INSPECTIONS/TESTING WILL BE REQUIRED. If ISSUES ARISE DURING - -- -- "-' - -• - u UNOSCAFE AREA- -- - 5.THE LOCATION OF EXISTING UNDERGROUND SYSTEMS.INFRASTRUCTURE.UTILITIES,CONDUITS,WELLS, -- - -CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE-ENGINEER AS ADDITIONAL INSPECTIONS BEYOND ---CBOT OF CURB TYPE I PLUG/$TUB AN O LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY.MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, WHAT IS.NOTED MAY BE NEEDED. ---- SAWCUT 1XI, FIB► FLARED END SECTION LP W PONT AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER,THE ENGINEER,OR THEIR MATCHUNE HEADWALL YAX MAXIMUM REPRESENTATNE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION,BOTH HORIZONTALLY AND A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING VERTICALLY,OF ALL EXISTING UTILITIES.CONDUITS.LINES.WELLS.AND OTHER BURIED INFRASTRUCTURE CONSTRUCTION. - MIN MINIMUM AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE ® CONTROL STRUCTURE FOR ANY AND ALL.DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE B. DRAINAGE AND STORMWATER MANAGEMENT: SOLD WHITE UNE _: " 'MCC MONOLITHIC CONCRETE CURB THE INFRASTRUCTURE,UTILITIES,.CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT(SWM)FACILITY. "" SA MHB/FP U' MASS HIGHWAY BOUND/ESCUTCHEON PIN LEAD RUG UNDERGROUND INFRASTRUCTURE AND UTIUTIES AS REQUIRED. THE CONTRACTOR MUST CALL'DIG SAFE' •DURING INSTALLATION OF STRUCTURES/CHAMBERS TO SEE A CROSS SECTION VIEW OF S """ SOLID YELLOW UNE '•`✓ 0 Sim SEWER MANHOLE MID NOT IN CONTRACT AT 1-888-DIG-SAFE)AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. INSTAINSTALLATION -. STAMP STAMP UM' ....... BROKEN MITE UNE F:: ® GREASE TRAP - REQUIREMENTS. THE APPROPRIATE AUTHORITY UIREMENFS.As APPLICABLE YELLOW UNE WATER AT COMPLETION OF INSTALLATION OF EACH SWIM FACILITY PRIOR ND BALKFILL. TUTS MOTTO SCALE6.THE CONTRACTOR SHALL BE RESPONSIBLE CALL AT LEAST HOURS AHEAD FOR INSPECTIONS BY AT FINAL SHAPING OF STONE WEIRS.OUTFALLS AND EARTH BERMS BROKEN WATERMANHOLE PCC HSCAST WNCRAUTHORITY IN ACCORDANCE WITH WITH THE TOWN i^� SOLID WIDE OIANNEUZNC UNEU O WATER SHUT OFF/CURB STD PROP PROPOSED C. GRAVEL RW�S 7.THE CONTRACTOR SHA NOTIFY AI UTILITY COMPANIES,PUBLIC AND PRIVATE.INCLUDING THOSE IN 0 E WITNESSED BY SUBBASE A TESTING AGENCY.)UNDER ALL AND CONCRETE SURFACES(UNLESS PAVED LL L SOLD YELLOW OIANNELIZING UNE :SI e WATER GTE PAW PAVED WATER WAY _ CONTROL OF UTILITIES NOT SHOWN ON THIS PUN,(SEE CHAPTER 370.ACTS OF 1963.MASSACHUSETTS) - PRIOR TO COMMENCING ANY WORK. D.,BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND SLOPED CURBING. On DOUBLE YELLOW LINE -,.''S TTSV TAPPING SLEEVE.VANE. REMOD REMODEL - - SL - &BOX RISER REM REAM W B.SALTER NYE ENGINEERING O SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A E. TBINESTING SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY CANTS FOR MATERIAL AND ON-SITE STOP UNE RESULT OF UTIUTIES OMITTED OR INACCURATELY SHOWN. ICLUDI RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR COMPLETE REQUIREMENTS, .. PRESSURE REDUCER RtlR ISY01E AND RESET INCLUDING BUT NOT LIMITED T0: - TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC FOR SWN - 9AYEg CONNECTIOMATERIALSAREAS REMOVE AND STACK 9.THE TERN-PROPOSED'(PROP.)MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, AREAS • ' STEEL WARD RAIL • V Wro WHERE APPUCABLE,RE-USING EXISTING MATERIALS IDENTIFIED AS'REMOVE AND RESET-(MR). - ALL COMPACTION.TESTING RESULTS FOR SACKFILL. TIRE HYDRANT UHT RETAIN WHERE CONSULTANT WOOD.WARD RAIL NM - - GRAVEL BORROW MATERIAL UNDER PAVING.SIDEWALK.SITE SLABS PADS,ETC.AS TO WATER METER SGE SLOPED GRANITE EDONG 10.UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE-ALL NECESSARY CONSTRUCTION ! 0 PTR OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. r,. , o -•-o� STOCKADE FENCE •.V o� - - NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS.ENGINEER PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH SAME,AND COORDINATE WITH THE ENGINEER AS REQUIRED. BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS., . POST INDICATOR VALVE - - SGC SLOPED GRANITE CURB - -- PATH i - THE THE TESTING SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND COORDINATING WELL PEG TIE OF ELE CAAOC 11.THE CONTRACTOR SHALLHE .RESPONSIBLE FOR VERIFYING THAT THE PROPOSED WITH THE TESTING AGENCY AS REQUIRED. _ `"-� •� '` TREE LBIE I. TIP W CINB INP RMATIONiS SHOWN ON THE PUNS DO NOT CONFLICT WITH ANY KNOWN EXISTING MONITORING WELL INFORMATION OR OTTER PROPOSED IMPROVEMENTS. IF ANY CONVICTS ARE DISCOVERED,THE F. BN WILL NEED TO WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFILL FOR: -- -•-•-•- OWN LANK FENCE - r.� TO TOP OF FONDAPON CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY UPON DISCOVERY AND AT STONE WALL � >_r SPRINKRRIGAILER ER CONTROL VALVE LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION OF THE AFFECTED WORK. WATER SPRIN(IER HGro TOW TOP CF Y�E - CONTRACTOR SHALL CONTACT BN EQ ALLOW ON TO TAKE AS-BUILT SHOTS ON PIPE - ��-�•- HAY BALES WALL fL TOW TOP Q W01 DI THE CONTRACTOR SHALL REFER IL ARCHITECTURAL AND M HEREIN DRAWINGS FOR All BN WIH THESENDS.PIPE TOP FOR SHALL BUILT REQUIREMENTS � DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HREIN ARE FOR COORDINATION WITH -�THE WATER SYSTEM SHALL BE INSPECTED BY A THIRD PARTY APPROVED CONSULTANT MAY BALES O O GAS GTE TP TYPICAL OTHER SITE WOUT THE AND SHOULD BNOTUILDING O USED TO STAKE OUT LATEST ARCHITECTURAL SUE CONTRACTOR WATER INSPECTOR PAID FOR BY THE CONTRACTOR. ACCEPTANCE REPORTS ® GAS METER UO! UNLESS OIIRRYIff NOTED SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS EROM.THE IN O ARCHITECTURAL PUNS. THE AND AS-BUILT TIE CARDS FOR THE WATER SYSTEM(INCLUDING TIES TO ALL CONTRACTOR SHALL NOTIFY ARCHTT NYE AL BUILDING &SURVEYING OF ANY DISCREPANCIES BETTER BENDS, TEES, ETC. SHALL BE PREPARED BY THE}RD PARTY INSPECTOR - -- ----- -A- MINOR CONTOUR '^^I m ELECTRIC MANM0.E NF YflR01'M FlE10 BY CONiRAMOR SIT PLAN DIMENSIONS AND ARCHITECTURALTHAT PUNS BEFORE PROCEEDING WITH ANY PORTION AND PROVIDED TO)THE ENGINEER FOR RECORD. ._ OF SIZE WORN WHICH MAY BE EFFECTED SO THAT PROPER.ADJUSTMENTS TO THE SITE LAYOUT CAN BE - 4 MAJOR CONTOUR - AM. ® ELECTRIC BOX YCC VERTICAL GRANITE CURB MADE IF NECESSARY.. •'SEPTIC' -ias .. -iDG TOP of SLOPE - E4! ® ELECTRIC METER .• 13.PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF - BOTTOM OF EXCAVATION FOR SAS TRENCHES. - OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND - AT COMPLETION OF INSTALLATION OF ENTIRE SYSTEM,INCLUDING SEPTIC TANK. BOTTOM of SLOPE O UGHT POLE(DECORATIVE) ACCMP ASPHALT COATED CORRUGATED METAL PIPE COORDINATE WITH THE OWNER,ITS ENGINEER OR REPRESENTATIVE. D-BOX AND ALL PIPING PRIOR TO BACKFILUNG. 1 ROOD LIGHT _ CAP CORRUGATED•WUMNUY PIPE 14.THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING AT G FINAL S7ABIUZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION - /; ' ILL= _ LANDSCAPE UOU aP ��q ppE LEST TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. CONTROL DEVICES. PREPARED FOR: '� BUILDING -SINGLE LUNINAIRE 15.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY . atR H - tli CHANGE N TYPE FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. COtUIt Center For The le Art S '£•: }LCI FN BUILDING Wqt DOUBLE LUMINNRE ®N rro LOAONG DOCKm•W �• CARP CORRUGATED METU PIPE 18.CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS 4404 Falmouth Road •-ram TRIPLE LUMINAIRE AND METHODS. BAXTER NYE ENGINEERING&SURVEYING,DOES NOT ASSUME ANY RESPONSIBILITY IN _14 at6 }Woo OVERHEAD DOW �- QUAD tUMINAIRE COND CONWR JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL,STATE,AND LOCAL OSHA - COtUIt, MA 02635 - REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL ^ ° BO LARD `- OPP HIGH DENBIY POLYETHYLENE CORUGATED TIMES. - WALL PACK - ELASTIC PIPE-SMOOTH INTERIM _ O - SIGN ER PAD = 1 7.THE CONTRACTOR OR SHALL REMOVE ALL STUMPS.RUBBISH:AND DEBRIS FROM THE PROJECT SITE. T DOry - CS tlllia STOP FOR WATER UNE -STORAGE OF THESE ITEMS WILL NOT BE LEVEL CO ON THE PROJECT SITE. THE CONTRACTOR SHALL - Z..�.- SIGNAL ARM LEAVE THE SITE IN A SAFE,CLEAN,AND LEVEL CONDITION AT THE COMPLETION OF THE SITE CLEARANCE DOUBLE 51G1, tB O MANHOLE DIP - WCTOE IRON PIPE WORK. - • PARKING METER <-.O. C-O UPUTY POLE/WY WIRE DS DOWN SPOUT 18.ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN.THE LIMIT OF WORK SUB GRADES SHALL-BE REMOVED,AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE,TO NATURAL STABLE GROUND 0 PARKING COUNT O""""'<r' 4>-O UTILITY POLE/GUY POLE E ELECNIC - BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL,LOAM.PEAT;ALL ORGANIC MATERIAL, -- PROJECT TITLE SNOW,ICE.CONSTRUCTION RUBBLE.TRASH,AND OTHER DELETERIOUS DEBRIS. € 3 COMPACT PARKING STALLS ER HAND HOLE Fe FUI¢AND CO,R 19.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY UPON Ceramic.Studio fIIIII�IIII IIIIIIIIIII gOS6YA EH ER PULL BOX FeG FRAME AND GRATE APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. 4418 Falmouth Road I3iB SILT fENCE/HAYBAU OROa'5Y'AUC C' CAS 20.AREAS OUTSIDE THE LIMITS PR PROPOSED WORK R OR US BY THE CONTRACTOR'S • AND HAY ALE CHECK OPERATIONS.GATE C PRIOR APPROVAL R THE OWNER OR frs REPRESENTATIVE,SHALL BE COtUIt,MA 02635 AND HAY BALE CHECK DAM XID HYDRANT RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDmON AT THE CONTRACTOR'S EXPENSE. GONG.PAVEMENT - ID NIDRCFPiOR oROX STANDARD DUTY FLEXIBLE PAVEMENT API PONT OF INTERSECTION 21.EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. R SHALL BE THE RESPONSIBILITY OF _0 HEAVY DUTY FLEXIBLE PAVEMENT �® FLARED END PROTECTION (N PO U%ERTERFO DEVATION THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. WINE TH STONE PPOTECPON - Po PERFORATED`DRUM p 22.THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND ORNNAGE,SEWER,AND UTILITY FACILITIES g Li HANDICAP RAMP FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES DAMAGED BY CONSTRUCTION : y HANDICAP PARKING 6"PD PERIMETER DRAIN - PLC POLY.NLORDE PIPE LOADS SHALL BE REPAIRED.BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. $ q VAN-ACCESSIBLE HANDICAP PARKING ' RIM REINFORCED CONCRETE PPE 23.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE Yw wLN PAVE'WATERWAY(PWW) ® WITH STONE PROTECTION RD ROM RAN 24.JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING CART CORRAL" PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDEO.ALL,JOINTS TO EXISTING -ro-) DRAINAGE ROW DIRECTION 5 SEWER PAVEMENT SHELL BE SAWCUT TRUE AND STRAIGHT.ALL CRACKED OR INADEQUATE PAVEMENT n Detail n �,a� - AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND REPLACED. S e s DETAIL OR SECTOR REFERENCE ® JUTE MAT W SWALE C/0 SEWER tlEWWT Sheet n JJ""'" SO H�DEAN 25.ALL S SHALL EL WALKWAYS WILL BE HANDICAPPED SLOPACCESSIBLE. ALL PROPOSED SLOPES ON WALKWAYS SHALL TO LEAN THAN SR AND ALL CROSS SLOPES NCE THESE ARE MAXIMUM < K SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT ' ,'''�" fur TREES T 1FIEPNOff RE SHRUB ISM TAPPING OF THE U.S.ACCESS BOARD.AMERICANS WITH DISABILITIES ACT& , d` WETLANDS �+- _G SLEEVE.VALVE& COMMONWEALTH.OF.MASSACHUSETTS,ARCHITECTURAL ACCESS BOARD. ( _f , - """" 50'OUTLAND BUFFER �- BBOx R592 28.FINAL.UVOLR AND STAKING OF ALL PROPOSED FUTURES AND GRADING SHALL BE REVIEWED IN E n- - THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ANY SITE PREPARATION OR y ---- IOU'WETLAND BUFFER - FDOBT PROP UP UTILITY POLE THE THE CONTRACTOR SHALL NOT ADJUST OR MODIFY THE LAYOUT AND.STAKING OF &j MJ /22/2019 PER 511E PLAN REVIEW COMMENTS a ---- 200'WETLAND BUFFER EP LP LOW PgNi MF WT1FY IN FIELD ANY PROPOSED FUTURES WITHOUT FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY - - GOVERNMENTAL AGENCY WHICH MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. m NJ /29/2019 EVERSOURCE COMMENTS - a -'- LIMIT IX N£TLANOS HP HP HIGH POINT VTP WTRFlEO CLAY PPE D A T E D E s C R 1 P T I O N ""•"""""""" -tom'- WETLAND FUG 27.ALL ELECTRICAL(BOTH PRIMARY AND SECONDARY),TELEPHONE,DATA/COM AND FIRE e �y SR fVT GB GRADE BREAK - DEPARTMENT CONDUITS AND APPURTENANT FUTURES REQUIRED BY THE ARPUCABLE UTILITY SHEET TITLE -'-'- ----- 100 YEAR ROOD PLAN " �.a>: ii.ls mTCCt TOP&BOR(L EILVAPON W WATER COMPANY ARE CONCRETE WORK.BE INSTALLED AND RELATED ELECTRISTRUCCAL CONTRACTOR.AN T REPAIR TRENCHING. ELABEFILUNG, """""""'"' MITGATON AREA LINE 1LRi 21.0 PERFORMED BY THE GENERAL CONTRACTOR/SR CONTRACTOR. ALL ASSOCIATED COSTS FOR - Legend and General ,4 SPOT ELEVATION-AEADER COMPLETE EXECUTION OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. .. EDGE OF WATER �......... - SPOT ELEVATION 2B.RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER PLANS. AD ARE APPROXIMATE. ELEVATIONS ELEVATIONS Notes ARE O BE SET RUSH AND CONSISTENT WITH GRADING PLANS.ADJUST ALL OTHER RIM ELEVATIONS OF "�" ♦' BORING LOCATION MANHOLES.GAS DATES.WATER DATES AND OTHER UTILITIES 10 FINISHED GRADE WITHIN THE LIMITS OF ':J m TELEPHONE MANHOLE TEST PIT LOCATION THE SITE WORK. - 29.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPUCED IN KIND. SURFACES NOT SHEET NO c X 0 TELEPHONE MARKER • • BENCH MARK OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS.ALL LAWN AREAS SHALL HAVE A MODIFIED LOAM ��■0 G Te TRAFFIC SIGNAL �--� TIE IN TO EXISTING GRADE _ BORROW PUCED,SEEDED,FERTILIZED,LIMED AND MULCHED UNTIL GRASS STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 6"AND SHALL 9ONAl BOX + BE PUCED FLUSH WRH THE TOP OF ADJACENT LURE.EDGING,BERM,OR OTHER SURFACE. THE oA[P - +'!TEE': REPRESENTS EXISTING INFORIAPON CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY DATE:MARCH 21, 2019 c `-'M TIRE ALARM CONTROL PANEL ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL o LN,s D TIRE ALARM BOX BUCK TEXT REPRESENTS PROPOSED INFORMATION TO BLANKETS(ECB)OF CURLEX OR EQUAL. - 20 0 20 40 G OT TRANSFORMER PAD 30.TTH CONTRACTOR SHALL WATER,MOW.FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND SEEDED S OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED METHODS ARE G 14- ® IDEPHONE RISER ESTABLISHED TO THE.SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. _ SCALE IN FEET SCALE:1•= 20' MARL BOX FOR PERMIT ONLY-NOT FOR CONSTRUCTION DRAWN BY:W CHEC KEa BY:YWE JOB N O:20J9-005 F I L E:2019-00.5 LG o T BAXTER NYE N/F CAPE COD FOUNDATION.ANC (Xi/DH/ - ; '^ RIM=72.40 /,Nv s_(j�J- i? 4U-R'�j.,'") ;�;F Al'24 LOT 14 FNp❑ , ±^..._...___,_ N85.58'23=E / GENERAL NOTES BOOK/9927 PAGE 117 - - 1 BAXTER NYE I. THE INTENT OF THIS PLAN IS TO am EX6RNG SITE COWM04 AT LOCUS. -_'31 FRONT SETBA LINE --� ENGINEERING.&% -_ 1 I 1. LOCUS AREA 6 COMPRISED EC PER CURRENT ASSESSOR'S RECORDS OWNER, CO JT CENTER34 F1287 1E ARTS.INC. SURVEYING RECORD PUN BOOK 35D PAGE 20 PUN BOON 264 PAGE 92 I PUN BOON 259 PAGE 57 11 PUN BOON S7 PACE 21 Registered Professional Engineers and Land Surveyors I : STATE HIGHWAY LO 53 OF 1931 78 No,tli Sheet — 3rd Floor ASSESSOR'S LAP 024,PARCEL 021 Hyannis, Massachusetts 02601 J. PROJECT BENCHMARK.AS SHOWN ON THIS PLAN I «i I - Phone— (508) 771-7502 H I 4. ZONING INFORMATION: Fax — (508) 771-7622 ce I - u,o www.buxter—n com s coi 1 ZONING D6TITICL RF-RESIDENTALL Ye =71. CURRENT MINIMUM 7,120 REQUIREMENTS. YIN.L07 AREA=E 1 SF(PER RPoD) 'r5 YIN.LOT FRONTAGE-150• MIN YARD SETBACKS:FRONT=100'(ALONG ROUTE 28),SIDE=15•.REAR=15' Gl I MAO LIM BUILDING HEIGHT-.R1 FT OR 25 STORIES,WHICHEVER 6 LESS \ MAXIMUM LOT COVERAGE=WP OVERLAY:50%IMPERVIOUS \ II 1 N/F OVERLAY DISTRICTS.SALTWATER ESTUARY PROTECTION,RPoD.WP.DEP ZONE D COTHE CENTER FOR 3� THE ARTS INC S. A iRlf SEARCH HAS NOT BEER PERFORMED FOR THIS SITE THERE MAY MAP 24 LOT 20 72.9y"t5 LITTLE BY OTHERS,EASEMENT,TAKINGS,MORTGAGES RIGHT OF WAYS BOOK 709}q PAGE 270 - O I 1 ETC.NOT DEPICTED.IF DETERMINED TO BE NECESSARY,A TIRE SEARCH (,IRRIGATION .� I I SHAWL BE PERFORMED g B SURVEYING. AND SUPPLIED TO BAXTER WE 6. THE PROPERTY'LINE INFORMATION SHOWN 6 BASED ON CURRENT AVAILABLE STAMP STAMP A 1 N - RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EX6RNG FUTURES CAPE COD FOUNDATION.INC _SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FRO SURVEY V!v Fy{• �'�, GT II MAP 24 LOT 22 1 PERFORMED BY BAXTER NYE ENGINEERING d SURVEYING ON JANUARY 18.2019. BOOK 19927 PAGE 117 1 - N/F A In 1 11 -�' I 7. COMMUNITY PANEL NUMBER: 250001 029 J - 1/ $ THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X ' / COTUIT CENTER FORS . / I THE ARTS ANC i- ,Np p� 55 11 I ' / MAP 24 LOT 21 O V Y CT 8. FNWRONMFNTAL INFORMAipM BOOK 30934 PAGE 267 PER YA55 CIS OLIVER AS OF 01/14/2019: - ' \ _ 1�` I 1 1 SITE DOE$NOT APPEAR i0 BE MINN AN AGE G(AREA OF CRITICAL ENVIRONMENTAL CONCERN).' b 1 1 CONSULTANT - \ 1 x' IRK TON 2'PUSRC DOMES I SITE DOES NOT APPEAR'TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS \ - C OLD O WATER SERVICE I YAPPED ON MASS CIS OLIVER PER WESP"ESTIMATED HABITATS OF RARE WILDLIFE'FOR USE WITH - BOx THE MA WETLANDS PROTECRON ACT REGULATIONS(310 CUR 101 - Ai ,\ A is I 6'QI.PIPE FARE _ SITE DOES NOT APPEAR TO BE MINIM A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER , 1 SERVICE NHESP PRIORITY HABITATS OF RARE SPECIES-FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT,REGULATIONS(321 CMR 14- ( I - SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS CIS OLIVER - -''s dFA -O I PER NHESP'CERTIFIED VERNAL POOLS' CONSULTANT . .. • m NI - �0P0�J Y\ '•� 9L SITE DOES NOT APPEAR TO BE WHIM A WETLAND RESOURCE AREA AS MAPPED ON MASS CIS - m EYI \ 1 SYSTEM. SITEARE APPEARS 7D BE WITHIN A STATE IMPROVED ZONE 0 GROUNDWATER RECHARGE PROTECTION AREA 1P- SITE APPEARS TO BE MINIM A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY(BARNSTABLE n BENCHMARK - B.O.H.RED 360-45) \ APPROXIMATE OC ITEM 7 I Ti;. DRAINAGE CATCHBASIN - EX6TWG SEPTP 1EY >QOU GALS - E0:''i \7 • - PREPARED FOR: LEArtH PIT I CAL PTIC TANK 'EAR '\ - iB. \\,'' _ 9. UTILITY INFORMATION SHOWN HEREIN: R-O Xt ° —"� ' g,,,/Lr116 '.,. � /'3� \ THE CONTRACTOR SHALL CONTACT DIG SAFE(AT T-888-DIFSAFE)AND UTILITY COMPANIES TO Cotult Center For The Arts 1. LOCATE THE LOCATION OF ALL EXISTING UTILITIES AT LEAST 72 HOURS PRIOR TO THE START OF S ,, CONSTRUCTRW EXISTING UNDERGROUND INFRASTRUCTURE.UTILITIES.CONDUITS AND LINES ARE 4404 Falmouth Road ,..> - SHOWN W AN APPROXIMATE WAY ONLY,MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAW MONITOR \\ I.0 - - BEEN RESEARCHED BASED ON ME AVAILABLE UTILITY RECORDS NOTED HEREON.THE CONTRACTOR COtuit,MA_ 02635 - - • WATER SERMCE PER \, CB AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE.OCCASIONED BY " '- SSS WTUi WATER PE RR GAIT RIM 71 .brTHE FAJLURE TO a • ..', 6. i CARpI AND BURVEY'� CONTRO\ •'.Y, _ CONDITIONSCONTRACTOR'S FROM PUN INFORMATION,THE CCNTRACTOR SHALL RNOTIFY ETHE ENGINEER r 6R }9 t APPROX.LOCATION ' ',t BOY IMMEDIATELY FOR POSSIBLE REDESIFN ' B3 . './ ELECTRICAL MH 1ryNITORN ICI A NEt CONDUIT BANK !!! TANx� • J� SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WIN OBSERVED EVIDENCE OF UTILITIES TO • - /�� LL( EX.STRUCTURE > Y 2 FUEL DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER,LACKING EXCAVATION,THE EXACT po . WALL)_ /4418 ';TILL °1T n VA YY' LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY,COMPLETELY AND RELIABLY x F F.ELEv=75 34' 3 NL' ELECiRICE ° DEPICTED. WHERE ADDITIONAL OR MOPE DETAILED INFORMATION IS REQUIRED,THE CLIENT LS ADMSED PROJECT TITLE , OUTLET TFOYK ` THAT EXCAVATION MAY BE NECESSARY.PL INSIDEFlLL , Ceramic Studio 8'OF 1S. � UTILITIES NOTED HEREON AS'COYPBED'ARE SHOWN BASED W SOURCE'WFORAATIQN� / 4418 Falmouth Road CfiNC PAD (RECORD PUNS)OBTAINED FROM UTUTY COMPANIES AND/OR MUNICIPALITIES LOCATIONS OF 'COTUIT CENTS FOR N COYPIIED'UTILITIES SHOWN ARE i0 BE CONSIDERED APPROXIMATE ONLY.THE ARTS' /''G COtuit, MA 02635 EXIS. l 2\\ •A4 MONITOPo IANN �d'P ON • BOUSFIEID,DATED OCTOBER INFORMATIONNG SEPTIC SYSTEM 7. 991,ON FILE AT BOARSEPTIC OF HEALTHTENT AS-BUILT CARD BY PAUL - GAS SERVICE PER ? NSTAR AND SURVEY f Z FILL O ( O i'WATERC�,�F SpG �2-2x • TOWN WATER SERVICE 910M ON THIS PUN FROM WATER DEPARTMENT SKETCH 1131,/IM AND COTUT wATECE E \ %^. / 4"L pN /1105 FROM COTUIT WATER DEPT.AND AN ON ME GROUND FIELD SURVEY PERFORMED BY CARD AND SURVEY / / / / - BAXTER NYE ENGINEERING d SURVEYING ON JANUARY 28.2019. ' -- FLOOD LIGHT .7 f.. OG. ,%/M G �/�" fi3A GAS SERVICE SHOW!ON NSTAR PUN SN2594 AND AN ON THE GROUND FIELD SURVEY ELECTRICAL '``f" 7' G �y PERFORMED BY BAXTER NYE ENGINEERING d SURVEYING ON J4NIlARY 18.2019. 8 �Z ROAD PARKER �`� ELECTRIC LINE SHOWN ON IRIS PLAN WAS FIELD LOCATED INDICATING OVERHEAD SERVICE FROM UTILITY POLE 330 22 264 ON JANUARY 28,2019, . \' \ 8�`,. •� �, U/s� /�,� oi�� fix`-' ;" .. .• _ ° °24 � 4 /�A�`S Pie /O "";;•'; / �j 'DO NOT , � MJ 1/22/2019 PER SITE PLAN RENEW COMMENTS m //\]\J�/ `• ��ON /' PASS'SIGN m MJ /29/2019 EWRSWRCE COMMENTS DATE DESCRIPTION SHEET TITLE G % Existing Conditions Z2 26,, Plan i G O SHEET NO DATE: MARCH 21, 2019 O ANCHOR a - LN'gcN. - 20 0 20 40 SCALE IN FEET S _ SCALE:1"= 20- . FOR PERMIT ONLY.-NOT.FOR CONSTRUCTION DRAwN BY:M CHECKED BV WARE JOB N O:2019-005 F I L E:2019-005 EC.d� 7 0 Y , ZONING TABLE BAXTER NYE ZONING DISTRICT(S): RF(RESIDENCE F DISTRICT). .,. CsI ;H.fi i:'`J E,i et S51JRV,YTI.(;y OVERLAY DISTRICTS: RPOD, WP, ZONE II AND SALTWATER ESTUARY PROTECTION ALLOWED USE: RESIDENTIAL BARTER NYE �� _ \ •� EXIST USE:GAS STATION/AUTO REPAIR/RETAIL •• PROPOSED USE: EDUCATIONAL•• COTUIT CENTER FOR THE ARTS- ASSEMBLY/EDUCATIONAL•• ENGINEERING & PROPOSED BUILDING FOOTPRINT= 1.990 SF INFILTRATION / -� _ EXIST TOTAL BLDG SF =1,396-SF SURVEYING m ! / \z PORTION OF THE EXIST 8LDG5 TO STORM. enslN 1m - BE DEMOLISHED- 152 SFf �- \ // d.•e� TOTAL PARCEL AREA: 35.2233 SF 0.81t AC N/F Registered Professional Engineers / / ¢ CAPE Coo FOUNDATION,INC REQUIRED ALLOWED EXISTING PROPOSED 9 9 MAP 24 LOT 22 LOT AREA:, 43,560 SF 35.223 SF 35.223.SF and Land Surveyors BOOK 19927 PAGE m FRONTAGE: 150 FT 8&5 FT•• 86.5 FT•• �., / PROPOSED COS ^J COMET CE TER FOR ///y'x'� // \�--� �, ,ENDS HERE e� • BUILDING SETBACKS-RF ZONE 78 North Street - 3rd Floor j� Y THE ARTS IN / <A / < - ) FRONT SETBACK 100 FT ALONG ROUTE 28 36.4 FT• 36.4 FT Hyannis, Massachusetts 02601 1 NAP 24 LOT 21 SIDE SETBACK 15 FT 13.7 FT' 19.1 FT / BOgE 30934 PAGE 267 / (� / °''\ 15 FT r j 'I LOT AREA-35,223 s14 / �p // .m. ° o� REAR SETBACK 50 FT 243.2 �T• 302FT•• Phone- (508) 771-7502 a. Fox - (508) 771-7622 raz CA 10 FT EXISTING- 0 FEET" PROPOSED - 17 FTf MAX. BLDG. HEIGHT(STORIES) 2.5 STORIES OR 30 FT 1 STORY 1 STORY/<30' Www.baxter-nye.com PROPOSED W MAX. LOT COVERAGE.(IMPERVIOUS): PAVED `8,.n / 50% 17,612 SF r' GP WP OVERLAY ZONE. ( ) -IT0%(5,989 SF) 22.4%(7,883 SF) STORMWATER \ R=5' APRON / I t FOREBAY .I NATURAL STATED 30%MINIMUM EXISTING- 35.37. .PROPOSED - 34.3% STREET TREES - FRONT YARD.t PAVED SWALE \ O " TO4 PARKING THE TARO EFT OF FRONTAGE - 87 FT x 1/30 FT=2.9 - N/A-: - 3 TREES --- - - - - -- \ - .� ) t I M135 a� 1 \� PLACE OF PUBLIC ASSEMBLY 1/EVERY 3 PERSONS CAPACITY I 1\ _ \ 25 PERSONS/3 8.3 SPACES N/A 9 SPACES \ STAMP STAMP ACCESSIBLE PARKING(TOTAL/VAN)- 1/1'SPACES 1/1•SPACES 1/1• SPACES ,n'.tb'CONCRETE DUMPSTER((NNTH FExQED / o - PARKING STALL SIZE ENCLOSURE t1H DOUBLE /GATE _ ° .. 55 a" 90' 20' x 9' N/A 20'x 9' SEE DETAIL f442 O �, _ '` STOP BAR ��s. °. DESIGN VEHICLE - AASHTO TOWER TRUCK O on •ACCESSIBLE PARKING SPACES ARE INCLUDED AS PART OF THE TOTAL PARKING REQUIRED/PROVIDED COUNT. - j A '•PRE-EXISTING NON-CONFORMING .. 7 - R1-1 - - I j CONCRETE TRUCK - - t SEE DETAIL @428 a SIGN SUMMARY CONSULTANT 17,5' Y M.U.T.C.D SPECIFICATION TEXT GRAVEL DRIVEWAY AND NUMBER WIDTH HEIGHT GRAPHIC j t O^/° . PARKING AREA.TYP I� SEE DETAIL 0450450 -)0 - R1-1 24" 24" _�� , C) 1 R 5 �/"'\33/ �6 �ti O O ® CONSULTANT BITUMINOUS CONCRETE(2) - HC• 12" 18" I INC PARKING SPACES,TYP P AKNG SEE DETAIL/418 (GRAVEL SURFACE OPTIONAL f HC• ACCESSIBLE - .I AS ALLOWED BY BUILDING -RAMP PER 4txc 0 PER COMMISSIONER) DETAIL 0400 ) ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE - PROPOSED FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON J;�. • - STEPS TO GRADE. - - O�.\ SEE ARCHITECTURAL PLANS UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD),.LATEST OR DETAILS. - - EDITION, ALL APPLICABLE CODES, AND LOCAL PREPARED FOR: .J: REQUIREMENTS, ORDINANCES, AND BYLAWS.SIGN - - Cotuit Center For The Arts PROPOSED -"�8. _ - - WORDING TAND COLOR REQUIREMENTS WITHALLER SHALL COORDINATE F OCAIC GN 4404 Falmouth Road PORCH Po AGENCIES AS NECESSARY(SPECIAL NOTE TO VERIFY ENT -' ' HANDICAP PARKING _SIGN'FORMAT) COtUIt, MA 02635 l„ PROPOSED f� • ADD "VAN ACCESSIBLE"WHERE ASTERISKED HC RAMP.SEE / , RCHITECTUi2AL PLANS PROPOSED % R DETAILS,, 716 SPY f� ADDmoN NOTES- PROJECT TITLE \ 1. ALL CONSTRUCTION SHALL BE PERFORMED,IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS, AND :[ SPECIFICATIONS. - Ceramic Studio 4418 Falmouth Road 2. THE.CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. COtUIt, MA 02635 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. - 4. ALL PROPOSED WALKWAYS WILL BE.HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING SLOPES ON WALKWAYS SHALL BE 611DOi0 TOTAL AREA g9909Fn 41-2' '\ LESS THAN 5% AND ALL CROSS SLOPES <2%. THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT& EX.SM.U127URE COMMONWEALTH OF MASSACHUSETTS,ARCHITECTURAL ACCESS BOARD. ' .!.ELI.cVEV='.5.34' ; ^ 0 5. PROPOSED WALKWAYS AND CONCRETE FLAT WORK SHOWN AS T ■ t 4` 8 DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS. CONCRETE PADS, FENCES AND APPURTENANT ITEMS UNLESS LN7 q,1Na6� OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. SALVAGE EXISTING PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY� SOUND,SHOWS NO SIGN OF CRACKING,AND MEETS PROPOSED GRADES SHOWN ON GRADING PLAN.I 'ice - A, 7. EXISTING PAVING EDGES SHALL BE.SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE �+ ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS 70 REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD TO m ud 4/22/2019 PER SITE PUN RENEW COMMENTS PROPERLY BLEND TO THE SURROUNDING GRADES. -PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO REMOVE '` SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE Md /29/2019 EVERSOURCE COMMENTS .T EXISTING WITH.AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. DATE DESCRIPTION\ BITUMINOUS PAND CO AVEMENTRE� �T 8. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPLICABLE. SHEET TITLE 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES UNLESS OTHERWISE NOTED. PARKING STALL COLOR SHALL BE WHITE, TYPICAL, UNLESS Layout Plan OTHERWISE NOTED. ` ,o / • / 10. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN ORDINANCES. o PROPOSE SHEET NO o TRANSFORMER(COORDINATE �OPO o A\ C3■O THE EXACT LOCATION WITH �g}� g' UTILITY COMPANY) o Z ,;'' ,,ESN / V,•P' - DATE: MARCH 21. 2019 10 - 0 10 20 SCALE IN FEET SCALE:1"= 10' FOR PERMIT ONLY-NOT FOR CONSTRUCTION DRAWN BY:W CHECKED BY:NWE JOB N O:2019-005 F I L E:2019—CD5 DM.E y v O 3 Om RE BAXTER NYE -NIGYY 1^ v 2 SURi BAXTER NYE. ENGINEERING & SURVEYING • ,_,/'� Registered Professional Engineers and Land Surveyors .. 78 North Street — 3rd Floor Hyannis, Massachusetts 02607 Phone— (508) 771-7502 Fax— (508) 771-7622 in � ._i ` �f✓< www.baxter—nye.com PE COD FOUNDATION,INCMA 24 u.rck BOOK 19927L PACE OT 2117 a u N t COTUIT CENTER FOR THE AR1S INS'. NAP 24 LOT 21 ROOK 30934 PACE 2.1 c"- LOT AREA=35,223 slt O `, gD• t� o STAMP STAMP CONSULTANT ,P_ 11\1 CONSULTANT PREPARED FOR: 0. Cotuit Center For The Arts ;\ 4404 Falmouth Road TP-" xaes sp 1 umv,kk. Cotuit,MA 02635 TP-n O 4 TUM(s)based upon a desq speed of WIMP Himna Fre Uud PROJECT TITLE Ceramic Studio 9 4418 Falmouth Road III Cotuit, MA 02635 - / Qo .. i 'ZIP li 1 £3 \ .%� $ Hyannis Fire Truck g Overall Length 39.330ft �DMTW,ti AMA Overall Width 8.500ft RE Overall Body Height 7.558ft 3 Ek.S:l J'1:.`7i - Min Body Ground Clearance 0.808ft �. Mid 1/22/2019 PER SITE PLAN RENEW COMMENTS g.a .L. I-•5�1y Lock— Ol a,aak time 8.00Sth Oft m NJ /29/2019 EVERSOURCE COMMENTS Wall to Wall Turning Radius 49.500ft DATE DESCRIPTION SHEET TITLE 1 Q � Turning Template Plan SHEET NO C3.1 DATE: MARCH 21, 2019 / 00'Ile" SCALE IN FEET - SCALE:1"= 10' FP `S FOR PERMIT ONLY-NOT FOR CONSTRUCTION ..AWN BY:W CHECKED BY:MWE / JOB NO:2019-006 F I L E:2019-OD5 Tr..E 0 0 BAXTER NY PROPOSED TREE UNE iBY ,' �'• GRADING AND DRAINAGE NOTES / (uuli of YARK)� 1. THE PROPOSED FIRST FLOOR ELEVATION = 75.34 „ .1:1vr,:(.n7?'�i-& S:t7:334FY1 l:fs j / / - y i.�, ,\\i.._,.,J-.....-�J,�=-s..v`--/`-�'-1`-' -'f''•, THE ELEVATION 75.34, IS EQUAL TO ELEVATION 100.00 AS SHOWN ON THE % PROVIDE/SILT FENCE FOR BASIN k BOTTOM OF BASIN TO BE STRIPPED ARCHITECTURAL AND STRUCTURAL DRAWINGS, UNLESS OTHERWISE NOTED. BARTER NYE PROTECTION.INFILTRATION AREAS SHALL /J \72.9 TO GRAVEL SUBGRAGE AND TOP , BE PRo c1E0 AT ALL noes FROM / �,-/ FINISH SOIL SHALL�E SANDY TOPSOIL `• ` 1 THE PROJECT ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM. ` CONSTRUC,(TION TRAFFIC AND SEDIMENT 2.Ex �^ J FOR INFILTRATION, '. _ ENGINEERING & ,vURING CONSTRUCTION.(TYP) // / ) / ,ay,DD"' 2 DEBRIS, STUMPS, EXCESS,AND UNSUITABLE MATERIALS FROM THE CLEARING & / / DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A ONE CHECK DAM SEE / A d� I %' / ' - SURVEYING J� T p J LEGAL MANNER BY THE CONTRACTOR Z DETAIL�626 //,�- - ,R,P PlE• _ 1 i m / PROPOSED ,r_./ '� " wA R OUALnY swALE �/ 3�`to ecy' / 72.9 IN ORDER TO PR[sEROE INrnTRATIO 3.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT DETAIL 134-e / a RATE Au AREAS CONTRIBUTING RIJNOF 1 r. TRANSPORT BEYOND THE LIMIT OF WORK. - - s l J J/ y TO T14E PROPOSED INFlL RATION/ Registered Professional Engineers FACILfnES MUST BE STABI/UZIDRIOR T ]220/ EMERGENCY ,O � THE FACILITY RECDHNG R 4. DISTURBED AREAS SHALL BE TREATED W17H WATER DURING EXCAVATION, OR and'Land Surveyors PµLwAY ELEV-]2.a J 1' APPROVED ALTERNATIVE;'TO CONTROL THE DUST. / - - 78 North Street -3rd Floor 72 4 5. THE SITE SUBCONTRACTOR SHALL'PROVIDE ALL EXCAVATION, BACKFILL AND / °i COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND Hyannis, Massachusetts 02601 • / �, 1�' I ,!^"> 7 5 FOR INSTALLATION OF BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND ALL UTILITIES(INTERIOR AND EXTERIOR). SITE CONTRACTOR 70 REFER TO SITE Phone- (508) 771-7502 ELECTRICAL, MEP AND LANDSCAPE.PLANS FOR ADDITIONAL INFORMATION AND DETAIL. Fax - (508� 771-7622 / 72.4 www.boxter-n com FOOETIET �' i z EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO " / ,t�\-•/ N'"I aaa BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT ELEV.=71.] ,p O \I, / /J WHICH IS E TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND ,. SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION TOP of BERM \�`� DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. (DAYLIGHT IJNE)�`/ \j 73.10 1^ ��\ ^ O 7293 , THE T EDGEO U HA BE DETERMINED BY THE CONTRACTOR IN THE FIELD 73.ryi O %i� TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE _ - 72:5 73 3 , MAIN. THE 7 PROPERLY BUTTED AND BLENDED SURROUNDING ASPHALT.WHICH IS RE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE t RIP-RAP 1 I sr OREMER 3:1 7 i\ ACCOMPLISHED WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED.THE 7t APRON/CHANNEL I ( FOREBAY \ �� (TYP)#621 1; JOINT SHALL NOT BE ABRUPT. / ,•t2 ( I 1 \\c' G v 5 j \ f '' j L� 6. ALL PIPE OUTFALLS, STONE WEIRS, CHECK DAMS, AND OTHER DRAINAGE OVERFLOW - / AND OUTLET AREAS SHALL HAVE RIPRAP EXTENDED FROM THE OUTLET TO THE.BOTTOM STAMP STAMP OF SLOPE WITH A MINIMUM 10 FT X 10 FT RIPRAP LEVEL SPREADER, UNLESS _ 72,64 - ^% \ OTHERWISE SPECIFICALLY DETAILED. ALL STONE OUTFALLS SHALL BE PROPERLY SHAPED '•,,,i, SO THE RUNOFF IS CONTAINED WITH THE STONE LINING. SEE TYPICAL DETAILS FOR ` 72.9 / \ 73.41 - ADDITIONAL INFORMATION. - �/_._ 72�83� .r .,�.. . (,' I t'� \ \� 72.63 24 ` - �' - 7. ALL DISTURBED AREAS NOT OTHERWISE-TREATED SHALL BE STABILIZED WITH 4- _ \ _ `\ LOAM, SEED, &MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL Y \ - VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND J:fT/- `✓ - \\�„/ �' b 72.5 73se .\" y» t AREAS THAT SHOW SIGNS OF EROSION-FROM CONCENTRATED FLOWS SHALL BE FURTHER . .. - 729 2.9 '- "' STABILIZED WITH EROSION CONTROL BLANKETS(ECB) OF CURLEX DOUBLE NET- \ CURLER 11 .98 BY AMERICAN EXCELSIOR COMPANY.OR EQUAL. IT SHALL BE THE -- .6]\. //�A'3 \ - RESPONSIBILITY OF THE CONTRACTOR'TO PROVIDE REQUIRED ECS'S AND PROPERLY CONSULTANT STABILIZE ALL AREAS OF THE SITE. , \w//T\\ \ ]},21 o� _ ANY USE OF WOOD MULCH SHALL BE.KEPT A MINIMUM OF 20"OFF ALL BUILDING l \ 3.88 -O - FACES.72.1 / J\\ s \ \\ O 7395 `` (�11 '"56 8. ALL DRAINAGE STRUCTURES AND PIPING SHALL.BE DESIGNED AND INSTALLED FOR ' 1V y4 �� \\ \ \ 13 3 h O- ,I, Q H-20 LOADING. SETTING RI CATCH BASINS AND MANHOLE STRUCTURES SHALL BE ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS NEEDED FOR MINOR ADJUSTMENTS TO AVOID CONSULTANT 1 i y (1)--6'DIA,x a'-B'HIGH PRECAST CONCRETE CONFLICTS WITH UNDERGROUND UTILITIES OR OTHER STRUCTURES. 'THE GRATE OR LEACHING PITS H-20 LOADING MANHOLE COVER SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT \ 151 WITH 1.0 FT OF STONE AT OUTSIDE PERIMETER \s�'p, \` J318 3so > I' RIM AT COVER-73.505/SET TO FINISH GRADE WITH STEPS INSIDE THE STRUCTURE. \ \ \ `2 _ ].OS MAXIMUM SLOPE S'];'J`, ` 1,7 \ \Ff\ �\ \ ALL OIRECnONS FOR HC 'L'4- `,\� 1' - (FRAME&COVER) - \ 5 \0.' .. 3.4 SPACES AND AISLES f '1 TOP OF STRUCTURE&STONE-72.10 9. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORM WATER TOP IN.=70.10 1P_p1 '•}yam I ; MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC DISPOSAL AREAS AND ( BOTTOM OF STRUCTURE=67.43 I' $ o , BOTTOM of sroNE=ss.9} HAZARDOUS STORAGE TANKS/FACILITIES. 10 FEET MINIMUM SEPARATION SHALL BE. v " ,,; SEE DETAIL 1408.ALL WORK AND INSTALunoN MAINTAINED BETWEEN ALL STORM WATER MANAGEMENT INFILTRATION FACILITIES AND 71.1 'ti U%1 SHALL BE IN ACCORDANCE WITH MANUFACTURERS 3RD -�` SPECIFICATIONS SANITARY SEWER/SEPTIC LINES, MANHOLES AND TANKS. \I--. R1.INV. S:, , - - - PREPARED FOR: r, (y4� - 1.50 10.'CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION RATE \ \'/ //// 38 I II .AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT I C-s / OF CONSTRUCTION (ASSUMED 8.27 INCHES/HR. INFILTRATION RATE). IF RATE VARIES Cotuit Center For The Arts c_3.56 FROM ASSUMPTION OR GROUNDWATER.IS PRESENT, SYSTEM MAY HAVE TO BE 4404 Falmouth.Road ,r' I \� % REDESIGNED AS DETERMINED BY THE ENGINEER. ANY MATERIALS ORDERED OR a - ..CONSTRUCTION COMMENCED PRIOR TO THIS OCCURRING iS AT THE CONTRACTORS OWN Cotuit,MA 02635 RISK. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE.LEACHING.SYSTEMS/FACILITIES AND REPLACED WITH I J1 T / $ / ,''J BENCHMARK SAND BORROW PER.MHD M.1.04.0 TYPE B. \ /`�� TI /` \ ]GRAIN CATCHBA5IN /v TZ ' i ,,_. EL 71.113-(NAVD68) / ;; �$, _ \\ fqo 1 1. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR PROJECT TITLE `JJn 9a 4 �•'' ``,\ / WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL. CPP PIPE USE SHALL BE ' \_-'- -,\ �' x ,] .sj \// J Y-' ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24-. BACK FILLING CPP Ceramic Studio j / / \`' %` >"^'•.� \ �''�`)` '] WYE - \ `P \' dRod ED SILT SACK MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE - 3. i'/ `°� 4418 Falmouth Road X \ \ :::/ \ EXERCISED (SEE ADS PRODUCT NOTE 3.115). ' \ x Cotuit, MA 02635 /,r ' ',1`�J 12.ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS. REFER TO w\� /J ARCHITECTURAL PLANS FOR ALL LOCATIONS OF DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE.-INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6" L" CPP AT 1.00%SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON THE PLAN. MINIMUM / TYPICAL COVER SHALL BE 2 FEET,.U.O.N. \�'/'-�I CJ' '.(" jl \`. '��`1 r `' - - 13. ALL RCP PIPE TO MEET CLASS N SPECIFICATIONS BI�.DQiO TOTAL AREA-t,8B W &\� INV a 34 \ i Yk 14. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE �- MANUFACTURER RECOMMENDATIONS. _ 'r ` `, 1 / ., / �1 h• \ 15. ALL GRADING WORK SHALL BE DONE INA WORKMANLIKE MANNER ACCOMPLISHED TO 1 I \\k I .INv=]B' EL.:..-15.34' \\ F` \\;, \\ n ' \ CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PON DING. WHERE.NOT \\ OTHERWISE NOTED OR DEFINED ON THE PLAN, ALL CUT AND FILL SHALL BE BLENDED -- i/ 1N_., ` " / \\\ TO,DAYLIGHT AT EXISTING GRADE WITH:A 3:1 SLOPE. l I` g ,\ I / - ' \\ THE CONTRACTOR SHALL NOTIFY THE ENGINEER..WITH ANY GRADE ISSUES OR QUESTIONS `�> \ `\ .W1.•�rACplry `"�' ` PRIOR TO PERFORMING THE FINISH GRADING WORK. - / (1)-6-DIA.X4'-g'HIGH PRECAST CONCRETE _i - r... l`( \ - t i ,\ YSpCHING PITS H-20\LOADING `` '� 0,. r+ •% °y ^ �' L 16. TYPICAL CURB REVEAL IS TO BE 6 INCHES (FOR VERTICAL FACE UNLESS WITH 1.0 FT OF STDF(C'WL..ODSSIpLI9ERIMETERlll ) ® NJ 4/21/1019 PER SITE PLAN RENEW COMMENTS. RIM AT COVER-73.50!/SEr TO FINISH GRADE - - '\ 1^ r��" i t+1 OTHERWISE NOTED BY TOP OF CURB (TOC) AND BOTTOM OF CURB (80C) ELEVATIONS. $ ^ C (FRAME&COVER) -_ - - v g 4. /% / �' WHERE THESE ARE NOTED THE CONTRACTOR SHALL REVIEW TO PROVIDE REQUIRED ® MJ /29/2019 EVERSWRCE COMMENTS E TOP of STRUCTURE.,&,ST�.NEe.721)B-- -- IN r611 A� '"f �.x REVEALS AND THEN PROPERLY TAPER THE CURB AND FINISH GRADE BACK TO THE - - INV IN.-70.10 WYE INv= \ '1 y / `g„.,., ' TYPICAL 6 INCH REVEAL. IF TOC OR 80C LABELS ARE NOT SHOWN, ALL SPOT DATE DESCRIPTION ,.. Bonau OF STRucTUNE-67.93 70.34 o / / .J J �,$ ELEVATIONS ARE BOTTOM OF CURB WHEN ADJACENT TO A CURB FACE. SHEET TITLE BOTTOM OF STONE=66.93 'L - nn // tt "� Vl�/ a SEE DETAIL 140/.ALL wnwc/.NO INSTALLATION \„),-F iL NSF `- Grading and SHALL BE IN ACCORDANCE WTry,M'�NUFACTURERS �'�, \ X / O /'r R y�� 17. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND X SPECIFICATIONS o x w / / c\ SILTATION AT ALL TIMES. JUST PRIOR TO COMPLETION, THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE STORM WATER �!_ r'L.�' '.L.:? RAP' i1 MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE .Drainage Plan .� X f�� X \\ /� /� �i°' /l j BASINS, FOREBAYS, ETC. AND THESE AREAS SHALL BE SHAPED TO FINAL CONTOURS i o n S , ,x AND ELEVATION PER THE PLANS. ALL REPAIRS SHALL BE MADE AS NECESSARY TO THE J r Q �\q4 L._ fir` SATISFACTION OF THE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, MULCH, SHEET NO - ( / J VEGETATION SEEDING. T' E G. ETC. -' ✓�.; SILT FENCE g ( X EJ r (SEE DETAIL.#Sol TYP.) ` (UMIT of WORK) 18- ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE CONSTRUCTION - C4.0. -Z jF'F PROCESS SHALL ENSURE ALL DEWATERING OCCURS THROUGH A PROPER DEWATERING o - lx/F y' �1 ,>)1`�f BASIN (STONE, FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS)PRIOR DATE: MARCH 21, 2019 9 - -- "``., !�/ TO DISCHARGE FROM THE SITE. 10 0 10 20 '' / D / 't'/ /��-) G SCALE IN FEET E / 71 ,' '"%5�f'1�0y / , �' c � FOR PERMIT ONLY.-NOT FOR CONSTRUCTION SCALE.1 10' j'�J, DRAWN BV:W CHECKED BV,MWE 5 JOB N O:2019-00.5 PILE:1019-005 GD. BAXTER NYE CONSTRUCTION SEQUENCE SWM SPECIFICATIONS INSPECTIONS L R>,y;E Y ING CHAMBER 1.INSTALL SILT FENCING/HAY BALES TO ESTABLISH THE LIMIT OF WORK AS SHOWN ON PLAN. ALL MATERIALS AND WORK SHALL BE IN ACCORDANCE WAM THE ON-SITE SOIL SHICHWAY STANDARD I.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH R �( 2.CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT POINTS OF EGRESS FROM THE SITE DURING GEOTECHNCALIONS SPECIFICATIONSR PORTS AS FOR HIGHWAYSAND AND HDSTHESPLANS CI HEREIN. WHEREOICONFLICTS OP NFORMATION ALL CHAMBERS(PLASTIC AND CONCRETE)SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH SHALNS IF A TH L REEVIEWED R ON LATNACPREACONSTRUCTCN MEETING OR RY INSPECTIONS. THESE OTHERMEANS. ✓' XTER NYE pQ CONSTRUCTION, APPLY TO MORE REs RECENT SHALL APPLY. ALL REFERENCES TO ASTM AND AASHTO SPECIFICATIONS THE MANUFACTURER'S RECOMMENDATIONS.GUIDELINES,AND REQUIREMENTS. THE RCONRA OR SHALL NOTIFY THE ENGINEER AT LEAST 2 DAYS AHEAD ENGINEERING « ECTIONS 3.DISCHARGES FROM DEWATERING OF EXCAVATIONS SHALL NOr BE.DIVERTED DIRECTLY INTO ANY WETLANDS PIPE CQNDuITS 2.AT A MINIMUM,ME FOLLOWING INSPECTONS WILL BE REQUIRED: OR EXISTING STORM DRAINS WITHOUT PRETREATMENT NA SETTUNG BASINS (BATE; THE CONTR CTOR MA R R PON B TO 0 MI INFORA.ATQN AND INTENT OF A.INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT UMIT OF SURVEYING ALL PIPES SHALL BE CIRCULAR IN CROSS SECTION. WORK PRIOR TO COMMENCING CONSTRUCTICH.THE SWM!FACILITIES AND SMAL RENEW IRIS INFORMATION W�11:TH N-IN R AS N D 0. B.BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT 4.INSTALL HAY BALE CHECK DAMS ALONG CENTER OF SWALES AT 100'O.C..AS NECESSARY. SITE PRFPARATON AND GRADING, (SWM)FACILITY. 5.CLEAR AND GRUB SITE WITHIN THE LIMIT OF WORK. POLYNYI-CHL ORIOF(PVC)PIP- C.AT COMPLETION OF INSTALLATION OF EACH SWN FACILITY PRIOR TO AREAS DESIGNATED FOR BORROW AREAS.EMBANKMENT,AND STRUCTURAL WORKS SHALL BE CLEARED. BACKFlLL. 6.CONSTRUCT'SWIM BASIN TO WITHIN 1 FT OF FINAL BOTTOM ELEVATION.BASIN TO BE USED AS SEDIMENT GRUBBED AND STRIPPED OF TOPSOIL. ALL TREES,AND SHARON,ROOTS AND OTHER OBJECTIONABLE ALL OF THE fg10W1NG CRITERIA SHALL APPLY FOR POLYVINYL CHLORIDE(PVC)PIPE: D.VERIFICATION OF FINAL TOPSOIL LAYER ANO THICKNESS INSTALLED. Registered Professional Engineers TRAP. MATERIAL SHALL BE REMOVED. CHANNEL BANKS AND SHARP BREAKS SHALL BE SLOPED TO NO STEEPER 9 9 MAN 1:1. - 1.MATERIALS-PVC PIPE SHALL BE PVC-1120 OR PVC-I220 CONFORMING TO ASM 0-1785 OR ASTM and Land Surveyors 7.ESTABUSH ROUGH SUB GRADES FOR PARKING LOT AND BUILDING PLATFORM. 0-2241. .AREAS TO BE COVERED R THE INFILTRATION ANDOTHER AREA,BASIN E RESERVOIR WALL BE CLEARED E ALL TREES, F.FINAL STABILIZATION AND'PLANTINGS PRIOR TO REMOVING ANY 8.PERFORM BUILDING AND SITE CONSTRUCTION.INSTALL BASE COURSE PAVING AS SOON AS PRACTICAL. BRUSH,LOGS,FENCES, RUBBISH AND OTHER OBJECTIONABLE MATERIAL UNLESS OTHERWISE DESIGNATED ON T.JOINTS AND'CONNECTIONS,TO ANT-SEEP COLLARS SHALL BE COMPLETELY WATERTIGHT SEDIMENT AND EROSION CONTROL DEVICES. 78 North Street - 3rd Floor THE PLANS. TREES,BRUSH AND STUMPS SHALL BE I CUT APPROXIMATELY LEVEL WITH THE GROUND SURFACE. _ -. Hyannis, Massachusetts 02601 IRMLY AND UNIFORMLY DED THROUGHOUT ' Y PER WEEK?AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL EVENTS AND A MINIMUM OF ONCE FOR DRY STRUCTIRETSHALLLA BE MANAGEMENT CLEARED. ALLPCLE RED ANDMUM OF A 50-FOOT GRUBBED MATERIAL SHALL BE DISPOSED OF AR UND THE OUTSIDE WHERE OING R ROCK OR SOFT,THE SHALL BE SPONGY ORFOTHER UNSTABLE SOIL IS ENCOUNTERED,ALL ITS ENTIRE MATERIAL SHALL BE 10.REMOVE SEDIMENT BUILDUP AT EROSION CoNTROL DEVICES AS NEEDED.REDISAND BELOW THE LIMITS OF THE DAM,BASIN AND RESERVOIR AS DIRECTED BY THE OWNER OR HIS REMOVED AND REPLACED WITH SUITABLE EARTH COMPACTED TO PROVIDE ADEQUATE SUPPORT. REPRESENTATIVE. AS-BUILTT S ( )' Phone - SOS 777-7502 TR IBUTE MATERIAL OVER SITE IN CONFORMANCE WITH EARTHWORK SPECIFICATIONS - - THE CONTRACTOR SHALL ENSURE ALL SWM AREAS WHICH ARE DESIGNED FOR INFILTRATION SHALL HAVE 4.BACKFILLING SHALL CONFORM TO'STRUCTURE BACKFILL'. CONTRACTOR WALL BE RESPONSIBLE FOR PREPARING AS-BUILT DRAWINGS FOX - (508) 771-7622 OF THE SWM SYSTEM(5),STAMPED BY A NA UCENSED PROFESSIONAL 11.ONCE ALL DRAINAGE STRUCTURES ARE INSTALLED,INSTALL FILTER FABRIC AND STONE OR HAY BALES THEIR EXISTING IR MANAGEMENT SUBSOIL CONDITIONS UNCHANGED AT THE HEREIN SPECIFIED ELEVATIONS FOR 5.OTHER DETAILS(ANT-SEEP COLLARS,VALVES.ETC.)SHALL BE AS SHOWN ON THE DRAWINGS. WWW.00Xter-nye.COfrl AROUND ALL NEW STRUCTURES AND MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE AND VEGETATION IS THE BE MINED,A MANAGEMENT FACILITY. THE INSTRUCTABE LAYER BELOW THE DESIGN ELEVATION SHALL JUDGMENT ER(PE)CERTIFYING THAT-TO THE BEST OF THEIR KNOW-EDGE, ESTABLISHED. ALL OUT FALLS SHALL BE STABILIZED WITH STONE PROTECTION AS REQUIRED. NOT BE MINED,ALTERED N AFFECTED FROM CONSTRUCTION IN ANY WAY. WITHIN BASIN FOOTPRINTS, JUDGMENT AND BELIEF,THE INSTALLED STORMIFICA MANAGEMENT 12.ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED NTH TOP SOIL,SEED AND MULCH OR BOTTOMS,AND NON-EMBANKMENT(NON-DAM)ICH COULD T UNSUITABLE OR LESS PERVIOUS MATERIAL CONCRETE DESIEN(EL ELEVATMEET(SIONS.' THE DESIGN DETAILS.SPECIFlCATONS,VOLUMES AND - CURLEX AS REQUIRED IF CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES FOR A PERIOD OF 14 DAYS OR SHALL BE PLACED OVER THESE LAYERS WHICH COULD AFFECT THE INFILTRATION OR RATE,UNLESS OTHERWISE CONCRETE SHALL MEET THE REQUIREMENTS OF MHDSS DESIGN ELEVATIONS.' SPECIFICALLY IDENTIFIED N THE ENGINEER. IF AREAS. FILL IS NEEDED FOR SWM SPECIFICATIONS BOTTOM GREATER. ALL SLOPES SHALL BE PERMANENTLY STABILIZED AS REQUIRED IMMEDIATELY UPON COMPLETION AND NON-EMBANKMENT(NON-DAM)SIDE SLOPE AREAS,THE FlLL SHALL MEET THEY COMPACTED. TED. OF ROCK RIPRAP ROCK RIPRAP SHALL MEET THE REQUIREMENTS OF MHDSS OF FINAL GRADING. NHD-SSHB M.1.04.0 TYPE B. FILL IN AREAS OF INFILTRATION SHALL NOT BE OVERLY COMPACTED. 13.PRO DE SII.T FFNCF FOR INFlI TRATnN RASN PROTECTION.INFlI MATnN ARFAS SHALLL BE PROTECTED INFILTRATION AREAS SHALL BE PROTECTED FROM EXCESSIVE CONSTRUCTION EQUIPMENT MOVEMENT AND THE RIPRAP SHALL BE PLACED TO THE REQUIRED THICKNESS IN ONE OPERATION. THE ROCK SHALL BE AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND SEDIMENT DURING CONSTRUCTION. UiM[NT/EKUiIUN KUNUFF$U AS IU PHLS'ERVE THE INFILTRATION CHARACTERISTICS. (Rom- nu.DAM DELIVERED AND PLACED IN MANNER THAT WILL INSURE THE RIPRAP IN PLACE SHALL BE REASONABLY EMBANKMENT$SHALL HAVE AN IMPERVIOUS CORE AS NOTED BELOW AND IN THE SWM DETAILS AND CROSS HOMOGENEOUS WITH THE LARGER ROCKS UNIFORMLY DISTRIBUTED AND FIRMLY IN CONTACT ONE TO ANOTHER 14.COMPLETE FINISH GRADING AND STABILIZATION OF SITE. PLACE FINAL PAVING COURSE. - SECTIONS). WITH THE SMALLER ROCKS FILLING THE VOIDS BETWEEN THE LARGER ROCKS. FILTER CLOTH SHALL BE - IF SMA FACILITIES AND SHALL REVIEW THIS INFORMATION WTH TH PLACED UNDER ALL RIPRAP AND SHALL MEET THE REQUIREMENTS OF MHDSS 15.REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES,DRAIN MANHOLES,PIPES AFTER COMPLETION OF TOPSOIL OR PLANTING MATERIAL REQUIRED FOR SEEDING,SOD OR VEGETATION GROWTH ON THE BASINPLANCONSTRUCTION. REMOVE AND REGRADE TEMPORARY BERMS.SWAES,CHECK DAMS.ETC. STABILIZE BOTTOM AND NON-EMBANKMENT SIDESLOPES.SHALL BE PLACED IN ONLY A FOUR 4 INCH SURFACE DEPTH PERFORATED PIPE FOR ENGTH TPF`WITHIN BASIN N UPSTREAM SIDE TOE OF OVERFLOW SLOPE,AND DISTURBED AREAS OF LOAMY SAND OR SANDY LOAM TOPSOIL(EXCESSIVE TOPSOIL SHALL NOT BE PLACED WHERE INFILTRATION NON-PERFORATED PIPE AS NEEDED TO EXTEND UNDER OVERFLOW WEIR TO OUTLET. - 16.CLEAN OUT ALL SEDIMENT FROM SWM BASIN AND OUTLET STRUCTURES REGRADE TO CONTOURS PER IS USED). THE OR SHALL NOT INHIBIT THE INFILTRATION RATE OF THE FACILITY. THE TOPSOIL SHALL EXTEND CLEANOUT PIPES TO SURFACE NTH VENTED CAPS AT TEES AND WYES - STAMP STAMP DESIGN. INSTALL FINAL CROSS SECTION MATERIALS IN STORMWATER MANAGEMENT BASIN.STABIU2E ALL - BE LESS THAN 5%CLAY CONTENT(AND c5S MATERIALS PASSING THE 12DO SIEVE),CORRECTED PH 5.5-6.51 ANY CLEANCUTS IN AREA SUBJECT TO VEHICULAR LOADING SHALL BE INSTALLED WITH CONCRETE COLLARS ` SLOPES AS REQUIRED. AND ORGANIC MATTER OF BETWEEN 1.5%TO 3R CARE OF WATER DURING CONSTRUCTION - 17.UPON ESTABUSHMENT OF PERMANENT GROUND COVER AND APPROVAL BY THE ENGINEER,REMOVE MAY THREE(3)INCHES OF HARDWOOD MULCH SHALL BE PLACED AROUND REQUIRED SHRUBS AND OTHER ALL WORK ON PERMANENT STRUCTURES SHALL BE CARRIED OUT IN AREAS FREE FROM WATER. THE BALES @ SILT FENCE. STABILIZE ALL AREAS WHERE HAYBALES WHERE REMOVED. SPECIFIED LANDSCAPE PLANTINGS.MULCH SHALL BE PLACED ACROSS THE BOTTOM OF BIO-RETENTION AREAS CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL TEMPORARY DIKES,LEVEES,COFFER DAMS.DRAINAGE IF SPECIFIED IN THE PLAN DETAILS. WHERE A PLANTING PLAN OR SCHEDULE IS NOT IDENTIFIED FOR THE CHANNELS,.AND STREAM DIVERSIONS NECESSARY TO PROTECT THE AREAS TO BE OCCUPIED BY THE • SWM FACILITIES.THEN THE BOTTOM AND SIDE SLOPES OF SWM BASINS AND BIORETENTON FACILITIES'SHALL PERMANENT WORKS, THE CONTRACTOR SHALL ALSO FURNISH,INSTALL.OPERATE AND MAINTAIN ALL BE STABILIZED AND SEEDED AS FOLLOWS: NECESSARY PUMPING AND OTHER EQUIPMENT RECUIRED FOR REMOVAL OF WATER FROM THE VARIOUS PARTS STABILIZED WITH'NEW ENGLAND CONSERVATION OF THE WORK AND FOR MAINTAINING THE EXCAVATIONS.FOUNDATION AND OTHER PARTS OF THE WORK FREE BOTTOM OF BASINS /FACILITES SHALL BE SEEDED AND FROM WATER AS REQUIRED OR DIRECTED BY THE ENGINEER FOR CONSTRUCTING EACH PART OF THE WORK. - OPERATION/MAINTENANCE PLAN AND WAL PEE SEED MIX' AFTER HAVING O THE THEIR PURPOSE,ALL TEMPORARY PROTECTIVE WORKS SHALL BE REMOVED OR LEVELED, -SIDE SLOPES SHALL IX SEEDED AND STABILIZED WITH'NEW ENGLAND EROSION AND GRADED TO THE EXTENT REQUIRED TO PREVENT OBSTRUCTION EIN ANY DEGREE WHATSOEVER OF THE CONTROL/RESTORATION SEED MIX'. - FLOW OF WATER TO ME SPILLWAY OR OUTLET WORKS AND SO AS NOT TO INTERFERE IN ANY WAY WITH THE -THE CONTRACTOR SHALL BE RESPONSIBLE'FOR REPAIRING EROSION,CLEANOUT OF SEDIMENT FROM OPERATION OR-.MAINTENANCE OF THE STRUCTURE. STREAM DIVERSIONS SHALL BE MAINTAINED UNTIL THE CONS U L T A N T - _ EROSION,AND RESEEDING AS NEEDED UNTIL FULL STABILIZATION1S ACHIEVED. THIS SHALL BE FULL FLOW CAN BE PASSED THROUGH TIE PERMANENT WORKS. THE REMOVAL OF WATER FROM THE - SHALL BE PERFORMED BY THLS2ERALS&NBAQMREQUIRED THROUGH TWO GRO'MNG SEASONS.. - "' REQUIRED EXCAVATIONS AND THE FOUNDATION SHALL BE ACCOMPLISHED IN A MANNER AND TO THE EXTENTIMS ARE COMPLETED AND A ' PUT INTO OPERATION - - THAT WALL MAINTAIN STABIUTY OF THE EXCAVATED SLOPES AND BOTTOM OF REQUIRED EXCAVATIONS AND NO OTHER MATERIALS UNLESS SPECIFICALLY IDENTIFIED AND REVIEWED BY THE.ENGINEER,SHALL BE PLACED' WILL ALLOW SATISFACTORY PERFORMANCE OF ALL CONSTRUCTION OPERATIONS. DURING THE PLACING AND 2.PERSONNEL ASSOCIATED WITH THE CONSTRUCTION Of THIS PROJECT SHALL BE INFORMED THAT ON THE BASIN BOTTOM. COMPACTNG OF MATERIAL IN REQUIRED EXCAVATIONS,THE WATER LEVEL AT THE LOCATIONS BEING REFILLED - SHALL BE MAINTAINED BELOW THE BOTTOM OF THE EXCAVATION AT SUCH LOCATIONS WHICH MAY REQUIRE THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION EARTH FlU FOR EuBpNKu NTc ON Y DRAINING THE WATER TO SUMPS FROM WHICH THE WATER SHALL BE PUMPED. - ACTIMTES.ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM EROSION OR SILTATION CONDITIONS MATERIAL-THE FILL MATERIAL SHALL BE TAKEN FROM APPROVED DESIGNATED BORROW AREAS. IT SHALL STABILIZATION ,,,. 3,INSPECTION AND MAINTENANCE.AS OUTJNED HEREIN.SHALL BE PERFORMED FOUR TIMES WITHIN BE FREE OF ROOTS.STUMPS,WOOD,RUBBISH,STONES GREATER THAN 6".FROZEN OR OTHER THE FIRST YEAR OF OPERATION. THENCE,INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED OBJECTIONABLE MATERIALS. FILL MATERIAL FOR THE CENTER OF THE DAM EMBANKMENT AND CUT OFF ALL BORROW AREAS SHALL BE GRADED TO PROMDE PROPER DRAINAGE AND EFT IN A SIGHTLY CONDITION. ON A SEMIANNUAL BASIS 2 TIMES A YR. AND AFTER ALL LARGE STORMS AN INSPECTION TRENCH WHICH ARE TO BE IMPERMEABLE SHALL CONFORM TO UNIFIED SOIL CLASSIFICATION C,SC.CH OR ALL EXPOSED SURFACES OF THE EMBANKMENT,SPILLWAY,SPOIL AND BORROW AREAS,AND 8ERMS SHALL BE ( ) CL CONSIDERATION MAY BE OVEN TO THE USE OF OTHER MATERIALS IN THE EMBANKMENT IF DESIGN AND STABILIZED BY.SEEDING,LINING,FERTILIZING AND MULCHING IN ACCORDANCE WITH MHDSS OR AS SHOWN ON CONSULTANT - REPORT SHALL BE MAINTAINED. _ CONSTRUCTION ARE SUPERVISED BY A GEOTECHNICAL ENGINEER. THE ACCOMPANYING DRAWINGS .4:ACCUMULATED DEBRIS IN FOREBAYS,STORMWATER INFILTRATION BASIN AND LEACHING BASINS PLACEMENT-AREAS ON WHICH FILL IS TO BE PLACED SMALL BE SCARIFIED PRIOR TO PLACEMENT OF FlLL EROSION AND SEDIMENT CONTROL SHALL BE REMOVED BEFORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED OF PROPERLY. - FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8 INCH THICK(BEFORE COMPACTION)LAYERS AND ARE TO BE CONTINUOUS OVER ME ENTIRE LENGTH OF THE FlLL THE MOST PERMEABLE BORROW MATERIAL SHALL CONSTRUCTION OPERATIONS WILL BE CARRIED OUT IN SUCH A MANNER THAT EROSION WILL BE CONTROLLED - _5.A VISUAL INSPECTION SHALL BE MADE AT ALL LEACHING BASINS.PIPES,FOREBAYS,STORMWATER BE PLACED IN THE DOWNSTREAM PORTIONS OF THE DAM EMBANKMENT. THE PRINCIPAL SPILLWAY MUST BE AND WATER AND AIR POLLUTION MINIMIZED. STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT .INFILTRATION BASIN AND DRAINAGE CHANNELS FOR THE ENTRE STORM DRAINAGE SYSTEM. THE INSTALLED CONCURRENTLY WITH FILL PLACEMENT AND NOT EXCAVATED INTO THE EMBANKMENT. WILL BE FOLLOWED. DETAL EROSION AND SEDIMENT CONTROL MEASURES TO BE EMPLOYED DURING THE GE ERAL CONDITION OF THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS CONSTRUCTION PROCESS SHALL BE IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL PLAN HEREIN AND ` -SHALL BE REMOVED. ME CONDITION OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF COMPACTION-THE MOVEMENT OF THE HAULING AND SPREADING EQUIPMENT OVER THE EMBANKMENT FILL GENERALLY ACCEPTED PRACTICES 'THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT.DELETERIOUS MATERIALS SHALL SHALL BE CONTROLLED SO THAT THE ENTIRE SURFACE OF EACH LIFT SHALL BE TRAVERSED BY NOT LESS -BE REMOVED FROM THESE STRUCTURES AND THE DRAINAGE CHANNELS IN ORDER FOR ME SYSTEM MAN ONE TREAD TRACK OF ME EQUIPMENT OR COMPACTION SHALL BE ACHIEVED BY A MINIMUM OF FOUR STORMWATER MANAGEMENT FACIUTES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL TINES. 'TO FUNCTION PROPERLY. COMPETE PASSES OF A SHEEPSFOOT,RUBBER TIRED OR VIBRATORY ROLLER(COMPACTION OF 95% JUST PRIOR TO COMPETON,THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE STORM WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE PREPARED FOR STANDARD PROCTOR SHALL BE ACHIEVED). FILL MATERIAL SHALL CONTAIN SUFFICIENT MOISTURE SUCH THAT 6.ALL OUTLETS,DRAINING CHANNELS.AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION BASINS,fOREBAYS,ETC.AND THESE AREAS SHALL BE SHAPED TO FINAL CONTOURS AND ELEVATION _ ME REQUIRED DEGREE OF COMPACTION`THAT T OBTAINED WITH THE EQUIPMENT USED. ME FILL MATERIAL • ♦ ♦ h '+SHALL BE REPAIRED IMMEDIATELY. .SHALL CONTAIN SUFFICIENT MOISTURE 50 MAT IF FORMED INTO A BALL TT WILL NOT CRUMBLE YET NOT BE THE PLANS.ALL REPAIRS SHALL BE MADE A5.NECESSARY TO THE SATISFACTION OF THE ENGINEER PRIOR TO COtUIt Center For The Arts SO WET THAT WATER CAN BE SQUEEZED OUT. PLACING FINAL TOPSOIL,MULCH,VEGETATION,SEEDING,ETC. I, ,,R'D ACCUMULATED SEDIMENT SHALL BE REMOVED E OUTLET SHA BASIN BEFORE IT EXCEEDS 1'IN ,R404 Falmouth Road , DEPTH, F AT LEAST ONCE EVERY 5 YEARS. THE OUTLET SHALL BE CLEANED AND INSPECTED FOR p MINIMUM REQUIRED DENSITY SHALL NOT BE LESS MAN 95%OF MAXIMUM DRY DENSITY WITH A MOISTURE Y f\ PROPER FUNCTIONING, ALL SHALL ORAI DELETERIOUS MATERIAL SHALL BE REMOVED FROM OUTLET CONTENT WITHIN 222 OF OPTIMUM. EACH LAYER OF FILL SHALL BE COMPACTED AS NECESSARY TO OBTAIN " STRUCTURE. BASIN SLOPES SHALL BE MAINTAINED WITH A GRASS STAND L AT LEAST 3'. GRASS „ ,- THAT DENSITY,AND IS TO BE TESTED AND CERTIFIED BY A GEOTECHNICAL ENGINEER AT THE TIME OF COtUIt,MA 02635 SHALL.BE MOWED AT LEAST TWICE A YEAR AND CLIPPINGS SHALL NOT BE LEFT IN BASIN, ANY CONSTRUCTION. ALL COMPACTION IS TO BE DETERMINED BY AASHTO METHOD T-99. ,. TREES OR OTHER WOODY VEGETATION GROWING IN EMBANKMENTS OR NEAR CONTROL STRUCTURE SHALL BE REMOVED. - - CUT OFF TRENCH-THE CUTOFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATERIAL ALONG OR 8.THE FOLLOWNG MINIMUM INFORMATION SHALL"8E RECORDED: _ PARALLEL TO THE CENTERLINE OF THE EMBANKMENT AS SHOWN ON THE PLANS. THE BOTTOM WIDTH OF THE - •DATE OF INSPECTION '' .TRENCH SHALL BE GOVERNED BY THE EQUIPMENT USED FOR EXCAVATION.WITH THE MINIMUM WIDTH BEING •GENERAL CONDITION OF THE ENTIRE SYSTEM FOUR FEET. THE DEPTH SHALL BE AT LEAST FOUR FEET BELOW EXISTING GRADE OR AS SHOWN ON THE . PLANS. THE SIDE SLOPES OF THE TRENCH SHALL BE 1 TO 1 OR FLATTER. THE BACKFlLL SHALL BE •CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN COMPACTED NTH CONSTRUCTION EQUIPMENT,ROLLERS,OR HAND TAMPERS TO ASSURE MAXIMUM DENSITY - PERFORMED. AND MINIMUM PERMEABILITY. •A COPY OF MESS INSPECTION REPORTS SHALL BE FURNISHED TO ME PUNNING BOARD L PROJECT TITLE UPON REQUEST. SMDCMRE BACKFlLL BACKFlLL ADJACENT TO PIPES OR STRUCTURES SHALL BE OF THE TYPE AND QUAUTY CONFORMING TO THAT Ceramic Studiol••� SPEGFIED FOR THE ADJOINING FILL MATERIAL. THE FILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO 44�V FaImOUth Road EXCEED FOUR INCHES IN THICKNESS AND COMPACTED BY HAND TAMPERS OR OTHER MANUALLY DIRECTED COMPACTION EQUIPMENT. THE MATERIAL NEEDS TO FILL COMPLETELY ALL SPACES UNDER AND ADJACENT TO THE PIPE. AT NO TIME DURING THE BACKFILUNG OPERATIONS SHALL DRIVEN EQUIPMENT BE ALLOWED OVER COtEIIt,..MA 02635 OR WITHIN 4 FEET OF A CONCRETE STRUCTURE OR PIPE,UNLESS MERE IS A COMPACTED FILL OF 24'OR - GREATER OVER THE STRUCTURE OR PIPE. - NOTES' ROCK RIPRAP SHALL MEET ME REQUIREMENTS OF MHDSS 8 1.STUMPS FROM THE CLEARING OPERATION SHALL BE REMOVED FROM SITE AND DISPOSED THE RIPRAP SMALL BE PLACED TO THE REQUIRED THICKNESS IN ONE OPERATION. THE ROCK SHALL BE ' S- OF IN A LEGAL MANNER. - DELIVERED AND PLACED IN A MANNER THAT WILL INSURE THAT THE RIPRAP IN.PLACE SHALL BE REASONABLY HOMOGENEOUS NTH THE LARGER ROCKS UNIFORMLY DISTRIBUTED AND FIRMLY IN CONTACT ONE 2.DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TO ANOTHER WITH THE SMALLER ROCKS FILLING ME VOIDS BETWEEN THE LARGER ROCKS. FILTER CLOTH TRANSPORT BEYOND THE LIMIT OF WORK. SHALL BE PLACED UNDER ALL RIPRAP AND SHALL MEET THE REQUIREMENTS OF MHDSS 3.DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION,OR APPROVED e Pi ALTERNATIVE,TO CONTROL THE DUST. a ' E ® MU /22/2019 PER SIZE PUN RENEW COMMENTS 0 MJ /29/1019 EVERSWRCE COMMENTS a ❑ATE DESCRIPTION SHEET TITLE Grading and Drainage Notes SHEET NO C4.1 0 A T E,:MARCH 21, 2019 o 10 0 10 20 's 0 SCALE IN FEET G - SCAL E:1"= 10' FOR PERMIT ONLY-NOT FOR CONSTRUCTION DRAWN BY:M OHEC KEO Bv:MWE G JOB N O:20I9-005 FILE:2019-005 GD.E 24-CIA.C.I.FRAME A:SOLID GOVER, 45 CPP ELBOW BAXTER NYE MARKED'DRAIN.TO BE PROVIDED AND SET TO FINISH GRADE AS SHOWN ON PLAN FOR MAINTENANCE ACCESS, ENGINEERING (M•pWLL L�ro dRApO TYPICAL.UNLESS OTHERWISE NOTED. - �@ ® DESIGN FOR H2O LOADING.LEBAROM LKIIO TYPE (MASS STANDARD)OR APPROVE.EQUAL' roa �. SURVEYING- '. ° rnra[aul CPP PIPE pP O e 1 wAR AS CPP PD>E - andRegistered Professional rofessi nal Engineers an Y a P, p m m o a to m O 6 1•a pia s°.a enomma,6 conoale CL 99 a ,1._ epa�a aba ag4B,q�'.y B g �:'. D m m _ s o m atac'1'Am�Y�1`A9", R6'R� a a�;'d Js• G pe°: '� •:•�aa a BUTTON.WILL i _rasa �a'' ,/•-„A,,,,x.,,Rm / YWLEs LOAM a<SE 78 North Street - 3rd Floor _ a s•• I,m,�n ../ 2• J•-0- 2• a•-o- Hyannis, Massachusetts 02607 $ _ _ of o omRo o D R TO la DmYasPour AND aoWxsp.ur moT BY ( 'I eroA9lem�mu ARGfRECT-SEE OErAIlS BY �,T J m o 0 o m D IaN a EaN oea s 9MmT —ITECT d6 AT w LON MOD. - 1'-0• I�_,,." Phone- (508) 771-7502 m°o D .W.Y.Mm. p •' DOWHsrour LounoHs. Fax - (508) 777-7622 y &�a m m A.o• as Aa a...pea a '�. www.boxier-nye.com RN15HE0 ORAOE DMNUfILiURERS STANDARD iPAN6ITIOML COOKING PFC TO CPP COMPACTE w TO ACCEPT DOANSPoUT.REFER i0 ARCHECIURAL PLANS FOR ' e SUBGRA MTIR�/OOWN6POLR BOOT ABOsE CRAOE To MTCH BUILDING x 4'LOAM A SEED v - NSPRIT K SUBSURFACE LEACmall CHAMBER(T'P)-PLAN VIEW AN 4.�mA CPP P Pr;AI. . AR PEA n THE WYs R ENLARGED 45'CPP WYE .p PEIxm I9O CPP EIBOY acao pA ImmMOT.. BE TO 1ALL InILTRAT&E 91BORAOE 9H�NL1 BE YAKTNIEOroxEGIi a RLLmiSA EOpAI(TIN) m F:PPE6 WL I�YIN U AmAOR 6TArt 9Em1cATld6 AaA CPP PIPE 4B CPP . uAlE9u GHALL SPCA wDm-591Bu1 M.a TYPE •E ATLL u [RUE a NA 9Uu BF 4T p rvLL umT.a®xou�rotq FOO1wG ' AN""i[a vaT mm"`io mlWiOirurt°�aml:¢:pre'roi�c i�rz�iH.w i=oe•.M' pp PINE STAMP STAMP _ F—Rlul ff IxnAUEp PER KAxlsAcnAE1a attnYxpATDWs PRO{TE �� NOBS: Sls6UFiFACE LFACF@10 CHAI930 MTs1.MO.e'PIPE DIAMETER(SEE—1 FOR PPE—3. - - 140-0 LG 1 ROOF DRAW N.T.S. _- I PAVED SWALE HT.s. l O 1 WATO OUALITY SCALE IJx DETAIL" - - - 1y - •DETAIL. DETAIL - : - - 7777— - CONSULTANT a - o Cr- Flow NT.CORRECTED / \ CONSULTANT - TOP PLAN NEW L`1� SECTION A-A SURFACE DEPTH 11Y SAND%t —1 Got ' FG PARKING AREA IN. ' SANDY LOAM TEXTURE —1 LE UESS MAN Si a< umrt m'smr[ GRAY CONTERECTED PH.—S.AND 2 . - F'--7/ORGANIC PATTER OF BETWEEN—TO A EXISTING GRADE ------ INA D:T TOPSOL SHALL HAVE ux - Jd RLIRATION RATE OF 24 N/NR. 2J 24.1 m^2 mar L— % /./J 3 \ - A 6•(- �\ PREPARED FOR' - p[, ,R e ELEVATION Cotuit Center For The Arts " 1°'`^R'0°°R F°"•'PROFILE VIEW t.0'-Y k- SPECIFICATIONS 4404 Falmouth Road ` TES SHARD SMALL RE]INCHED BANDY TO WM] - 1.rte grope an ea a (sr—mpX xa a:m if—ad COtLllt, MA 02635 IN OF HARDWOOD YULCN ARCHED KANTNGS AS NEEDED. wvibSle)aw MSM vz v.2 or O WPLiRAIIBIE SUBGRADE SNALL BE .-NED. F FILL 6 2.iNv^9crallonolMtM1 a p.hi er"'24ts NEEDED FOR SUBGRAOE BELOW ME BASIN BOTTOM.FILL Aw�� A. _ aC9ea.aw mimum treat M1ei9M11 e1ixG. incM1ee anE ae minimum AERIAL SHALL BE PER YHD-SSHB 1.04.0 TYPE fl A °N a wal r m aef 12 in nSeeLa en9Nemi;imu�v ev)a structure a a tar repairs m da i,i9 5.0 �I Ea a depL sEGnaNwnM°'M1wa:ww'�'.s _one-M1mi IINNv pngi,nal tnei9nt el uv ctracwra. G.AN_rol FILL cPFnF MALL. PROJECT T I T L E n STORMI4ATEA MLTRATKIIJ SASH DEFA6. N.i.S FILL REOUIREO SMALL BECOMPACTED TO APPROPRIATE DENSITIES. /� J ' 116_A, 2.GEOTEXTRE SHALL BE PROTECTED MOM PUNCHING.CInTING.OR TEARING. ANY Ceramic Studio DETAIL ONAUS SHALL BE REPAIRED BY OVERLAYING ANOTHER PIECE.Or FABRIC OVER THE p DAMAGED PORTION WITH A YIN OF 12-OVERLAP OR COMPLETELY REPLACING FABRIC. 4418 Falmouth Road J.THE STONE SHALL BE PLACED SO I IT BLENDS IN WITH THE SURROUNDING - GROUND fIUPORTAUT�IF THE STONE IS PLACE.TOO HIGH ME FLOW WILL BE FORCED /+ • - .• OUTSIDE.OF ME CHANNELCAUSING EROSION]. - ^ COtult, MA 02635 Q STONE CHANNEL PROTECTION N.T.S. ' ° ' STONE CHECK DAM Nu. - eel CErA1L aze DETAIL ._ - 5 8 SLOPE TOWARD ^ —SETTUNG AREA J _ EX.SLOPE 4'LDAU a SEm E o' Rap,SLOP J _—III—IIEd I 1E1 I EEI . 4'SANDY TOPSOIL —III—III—III— ME SETTLING AREA SOESLOPES AND BOTTOM bqE _ 9fALL BE STABRASSL MIXTURES ESODESCRBED BELOW - ® MJ 4/22/2019 PER SITE PLAN RENEW COMMENTS j IF FILL IS NEEDED FOR SUBGRAOE,IT 4 PERTDYAIERIMYND Nn I S LTR MEOPBE SHE, TYPEm I MJ /29/2019 EVERSOLRCE COMMENTS SLOPES OF FORERAY ((DI T RATIBLE SU GGRADE A.BE SUBGRADE '-6'RPRAP S—PROTECTION DATE DESCRIPTION . (6D Las MIN„12e Les A.) N A WARY SEASON GRASS MIX INCLUDING BUT HOT LIMITED TO 6'OF 2'CRUSHED STONE 6'CONCRETE]DOD PSI TYPE H CEMENT .SHEET TITLE _ UTRE BLUESTEY(SCHIZACHYPoUM SCOPARIUM) uA.-.Y SMUMP - - C SO BLUEST ((ANINY MRGCON GEII) NOTES Stormwater Details CREEPING BLUEST" ED FESCUE CA RUBII) CREEKNG RED FESCUE(FESTUCA RUBRA) - v INOANGRA55(S[AdASIRUY NUTANS) AND SET RItST LAYER OF RPRAP INTO CONCRETE. • . d NRmNIA WILD-RYE(ELnUS NRONICUS) 2. NANO PLACE UM—NG RIPRAP AFTER CONCRETE HAS SET AND dBK oALL SEEDING SHALL BE SOWN BY HAND OR WITH A SMALL MECHANICAL SPREADER AS DIRECTED BY ME MANUFACTURER ALONG WTH SMALLFA STONES ME SLOPES OF ME BASIN AND FOREBAY FROM APPROXIMATELY ELEVATION 39 UP TO ME UMIT OF WORN UNE. ME AREA SHEET NO SHALL BE UGHTLYAN RAKED AFTER SEEDING TO ENSURE SEED CONTACT WITHE ME AS R SEE.YID SMALL BE LANDSCAPER. IMMEDIATELY ��■� S AFTER SOWING AND DAILY IN ME MORNING UNTIL IT BECOMES ESTABLISHED OR AS RECOMMENDED .ME LANDSCAPER. 8 RESEEDING OF ME SETTLING AREA MAY BE REQUIRED AFTER ME FIRST YEAR TO ENSURE ME AREA BECOMES ESTABLISHED. - OTE:FLOW TO STORMWATER MANAGEMENT AREA SHALL BE MONITORED AS RECOMMENDED BY ME WETLAND SCIENTIST SO ME DATE: MARCH 21, 2O1 B SEEDING CAN BECOME ESTABLISHED.RESEED DUE TO WASHING AS NECESSARY TO ACHIEVE OR COMPLETELY STABILIZED SURFACE O �� 10 O 10 - 20 FOR®AY DETAIL S 11e t'ErA1L x.Ts - � - SCALE IN FEET G- 1 OV@iFLOW WW SWALE SECTION YTS S C A L E;1^= 10• ns C>Er'AIL FOR PERMIT ONLY-NOT FOR CONSTRUCTION DRAIN" BY:M) CHECKED Y:.WE 7- J O 8 N O:2019-00.5 F L L E:2019-°0.5 GD. O BAXTE -NYE NOTES- , )'\'.((.IN 1•..R°8,1+'d Cy:& S(7,..15ti".Y1N:0 1 CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-888 DIG SAFE)AND URUTY COMPANIES TO LOCATE ALL EXISTING UTILITIES.AT LEAST 72 IV HOURS PRIOR TO ME START OF CONSTRUCTION THE CONTRACTOR SHALL DETERMINE ME EXACT LOCATION,BOTH HORIZONTALLY AND VERTICALLY,OF ALLEXISTING gAXTER NYE G UNDERGROUND LINES RE SHIOWN ITIES N EAPPRO%MATE ME START OWAY"ONL�YY.MAY MOT ORK. HE °BEnLIMITED TOON OF STIiOSE SHOWN HEREIN TINVANDMHAVES. NOT BEEN NOEPENDENRY VERIFIIED BYTS D THE / OWNER,ME ENGINEER,OR ITS REPRESENTATIVE.THE CONTRACTOR AGREES TO BE.FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE ENGINEERING r�X ' NG N OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS.INFRASTRUCTURE AND UTILITIES EXACTLY.IF ELEVATION INFORMATION DIFFERS FROM PLAN NFORMATION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS.VERIFY IN FIELD.THE /Y � �/ LOCATION AND INVERTS OF WATER,ELECTRIC.GAS.TELEPHONE&DATA/COMM AND RELOCATE IF CONFUCTING NTH PROPOSED INVERTS PER THE ENGINEERS SURVEYING DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS,INFRASTRUCTURE AND UTILITIES AS REQUIRED. 2.12'MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. _ O 3.A MINIMUM TO HORIZONTAL CATE SEPARATION SHALL ER MAINTAINED BETWEEN WATER AND SEWER LINES.WHERE WATER ONES CROSS SEWER LINES.THE / 0 SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF I BELOW THE WATER LINE.THE SEWER LINE JOINTS SHALL BE LOCATED Registered Professional Engineers EQUIDISTANT AND . FAR AWAY FROM THE WADER LINE AS POSSIBLE.WHEN G L CATION SHALL TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION AS and Land Surveyors // O "LD V' " STIPULATED ABOVE.BOTH E WATER LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED I�' - DUCTILE IRON PIPE FOR ONE FULL 20'PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPE ARE WATERT E LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE.BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY 78 North Street - 3rd Floor Hyannis,Massachusetts 02601 4.ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES.REGULATIONS AND SPECIFICATIONS OF COTUIT WATER DEPARTMENT AS AMENDED TO PRESENT.DIVISION HAS AUTHORITY TO AMEND PLANS.IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD PhoneI O SHALL APPLY.ME WRITTEN SPECIFICATIONS OF THE DENNIS WATER DEPARTMENT ARE HEREBY INCLUDED BY REFERENCE.IT SHALL BE THE CONTRACTORS - (SOS) 771-7502 RESPONSIBILITY TO OBTAIN,UNDERSTAND AND FOLLOW ME WATER DEPARTMENT REQUIREMENTS FOX- (508) 771-7622 I z 5.WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52,U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY, WWW.bOXter-nye.com � LU N o N AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT AND APPLICABLE.ANNA SPECIFICATIONS.DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC LINE S I bC M _`CL� V, U.O.N.,TO DIVISION SPECIFICATIONS SLEEVED WHERE REQUIRED. - - I \° 6.GATE VALVES SHALL BE ER ONLY. IRON BODY,BRONZE MOUNTED,DOUBLE DISC,WITH TWO INCH OPERATING NUT NTH MECHANICAL JOINT HUBS GATE VALVES SHALL CONFORMRM IN IN EVERY RESPECT TO ALL APPLICABLE ANN/A STANDARDS. VALVES SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. ' O.+b t - - 7.VALVES SHALL ALSO CONFORM TO ME SPECIFICATIONS OF ME ANNA AS-TO-SIZE STEM,.PITCH OF THREAD,GASKET SEATING AREA SHALL BE.FULLY _ MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER ANNA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WT H'0'RINGS. ME DESIGN OF - V 0.1.pipt.isj; THE VALVE SMALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED NTH NEW'0'RINGS WHILE ME VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. Q 3 IR VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE CAST WITH IRON,TAR COATED.SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER CASTT IRONRONCOVERS. '�. 9.TYPICAL COVER OVER WATER LINE SHALL BE 5'.IF LESS MAN 4'OF COVER IS PROVIDED,INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE • T `' _ _ WITH DETAIL/205 OR EQUAL - - STAMP. STAMP W d , 10.WATERLINE INSTALLATION REQUIRES TIE ROO RESTRAINED JOINTS TO BE USED AT ALL BENDS,ENDS OF LINE.VALVES AND FIRE HYDRANTS,PER WATER SUPPLY DIVISION REQUIREMENTS.RESTRAINED JOINTS TO BE INSTALLED PER TOWN OF DENNIS WATER DISTRICT.REQUIREMENTS. .INSPECTION PORT - 11.IF RESTRAINED JOINTS CAN'T BE USED DUE TO PHYSICAL CONSTRAINTS.ONLY AS SPECIFICALLY APPROVED BY ME WATER DEPARTMENT,THRUST PER DETAIL/252 '/ \ BLOCKS TO BE INSTALLED AT ALL BENDS.ENDS OF LINE,VALVES AND FIRE HYDRANTS IN ACCORDANCE DETAIL#301.CONCRETE THRUST BLOCKS AS (8'FROM 0.TO 0.) \ O" y REQUIRED.CONCRETE SHALL BE 1 PART CEMENT TO 2 PARTS SAND AND 4 PARTS COARSE AGGREGATE.CONCRETE CLASS•C'WITH A 28 DAY COMPRESSION STRENGTH OF 20M PSI MINIMUM AGGREGATE SIZE OF 1-1/2'.THRUST BLOCKS SIZED PER SPECIFICATIONS.ALTERNATELY PRECAST THRUST Q ; - BLOCKS TO DIVISION SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST -C/ \ UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS.WHERE UNSUITABLE BEARING MATERIAL IS ENCOUNTERED,EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS 17' 0 12.COTUIT WATER DISTRICT APPROVED WATER SUBCONTRACTOR AND MIRD PARTY INSPECTOR REQUIRED.COST,OF THE INSPECTOR SHALL BE BORN BY ME CONTRACTOR/WATER SUBCONTRACTOR. S \q♦ \ CONSULTANT 13.GAS,ELECTRIC,DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR,WORK.EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE UTILITIES 2^4'a2'K27'LEACHING y \\,P\\ �P;\ \ O SHALL SMALL. WI BE OWNED AND PERFORMED BY ME CONTRACTOR. UTILITIES SHA BE INSTALLED WITH A MINIMUM COVER OF J FEET U.O.N.OR OTHERWISE TRENCHES WTH-.27 LF OF DIRECTED BY THE CONTROWNG UTILITY COMPANY.CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTILITY COMPANY. SCH 40 PERFORATED PIPE S \\ 14.POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL/C-832. WHERE A DESIGN BY ME UTILITY COMPANY OR - MEP ENGINEERS ARE PROVIDED THOSE SHALL SUPERCEDE 8C-832. \ �\ \ O_,. 15,ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL LIGHTING SHALL HAVE THE, 5 FOOT OVERDO.AS NEEDED \ \ \ '\ ) 12 LF-4'SOH FIXTURE HEIGHT SET AT 20'MAXIMUM HEIGHT ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE C00 COMMISSION M-95-001 SEE SEPTIC CONSTRUCTION \ r`..Y:: � 40 PVC •\ \, - . 'EXTERIOR LIGHTING DESIGN'. NOTE/5 ON SHEET C5.1: \� ,\ S// 06-1.0% _ ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SMALL BE SAW CUT, BACK RULING OF TRENCH SHALL CONSULTANT F{ INCLUDE 12'IN DEPTH PLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL MEN BE REPLACED IN KIND. 4 1F-4'SCH as-lox40 PVC 1,`"./!YI:T<,.FP i .+: O �,`. M SITE CONTRACTOR TO OWN ALL EXCAVATION,TRENCHING,@ REFER TO FOR ALL UTILITIES AND NSCBY OTHERS WORK INCIDENTAL F ME SCOPE OF ME PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS D-BOX H-20 iYM O+.L� � $ ' APPLICABLE. - (3-OUTL ACH 1+' - . 18.ALL WORK WITHIN MESS PLANS SHALL PERFORMED AND PROVIDED ME CONTRACTOR IN ACCORDANCE WITH ME CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. , - \ 19.ALL COVERS,CURB BOXES;GRATES,AND OTHER FINISH SURFACES SHALL BE RESET TO ME NEW FINISH GRADE ' 1,500 GALLON H-20 TWO r \ 1t LP 4 Sd!:M PVC PREPARED FOR COMPRTMENT SEPTIC TANK O-li'.r' S -21L4 r� y 20.ME FIRST 10 FEET FROM ME BUILDING FACE FOR STORM DRAIN.SEWER AND WATER PIPING SHALL FOLLOW ME PLUMBING CODE. THIS INCLUDES THE \ .;NV OUT 7i i0 '!\ \ FIRST 10 FT OF STORM GRAIN AND SERER PIPE TO BE CAST IRON MATERIAL REFER TO PLUMBING PLANS-BY OTHERS.AS APPLICABLE. - f.: r.� \\.\\` 21.WHERE UTIURES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SHALL OWN REMOVING PIPE AND APPURTENANCES.AS C,otul it Center For The Arts NEEDED WHERE THEY CONFLICT WITH PROPOSED WORK. .44Qy Falmouth Road EXISTING SEPTIC SYSTEM STALL BE •. PUMPED,REMOVED,AND PROPERLY '\ 'c '1 '/) DISPOSED BY CONTRACTOR �\ .I a \ '"\'. ,.@ WELD \ \ ` otult \ \ r V \ C MA 02635 \ \ \ i .� TP SFP PER c: `lY.i - !, 1 P"IECA AM kAjRliy M EXISTINGSER J ,, NEED TO BUILDING AS PROJECT TITLE EXISTING NEL KS TO RE10VID /� ', '`,f �� - Ceramic Studio OR NERIFlm EADv REuovmJ \ 8lldMB1O TOTAL MEA'�6908F: & \ L ,ems -. �' 8 4418 Falmouth Road - F ,„K �; Cotuit, MA 02635 O I r_. ,FIT .e c ' F Elt✓.:,r.:.34' � rw� /y EXISTING OH TO BE +-J/�\ �mr C. - ! OVED Ry J ^� \ ^ / PROPOSED TRANSFORMER A PR C OPOSED UNDERG 6IJN ECONDARY PR S TRAM FO E ON PRE CAS '` [,I` `.\ II M ® �' `''. CONCRETE TRANSFCRMER PAD PER ELECTRIC SER�CE'A ATA/COM,IN Qv q�' \ ' L, EVERIOURCE(COORDINATE THEEXACT SAME TRE ETAIL.0832A V'' f ' l f CA WPM UTILITY COMPANY) 1 T ! 14 JE LOCATION tt 5 /4� PROPOSED HAND HO \� UPGUYPROPOSED WW' PRIMARY ELECTRICUNDERGROUND 333 263 OPOSED NEW URUTY POLE WITH RISERS T\?` v \ _ ' Z Eg EVERSOURCE VERIFY EXISTING FUEL TANKS HAVE BEEN REMMR1OVID 1 .:,3n�w/ (,—!,SiAR .NCI>JRYYY E%ISTIN M IT T i/ : /f$ !!/ 4 - OHW TO BCE \10 £L 1 /' ,` / REMOVED '.� ,W ( \N _tl`Qv� 41 VI i FAA M , /� ® 4J 1/22/2019 PER SITE PLAN REIEW COMMENTS / m 4J J/29/2019 EVERSOURCE COMMENTS ' R PROPOSED TRANSFORMER _PLR A PRECAST CONCRETE I PROPOSED UNDERGROUND `P�yS o`0 14., DATE DESCRIPTION TRANSFORMER PAD PER SECONDARY ELECTRIC / - ^`� ' .`�y („4R,Ahu.i IP•.Y EVERSOURCE(COORDINA - SERVICE AND DATA/COM IN ` // SHEET TITLE c i THE EXACT LOCATION WITH SAME TRENCH.SEE DETAI4, '/ f , / /,'' OVERALL VIEW _ z lV \ UTILITY 832A W ..COMPANY e r y .. „ �^ 'r ` 20 0 20 40 \ `., nS'.i^Ui]9I PROPOSED '� �/ ' / f- "FM ' /� Utility Plan I / i r ` `. 1 `. HAND HOLD /(ti\` _/�... ..+?2F..2 \ PROPOSED / f UP SCALE IN FEET a \ +tl / / W`£ f:. r'l ZZ 264 1'= 20' \ EL=CRG1il1_AL......� ..�`, A J�Sh��\p0y ///w' r/�J C'\v` '/ C�v SHEET N O PROPOSED Y„%`,O / g6 i r 4 ��0 l UNDERGROUND ( S„� `�ay;.N r/ N11�� >t PRIMARY ELECIRI q'^y..., SERNC�t4L \. `3 fro. K O PR POSED NEW ''�^ "' 'DATE: MARCH 21 2019 UTILITY POLE WITH RISERS J P EVER)SOURCE 10 0 10. 20 SCALE IN FEET - 8 SCALE:1'= 10' f / i FOR PERMIT ONLY-NOT FOR CONSTRUCTION °RAW" BY:M °-E°KED BY:MWE JOB N O:2019-ODS F I L E:1019-005 Uf. E Om BAXTER NYE BAXTER NYE ENGINEERING & -{I SURVEYING TYPICAL SYSTE SCALE M PROFILE rW�CRAM 2'�- 8 9E LW7 38 WZNCHESCOhR NOTES. COMPACTED BAD,�. Eznuo9uc roPsoa - Registered Professional Engineers " 1.ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. - - Y uw uM DGUME wASNE -2- and.Land Surveyors STOW 1/8•ro 1/2.OVER APPROXIMATE TOP OF ��-'�� , 0151RWUTON LINE EFFECTIVE OEM 2' MNE 3/i FINISH BOOR-75..H a 4"PERrawim ro 1 I/2• 78 North Street - 3rd Floor SET ALL MANHOLE COVERS TO WITHIN 6- PCV SCH tl PROPOSED GRADE-74.1 OF FINISH GRADE. RISERS&COVERS SET WNNOLE FRAME Hyannis, Massachusetts D26D1 SMALL BE WATERTIGHT &COVE R TO WITHIN 6'OF FINISH GRADE. SEE PLAN VIEW FOR TRENCH LAYOUT B: 10YR 5/6;SANDY LOAM dsERs&ca+AM SHNL RE wNEFRwxr Phone'- (508) 771-7502 FINISHED .GRADE OVER TANK= 73.83 25-(ELEV 71.12) LEACHING TRENCH CROSS-SECTION(TYPICAU Fox- (508) 771-75 2 .FINISHED GRADE OVER D.BOX-73.6. NTS www.boxter-nye:com " TOP OF TANK 72 7 3•MIN. TOP OF D-BOY=]I.80 P SCH 40 wc. i. 12 LF(LONGEST LENGTH)-4- 27'�I . S=2.ODN(1.03 MIN A110WE)) 4•SCH 40 PVC .N 3 tf-4.5CH M P.0 oS=Y,Ox FIRST40 w0 D LEVEL PROPoSED nNLSHED GRADE OVER fEMNING =73.5 i0 73.0 OTJ OUT-7150 6- IN. (T ) - 2•LAYER 1/8•TO 1 2 ON INV IN-71.28 1 MIN ' g-MIN COVER(EXCLUDING TOPSOIL NV OUT=71.03 y TOP OF STONE-M.85 ) PVC PIPE.HYDRAULIC CENENT PVC.TEE(IA-MIN.) DN N=70.97 - A DOUBLE WASHED STONE Q &SEAL AROUND PIPE G >U P �ipgp WATEHIIGM-IYP.FOR ALL E, {aS GAS BAFFLE IIrJ=]OSS PF:P.FORIOLL I �..� S (J/4"W 1 1/2) r, GAS S BAFFLE � h9 6855 REINFORCED CONCRETE BAFFLE 6-CRUSHED F-STONE BASE 6'c.RLuxeD STONE BASE IN-7O.M EXISTING SOILS TO 6E ROAM TO ME T HORIZON' xx.x DISTR®UTION BOX 1H2O LOADM01 SEE NOTE/s ISJEEox - (.IN 5') . ROTONOO D13-9 OR EQUAL STAMP STAMP To or INSTALLED ON A LEVEL STARE BASE NO GROUNDWATER TO ELEV=X%.X 1 - - LLWO GALLON TWO-CONPA SEPTIC TANK(H2O LOADING) 9 BUTIETS REQUIRED 901E ABSORPTION SYSTEM(SAS) ACME-sIKREY srPctmu oR-DUAL - - LEACHNG TRENCH(TYPICAL)r0 BE INSTALLED ON A LEVEL STABIF RISE SEPTIC TANK TO BE INSPECTED&CLEANED ANNUALLY - MS uWID DEPTH IN SEPTIC TANK-r DEPTH OF OUTLET TEE BELOW FLOW LINE 4 FEET 14 INCHES 5 FEET 19 INCHES - 6 FEET 24 INCHES - ]FEET 29 INCHES ' 8 FEET - N INCHES - CONSULTANT CONSULTANT t TITLE V CONSTRUCTION NOTES- LEACHING AREA REQUIREMENTS 1.ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TIRE V OF THE STATE SANITARY CODE DATED SEPTEMBER 9,2016,AS NITROGEN LOADING LIMITATION; 330GPD/AC xO.809=266.8GPD AMENDED THROUGH THE DATE OF THIS PUN,&ANY LOCAL RULES& A DOS77NG SEPDC PERMIT 191-77 REGULATIONS APPLICABLE. 2 4:4S ISLANDS PLUS ONE SAY-SEP77C FZOW=75 - 2.ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE SOD_ LOGS DATE-04/04/2019 GPO PER ISLANDS,PLUS 12S CPO PER SERVICE ENGINEER.ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN BARNSTABLE _ DAY x1 84Y=775'GPD(GRANDFATHERED FZOW) PRIOR APPROVAL BY THE ENGINEER. - PREPARED F O R COMMERCIAL: COtUIt Center For,The Arts- SOIL EVALUATOR: BOARD OF HEALTH AGENT: L '25 PERSONS_ � r , STEVE MATSON. P.E. DAVID STANTON R.S z 10 GPD PERSON(THEATER) - 3.WHEN CONSTRUCTION IS COMPLETED,PRIOR TO BACKFILLING, NOTIFY THE 4404 Falmouth Road TEST PIT 1 "TEST PIT 2 TEST PIT 3 TEST PIT 4 TOTAL DESIGN FLOW 250 GPD(THIS IS REDUCTION IN FLOW)- BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. - GARBAGE GRINDER(NOT INCLUDED)=N/A - - COtWtI MA 02635 G.S.E. = 73.2 0- G.S.E. = 73.2 G.S.E. = 73.0 G.S.E. = 73.0 4.ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4-SCHEDULE 40 PVC. ' UNLESS OTHERWISE NOTED HEREIN. FILL; 10YR 2/1 ;GRAVEL -B; IOYR 5/6;SANDY LOAM FILL; 10YR 2/1 ;GRAVEL FILL; 10YR 2/1 GRAVEL FILL FILL FILL - - 5.EXCAVATE UNSUITABLE MATERIAL,TO THE-C HORIZON-•FOR A HORIZ. 12- ELEV 72.2 36- ELEV 70:2 12- ELEV 72.0 12- ELEV 72.0 PERC RATE= <5 MIN: /INCH (CLASS 1) - DISTANCE OF 5'SURROUNDING THE LEACHING FIELD.'ALSO EXCAVATE A 4 FT LTAR=0.74 GPD/S.F. DEEP TEST HOLE IN THE BOTTOM OF SAS TO VERIFY 4 FT OF NATURALLY B;IOYR 5/6;SANDY LOAM C; IOYR 5/8;MEDIUM/ B; IOYR 5/6;SANDY LOAM B; 10YR 5/6;SANDY LOAM MIN.-LEACHING AREA OF S.A.S.REQUIRED: OCCURING MATERIAL. IF ANY UNSUITABLE MATERIAL IS ENCOUNTERED REMOVE COARSE 25-(ELEV 71.12) 126-(ELEV 52.7) SAND 25-(ELEV 70.92) 25-(ELEV 70.92) 250 GPD/0.74 GPD/S.F. =338 S.F.MIN. AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP PROJECT TITLE ELEVATION OF THE SAS. C; IOYR 5/8;MEDIUM/ C; IOYR 5/8.MEDIUM/ C; tOYR 5/8;MEDIUM/ PROPOSED SYSTEM: - Ceramic Studio COARSE COARSE COARSE 2-2 z 2'z 27'TRENCHES - 6.INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' 4418 Falmouth Road 126"(ELEV 62.7) SAND 126-(ELEV 62.5) SAND 126'(ELEV 62.5) SAND - OF.COVER. COtUIt, MA 02635 SIDEWALL AREA:(2T+2')2 z 2'DEPTH x 2 232 SF NO WATER TO 126"(ELEV 73 NO WATER TO 126-(ELEV 62.7) NO WATER 70 126'(ELEV 62.5) NO WATER 70 1(EL(ELEV 62.5). BOTTOM AREA: l2T x ti x 2 = T08'SF 7.THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER PERC 0 53-(ELEV 6f1.73) PERC 0 53-(ELEV 68.56) TOTAL EFFECTIVE LEACHING AREA =340 SF - DISPOSALS., RATE=<2 MIN/IN - _ RATE= <2 MIN/IN SYSTEM DESIGN CAPACITY=340 SF z 0.74 GPD/SFS=251.6 GPD ' - CLA55 I SOIL CLASS I SOIL 8.CAUTION,THE CONTRACTOR SHALL CONTACT DIG SAFE(AT - SEPTIC TANK SIZING:FIRST COMPARTMENT=250 GPD z 2002=500 GAL 1-888-DIG-SAFE)AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, A SECOND COMPARTMENT=250.GPD x 7002-= 250 GAL AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION.THE CONTRACTOR (48 H AND 24 HR=500-+250=750 GAL) SHALL DETERMINE THE EXACT LOCATION,BOTH HORIZONTALLY AND VERTICALLY, R USE RAN GALLON TANK MIN OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK.THE.LOCATION I CERTIFY THAT IN JULY 2007,I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE - OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY D O EPARTMENT ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED ME I NLY,MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN NDEPENDENTLY VERIFIED BY THE OWNER OR ITS 'REPRESENTATIVE.THE CONSISTENT WITH THE REQUIRED TRAINING,EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 5.017. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE.OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE SIGNATURE DATE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PUN INFORMATION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS,VERIFY IN FIELD THE LOCATION/ INVERTS OF ELECTRIC,GAS,TELEPHONE&DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. - 9.THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. ® MJ 4/22/2019 PER SITE PUN RENEW COMMENTS S - FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY Q uJ ASS .19 EVERSOURCE COMMENTS E COMPANY. DATE I DESCR IPTION 10.A BLANKET EASEMENT SHALL BE ESTABLISHED OVER AND FOR THE SHEET TITLE - - - - COMMON SYSTEM.COMMON MAINTENANCE,OPERATION AND EASEMENT DOCUMENTS SHALL BE PREPARED AND RECORDED AT THE REGISTRARS OFFICE Septic System FOR OWNERSHIP OF THE COMMON SEPTIC SYSTEM. Profile & Details SHEET NO C5.1 . DATE: MARCH 21, 2019 o 9 "10 0 - 10 20 i G- - SCALE IN FEET SCALE:1-= 10' 9 FOR PERMIT ONLY-NOT FOR CONSTRUCTION °RAwN BY: CHECKED BY:MWE JOB NO'2019-005 F I L E:2.11005 UT. Om W.-D. SON 0 R.FRAR FADE Oi ,_]/.'B T2 GAVE--� o ... BAXTER_ NYE WRB WHEN RE ON FOR CAR GTIwNlN �/B . BOUT W/Hd xX1�D o — w ti, VERTICAL RECTANGLE E EEUYOMSFHEET ""�'� ..�s:1�31-F s,<'?v€`s ct `�;il:ft�"i'Yl'14t:i lDRBWFGE _ E BAXTER NYE ° ENGINEERING & WEIECTABIE APPRWED SHEET ETAL l o L '� 3 MS] iR,AFTTC SIGN FACE �y R • 9 $e .LENGTH AS REWIRED i o ^ x SURVEYING ��ggLLEE FORNH9'�HANDICAPPED (SEE LAYOUT PLAN) // 9'AC S�IA IONSCLUOE SEE'PIAN FOR PUCEYENT 12- SOWRE•SRU SUEPPORTS� LcJ € D „TAN APPROM ACE DETAIL) 2.612 D E-\ o • i \ NAM-ACCESSBIE• DICAPPED RAMP(BEE RAMP DETAILS) \ 'T,_9.. z,_O. c ,F IC \ . saD WGTE s1R x0 ro„REPAIR ° F ? Registered.Professional Engineers yµE \ eB.C. — FATCHIN , `A ND ro�� g= ° � r � and Land Surveyors G� \ Fad - .. BREAK-AYUr DETAIL 4 D O 5 B O A -n-�•- - - L WHITE PAINTED DSSTU ED AREAS OF E` } _ y'= N sroP uNE - LOAu/REED-SODO t' 78 North Street - 3rd Floor �EWAL' OR 1ANDSf RC - .-. Hyannis, Massachusetts 02601 D31W wA PAN HEAD A H nnis INE SCREW sml A e c 0 A.M. BUD.Li RR ALL I I =C,NI1r DIRE- a WASHERS ' � Phone - (508) 771-7502 S lrxlr ,r ,r s• s• +s Fox- (508) 771-7622 3G 4-WHITE PAINT FIHR �� o www.boxier-nye.com r BOTNE 1.CEMENT CONCRETE STRENGTH 7E ¢LANE LL RAu O 1111 wTx 1„E u.s Ax.I GOARD AEA Ac¢ssel.,GUm .ES e COu CMR RE UI OF M.NTSBAS CUF TS AY AMICTDED.ACCESS '� ro BE 3ODO PS AT 2B DAYS 521 CYF REDYREUENTS AS DIPFKNRT AuuENDEO. 0 2 THE uAxuuu AuawAHE FWI(sDEwALKR.)AHD-1 RAMP 2,PROMDE OwANHaN 4UTS AT NOTE: PAVEMENT MARKINGS TO BE INSTALLED INAUBE COxCPETF \\//\�• o VwnUu:vuri(I.v A(N 6iE GUTS WLO[D"RKIT nN-BPRE LOCATIONS SHOwN ON THE PLANS (IF ono .THE.A ALLO�ABIE SOPE OFSAOCE OJIE CURB PUTS ATE, OMMY tl�SMiOAL uWxTx6„FCM(UMIOUE CONOIMNS wv REWIRE �k A RAMPS Nc CURB (NO TDLERARCE) 'AL PR I5'-0•- B'-, a, IF, B'-B, I - - 5 RAMPS OF FEET CLEAR SHALL BE uANTARED AT ANT PR MDE BR n-x Imo- �Nw RURAL AREAL.ROAD SHOULDERS D AREAS WHERE �~ UTU ANENT GB TAC CESS BLE ROUTE(E..HYDRANTS, REC PERPENDCULAR TO E 0 o E OFPP R FIEpY tt POLES LLS SOUS.ETC) CURB nO ME BOTTOM OF DHE AREAS ro EAR "E NN! .. 1.BA M E;SEE PUNS FOa CURB TPE - - PARIBIALK OR AFROM fRB ME YH EVENT�, PANEL ATpCI1MFNT ' BASE 0 RAM A.BE GRADED LO PRENENT POND C. _ ANO 0,T R EDGE E BOTTOM OF THE SIGN i0 THE .•SWD WHITE E20 ML ET / 9CEwALJ o NEW EDGE 0 MMiE A ORE THAN 1.H B.ENnRE RAMP SHALL BE COxsnxucEO WT„CONCRETE - PAVEYOlr uARNINC(20 YL 11HICNNE55)TP.-/, u xCST R SNALL ECi MORE THAN♦xCHES " STAMP STAMP MO ME PEDESTRLW FACIl11YJT.. ACCESSIBLE CURB RAMP-TPE'A' xas. - Cl FIA4IDICAP PAfKVJG AID STANDARD STALL LAYOUT x.rs nxD*TTo EMCEED aCAP Nn ro 5ME roP OF ME SON)u OF THE SMx c_ ACCESS®LE PARIDIJO SIGN N.r.s c- PAINT®PAVEMENT MAPoCWO N.T.S.NTsr� TRAFFIC SIGN POST N.T.s m pErAIL +� �ET•AIL - .ED CETAIL. - TOz �ET'AIL ns DICTATE - . 10 1/2- - 4---•MMM • 2• ARI � HCON - _ m_ CONSULTANT -jULL WOT{_SLOPE ki AM -II SURFACE TUas TREA. T ES G.PA£YENi ' (TOP-COURSE) - 1 _� A• +SEE DETAIL I— au¢ 2• 2• um w xm�m u°F .. SLOPE TOC.TOP OF.WRB � B1TUMwD5 PLAN HEW o - VARIES- CONC.PAVEMENT �6 ! HJ SECTION Ia.FRON� PLAN OF DETECTABLE WARNING 3• (HNDEB COURSE) Bal=LH F+A Of BT - SURFACE I I. BW-Bon OF CURB A VARIES PER MANUF. ° 9 50, CONSULTANT 2 .' NOTE ACCESSIBLE RAMPS oaoBB°. .°. .° 4-(MIN.) PAYEUQIT ----- ':a -.---- ..� .'� •.. All CURB RAMPS WHERE PDURNG OF A SEPARATE ^- Oet' •- - i. ..L. ...:°i.. ...<+ ;;r .. INTEGRAL COLORED o°oo, 'oo•� o° •.4. o o 00 Bo P,4 _ . 2• SECTION OF-DOME STAMP- 9 CONCRETE IS REWIRED. '---- MIN UW nRe 0 .INSTALL SHEAR DOWELS 0 $ B $o, ,4 O° FOR ., �% - \\\ _L+A`SERA M.,DR T•_0- •-' - PATTERN IN SURFACE Y-O.O.C.AND NEYWAYS TO o�°0°°OO o° 4 0C9 Oe' ITER'ABRI MOUNTAHE BERM , PREVENT HEAMNG OF RAMPS - e d•^ o •�p°• B°O� e O PW 09.OIAb ° EI WITH ADJACENT 9DEWAlK OR O BOO oo8eo 4 O °OB°p0 1. CRUSHED STONE �� I PLAN NEW - - 02•NOC.O COO 235" O COxCREIE SURFACE O•�°o o •W O a 2.35'l0. �o ° O CROSS-SECTION a FNa9H . -'l-O 2 35" �� P1AN HiIA.Disi��xroR 1/a" PAKYENT �C O O - - LIWANCHOR RODS PREPARED FOR: - TRANGUILAR PATTERN SQUARE PATTERN t - HTUUYwd15 CONPACTEO NOTE Aeo%u[Nx,v _ .♦ { - ..{ ACCEPAPAT ERN COAT GRAVEL BASE 1 LESS THAN THE FULL WDTI1 AT POINTS WHERE INGRESS FOOT MIUBMUM.BUT NOT OR EGRESS OCCURS - .Il. LI Cotuit Center For The Arts PLAN OF "DOME STAMP" PATTERN IN GOMPACTED 1 THE ENTRANCE SHALL BE uALNTAIFaD N A CONDITION WH1a - 4404 Falmouth Road - - suRFACE SLAIMADE SHALL PREVENT TRACNUNG OR FLOWING OF SEDIMENT ONTO PUBLIC ALL DETECTABLE WARNING AREAS ON WAY THE RAMP ARE TO HAVE AN INTEGRAL RED, RGHTS-OF THIS MAY REQUIRE PERIODIC TOP DRESW WITH COtulf,MA 02635 IG —LJ _ IJ SLpPEp SDE E1fllATION LII - AL YELLOW.OR OTHER CON1AASiwG COLOR(CON PER OWNER OR ARW ADDITION STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANWT IIECT) OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED, YJ CURB RAMPB MUST HAVE 0 WARbft A EXTENDING THE NU. DROPPED.WASHED OR TRACKED ONTO PUBLIC RGH15-OF-WAY OUST BE _ WEEK OF THE RAMP(MID-WALK-IN-LINE•RAMPS ONLY NEED DETECTABLE - PER1 C INMVCIAIONYAND UR HM N BEE SHALL PERMITTED. WARNINGS AS NEEDED. SECTION A-A SECTION B-B " ARNINGS AT WALK/P RKING TRANSITION).TM DETECTABLE SURFACE MUST CONSIST • - - OF RAISED TRUNCATED DOMES.WITH THE DIAMETER OF NOMINAL 0.9 INCHES,A EIGHT ON NOMINAL 0.2 INCHES AND A CENTER-TO CENTER SPACING OF NOMNAL - F 214 INCHES.THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WTH ME SURROUNDING SURFACES(EITHER LIGHT-ON-DARK ON OARK-ON-UGHT), - ME ABOVE. , - - - ACCEPTABLE COMPOSITE TAC10E WARNING SURFACE: - P R O J E C T TITLE - ADA SOWTIONS ING.-BILHERICA.MASS.OR EQUAL 71 CAPE COD BERM(CCB) N.T.S. I G 1 STAB®CONSTRUCTION EXfT N.Ts STANDARD CURB OPEiIWG AND SPRLWAY. N.T.S. CONCRETE TRUCK BUMPER x.r.s. Ceramic Studio TACTRE WARNM N.T.S. - 411. pErAIL B09 �ErAIL 415 CETAIL 41B - CETAIL'. 4418 Falmouth Road KST-A I Cotuit, MA 02635 ' CURB AS REQUIRED SEE PUN VARIES FINISH _ GRADE NISH g - PIAVEMENT T)PECCI(2R N9%) See n°nf For AOEIUonN Inlnmolion . g 5•HTUYwWS SURFACEA G URYro/ P COURSE m _ PER WHO MI TRH£ - ,.y ,'NOT TARDZIOSURF TOPAZ 2•BITUMINOUS BASE COURSE/BINDER W.0 COURSE.PER-LL111.4r $ + PER-YS11.W TARE A TABLE A . Q' L 11'ORALEL BORROW M,0141YPE A OR 1•HOT.MIX ASPHALT q O;b o. 1 OR RFCIAwfD PAWIpT BntROW ul.I t.O BAERN EROIATE COURSE ' D TABLE AR'PER YHD u111.03 • TAR oi3O a9�'+ GAVEL BORROW 4 4 A OR B OR n - - RECU SEEDE1 1 AVEYENI c ANOARD DUTY I'EXIBIE PAVEMENT BORROW [OLFPACIED SIBGRAOE � e ® MU 1/22/2019 PER SITE PLAN RENEW COMMENTS COMPOSITION AND COMPACTION ACCEPTANCE TESTIS - -p COMPOSITION AND COMPACTION ACCEPTANCE 7E575 - - m NJ /29/2019 EVERSOURCE LQMMENIB 1.OBTAIN SAYRES FROM PUNT TO INDICATE CONFORMANCE WWINYS,,.OB - T.OBTAIN SAYPIES iRb1 PLANT M INDICATE CDI60tl1INCE WTiDATE DESCRIPTION 2 PA-ENT BEx9TY AS WTJNED IN Y111.09 D° °. B INCHES DENSE GRADED x PAVEMENT DEN9tt AS WIUNED N Y1I1.09 - SHEET TITLE J° CRASHED STONE PER 1 ALL SAMPLES 10 BE TAKEN.ACCDIVOANCE BIM—I.RJO - ., o uxD uz.Dt.T 1 ALL WuaEs ro WE rANEx 1x ACFaRonxcE wrn AASHTo Tzw yr YAlET0AL5 SHALL MEET ON ROOFED ME REWREUFxTS SPECIFIED w SECTION YS11.00-ON IR. Details MATERIALS SHALL MEET LO ACCEED THE EHTS SPECRIED W SECTION u],t.W OW9ON U. MATERIALS ARD ME FHXSOwING SUBSECTIONS o°°°TO'Oaf' YAlFRALS AND ME FCLLOWwG SUBSECTIONS _ , ..$ uwERAL AGGREWTE:MSn.o. MIxEMI AGGREWTE:Y]n.04 HTUMNWs YATERMLS:Y I. YwERAt FlLLEY:Y1,105 O MINERAL r-:Y311.45 COMFORTION BF BASE COURSE M3,,.03 ` COMPACTED SUBGRADE S THE HTxIMWs CO S OF BABE COURSE SHALL A BE CONSTRUCTED W ACCORDANCE N, DIE 1-1xi - S MG GNSRRW CONCRETE BASE COURSE SMALLASI CONSTRUCTED N ACCORDANCE T. RELEVANT SECTONSrPROMSONS K SECTION ABO FOR CU55 HTUYwWS CDItliEIE PAVEMENT,TYPE-t sernasAPR0M9axs a SEcrK«K6o FOR CLASS I Hruwxous CONCRETE PANEUExT,TYPE I-, SHEET NO o A CLASS BITUMINOUS PU BF SIT,HYPE I-1 REWIRED ME SAME TESIWO AS SAS:COURSE AND ��■0 n • B.CUSS I BITUMINOUS PAVEMENT,TYPE I-1 REIXVRED T SAME II G AS BASE COURSE AND STALL I BIT A MWIWM OF NOR CWPACTON.TESTING ro BE CTSTINGEO BY METHODS U NAVE A MINWUu OF 95%COMPACTION i TONG TO BE COLLRETED BY METHODS OUTJNEO'IN-LOO $ - QUlUNEO IN Y3,,.00 - F DATE: MARCH 21, 2019 � i I G l GRAVEL SURFACE SECTION N.T.S. I C-7I BRTIAIPJOUs CONCRETE PAVBIE TT SECTIONS BfTUMINOUS CONCRETE SDEWALK u.rs. 10 0 0 20 8 460 I,ErAIL 4tB • ° SCALE'IN FEET �ErA1L uT DETAIL FOR PERMIT ONLY-NOT FOR CONSTRUCTION DRAWN B1- CHECKED BV:IEWE JOB N O:2019-005 FILE:20I9-005 DT.dK O , • .od,. c Inmtns ai WATIIEs,eurt me sE nunr AUwET R Ewer,DO X xDTER NYE , TNOKRLAP NIMERExDS SAME ME WATnEs Ai EAOH END Ax0 FOUR NDT M¢.NN1ER %AYgF: .Y., *.i 1'x4'TONGUE&GROOVE I'X4'TONGUE&GROOVE CEDAR SLATS EQUAL EOUA�- EQUAL EQUA��DAR SLATS RM�Ygs a n 3'R4'CEDAR TOP RAIL `T LINIC ^USES SUM BARTER NYE 8'X6'CEDAR POST(SLOES 6"STEEL POST' wG TMO[i vArnE"ME YSDrvFaT aL�D�wl�i TEND m nix txE W�?Tn�c W um-UD 1 - A a1'ITMMID IT OFF T 12Fw 6'STEEL POST(AT GATE$) PRO1R D E STANES If MEY.AREEEOgVEN ODRN TOU IDW. CESSARY M MANE A xdE IN ME I-T/4'x t-t/4'x,'WOOD STAKE AT B.3 FT O/CD°wrl" I ` 1 3'x4'CEDAR TOP RAIL A OM EGRND of EEwRORR p wa Ix OROFII N 0ET TI¢ANES SRN W ME s> SICRAW OR APPROVED EWAL Y,=n•DR ENGINEERING & Ed vwITIE4 Ox 9.O�PES_TM STA n NIM TO.1 40PE SNWDxi oOUN: p0ar .J OPAQUE STAIN idWMO ^O I................._.. 1'x3'CEDAR MID-RAIL m „ E STAKE wt0 Ex1REuaY x roW OR A PPSLT F WALMIRAF IOU%) 0 PR wuu AES PFRPfNp OTDAf ME FRET END STANE OG ME E—NO WATRF AT AN AN ME DRST YI , xEV Ad1T MEY wLOT 10GElIMB 6 Yw 1.AVE dmttL1Y O A SURVEYING OPAQUE STAIN LATCHROO(rsWFSA PETAL BAR u.Av Bf NffOm 10 Bf4d 1K 5T liLL iiRNISH GRADE HINGE N.SEEL LLJ_J_LLL i RNISH GRADE I-CLEAROR it Registered Professional Engineers EwsµiNWAEE,E"`I,.sIEPRP n��TAB„ �"LL and Land Surveyors IA a COMPACTED SIDE ELEVATION• GRAVEL AROUND AYpw mTPun 78 North Street - 3rd Floor p,�y r In _a •GATE ELEVATION' POST(TYp.) RORIE mdd RFA Yxm nsE r _ AR U Tom' .,YEst Hyannis, Massachusetts 02601 1.n A�FE.-C MATERIAL 91AU.BE NO NO.-1.CEDAR. wq6 0 ME 0111EN90NS SHORN ON E DRAWNC, %lall Phone- (508) 771-7502 FENCE POSTS sHA1L BE MUTED wM•CG•W ALL ,f 1.tA. '4° III PRop cTED Fax - (508) 771-7622 IMN—MCNI CWCREn 1 ROSTS S MAIN MIN OFPM OF�µIN GROUND AND - . AYY AEANOTES, ''T r r c.r C tf (I d www.baxter-nye.com PS CEMENT CONSISE . SHAH BE RAldm i0 ACCwODA AN DEsiN fRAOE ' i "' CwPACIRD NE OF FENCE TOP AND BOTTOM 9MLL BE INSTALLED S MMCIn 4f:t, `"`' TOP K III 111E DIMENSION CIRRI ABOVE 5 FOR STANDARD CATCH BLSwS AND INLLlS ONLY.TIE AND MDE, POSTS AND FACNO BOARDS OR SAtS SMALL GROUND N. CONTRACTOR IS RESPONSIBLE FOR PROVIDPIG THE CORRECT SIZE DEVICE FOR EACH INLET. VT BE INRTALLED PARALLEL AND PUTAM ALL RAMS SNALL BE T_Tv F/(,ic" <fiiiili III ' L wSTAUEC PARAUEL AND IRUE /'�A'2 FOR NON-STANMRD GTCN BASINS AND RUM THE CONTRACTOR SNNL MEASURE DIMENSIONS S ABOwARE AND FASTENERS Snuff BE DOUBLE OW"IT CAIVANIiED. 'I Ww gAR� - 6•EMBEDMENT N THE FIELD AND ORDER ME APPROPRIATE 92E(S). PAn umrc RISC BDDy 1—. WATTLES - DETAIL A (uINJ I I CEUNT ONiAETE S kE,H TN TY B' -" •T DB DA':SLEE THE TIE SEDIMENT ER'S SPECS. ONCE SMALL BE Of HM,N ROW DESIGN(2CO Gl/1DN/FT),AS I PROVOE WAN9W J TS AT WNN..tB R.C.C.REM PRE- 1. ATT.Snuff CCN94T M6 H.1'StRAW WATItE-EMM-SI,LfJtS�SII.SIEPRP GR EOUAL I PER ME MANUFACTURER'S SPECB PRDLmE NWNW IY WLDED JdNi FIBER. M ME YMTRES 91 COxrEx -FLOW AREAS E T uuY JOdTs AT.•D.C. ALL aE TRENdImm WT GRwxDlolmMu Tao(a)aMrz9 / II ,•(.IN.) PIALE,'Of FABRIC J THE-ENT CONTROL DEVICE SKILL BE INSPECTED WILY BY THE MMINICTOR AND MVMAIHED POBUEnR i PpOwoE SN lu dRE<BW PERPENDICULAR TO L YA sOPEA W irtEs gHOA fin➢az ws tl w COxTwR wM A vS1T pTANWARp AxdE AT ME END ALONG MENd AWAV I A UN MUM ONCE PER MONTH OR WIMIN TILE IB HOURS FOLLOWING A STOW EVENT. FILTER M t XT _ E LID SEClldt FROM PROTECTED AREA I SHALL BE CLEARED IN A WINNER WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SIZE O- I ST BOAR Is NEE INDID S ANE9 ppOTRNpt gMf FIR�Y TO FN90E NO IfANADE AT ME AwIlYEN1S BA...AND TAMP .. I)t�PAD S t 1/e'aEBAR Is ALsO AO¢PTAllli usE SLIBSTINBW OF A SHEET OF FRIER FABRIC PULED O THE OPENING OF THE uRET IS NOT RaanrsdL:,• GIN FOR SOFT11,9n.WR TTtE iC lumen Fw nAHm. AFPRCN D. - DETAIL - ' W - SACKS.S E OF ILEE GTCH BASINS BE BE RWOQB WHEN FACT FILTER FABRIC INLET STAMP STAMP TER_ SACKS.SUE Of FILIFR WET SACK TO BE OElE1WDffD BY Y.WIIFACNRER I. AND Af1pt ANY 9dailGxT SIGRM EWWT AND MANE 29E�dufl1T R RERECIJ�L SC R ICNI A�ATRF 9�M�NATRRAE AS ME�ARE4➢oaMT NAs AcwuuuTE�ro Or6 THE FILTER SHALL BE REPLACED OR CLEANED MEN THE BIG BECOMES NAUF NLL. DLANETEN IF l G 1 WATTLE SEDUENT BAMM NTs I D 1 SILT SACK NT.S SILT FENCE BAfiET1�T - N.T.S. � pErA1L . mx pETA1L - CONSULTANT CONSULTANT - - - PREPARED FOR: Cotuit Center For The Arts 4404 Falmouth Road Cotuit, MA 02635 • - - ,. PROJECT TITLEli Ceramic Studio 4418 Falmouth Road Cotuit, MA 02635 s E - - ® NJ 4/22/20I9 PER SITE PUN RENEW COMMENTS m NJ 3/29/2019 EVERSOURCE COMMENTS B _ DATE: DESCRIPTION SHEET TITLE C Details SHEET NO C6.1 DATE: MARCH 21, 2019 10 0 10. 20 G SCALE IN FEET $ SCALE:1'= 10' FOR PERMIT ONLY-NOT FOR CONSTRUCTION °RAW" B "„ CHECKED HV T. JOB N O:2019-005 FILE:2019-005 DT. - O. co Kiln Room n +: ' -McGraw Ceramics Studio t O j B Q NOTES: LL ST D'LX 18/12 FL _ +, 1 - TO BE LAYER OF 1/2" CEMENT f BOARD OVER 3/4„ ADVANTECH SUB FLOOR: — — — — — THE FINISH SURFACE WILL BE GROUTED 3/8" THICK PORCELAIN TILE. 0 47.39"co 2 O• TO BE 2 LAYERS OF 1/4" " FUTURE GAS KILN CEMENT BOARD WITH STAGGERED JOINTS. ALL JOINTS OF BOTH LAYERS i O BE U O 3 . SEALED WITH AN APPROVED FIRE BARRIER t 1299 CAULKING. N Y T©p<L©�cter 3cn _ CEILING: SAME AS WALLS. ELECTRIC KILNS. a, 4 - EQUIPMENT: ALL EQUIPMENT SHALL BE o INSTALLED PER MANUFACTURERS RECOMMENDED CLEARANCES FROM 1086 T. z41 COMBUSTIBLE MATERIALS EVEN THOUGH THOSE FINISHES WILL BE INSTALLED AS , NON-COMBUSTIBLE. DATE: - 5/1/2019 i N 7 We • ------ ----.-- SHEET: 144.00" y� N tGENERAL NOTES: "$ t 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD ✓✓ 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,DETAILS.&FINISHES IN THE FIELD WITH OWNER W 3.) WINDOW/DOOR ROUGH OPENING HEIGHT TO BE 7'0"ABOVE SUBFLOOR E 3g 4• 9'-11/4' 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION AMENDMENTS& IBC2015/IEBC2015 5.) 120 MPH EXPOSURE B WIND ZONE 6.) ALL NEW SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING - S, 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD C P T.8,8 POSrI W/ 8.) SEE SITE/SEWAGE DISPOSAL SYSTEM DESIGN PLAN DEVELOPED BY BAXTER NYE ENGINEERING,INC.FOR ALL PROPOSED& E E L D -A4 PVC CASING EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS g g 4 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI q qq 11.) ALL REINFORCING STEEL SHALL BE GRADE 60,UNLESS NOTED OTHERWISE. 12.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 13.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE r�P�OR 14.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICENVATER SHIELD FLASHING 15.) ALL EXTERIOR TRIM TO BE PAINTED&ALL JOINTS/NAIL HOLES SEALED. 16.) THIS PROJECT WILL BE ADMINISTRATED UNDER THE CONSTRUCTION CONTROL PROVISION OF THE MASSACHUSETTS STATE PLASTER BUILDING CODE.GIAMPIETRO ARCHITECTS IS THE ARCHITECT OF RECORD 41 QLOBBY 17) ALL NEW CONSTRUCTION TO CONFORM TO 521 CMR MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS 18) VERIFY ALL FINISH&MATERIAL DETAILS W/OWNER PRIOR TO START OF CONSTRUCTION KILNS - ( 19) HVAC SYSTEM DESIGN&ENGINEERING TBD BY OWNER&HVAC CONTRACTOR E 20) THE FINAL ELECTRICAL SYSTEM LAYOUT TBD BY OWNER&ELECTRICAL CONTRACTOR.THE ELECTRICAL CONTRACTOR IS - GLAZE RESPONSIBLE FOR THE ENTIRE ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL ---- ------' -- - -- -- :,7 STATE,FEDERAL AND LOCAL CODES THAT APPLY. 21) THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT LOCATIONS IN THE FIELD W/THE OWNER s'nr 21-6' 4'-4- _ - PRIOR TO WALLBOARD INSTALLATION. - m 22) PLUMBING SYSTEM REQUIREMENTS,FIXTURES,&ENGINEERING TBD BY OWNER&PLUMBING CONTRACTOR. ^ M O I / �� RAMP DN / NEB/ I A f IECC 2015 COMMERCIAL ENERGY EFFICIENCY DETAILS H'CAP I _rt ` b W ' BATH CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION) O I o /� e•a' - TABLE C402.1.3(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION ISKYLIGHT ROOFR-VALUE WOODFRAMED FLOOR BASEMENT WALL BASEMENT SLAB CRAWLSPACEWALL II STOR. �CLOS.S 0 U-FACTOR U-FACTOR OTHER R-USES WALL R-VALUE R-VALUE R-VALUE, a-VALUE R-VALUE - 0.38 0.50 1 38 1 49 R-13.3.8 CI o,R21 30 1 7.5 CI 10(2 FT.DEEP) 10113 I © I I :jDz.s NOTES: 1 III © i 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. PANEL aICAL i I I — O x 2.NOTE NOT USED SEaVICE 3.REFER TO IECC 2015 CHAPTER 5 FOR ALL INSULATION&ENERGY REQUIREMENTS SINK i 4'-P' / NEW 4.REFER TO,MASS.AMENDMENTS TO 780 CUR CHAPTER 11 FOR MASSACHUSETTS REQUIREMENTS L'1 I ra L- �I H'CAP 1 E D I I e II s AIR i1 I HALL I� BATH / BEAM Aeove -__ BUILDING DESIGN CRITERIA BUILDING USE:E-EDUCATIONAL BUILDING DESIGN LOADING: Barnstable Bldg. Dept. SNOW-35PSF GROUND SNOW LOAD ABOVE Iq 25 i C ABOVE WIND-120 MPH EXPOSURE"B" rr ©------'- ` LIVE LOAD-100 PSFApproved pp oved CONSTRUCTION TYPE-5A ------------ FIRE PROTECTION-NONE -- -- --- --- -- - 1-1E TOTAL AREA: 4,366 S.F. Permit #; _ ABOVE n i 1 C MAXIMUM OCCUPANCYA9 II II 1 II ' WHEELS j STUDIO ¢ © (VAULTED) --t1T F-��;e i I (VAULTED) - WINDOW SCHEDULE ABOVE I I 1t I TYPE QTY. MANUFACTURER'S UNIT ROUGH OPENING(W x H) REMARKS ' A 2 ANDERSEN DHP56410 5'-7 7/8"x 5'-0 7/8" DH PICTURE W/SHORT FRACTIONAL GRILLE ts-s' I I ' I I zra0" B 1 ANDERSEN P5050 6-0 3/8"x 6-0 3/8" CASEMENT PICTURE WINDOW W/SHORT FRACTIONAL GRILLE > A i i q 2' C 8 ANDERSEN A51 T-0 3/8"x 2'-0 5/8" AWNING 4 S i i U A4 - D 4 ANDERSEN TW24410 2'-6 1/8"x 5'-0 718" DOUBLE HUNG E 4 ANDERSEN A251 2'-0 7/8"x 2'-0.5/8" AWNING ABovE S I NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS I WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS • I ° -ALL WINDOWS TO HAVE IMPACT RATED GLAZING FOR 120MPH WIND ZONE - $ i - I ?� •! -ALL NEW WINDOWS BE INSTALLED WITH HEAD HEIGHT AT 7'0"AFF UNLESS NOTED OTHERWISE_ it I -ANDERSEN 400 SERIES BLACK EXTERIORIWHITE INTERIOR,FULL DIVIDED LITE W/SPACER BAR,TRADITIONAL HARDWARE NEW GLASS O.H.DOOR VERIFY ALL DIMENSIONS &DETAILS W,DOOR f DOOR SCHEDULE - MANUFACTURER TYPE DOOR TYPE UNIT SIZE HANDING HARDWARE NOTES LOCATION 1 COMMERCIAL ENTRY 2'-8"x T-0"OUTSWING RHR PANIC BAR/ADA.HANDLE SET FRONT ENTRY 2 COMMERCIAL ENTRY 3'-O"x T-0"OUTSWING LHR PANIC BAR/ADA HANDLE SET SIDE ENTRY • - - 3 SOLID CORE WOOD DOOR 3'-O"x 6-8"OUTSWING RH ADJUSTABLE SPRING HINGE HCP BATHROOM-RIGHT ( 4 SOLID CORE WOOD DOOR 3'-0"x 6'4"OUTSWING LH ADJUSTABLE SPRING HINGE MCP BATHROOM-RIGHT 5 SOLID CORE WOOD DOOR 2'-6"x 6'-8" RH PASSAGE CLOSET 37'4' 6 SOLID CORE WOOD DOOR 2'-6"x 6'-8" LH PASSAGE CLOSET I 7 1 SOLID CORE WOOD DOOR T-0"x 6'-8" RH I PASSAGE STUDIO FIRST FLOOR PLAN N 8 SOLID CORE WOOD DOOR 3'-0"x 6'-8" LH PASSAGE STORAGE /"� 9 SOLID CORE WOOD DOOR 3'-0"x 6'-8"- LH LPASSAGE KILN AREA 10 SOLID CORE WOOD DOOR T-0"x 6'-B" RH IPASSAGE KILN AREA 11 SOLID CORE WOOD DOOR T-0"x 6'-B" LH IPASSAGE GLAZE AREA 12 SOLID CORE WOOD DOOR X-C"x 6-8" RH PASSAGE PLASTER AREA NOTE:CONTRACTOR TO VERIFY ALL DOORS&HARDWARE WITH OWNER a &MANUFACTURER PRIOR TO ORDERING OF DOORS ARCH STRUCTURAL r /\ D D I T I O /^ A O D r I, 1^ O^• THE DESIGNER SHALL BE NOTIFIED IF ANY - �� ARO C H I K ,`V/I `L I`V,■V— K ERRORS OR OMISSIONS ARE FOUND ON 11 ®�® COTUIT BAY DESIGN, LLC �� Aap"T „DF THESTRU TIO.THEB BUILDING OF SCALE : DRAWING NO.: F. tcti. CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWS TER ROAD Giampietro Architects d9 F!s 11 _ WILL BE RESPONSIBLE FOR THE CONTENT I� � L 11 I MASHPEE,MA. 02649 vg, ?' m ?oa ERD.�'�gLg IN THESE DRAWINGS IF CONSTRUCTION 1/4 1 -0 PH.(508 274-1166 { 354 Gifford Street 2'FA MaOUTH. to STN(ICtt O DESIGNER OF ANY ERRORS OR I OMSSNG EONS, Falmouth, MA 02540 MA a ' _ Na.509G2 C OT U I T CENTER FOR THE ARTS THESE DRAWINGS ARE SOLELY FOR THE USE DATE : 4_.� ^IF �P d OF THE OWNER NOTED.ANY OTHER USE OF �� •' �- 4418 FALMOUTH RD COUTUIT 'MA ,HESEDRAWINEDESIGNER ESIGIREBTHERTHEN '- Tel: 508-540-7400 — r - �I iF,• v:. > > A NSENCHITET OF THE DESIGN HT PROTECTION 2/1.3/2019 i:- Fax: 508-540-0220 ACT OF 1CTURA COPYRIGHT PROTECTION ACT OF 1BB0, y NEW RUBBER MEMBRANE DS ROOF NEW STANDING SEAM &$OFFPVC 1 x 8 FASCIA,FRIEZE, METAL ROOF 8 SIT BOAR JOHN&MARJORIE �— MCGRAW&FAMILY CERAMICS STUDIO 12 rf it it it it it - TOP OF PLAT NEW RED CEDAR 1 x 12 .. W/i x 3 BOARD 8 BATTEN SIDING SUBFLOOR SUBFLOOR NEW HANDICAP ROUND SOUTH ELEVATION EAST ELEVATION RAILING SYSTEM EXISTING PARAPET WALL BEYOND -/�2 NEW PVC 1 x 8 RAKE BOARD 2 f- &1 x 3 DRIP BOARD in I I I I II I 1 !I i TOP OF PLATE I 'f I Hill I TOP OF PLATE Ill NEW PVC t x 9 TRIM b II 1 1 W/2"SILL 1 • I I m I I I i II Illillifilill till IIIIII ilifixilill 1111111 It 11 NEW PVC i x 6 I I CORNERBOARDS I'll I Ill Il Hillit NEW W.C.SHINGLE SIDING I 5"TO WEATHER I 11 I 1 I I II 1 SUBFLOOR iI I i l 1 I I BFLODR I II NORTH :ELEVATION WEST ELEVATION AR� . STRUCTURAL NEW ADDITION/REMODELING FOR• THE DESIGNER SHALL BE TO IF ANY �j ERRORS OR OMISSIONS ARE FOUND ON SCALE : NO. I C ® 43 BREW BAY DESIGN. LLC S�P�,AM;��, THESE DRWILL BEAWINGSTIN.THE BRIO START OF , u 43 BREWSTER ROAD .0�5�'' Frio �woF y CONSTRUCTION.TNEBUILDNGCONTRACTOR 1 Giampietro Architects a y �' ��„ INTHESRESPONSIBLEFORTHECONTENT 1/411 — 1 0 IN THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 3 No'an O [ICJ. i COMMENCESWITHOUTNOTIFYINGTHE PH. (508)274-1166 354 Gifford Street FAti'^��H CLDCriI-LM M COTUIT CENTER FOR THE ARTS DESIGNER OF ANY ERRORS OR OMISSIONS. S1RUCIURAL a THESE OWNER NOTED SOLELY THEUSE A'2 Falmouth, MA 02540 /Eq! ^ t Nn.&83&2 OF THE OWNER NOTED.ANY OTHER USE OF DATE TA: SOR-540-7400 �i, �. 4418 FALMOUTH RD COUTUIT MA CTHESE ONSENT OF THEDESIGNER UNDER THEEN jj .i:.,. Fax: 508-540-0220J /� 5 ARCHITECTURAL COPYRIGHT PROTECTION 2/13/2019 ACT OF 19W. II N ?4A W 35'/ 9'-0' 364' 8'-1 1/4' TYP.B'CONCRETE FOUNDATION WALLS W!(2)84 HORIZONTAL BARS AT TOP OF WALL&10"x 20" 4'-0' CONCRETE FOOTINGS T04'0" 4'0' BELOW GRADE W/2 x 4 KEY 2.6 ROOF TRUSSES AT 24"O.c. S DAMPPHOOF WALL BELOW GRADE 10'DIA.CONCRETE SONOTUBE BASEMENT BASEMEN ON 24'DIA.BIGFOOT FOOTING FASTEN BEAMS TO P.T.B x6 POSTS ---- WINDOW ---- TO 4'0'BELOW GRADE.USE ------------- -------------WINDOW W/SIMPSON LCE4 POST CAPS BASE N ZMAX ASU66 POST RAGE Wf 5/B'DIA.J-BOLT CORNER CONNECTION DETAIL B -till -------- -- ------ ------ I B c B 4 PKT. ------ PKT A4 A 4 — I - 3-2 x BEAM I w / WINDOW BASEMENT I I 12'-0' it'1' 12'-0' I b m / CRAWLSPACE -a BUILD OVER v, o" ROOF 3^CONCRETE GLAD 10 MIL POLY UNDER I a 01 I , (— _� 3.2 xe BEAM RAMP ON Ci 2x 6 RAFTERS a 16'a.c. I P N I I C FASTEN JOIST I TYPICAL 3 i/2"DIA. I I TO BEAM W/ Q1 STEIMPSOYCCCAP I A SIMPSONH2.5 A4 F � Wl SIMPSON LCC CAP O CONTYPICRETE FOOTING G I b CONCRETE FOOTING L J L J I � BUL HEAD I I ------� S-0• S g•{- I I I . 1'-0' 11 POST FROM RID E J L — DOWN TO BEAM 3-1.3/4"x9 id-LVL GIRT 3-1 3/4"x912'LVL BEAM [ILTI - - - ---_--- 4x6POST 2K,2J 2K.2J 1 T/B'I-JOISTSo.c - I � I NEW D. I I ACCESS I o NEV t 1 TIB'(JOISTS®12'o.c.AJS20 1 I o — _ 'EXIST. a CRAWLSPACE II 1 CRAWLSPAC ; INSTALL NEW IU MIL POLY L2 ZJ , 21 4 VERIFY ALL CONDITIONS 3'CONCRETE SLAB W/ o•j AT THE EXISTING CRAWL- 0`1 10 MIL POLY UNDER 9 SPACEB ADJUST AS NECESSARY,CONSULT r � WISTRUCTURAL ENGINEER. A A A zJ A 4 A4 4 a'1 - - A4 1 2x 12 RAFTERS�18'o.0. x 6 POST FROM RIDGE 2K,2J xMr 2K,2J LVL HEADER O.H.DOOR - VERIFY EXISTING HEADER SIZE IN THE MASONRY I VERIFY EXISTING VERIFY EXISTING FIELD&ADJUST AS PLATFORM I HEADERSIZE IN THE HEAD ER SIZE IN THE NECESSARY FIELD&ADJUST AS FIELD 8 ADJUST AS 12"DEEP CONIC, NECESSARY NECESSARY PARAPET WALL ABOVE, I I FOOTING VERIFYALLDETAILS& EXISTING CONDITIONS IN THE FIELD HIGH WIND ASPHALT 3T4" ROOF SHINGLES SIB'CDX PLYWOOD SHEATHING 2.12 RAFTERS 15#FELT PAPER SIMPSON H 2.5A HURRICANE CLIPS 22'-2- ,5'.2' ROOF FRAMING PLAN WIND WASH BARRIER 3V'WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE 3T'<' NOTES. 1 x 3 STRAPPING W/' 1 x 8 FASCIA BOARD 1.) ALL ROOF RAFTERS TO BE 2 x 12's ,Z'GYPSUM BOARD tx4SOFFITBOARD UNLESS OTHERWISE NOTED 1 x CONT.VINYL SOFFIT VENT FOUNDATION/FRAMING PLAN 1x3SOROTBDARO 2.) USE SIMPSON H2.5A HURRICANE CLIPS rvP.xxswALLs 1314"CROWN VERIFY AT ALL RAFTERS ENDS 1 x 6 FRIEZE BOARD 3)W/OWNERS ER TYPE/LAYOUT DETAIL AT WALL SCALE:1/2"=1'-0" AR I STRU T MAL THE DESIGNER SHALL BE NOTIFIED IF ANY NEW ADDITION/REMODELING FOR: ERRORS AIN OMISSIONS PRIOR TE FOUND ON EE�00 43 BRE BAY DESIGN. LLC EPF�MpyT THOF� CO SEDRAW CONSTRUCTION. GILDINGSTARTOF SCALE : !DRAWING NO.: • CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD Giampietro Architects �";�" ;� i� 2• Ig WLLBE RESPONSIBLE FOR THE CANTENT 1/4R MASHPEE ,MA. 02649 ¢O O d ERA J• , IN THESE DRAWINGS IF CONSTRUCTION ND 492a CFDl.AIK)tM C OT U I T CENTER FOR T H E ARTS COMMENCES ANY ERR RS OR RIO THE PH.(508)274-1166 354 Gifford Street � J FAbOD H G 6 Huc u u DESIGNEROFANY ERRORS LYOMISSIONS. MA. ,2J N0.36062 THESE DRAWINGS ARE SOLELY FOR THE USE DATE Falmouth, MA 025401FF4)h t T�yQ4 OF THE OWNER NOTED.ANY O HER USE OF DATE L Tel: 508-540-7400 j` 4418 FALMOUTH RD, COUTUIT, MA TCONSENT OF THE HESE DRAWINGS REOUIRES THE WRITTEN 2/13/2019 A3 l ARCHITECTURAL COPYRIGHT PROTECTION GNER UNDER THE Fax: 508-540-0220 _ ACT OF 1990. '.,I �L TYP. ROOF CONST. ',• .2 x 12 ROOF RAFTERS@ 16'o.c TYP. ROOF CONST. ,y'l -SIO"COX PLYWOOD ROOF SHEATHING -2 x 6 ROOF TRUSSES @ 24"o.c. -RUBBER MEMBRANE ROOF 3.1 3M"n 20"LVL -5/8'CDX PLYWOOD OF SHEATHING -15LB.FELT PAPER RIDGEBEAM -RUBBER MEMBRANE ROOF - TYP. ROOF CON SPRAY FOAM INSULATION EXISTING PARAPET WALL BEHIND -15LB.FELT PAPER @ SLOPED CEILINGS(R.9) TOP OFNEWROOFNOTTO -SPRAY FOAM INSULATION -2 x6 ROOF TRUSSES@24"o.cATHING -MULTI LVL RIDGEBEAM PROTRUDE PAST EXIST. @ FLAT CEILINGS(R=49) RIDGE VENT - COX PLYWOOD ROOF SHE _ -SIMPSON H 2.SA HURRICANE CLIPS PARAPET WALL,VERIFY ALL -SIMPSON H 2.5A HURRICANE CLIPS -RUBBER MEMBRANE ROOF SW AT ALL RAFTER ENDS ROOF PITCHES.HEIGHTS,& AT ALL RAFTER ENDS -R4 B.FELT PAPER `\\ -ICE/WATER SHIELD AT BOTTOM � -R49 BATT INSULATION 3'0'OFROOF ------ !�� \�:�� DETAILS IN THE FIELD -LCE'WARO SHIELD AT BOTTOM - PROP-A VENT BETWEEN RAFTERS'___ _____________ ---------------- -� 3'0"OF ROOF -AT ALL AFTER HURRICANECLIPS —_ x s o.c. __—T2� -PROP-A VENI'BETWEEN RAFTERS AT ALL RAFTER ENDS -WIND WASH BARRIERS I 2 x -WIND WASH BARRIERS \ 12 ICU WATER Sul OF ROOF SHIELD AT BOTTOM Q 4 -PROP-A VENT BETWEEN RAFTERS -WIND WASH BARRIERS TOP OF PLATE 2.2x 8NDR, 5/8"TYPE"X"GYP.BOARD ON 1 x 3 STRAPPING - @16"o.c. NEW2x6WALL EXIST.2 x4 WALL N TOP OF PLATE TYP.WALL CONST. SOFFIT VENT TYP.WALL CONST. v I2x6STUDS@1S"o.c. 1.2 x 6 STUDS@ 1S"C.c. 2.1/2"PLYWOOD SHEATHING 2.112"PLYWOOD SHEATHING 3.6•'(R=20)BATT INSULATION 4.12"GYPSUM BOARD EXIST.CMU WALL 3.8"(R=20)BATT INSULATION 4.6'(TYPE"X"GYPSUM BOARD 5.W.C.SHINGLE SIDING 6WC 6,TYVEK VAPOR BARRIER WHEELS STUDIO s KILNS PLASTER LOBBY 6,TYV.SHINGLE EK VAPOR BARRIER 7/0'PLYWOOD Tl8"PLYWOOD 1/8"PLYWOOD FIR6T FL000. SUBFLOOR SUDFLOOR FIRST FLOOR SUBFLOOR ` SUBFLOOR SUBFLOOR 11 718"I-JOISTS @16"o.C. tI 7/8"I-JOISTS@16"o.C. 11 TS"I-JOISTS @16"o.c.AIS-20 2.PT,2x 6 SILL ® CRAWLSPACE R305PRAY FOAM 3-1 SIMPSON LCOL CAPS WE"TYPE'X"FIRE RATED INSULATION WI SIMPSON LCCL CAPS GYPSUM BOAR D TYP,8"CONCRETE FOUNDATION II OVER EX ST NG COINCRETE SLAB 9P CRAWLS PACE STEEL LALLY COLUMN ATTOPCONCRETE FOOTINGS GSTO4 BARS CONCRETE FOOTINGS TO 4'0" 3"CONCRETE SLOB WI - BELOW GRADE W/2 x 4 KEY 10 MIL POLY UNDER - - 2 L - DAMPPROOF WALL BELOW GRADE CONCRETE VERIFY ALL CONDITIONS L_�� x _J AT THE EXISTING CRAWL- S CONCRREE30"TE FOOTING x TINGG 3"CONC.SLAB WI PACE&ADJUSTS 10 MIL POLY UNDER NECESSARY,CONSULT W/STRUCTURAL ENGINEER. SECTION @ WHEELS/STUDIO B SECTION @ KILNS/LOBBY A4 A4 e NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d - 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: _ - - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 2.10 RIDGE BOARD STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"D.C. 2.66@ 18•o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"D.C.ALONG EDGES t�p� 18"ANCHOR BOLTS AT 32•o.c MAX. 12 FLOOR FRAMING: 612" ON BPS 5/8-3 SEARING PLATES FROM ENLTS W,THIN 6"-15"OF EACH 8 JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST OF PLATEAND TO A 8"MINIMUM DEPTH BLOCKING TO JOISTS(TOE NAILED) 2-Sd 2-10d EACH END 2x Ss 11— BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK El 3.2x&8EAM LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST - x6T8GBEAD W/PVCCASING JOIST ON LEDGER TO BEAM(TOENAILED) 3-8d 3-10d PERJOIST BOARD FINISH BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST INSTALL FLASHING UNDERHOUSEWRAP&DECKING BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-t6d PER FOOT oDECKING ROOF SHEATHING: 1. WOOD STRUCTURAL PANELS(PLYWOOD) PORCH BEENMJOISTS RAFTERS OR TRUSSES SPACED UP TO 16"ox. 8d 10d 6"EDGE/6"FIELD TO PSON H2.5A RAFTERS OR TRUSSES SPACED OVER 16"D.C. 8d 10d 4"EDGE/4"FIELD RT.2x 16s @ 18"o.c. GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 10d 6"EDGE/6"FIELD P.T.21 10`s @ 1tiASE GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD INSTALL PEEL&STICK 7s PS.2 x 10 BEAM W/STRUCTURAL OUTLOOKERS RUBBER MEMBRANE GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD BETWEEN LEDGER& P,T.2 x 6 SILL W/SEALER SHEATHING CEILING SHEATHING: ___ _ P.T.2x10LEDGER BOARD SCREWED TO 224"DIA BIFOORETET FOOTING GYPSUM WALLBOARD 5d COOLERS' -- 7"EDGE/10"FIELD SOLID BLOCKING WI(2)LEDGERLOK SCREWS 4'0"BELOW GRADE.USE 16"o.C.W1 ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTTIZ TENSION TIES WN5I8 MkJJUBOL66 TOST WALL SHEATHING: f` (4)LOCATIONS FROM HOUSE TO DECK WOOD STRUCTURAL PANELS(PLYWOOD) JOIST(1)EACH END STUDS SPACED UP TO 24"D.C. 8d 10d 6"EDGE/12"FIELD LEDGER DE TA'iL BUILDING SECTION @ PORCH 1/2"&25132'FIBERBOARD PANELS 8d -- 3"EDGE/6"FIELD A4 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD HOUSE ANCHOR BOLT'DETAIL FLOOR SHEATHING: _ SCALE:1/2"=V-0" WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD ®�® COTUIT BAY DESIGN, LLC .ARC Pt R�ti STRUCTURAL NEW ADDITION/REMODELING FOR: THEDEDRAWINGSSIGNER PRIORLL BE TO STAR IF ANY u ERRORS OR OMISSIONS ARE FOUND ON SCALE ',DRAWING NO. T?��GIAMp�TFOA ,-yYN� CONSTRUCTION. O STRUCTI N.THE UI DI START OF 43 BREWSTER ROAD qlappietro ArC�1lteCtS S WILL BE RESONSIB BFORT ECONTENTOR MASHPEE,MA. 02649 •C j N0 4 29 O SOS 2 19 WILL BE RESPON GS t O NSTRUC IONN 1PH. 508 274-1166 354 Gifford Street FAL<D�TH �� COTUIT CENTER FOR THE ARTS B GNEORFANY RRORSOROMISI 1/411 = -o COMMENCF,SWITHOUT NOTIFYING THE/ \ CWI.38 IMDESIGNER ER NOTED.ASO OTHER USE O �� / T��T,& • .ry, 1.1A� 6 THESE DRAWINGS ARE SOLELY FOR THE USE Falmouth, AVJ_!1 02540 "+75 -SY� No•38W m! OFTHCOWNERNOTEDANYOTHERUSEOF DATETHESE DRAWINGS REQUIRES THE WRITTEN Tel: 508-540-7400 a� �yfF' 4418 FALMOUTH , OUTUIT, MA CONSENT OF THE DESIGNER UNDER THE 2/13/2019 FRX: 508-590-0220 ''�-_�' ARCHITECTURAL COPYRIGHT PROTECTION N w LEGEND E 35'i' F-W 1/4' $ SINGLE POLE SWITCH --- CONCEALED CONDUIT(TYPICAL) DUPLEX RECEPTACLE(TYPICAL) S ,_-------,---- a WALL MOUNTED INCANDESCENT FIXTURE(TYPICAL) / 0 RECESSED LED FIXTURE(TYPICAL) 4,,p SURFACE MOUNTED FLOODLIGHT(TYPICAL) / \ 4 / I SURFACE/RECESSED EXHAUST FAN — 10 (EXIT)1 1 I /— _� NOTES : \` / XIT 1.)THE ELECTRICAL PLANS SHOW GENERAL PURPOSE LIGHTING,SWITCHING AND I \\ \\ \� \\ OUTLETS ONLY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE \ \` \ ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL STATE,FEDERAL AND LOCAL CODES THAT APPLY. \ 1 \ r 2.)THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT I, Q _ 1 I - LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO WALLBOARD INSTALLATION. `F i O 1® / 3.)ALL RECESSED LIGHTING SHALL BE ON DIMMER SWITCHES. VERIFY W/OWNER IF OTHER LIGHTS ARE TO BE ON DIMMERS. 4.)PROVIDE ALL OTHER LIGHT FIXTURES TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. 5.)THE ELECTRICAL CONTRACTOR IS TO PROVIDE A 3 PHASE,200 AMP SERVICE,MIN. a \\ / \-Q' �/ _ I 6.)ELECTRICAL CONSTRACTOR AND ALRAM CONTRACTOR TO VERIFY ALL DETAILS 8 INSTALL ALL FIXTURES PER CODE REQUIREMENTS.THIS PLAN IS FOR A GENERAL LAYOUT VERIFY ALL DETAILS W/OWNER&GENERAL CONTRACTOR 7.) WHERE RECESSED LIGHT FIXTURES ARE USED IN A RATED CEILING ASSEMBLY,THE ELECTRICIAN SHALL PROVIDE&INSTALL LIGHTOLIER LYTECASTER MODEL \\ (EXIT) #16FR2X10 FIRE RATED ENCLOSURES TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.) , (FEI \ 0 \ v / / — \ LEGEND P 1 FE FIRE EXTINGUISHER F--- _2— PS PULL STATION Y 1 H/S HORN/STROBE-AUDIO 8 VISUAL ALARM - I - (EX I I \ — IT ) LIGHTED EXIT SIGN ly L5 DUAL HEAD EMERGENCY LIGHTING S SINGLE HEAD EMERGENCY LIGHTING ----------\�� 1 �] H/ / wPS WEATHER PROOF EMERGENCY LIGHTING \ SO SMOKE DETECTOR Q [FE) CARBON MONOXIDE DETECTOR 110 I \ I 1 I I II I I I I II I I \\ O O O I \ I I r-� H/ (EXIT) 3]'J" ELECTRICAL PLAN COTUIT BAY DESIGN, LLC ARP •�H/T ERRORS IOROMSSIONS ARE FGNER SHALL BE OUND ONFIED IF Y SCALEART OF : DRAWING NO. : 43 BREWSTER ROAD 5 GIAM1IA FC THESTRU TIO.THEB I DI STCONTR Giampietro Architects F9 N E W ADDITION/REMODELING FOR• CONSTRUCTION THE BUILDING CONTRACTOR �/> O,LLn WILL ESEBE DRAON GS I FORC THE ONSTRUCTION 1/4N 1,_O,, IVIASHPEE,MA. 02649 tft 20 N0^�a y� IN COMMENCES TI o'Tp�410UTH COMMENCES WITHOUT NOTIFYING THE II FAX ((508)2 39-94 6 t+ Falmouth, Gifford Street Mi DESIGNER OF ANYWINGS ERRORS SOLELY OMISSIONS. FAX(50$)539-9402 ✓ Falmouth, MA 02540 "5�7i�r Fa?Sp COTUIT CENTER FOR THE ARTS TH OFTE OWNER NO ARE TED. NYOTHERUSEOF DATE : 7ry:M Tel: 508-540-7400 4418 FALMOUTH RD, COUTUIT, MA OF THE]OFTHEOTEDANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN 2/13/2019 CONShN I OF THE DESIGNEN UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION- +' Fax: 508-540-0220 ACT OF 19W. ZONE: Q _ Existing Septic RF ° �7s�r� `�-`�S l ! ° 1 - 0 Peer T e gCardB Area (min.) 87,120 ,SF (RPOD) � �� , =-- _ # Fronta e (min) 150 �- �� „ ' Width min) no Setbacks: 3 Front 30 �r 9� Rear 15 c^Side 15' ; �,� r co ' OVERLAY DISTRICT. RPOD - Resource Protection ;; ''a �, '•'a" '� - 10 Overlay District _ o �c o Fl y Aquifer Protection District J 3 #1071 q a vO pond Estuarine Watershed s... \�\` ,° �•E AP - A Mays,`:.fu� 24.6' EX. DWELLING - ` o _ , ial�nd \ \'t h• > Isabella FLOOD ZONE: o Proposed Trellis �•� 3 -�, X (Min. Flood Hazard o a ones Elev. „ _ '•� over Terrace ( ) Community Panel No. :n - -e 1 _4 /r •_. PWie' r 21 d #250001 C 0543 J - EL 22.6' i oa• July 16, 2014 G LOCATION MAP: PATIO POOL i Proposed Rinse EL 22.7 Gorden HOUSE Station & ^07 Scale: 1" = 2000'f Stepping Stones - - ASSESSORS REF. : _ Mop 74, Parcel 28 -- EXISTING LAWN POOL TO BE I �j ;'' �� DIRECTIONS. 19� From Hyannis - Follow Route 28 towards Morstons Mills; 17_ EGG STAIRS TO B ti Take a left onto Old Post Road after from Route 149; ' E / 16- REMOVED • /�1 — _ — -� ! 2o Site is on the left, #1071. J Propose-d 20ZO-Pool — _ PRO Coping Elev. 20.0 SPA j Pio Fire�Pit Ozone Filtered or;Provide Drywell for 13 �•�' / Approved Equal 100" Provide Drywell Roof Runoff for Pool Ef M Al /l Fnc t Removed -- — 1� g•9 Patio Runnoff �Ve >ZO�ne 14 6 O 14 / 1p �\ FENCE 13 \ / •cn tox e\ Stone �� \ 9 \ !8 L Terrac \qj or \6 \ Lot 8 o Proposed o� 2 1 W 7.6t Acres v� 20x20 e 2 Per Town Assessor Bungalow FFE 19.0' \, a N dN ! / Storage Belo 'Pro 12 _1O q q \ ExQsing 10 50' 1 \ Structure FEN P 9 Ste ping Stone a`th� ° To Be Delineated •°> To 4' Width \\ \ a Existing Tennis + / 0 In Consuftotion y ABUTTERS / / / ' • 8 � 8 W/ Con ,5'kpff \ . ,1 . \ \ 0 DWELLING / / —• \�� — g 8 d \ \ o �� er ° OOOP ELH Examine Stepping Stones 6 �+/C \ \` -I a -- 0 `8i in Area Of Marsh +t \ \ - / �In / Consultati Work Limit / / W/\006 GoLn $toff / If Better Solution Exists X �. -s_ _ EM,q � May ( — `d of Path — — —.8 _ _ Ene ffective 7 °�- w /� nge dusted '• �•�.•`•_ 6 \ ELEV.�46/14 ` ! J o) �o - - _ _ _ \\ �' / C �' •_ Tree tine-_ iO r- -5_ � N rn \ _ q 4 n \ 1 _ �• \\ n/f to _ _ ` \ ''� :�...•• \ �\ David L. Ammen \ \ n/f ,Ih �� James Y. Whitter Trustee ; tree 00e coastal gee Beach GrassCZ1 \\\ 2 �? Z Beach Gross -- _-_ — #1071 Beach Beach Existing Overall Plan View Plan View Scale 1" = 100' Scale 1" = 20' ° North Bay Mitigation Calculations: FLOOD 0-50' Buffer No Change EBB All Native Plantings 50-100' Buffer Pool & Patio 2659sf ° Bulding 400sf Deck 347sf Terrace 319sf Wall 149sf ° Stairs 87sf Stairs -21 sf orth a 3940sf Increase 3940sfx3=11,820sf of mitigation Required FLOOD No Mitigation Required ° E813 Native 50' Buffer REVISION: Add Utilties & Path Notes ,Per Con Corn 106128118 NOTES: PREPARED FOR: PREPARED BY. TI TLE. Site Plan 1) The property line iinformation shown was • EngineeringlXcompiled from available record information. Deane L. Currier, TrusteeProposed Improvrummentsz 2) The topographic information was obtained 1071 Old Post Road Realty Trust from an on the gfround survey on or between Consulting, Inc. A8-23-2013 and 8-30-13. 3 Exeter Street * ~ 3 The datum used is NAVD Boston, MA 02116 )508 428.3344 P.O. Box 659 7 Parker Road Osterville� MA 02655 1071 Old Post Road seci@sullivanengin.com www.sullivanengin.com Barnstable ( ) Mass. 'ri O100-overall Plan 0 50 100 200 400 DRAFT.• CTR ,� COtUIt �` 20-Detail Plan 0 10 20 40 80 REVIEW. JOD DATE: SCALE: PROJECT # 29012_Goldstein May 30, 2018 1 11=201