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HomeMy WebLinkAbout0156 IYANNOUGH ROAD/RTE 28 Ci(7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 �^ 'R � IALEMap Parcel [SJ 771'` Application # V,✓ �7 v �� ?Health Division Date Issued iZ ' � f � Conservation Division Application Fee �/G• �� Planning Dept. • v _�a Permit Fee_130 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address /S b Yi4 nri n a C K Village a Owner C 7 Address k,�Y'1 A S-r— Telephone G 3 y 9 8 0 C tw Permit Request a 44'1- AL LL Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /.A00.0 Construction Type';Vr4 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No. On Old King's Highway: ❑Yes U No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: 0 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial &res ❑ No If yes, site plan review# Current Use Qwn�;� �e�a�2 Proposed Use 941-+ e- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r Name ;4,41-eo ,Q-zi e 7 Telephone Number M_ 8?1 yy/0 Address A 0 License # C S' ® 7 Y9 -7 of 44 0Z-7-L I Home Improvement Contractor# Email S445VA4 P 61 .a/aH1/��,� �n1 o C0� Worker's Compensation # 7 / ,— --� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �'I✓.��, -Mn-14 SIGNATURE DATEl FOR OFFICIAL USE ONLY r APPLICATION # DATE ISSUED s MAP/ PARCEL NO. ADDRESS VILLAGE G: c OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION fi FIREPLACE c ELECTRICAL: ROUGH FINAL' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , �a 5 ASSOCIATION PLAN NO. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM A- F DATA ` ,HOMELAND BUILDERS, INC.- 465 SYKES ROAD FALL RIVER,MASSACHUSETIS 02720 TEL 508 677-0401 888-441-2656 FAX 508 673.3405 , F . 01 a1 t. May 9,2014 flood To Whom It May Concern: I Edward Ribeiro empower Steven Ribeiro,an authorized representative of Homeland Builders,Inc. to sign documents on my behalf with regard to the gIe F, ifollowing job location: ictur� DUNKIN' DONUTS y Fiill'I 149 North Street Irea Hyannis, MA i incerel u ' Edward Ribeiro IOwner SI; 1 J i z { m 99 rn - rn 1 s f a ` i f Shea, Sally From: Lt.John Cosmo <jcosmo@hyannisfire.org> Sent: Tuesday, December 01, 2015 2:56 PM To: Shea, Sally Subject: 156 iyanough Rd nd 702 Iyanough Rd Dunkin Donuts We are all set with the sign off on the two renovations at the above addresses any questions drop me a note. Lieutenant John Cosmo k Hyannis Fire Department 95 High School Road Ext. Hyannis, MA 02601 Tel: (508)775-1300 T Fax: (508)778-6448 1 Massachusetts Department of Public Safety ` VwBoard of Building Regulations and Standards License: CS-074975 Construction Supervisor STEVEN RIBEIRO`�� 20 RICHARD CIRCLE r' SEEKONK MA 02771 �,.nn 11�r Expiration: Commissioner 07/06/2017 • a r I • the Comworriveatttt of-Massachusetts Departr€rent qf1rudush iatAcciderrts Office of rrz l€tigo-'o=. 600 Washington,Srtreet., - Baston,' 4 02111 y }6'F{J14Lr1mmgovIdia Workers' Campensaf an Insurance Affidavit:Budldex/Cuntracturs/Elec dcians/Ptumbers ApplicantInfm-matian a Please Print Leoi �� i3t1Te3usmessfUrrgae�atittnlLrd ' nil d Wk+Z ��Ire( . - a 64 /- �/�S Address;: Cityl5tefefzip_: / ,✓.c Phone -77 0 L Areyo-u employer?Gheckth propriatebo�:I. Type of project r�wre d)-' IamaeOeruih 4 ❑I am a geneal confractor and.I np employees full aezdfor park-tim.e. * have hired:the sub-cmtractors 6. 0 New constudion 2.El .am a sole propnetan orpartner- listed onthe attgehed sheet. 7. [��todelmg ship and have no employees. These sub-contradors have 8. 0 Demolition wod:ing for roe in any capacity employees andha[a workers' g. ❑Building addition , [No worknm'camp_iracnca•nce comp_MSurancF_-1 required_] 5_ We are a corporation.and its 1 El Eleet>ical repairs or a dditi ons 3.❑ I am a homeoumer doing all work o i cers have-exercised their 11_[]Plumbing repairs or additions myself.[No workers'o amp_ right of exemption per MGL 1-1❑IRoofrepairs insurance reilu=d,]T c.132,§I M and have no employees_[lNowo&ers' I3.O f7tfier comp_insurance required.] rAnyappEicmtQSatchedcshos,1l— alsa fill outthesechoub9owshnningizirwD&eecampemadapartcyk rawdcL #Sameownem who submit¢his dfidwif inamiing they are doing allw.&and tbvm bile outside[Antisctors nmst sahmit a new affidavit indicating such FContac1mil1zt the TV boa must xttadhed an additin sheet sFowlmg then- of the sub-cwtrzcaa and state whether.arnotthnse eatitieshave: e¢p9u3Res.If the suB-Ccmtzctnshaveemplofen,they n=pmvidetheir warke s'comp.palicgaumber_ I one an aleipIo}wr t7errl rs prmzding markers"conUmnsrdion fimirance or iTry employees Below is flte policy and job she in orntrltors. It>s�ceCouipanyiName: ���..¢�yCl�4� - � Tolicy or pelf--ins.Zic_ ` C 4 Fat Date_ J Z _7 I—IT Job Site Address- G A 1.1 h 04 cy citplstawzip: Attach a copy of the workers'compensationpolicy declaration page(shaving the policy mimher and expo ation idaite). Failure fo secure coverage as required under Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$15-OD OG andror one yearimprisonment as well as civil penalties is the form of a STOP WORK ORDERand a:Eue of up to 0.00 a day against the violator. Be advised that a copy of this statement maybe forwarded fo the Office of la vestsgatiom ofthe D-TA for insurance coverage v-eriftatiom Ida&eriy ctEtf$ ezerdRr tFcRprauts erred reafffxsQF�Jni}'f7tatf7ee itzfoririafioraprotried a7une ig trarg aced cerrect Si> ature_ �� Date_ PhGae 9. �D�' (o m7 7 0 V i2 QRZ�L L use only. Da etat wrke in this area,to be carxptetM by city ortonn o idAL 4 City or Town: PermiMcense#- Emning Aufharity(circleone).: L Board of Health 2.Building Department 3.MyMown Clerk 4 Electrical Inspector 5.Phrmbing rnspecfor 6.Other Coafact Person: Phone#: — ------ — - -- - 6 ACORO, DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/12/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT.Linda Cordeiro NAME: Cross Insurance, Inc.— RI PHONE AIC. (401)431-9200 FAX A/C No (401)431-9201 376 Newport Avenue E-MAIL icordeiro@crossa enc com ADDRESS: g Y P. 0. BOX 4830 INSURERS AFFORDING COVERAGE NAIC# East Providence RI 02916 INSURERA:Travelers Ins. Co. 19046 INSURED INSURER B: Homeland Builders, Inc. INSURERC: 465 Sykes Road INSURER D: INSURER E: " Fall River MA 02720I wsuRERF: COVERAGES CERTIFICATE NUMBER:CL14112023491 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. a INSR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP LTR - POLICY NUMBER MMIDD MM/DD/YYYY LIMITS GENERAL LIABILITY _ EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 50,000 A CLAIMS-MADE DOCCUR Y6307D242888TIA15 /1/2015 /1/2016 MED EXP(Any one person)- $ 5,000, PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY JECT PRO LOC $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT Ea accident $ 1,000,000 A X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED SCHEDULED YA08101EO18771COF4 1/1/2015 /1/2016 AUTOS AUTOS BODILY INJURY(Per accident) $ - HIRED AUTOS NON-OWNED - PROPERTY DAMAGE $- AUTOS Per accident Underinsured motorist $ 1,000,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ - DED I X I RETENTION$ C rSMCUPlEO18795TIL14 1/1/2015 1/1/2016 $ A "WORKERS COMPENSATION - X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N FIR ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? . N/A _ (Mandatory in NH) AUB7D33246414 1/1/2015 /1/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below f' E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Job Location: Dunkin Donuts, 156 Iyannough Road, Hyannis, MA 02601 . Refer to policy for exclusionary endorsements and special provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Gary Heaslip/FRl AC.ORD25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025l7mnnsi ni The ARr)Pr)name anti Innn arc ranicfcrar9 mnrlrc of Ar'r Pn . l /VOve,{ G ,201 'RE:AuthorizatioIl r t , To Whom It May Concern: o This letter.is in reference to;remodelingmyproperty located'ori , F I, �y i. -C)t ,owner of this.p eAy, givet Homeland Builders+ Inc.permission to remodel this location If you have any questions please feel free to contact me. / f f Sincerely, ap + s 1 �tHE Sign TOWN OF BARNSTABLE Permit 9 MASS. AFC A Permit Number: Application Ref: 201508130 20071156 Issue Date: 11/24/15 Applicant: HESS CORPORATION Proposed Use: GASOLINE SERVICE STATIONS Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 156 IYANNOUGH ROAD/RTE 28 Map Parcel 328151 Town HYANNIS Zoning District IVIS Contractor PROPERTY OWNER Remarks REPLACE CUP LOGO 5.5 SQ AND 4 NEW DIRECTIONAL SIGNS NO LOGOS ON DIRECTIONAL SIGNS Owner: HESS CORPORATION Address: PO BOX 696419 SAN ANTONIO, TX 78269-6419 Issued By: p . POST TINS CARD SO THAT TS VYSIBLE FROM TFYE S REST PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 >> DATE: 11/24/15 TIME: 14:33 -----------------TOTALS------------------ PERMIT $ PAID 50.00 AMT TENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 APPLICATION NUMBER: PROPERTY OWNER PAYMENT METH: CHECK PAYMENT REF: 201508130 Re(juktory Services 11A atSSTA BLE. Ali It I ll;a rcl V. SC;111, Interim Oirectrtr l)uilclin Division Tuna Pcrrti, f;uiltlinv„ Corn naissiunrr / 7� 2 2.)(.) ?.[,till Strt;ct, f1%anrlis, MA 02601 �h crtru.tIaw n.1mrIIsII-AIe.n Ill.ns 01f1l,:c: 5W-8tir 103`s F u: 03-790-6230 I'errnit �� 1i1111 lm,,- Ullic 1;tl ;tlaprc,t ----------- Application for Sip Permit. 1plslu;uit: U/(W Gal✓JI Jt��) GJ�t✓� �.>:;ca;>csr \u. (1Q�--- ------------ - ----- Sign Location `� 51rc,ct/Road: _-a � n_w�h— � J� ✓J�i�-------------- A �--- -- ---------------- %oning District::_________ OIr1 Linos Ifiglo aY' Ycs/\'o IkU11nis Historic District? Yes/No Property, Q%%rrjCj, N;IIII JAI)4,�4 -- �,u&_L --��C--- l(ic:Erlac,nc:_7 __'� I� : ddl'eas: ---------------------- Si m Ccxatractor - ------ ------ ----- ------ -------------l c lcplauuc: ------ -- N'I;Ii(in"':lciclres:;:_3./-- --_ - 1�3-�------------- Description Mc;asc.full`stc tllc cut c r clirce licnls. Yuu nu t nuts) ha . ;III ;Ic i ur;Ile rellclitioll c,l sign will: dintensltm.s ;Intl lucatt0ll. & �y`_(k•,L2 ( Y) -Qj(1)�t�� G,IA' I,-,V l 51, T'^ Ifi Is tlu• sign to bt: c•Icc•u ificcl:' nirir�,/>criui�i rz c�uircrlJ \Vldth of'building 1'ace ---------I'[. x 10 - -------- x .10 �A`Y12. Cc0 �la�li� Check one Reface existingsimI ✓ �u�t Rn Igct �na� ---- or ::\'ctiv----- hotal Scf. Ft. of}sroposccl sa as (s) -------- P I, 1/ I orr h'-1I IrAhiicsn;rl+r"rr.Y pAr;r. c. ,'I//'l //.r Ire c l h: lir ,r;rr lr urrr ra1Llr clirrrc:vrSr.urr.t If refacing;Zua existirng Sinn please pro',_ide a picture of the existing;Fi;n frith dimensions. I lacrc lst' ccrtilr tll::r f ailt rlu. cs,vnc r cn- 111;1I 1 Ilj c: (I IL ;IIIIIiuril�.t)f flit• c,.cnc r jr) rn;akc III is ;alsl,lir;ItMil. Ae III;]( Ik iIII'mitlalicstl is tuner[ ;Ijid That IIIc• alSc: ;utd c'c,Itslrnrliutt slt;all cvnl'oran to Ilte• prutisimis ( §Y Lil-.ifl Ihroli l l §1 10409 of Ilac•-1,uct-II of 1�;Irns1;1101c zoom". Ord iiI:III c:. Signaature cif micr/Autliorized:\;cant:-- SI(IN S/SIC'r`4 L Q(J It: is;:d110_:13 11/13/2015 Print Page Print this pag9 • Owner Information -Map/Block/Lot: 328 / 151/- Use Code: 3340 Owner Map/Block/Lot GIS MAPS HESS RETAIL STORES LLC 328 / 151/ Owner Name as of 539 SOUTH MAIN ST Property Address 111115 156 IYANNOUGH ROAD/RTE 28 FINDLAY, OH. 45840 Co-Owner Name C/O PROPERTY TAX Village: Hyannis DEPARTMENT Town Sewer At Address: No GIS Zoning Value: MS • Assessed Values 2015 -Map/Block/Lot: 328 / 151/- Use Code: 3340 2015 Appraised Value 2015 Assessed Value Past Comparisons Building Value: $ 295,000 $ 295,000 Year Total Assessed Value Extra Features: $ 5,500 $ 5,500 2014 - $ 1,033,500 Outbuildings: $ 215,500 $ 215,500 2013 - $ 1,033,5002012 - $ 894,600 Land Value: $ 5179500 $ 517,500 2011 - $ 892,800 2010 - $ 897,100 2009 - $ 989,600 $ 1,033,500 2008 - $ 915,600 2015 Totals $ 1,033,500 2007 - $ 903,300 • Tax Information 2015 - Map/Block/Lot: 328 / 151/ - Use Code: 3340 Taxes Hyannis FD Tax $ (Commercial) 3,720.60 Community Preservation $'260.44 Act Tax Town Tax (Commercial) 8,681.40 Fiscal Year 2015 TAX RATES HERE http://www.townofbarnstable.us/Assessing/printl5.asp?ap=0&searchparcel=328151 1/4 29-1/2"Cut Size 29-1/2"Cut Size F1-3/4" F 1-3/4" 12-1/2" LOT Flanges 12-1/2" Lot Flanges Cut �1�I���'�[ CutSize p0 LI V LJ LL`9 Litt - Size � FFF��� fLfJJ/!l1��1 Elevation:(Qty:2) #6666.2 Directional Pan Faces Elevation:(Qty:3)#6666.2 Directional Pan Faces (Enter Right Arrow) (Exit Right Arrow) Description: (Qty:10 Total)Pan-formed replacement directional faces. -Pan-formed polycarbonate faces •Second surface applied trans vinyl �29-1/2"Cut Size 29-1/2"Cut Size •Faces in grapbCs stalled into existing directional cabinets r.wr.�..r.... Typeface/Logo: 1-3/4" (� 1-3/4" *Art on file 1 Cut �� Flanges 12-1/2" Flanges Colors: ENTERCut EXIT Size oo Size oo •Vinyl Graphics -DD Orange trans Arlon#3285 -DID trans Arlon#3284 -DID Brown trans Arlon#3282 Installation: •By Viewpoint •Note:Faces may need to be trimmed for proper ® Elevation:(Qty:2)#6666.2 Directional Pan Faces Elevation:(Qty:3)#6666.2 Directional Pan Faces fitting due to product variations (Enter Left Arrow) • (Exit Left Arrow) - -- - Job: Account Manager: Date: Revisions: Revisions: ■ ■ Customer Approval Acct.Manager Approval Production Approval Location: Donuts I Sean Donovan I Designe D.5 ( I � v'ewPoi t 1.111.393.8 2 0 0 I Location: File: Designer: 156lyannoughRd.,Hyannis,MA DDHyamis156ly duectiondlaesla.pll Pete Rivera SIGN APJo AWNING FAX 1.508.393.4244 IL W Speedway Q9 n� Elevation:(Oty:11,16666.3 Channel Style Cup Icon - - " ' ���+�' •—'= � ► .�^P' �"a=. 33"x 23-1/2'=5.39 Sq.Ft. _ ll s t r _,� Speedway - " � Facade Acrylic Faces _— 4 _ _ g Power Whip / L.E.D.Illumination Existing Raceway ` Required Mounting Hardware Photo Elevation Views(Proposed&Existing) ��: Aluminum Returns Description: Colors: Installation: Trimcap (Oty:1)Channel style cup icon. •Returns -Painted BM Night Shade#2116-10 By ViewPoint •Painted aluminum returns •Trimcap -White •Note:Power by Others •Acrylic face with trmcap •Acrylic Face-White •This sign is intended to be installed in accordance •First surface applied vinyl graphics •Vinyl -DD Orange trans Arlon#3285 with the requirements of Article 600 of the National •Internally wired LED illumination -DD Magenta trans Arlon#3284 Electrical Code(NEC)and/or other applicable Local •New cup icon installed onto existing -DD Brown trans Arlon 43282 Electrical Codes(LEC).This includes proper grounding raceway used for aid cup icon •LED. -White and bonding of the sign. Side Mounting Detail View Typeface/Logo: •Art on file Job: Account Manager: Date: Revisions: Revisions: ® i Customer Approval Acct.Manager Approval Production Approval Dunkin'Donuts Sean Donovan 04.21.15 D1.5 09.28.15 D.5 '� ®' 1.501.39 3.8200 Location: File: Designer: nt 156 lyannough Rd.,Hyannis,MA l DD Hyannis 1561yonnough channel cup lb.plt Pete Rivera SIGN ANO AWNING FAX 1.5 0 8,3 9 3.4 244 I ,.w.,.....,�..m. . .,�.mom..., w w...,. ._«„-.w..,�. .m.. .�.... ., . .„ �..,,.�,�..�.a.,�..�>.«.....,...,...Yww,....�.. .,.w.,...,w.... _... ..•...� ..�.0 �.wa a�«..w......A,w.... ......,.w,..,...,., .w....,�...,,,.<..,,. ..�....., Landlord Authorization View inn Date: SIGN Arco AWNING 35 Lyman Sireet To whom it may concern: Northboro,MA 01532 Speedway LLC,successor-by-merger to Hess Retail Stores LLC 508 393-8200 5nSY�VicewPcinOS' n tom 508 3S3v93 kSFg r si Owner of the property located at —156 lyannough(DD&Speedway)— wwwNiewpoinisi9 a.com Hyannis,MA INTERIOR/EXTERIOR SIGNAGE Electric Do hereby consent to allow Sean Donovan of ViewPoint Sign and Awning to act on my Architechxal behalf pertaining to permuting and installation of signs and/or awnings far the property Dimenssonol named above. Woyl±nsl:ng Channel Lepers LED/Neon Electronic Mess p Centers ks Sincerely, D:Val Grapk AWNINGS Commensal ` eacku .t re ry Whitman,Director of Real Estate A`�SToFoW Canvas and Operations Planning o' Retractohle Address ___500 Speedway Drive,Enon,OH SIGN SERVICE ARCHITECTURAL Telephone clo Real Estate Dept.,Rm 1604,539 S.Main St.,Findlay,OH 45840 METAL FABRICATION lwyoung@marathonpetroteum.com Email: VEHICLE GRAPHICS (PleasepriMcarefully) MEP413ERS Deeded name of property: JVL=naaehawns Sign A}s%iWi" Hess Retail Stores LLC Rh;K;y trtond Sign Auccic6on tnhrnWMnd:$ryn Assacm'ir:n P o,6east Stares Sign J,ss c a+rn Ncn th East Canvas i r x wts 4;rociohon - tndin:6al Foirricy Ass ac:a�l:an lnrnrnalion4l - Ul LISTED FABRICATORS Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-076718 DAVID J RANDA = S Cider Hill Lanc Sherborn MA 01170 116ryntliitNillli� Ex ,ration `. Co,ximissfnner 03M/2016 r AcoRO® CERTIFICATE OF LIABILITY INSURANCE P9/15/2015 ATE(MMIDDNYYY) �� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Elizabeth Bortone NAME: FM Walley Insurance Agency Inc PHONE (781)326-8383 FAX No:(781)326-8387 475 High StreetE-MAIL ADDRESS:ebortone@wallsy insurance.com P. 0. BOX 469 INSURERS AFFORDING COVERAGE NAIC# Dedham MA 02026 INSURERA:Travelers Indemnity Co of CT 25682 INSURED INSURERB:Charter Oak Fire Insurance Co 25615 Expansion Opportunities Inc INSURERC:The American Insurance Company 21857 DBA ViewPoint Sign & Awning INSURER D.Travelers Casualty & Surety Co 19038 35 Lyman Street INSURER E: Northborough MA 01532 INSURER F: COVERAGES CERTIFICATE NUMBER:2015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY N EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDNYYY MM/DDYYY X COMMERCIAL GENERAL LIABILITY 1,000 0 EACH OCCURRENCE $ , 00 A CLAIMS-MADE � PREMISES Ea curre OCCUR DAMAGESC RENTEDnts 100,000 $ 6305609C939 9/14/2015 9/14/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑ PRO �JECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ A O SCHEDULED AUUTOSS AUTOS BA0123T720 9/14/2015 9/14/2016 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ UMBRELLA LIAB X_ OCCUR EACH OCCURRENCE $ 5,000,000 C X EXCESS UAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION SSE 00048876890 9/14/2015 9/14/2016 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? a N I A D (Mandatory in NH) UB-4A698605-15 9/14/2015 9/14/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 IF yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION (508)393-4244 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Expansion Opportunities, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DBA Viewpoint Sign & Awning ACCORDANCE WITH THE POLICY PROVISIONS. 35 Lyman Street Northboro, MA 01532 AUTHORIZED REPRESENTATIVE Frank Walley III/BETH ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 ont4w) The Commonwealth of Massachusetts Department of IndustrialAccidents a I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov1dia %Yorkers' Compensation insurance.A flidavit: Builders/Contractors/Electricians/Plumbers. T I.' FILED 11111'I1 Lh[E f:'9+,I: NUTTING AUTH01 VIT. Applicant Information _ Please I't_•int Le bly Name (Business/Organization/Individual):Expansion Opportunities dba Vie.wPoint Sign and Awning Address:35 Lyman Street City/State/Zip:Northborough, MA 01532 Phone #:508.393.8200 Are you an employer?Check the appropriate box: Type of project(required): I.❑✓ 1 am a employer with 49 employees(full and/or part-time). 7. ❑New Construction 2.7 1 am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 3.71 am a homeowner doing all Work myself.[No workers'comp.insurance required.]t 9. El Demolition 4.71 am a homeowner and will be hiring contractors to conduct altwork on my property. l will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I LEJ Electrical repairs or additions proprietors with no employees. 12.E]Plumvitig fepairs or additions 5.❑1_am a general contractor and I have hired the subcontractors listed on the attached sheet. 13.�Roof repairs Tliese sub-contractors have employees and have workers'comp. insurance. 6.7 We are a corporation and its officers have exercised their right of exemption per MGL c. 14 []Oilier.. 152,§l(4),aiid we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box 91 must also fill out'the section below showing their workers'compensatiori policy information. t.Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must suWit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees.,.If the sub-contractors have employees;they must provide their workers'comp,policy number. I am an en:ployer that is providing workers'compensation insura rice for my employees. Below is 1 he policy and job site information. Insurance Company Name:Travelers Casualty&Surety Co NAIC#19038 Policy#or Self-ins.Lic. #:U13-4A698605=15 Expiration Date:.09-14-2016 Job Site Address: &I Q 001 City/State/Zip:1 . _ Attach a copy-of the rvorke 'compe sation policy declaration page(showing the policy nutn er and zpiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or:one-year 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.A,copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains ahil penalties perjury that the information provided above is true and correct. Si nature: Date: h /'/ Phone#:508-393-8200 Official use only. Do not write in this area,to be completed by city or town official. ............ ............ ..................._._ ._.___..... _,__ _._..............................................................................................................__.__..._........................._...................._.........._...... j City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Towu Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 24 XZV PM iTi.-'dam 3,'q�i� ..ya"N•' ra _ -- - - z n- ;_ _ s �y i * s 'l7,71414 ' f 5 ` AIM 70 : r DRIVE. tit. `zi'"� HRU k .,* ss¢t f � f 5M., '�..�' �r � _,t3€� _ii, � _ ,•r�+�, �` y-'' a s i ss s ^ i 6 : R o a � Al �• _ _x�'tY3 .^-.st'_� .k:it- s t`i� T�.a 7J • m e. �O C , Op y MIewP®Id'1t November i3'th, 2015 SIGN AM3 AWNING —t Town of Barnstable U_ Re uCator Services, Building Division ; ` 35 Lyman Street g y 5 Northboro, MA 01532 200 ,9Wain Street - �k Hyannis, -'AI.A 026o1 y ate. 508 393-8200 508 393-4244 Fax Attention Robin Anderson 0 signs@ViewPointSign.com rss www.ViewPointSign.com Re Dunkin Donuts, 155 Iyannough Rc6 Hyannis �d INTERIOR/EXTERIOR HeCCo Robin, SIGNAGE Electric Architectural Enclosed.p Ceasef i nd ap-p Cications and associated Dimensional documents to repCace the cup icon next to the channel Wayfinding Letters On the waCCand to reface Channel Letters (5) existing directional signs at above location. LED/Neon Electronic Message Centers Digital Graphics I have encCosed a check for the fee Of$50.00 based on the square feet of all the signs. I have provided a self AWNINGS addressedstampedenveCope for thepermit once it is issued. Commercial Backlit Thank you very much for your heCp with this project. I look Canvas Retractable forward to hearing from you. SIGN SERVICE Best Regards, ARCHITECTURAL METAL FABRICATION a n ti .L len VEHICLE GRAPHICS Permit .Manager 'Viewyoint Sign and Awning MEMBERS 35 Lyman St Massachusetts Sign Association Northboro; -'Ala. o1532 Rhode Island Sign Association 5o8"393-8200 International Sign Association sandyC)viewyoinisign.com Northeast States Sign Association North East Canvas Products Association Industrial Fabrics Association International UL LISTED FABRICATORS , i Town of, 13l11-11stable Reutlh:ltory services Ikilt I-tS AI LE.l Kich,lrcl � . 5cali, Interim I)irrc9rtr- ,�o,Ka• HuiId rlu DiN isi011 Turn fern', Builclin'-, (..'urrlrrtissiuurr �(it! `.I tlfl 1tl"Lt:f, f I';ilfllll::i. N"I 0_2 1 til 1)v4 II.b:tr;israhle.IIIn.us 011lcc" i(iS-•S�.i2-41.);15 I" it) p l'lllI IlIIIIdill^(AIR I;tl apprut iil _ ----------- Application for Sid 1 Permit. I l -----a ----- ----- G� �2 -------------- ..r:;.c,l `� ,.---- D(illig, liu>irlr:; :l :__ U )1�1v� l/"A) t[: r:]'s \u. Sig.ii Location ------------------------------ %oiling District:_—_______ Old Dins 1liglls a'r Yes/No flyarinis Historic District? Yes/N'o Property, )curler Cc 5 —��-- — L_�_auJ >--- _ .�lr-11Ls/L -- 1 --- _ Si;;R1 Cc:xltl-actor 0 4 q l.�lv, Jlc.l -W y,)14 by -------�---- ----------[c l c ,I r,l l c: ------------- --- I -�------------—-- � r�-- �Lulul;;:lrlclress:_��_— �l�L�--- � 1 d ram. �3• Description I'Icase li,llcn�' llltcncucer ctircc 1ic, Is. Yoll nitIst h;nr ;ln ac•i u 1II(C IVIH III iUu e,l sil"u svitls c111]Wrls101IS ;ulcl lcic;rt.ioll.� RQ�10.ce cup �9ctm i� 2)Cr'I�vtl [Ax) Is tf,c si 11 ru I,c c•Iccu-ific•cl:' YL.S/No 00tc•: U res, it r I'll U1 /)C/'Ml[r.Y r-c•clrrrr-ecU lVlddi of'building,I-ace --------f-t. x 10 m .10 V-91cl Idc.'� Check one R e.tisting sign✓__ or \'eLv------Total Sq. Ft. oJ-proposod sigcl (s) , 3`f_5, Il l itrr Irn rc�,rrl�li/ir,.rr:rl:rrr.-�/,lr•;r.ir.•,'r/l:ri'lr.r�Jrc'c•I li�lirr,�'c•;rr",1r rr,�rc• r11L,fr r(irrrcvr�iurcc If ref"acilig All e:Ustlrl;;51g11 ple15€; I'rrO1 de a picture. OE tide eXlst'.116)Sigu will di1.1'T1(IISIOIli. hcr'c:ln c-crtilw rhar I ,till rl,c 4)"vucr or 11ml I lmvc rllc n111ho my r,l !I it- O,xincr rrl male(.: Ellis applic'arir,rl. Illat Ills illlu!ltrcliulI is currcrl ;uld that Il,c Ilse ;IIId cultslructir,u Iu thu pruvisiuns crl §210-.iO (IIIoll-11 §2 t.tl-1':I of Ilu•Tc,cc-n of(ianlslal,lc- %ullill, Orcfin;ulc c. Sinature ofOwiter/Audicirized A— nt: - � ^---------- D;cte—U/1�--- SIGi`lti/Sli: NF,E:1,0 1 r'evis'.dI 1041 Sign Permit BARNST� . TOWN OF BARNSTABLE MASS. �16 3 A� Permit Number. Application Ref: 201502301 20071100 Issue Date: 05/04/15 Applicant: Proposed Use: GASOLINE SERVICE STATIONS Permit Type: SIGN PERMIT Permit Fee $ 150.00 . Location 156 IYANNOUGH ROAD/RTE 28 Map Parcel 328151 Town HYANNIS Al Zoning District MS Contractor PROPERTY OWNER Remarks REFACE EXISTING SIGNS 49 SQ PLYON& 18 SQ WALL SPEEDWAY FORMER HESS DUNKIN DONUTS Owner: HESS CORPORATION Address: PO BOX 696419 SAN ANTONIO, TX 78269-6419 Issued By: PC, POST THIS CARD:SO THAT IS VISIBLE FROM TFIE STREET I� 1 �� `� - - � __ _ � _ f�-- � - -� - �' i ii � �, i l� 4 t '<' Town of Barnstable .71 Regulatory Services BAMSTABIZ Richard V. Scali, Interim Director MASS. 16.39. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, N/1A 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit Appllcaia�)!�':�'2 I_qa5de -I--- Assessors No. Doing Business As:_6��e e, Telephone No. 0 Sign Location IV Street/Road: Z4� Zoning District: Old Kings Highway? Yq� Hyannis Historic District? YesG Property Owner Name: _Tcleplione:_ Address: Village: Sign Contractor )49 Name:—_& Telephone: Im Mailing Address: :2 o 2 42 �et IV '/ Description Please follow the cover-directions.You must have an accurate rendition ol'sign"i imc isions and location. Is die sign to be electrified? (es (Note:ITYCS'a ttin'14gpci-mil isr-cqWTC'& Width of building face fLxlo= X.10= 4/ {� {�y ��3��y�� "" Check one Reface existing sign_ or New Total Sq.Ft.of proposed sign(s) 7.-,-1 IJ*y-0u have addVioija1SJ' splcascalLacliasliccilisti�igcaclioijcj4iLliclimci 171 ISIOUS If refacing an existing sign please provide a picture of the existing sign with dimensions. /'11", K I hereby certify that I am the owner or that I have the audiority oftlic owner to make this application, that die information is correct and that die use and construction shall conform to die provisions of §240-59 dirough§240-89 of die Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date SIGNS/SIGNR-EQU revisedl 10413 L/SRG ia�troiSi:t}'R.-.td'�fs{QL9 R IYR`aa$:� Y.1�.WFS - n41 a P,4116 , Q,806 SW2442 Speedway-2442 Speedway Store 0002442 156 Iyannough Rd Hyannis, M.A kmft s�tc���ap,��•�o� i :���d�•�s���� � �' ���v.���� c��1o�a�ir�4 - d Ovid 0065 PLk2. : WO o OILI V40, NJ bi al F got ]ROM im -sip 0oimt��'� h. ¢: or i~AX Wl • G4194S4 F f 3 i s F 7 i The Commonwealth of Massachusetts Department of Industrial Accidents Ofike of Invesfigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/orpaization/Individual): Address: City/State/Zip:, �i � Phone#: Are you an employer?Check the appropriate box: F2.13 M-I m a employer with . L-0 4• 0 I an general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity, employees and have workers' [No workers' co 9• Building addition comp.insurance comp.insurance.t ❑ g required.] 5. ❑ We are a corporation and its 10.❑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.[�Roofrepairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13-❑Other �3f :z,-S COW insurance required.] *Any applicant that checks box#1 must also fill out.the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-colors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp-policy number. I am an employer that is providing workers'compensation hisurance or m formes I 1' p�Ye�. Below is the policy and job site n. Insurance Company Name:�i ,—fTT;,fir L Cc� Policy#or Self-ins.Lic.#: Expiration Date:_ Job Site Address:__ ..�JtC!<� 4r✓��l' City/State/Zip: Attach a.copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.:152 can lead to-the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties ofperjurY that the informadon provided above is true and correct ' S / Date: "l Phone#:. c� O1,tieial use only. Do not write in this area,to be completed by city or town officiat. City or Town: Per mWL.icense Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town.Clerk 4.Electri 6.Other cal Inspector S.Plumbing Inspector Contact Person: Phone M , A.0"So 4 �E t � r 4d h ATIAMUN9 SITE MAP TITLE DWG BV DATE DATE REVISION By TNB6nN OWbU.0RPU8US4ED Speedway SH 04/02/15 IsSU 7TEDFOR OURPERSONAL P H I L A D E L P H I A S I G N ADDRESS SW2442-Spdwy Store 0002442 DWG NUM g60975 USEwc UDa�N'w PRtt 8 RI NGING THIS WORLWS BRANDS TO LIFE 1561 annou hRd IT S ROT O6 PoRBN TO p IS NOT TO BE$NOYlN i0 nM'ONE y 9 SHEET W IS ITT tOBOUR Og 0011Eo TLCED. ORA C Hyannis,MA 02601 1 OA ExN101TED IN ANx FnSWON. 707 WEST SPRING GARDEN SE•PALMYRA,NJ+08065•P:856-829-1490+F:856-829-5549•WEB:hip:lA—phlladalphlaslgn.com (ME) FREESTANDING ILLUMINATED PYLON WITH 2 PRICE DISPLAY BEFORE AFTER dLi .:,. ... SCOPE: i CUSTOM REFACE OF EXISTING PYLON 73-1/4" x 96-1/8" 5 IsE. POW A":' PYLON ELEVATION PYLON ELEVATION TITLE DWG BY DATE DATE REVISION BY iH156 AN ORIGINALUNMUSHED Speedway SH 04/02/15 ISSUUSNITTEDFORYR"""SONA' P H I L A D E L P H I AS I G N ADDRESS SW2442-Spdwy Store 0002442 DWG NUM USE W Dd1 R8 A PR T B6O975 wDFORrD .SC.O. IT IS NOT TO BE SNOYM 10 ANYONE DRINGINC THE WORLD'S BRANDS TO LIFE 156 Iyannough Rd SHEET OUTSiOO BE USS"OPIEDTOWN N0NE Hyannis,MA 02601 2 OR IXH&EO OU ED. IN—FASIYgN. 707 WEST SPRING GARDEN ST•PALMYRA,NJ•08085•P:856-829-1460•F:856.82MU9 WEB:hUpdA .Philadelphlaslgn.com N 195 CANOPY ELEVATION BEFORE ^ I q .,x y „nay 4 SCOPE: d 4' REFACE PUMP NUMBERS x 4"r a 'fin,, 11'4-1/2" AFTER �a o „Speedway„ ILLUM CHANNEL LTR ELEVATION B a� a SCALE:3/8"=1,0," . 4 • ti 1 TITLE Speedway DWG BY SH DATE 04/02/1S DATE REVISION BY DFAYAK CREATEDYP CO.IT RYaOP RwNAL P H I L A D E L P H I A S I G N ADDRESS swzaaz.spdwy stone 000zaaz DWG NUM LEE NCOILKNO RY4THA PROJECT P860975 REND PLAFFEIS SUB TlED D BRINGING THE WORLD-5 BRANDS TO LIFE 1561yannough Rd RISWTTOBESORY TO R G F✓Di TO BE SIgwN i0 ANYONE IOE Hyannis,MA 02601 SHEET 3 OJTSYCUROR ZAD0NNOR H Y oRUT"0MTEONAN FASRONRODUCED, 707 WEST SPRING GARDEN ST•PALMYRA,NJ•08DBS•P:856829-1460•F:856-829-8549•WEB:http:/A—phIIadeIpMzslgn.c= ®i HESS EXPRESS BUILDING BEFORE SCOPE: PAINT GREEN TRIM BRONZETONE -REMOVE GREEN CHECKERS kr REFACE"HESS EXPRESS" TO"Speedway" zj s x , AFTER h N t TITLE DWG BY DATE DATE REVISION BY TILLS IS AN ORIGINAL UewER 90 Speedway SH 04/02/15 DAAAINGCREATEO BY P.SCO.IT I MS SUB 8TE DMR YOUR PERSONAL ADDRESS DWGNUM USEINMNCTONW APROJECT fp PHILADELPHIASIGN sw2442-spdwy scope 0002aa2 B60975 BEIW PLANNED FOR YOU BY RSC O. BRINGING THE WO0.LD'S BRANDS TO LIFF. 1S6 lyannOU911 Rd I7 IS YONE OLISIDEI TD BE Y"0GANZAMN TO µNOR H Hyannis,MA 02601 SHEET 4 IS IT TO BE USED,CONED,AEPAOWCEO, y OR EXHIBITED IN ANY FASHION. 707 WEST SPRING GARDEN ST•PALMYRA,NJ•08066•P:866-829-1460•F:856-829-BS49 WEB:http:/A• .phlWelphlaslgn.com � HESS EXPRESS BUILDING BEFORE SCOPE: REMOVE GREEN CHECKERS s � �' •"�' �� �+ '���,,�,�� �" ,vat,rv,i.. AFTER m x St 1 �• av '�+•`Arz' r, _ t , n- TITLE Speedway DWG BY SH DATE 04�02�1 rJ DATE REVISION 8Y "ING CREATED BY P.SO0.IT THIS 6 AN ORIGINAL UNR,9USNE0 UTED UR P H I L A D E L P H I A S I G N ADDRESS SW2442-Spdwy Store 0002442 DWG NUM B60975 RE��c mo PERSONAL.. BRINGING THE WORTO'S BRANDS TO LIFE 1561yannough Rd 96 NOT PORYOUOYNYONE. R It NOT O BE SNOYIN TO ANYONE OUTSIDE YOUR ORGANIZATION NOR SHEET IS IT TO RE USED,COPIED,REYRODUCEO, Hyannis,MA 02601 S OR IXHPoTED IN ANY FPSIOON. 707 WEST SPFBNG GARDEN ST•PALMYRA,NJ•08065•P:856-829-1460•F:856-829-8549 WEB:hUp./A-AN.phIIadelphlaslgn.com L YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates[cost$40.00 for 4 years). :A business certificate ONLY REGISTERS YOUR NAME in town(which you . must do by.M.G.L. -it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601.(Town Hall) and get the Business Certificate that is r' . required by law: ` QATE: 12/24/14 Fill in pease: r APPLICANT'S.. YOUR NAME/S: / Dry Q GG/2 Salvi Couto . '•: BUSINESS . YOUR HOME ADDRESS: 169 Main Street Stoneham, MA 02180 781-279-0290 TELEPHONE It HomeTelephone Number NAME OF CORPORATION;Cape Management Team, LLC DBA Dunkin'Donuts NAME OF NEW BUSINESS TYPE OF BUSINESS Retail Operation IS THIS A HOME OCCUPATION? YES-" NO X. ADDRESS OF BUSINESS MAP/PARCEL NUMBER 3z U (Assessing) c Z�� 01-0769146 E /i /�,. �[>��S couto' When starting a new.business there are several things you must do in order to be in.camplianee with the rules an rsgufatfons of the Town of Barnstable. This form is intended to assist you in obtaining the information you.may need: You MUST.GO TO 200 Main.St - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this tom-r. , `I. BUILDiNG.COM ISSIO ER'S:OFFI This.ind v1dul�,� e n fnforr of ny �rrnit e pi is that pertain to this type of business. Auth riz Signat r . COMMENTS. 2. BOARD OF HEALTH c This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature*' COMMENTS • 3. 'CONSUMERAIFFAIRS (LICENSING AUTHORITY] This individual has been informed of the licensing requirements that pertain to;this-blpe of business. a Authorized Signature* COMMENTS: I PROJE )� � NAME: �� ;1�7, .S ,'l� y ADDRESS: PERMIT# PERMIT DATE: 0.00. LARGE ROLLED PLANS ARE.IN: - BOX SLOT Data entered in MAPS program on: p b BY: . • o q/wpfiles/archive ENGINEERS •-SCIENTISTS • PLANNE'RS One Grant Street PO Box 9005 Framingham, MA 01701-9005 R I Z Z 0 (508)903-2000 A-S S O C I A T ES (508)903-2001 fax A TETRA TECH COMPANY www.rizzo.com November 8, 2005 } Thomas Perry, Director Building Department Town of Hyannis 4 200 Main Street Hyannis, MA 02601 , Re;' 156 lyannough Road Hyannis, Massachusetts Dear Mr. Perry: . R: David M. Albrecht, P.E. (MA#37310) is issuing this affidavit that the above project has been built in conformance with the plans prepared by Rizzo Associates, Inc. , Please call with any questions: Very truly your11M DIAVID AA. to - David M. Albr Senior Project' C: Salvi Couto, Couto Management Company _ Christy Mihos, Christy's f File PA9000\9760\LETTERS\110205LTR-HYANNI SBLDG.DOC - a ENGINEERS - SCIENTISTS - PLANNERS One Grant Street PO Box 9005 Framingham,MA 017 01-900 5 R I Z Z O (508)903-2000 A S S O C I A T E S LW" )903-2001 faxA TETRA TECH COMPANY _`- izzo.com November 2,2005 Thomas Perry,Director Building Department Town of Hyannis 200 Main Street Hyannis, MA 02601 Re: 156 lyanough Road Hyannis, Massachusetts Dear Mr. Perry: David M. Albrecht, P.E. (MA#37310)is issuing this affidavit that the above project has been built in general conformance with the plans prepared by Rizzo Associates, Inc. We have completed an as-built condition site review and based on site conditions and unforeseen (underground conditions)minor site modifications were made by the site contractor. Please call with any questions. Very truly yours, David M. Albrecht,P.E. Senior Project Manager C: Salvi Couto, Couto Management Company Christy Mihos,Christy's File P.'mwxO-w!ETTE.R, IlWSLTR-HYAVy1SBLDG.DOC y. Nutter Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM March 8, 2005 #100848-14 By Hand TO: Tom Perry, Building Commissioner FROM: Patrick M. Butler CC: ChrisCo, LLC RE: 156 Iyanough Road, Hyannis This memorandum will serve to followup on our recent discussions concerning the above matter. As you are aware, the Board of Appeals granted Special Permit No. 2004-087 on October 21, 2004 to allow for redevelopment of the property. As I indicated during our meeting, the property has been the subject of environmental contamination issues. The applicant's environmental consultant, Norfolk Ram Group, has confirmed that clean up of the polluted soil on the site will require demolition of all or most of the building. I have enclosed the attached correspondence dated March 1, 2005 confirming the necessity of demolition to address the hazardous material clean up per your request. /,Q� < In addition, our client has contemplated the utilization of restrooms which would not be l l open to the public and available for employee use only. In reviewing 248 CMR 210(I)(3) on allows for the utilization of a unisex toilet. Further, the language of Section 210(I)(4) would allow for a single unisex toilet so long as there is reasonable access (within 300 feet and on the same floor) to core or common facilities. That language is mutually exclusive from the 1,200 square foot size of the building. I enclose a copy of 248 CMR, together with the table that would indicate that a single, employee only unisex bathroom could be allowed under these circumstances. Based on the foregoing, we believe you may appropriately allow a single unisex toilet for employee use only in this building. We would request your approval of same. Finally, I enclose a copy of the site plan depicting the location of the existing building. In light of the demolition noted above, our client wishes to add a 5 foot cooler area as depicted Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com • Tom Perry, Building Commissioner March 8, 2005 Page 2 on the attached plan and highlighted in orange. In that the cooler area is entirely within the existing foot print and substantially within the area designated for reconstruction of the wall area, we would request that this be deemed a minor modification not requiring further site plan review. Please let me know if you require any additional information regarding the foregoing. We would appreciate your approval of these requests at the earliest opportunity. PMB:cam cc: ChrisCo, LLC 1410185.1 I NORFOLK RAM GROUP ENGINEERING THE ENVIRONMENT O March 1, 2005 Patrick Butler, Esq. Nutter McClennen & Fish LLP 1513 lyannough Road PO Box 1630 Hyannis, Massachusetts 02601-1630 Privileged and Confidential: Prepared at the Request of Counsel Re: Impacts of Contamination on Future Site Development 156 lyannough Road, Hyannis, MA Norfolk Ref. No. 927.1.1 Dear Pat: As requested, Norfolk Ram Group, LLC (Norfolk) is providing this summary regarding the impact of environmental issues on the proposed development of the property located at 156 lyannough Road in Hyannis, Massachusetts (the Site). Norfolk has been providing ongoing environmental consulting services during recent site development/reconstruction activities. The only known impacted soil remaining at the Site is located in the vicinity of the former waste oil underground storage tank (UST), which was located behind the service station building. Analysis of a soil sample taken from adjacent to the footing of the foundation and at a depth beneath the foundation indicated that concentrations of extractable petroleum hydrocarbons (EPH) exceed applicable soil standards. . Soil excavation in this area was discontinued because, in the judgment of Camp Dresser and McKee (CDM), the hole threatened to undermine the service station. footing." Norfolk was also present during excavation, and we would concur with CDM's judgment. In Norfolk's opinion, soils remain at the Site that warrant additional remediation. Further ex tio cavan_�of formed soil.can-beape_r .,_but_b ng-demoliti _u.i.l.d:i. on=wo u d: be necessary_. Following your review of the above, please do not hesitate to call with any questions or comments. Yours truly, Norfolk Ram Group, LLC U - Jos h alvetti, LSP Jonathan D. Kitchen, PG Senior Ass ciate Project Manager cc: Michael J. Dissette, Esq. NAProjects\927 ChrisCo\05corr\Butlerl.DOC ONE ROBERTS ROAD •f LYMOUTH,MASSACHUSETTS 02360 •(508) 747-7900 PHONE •(508)747-3658 FAx 25 BIRCH STREET,BUILDING B •MILFORD,MASSACHUSETTS 01757 •(508)478-1276 PHONE •(508)478-1498 FAx W W W.NORFOLKRAM.COM s I _ 248 CVIR: BOARD OF STATE EXAMENERS OF PLUNMERS AND GAS FITTERS 2.10: continued 6. All secondary and post secondary schools that conduct sporting or physical activities on school premises and/or have a gymnasium in which said activities may be conducted, shall have separate showers for each sex to accommodate students. All schools which have trade type programs in which student may become soiled, shall comply with 248 CMR 2.10(19)(h)6. 7. Deluge showers shall be installed in every school chemistry laboratory classroom, or any room used for similar purposes wherein flammable liquids and open flame devices are used in conformance with the most recent 527 CUR adopted by the Board of Fire ' Prevention. 1. In each establishment where people are employed,there shall be separate rest ore x,located in each establishment and shall be plainly so designated. 1 2. Facilities in establishments referred to in 248 CMR 2.10(19)0)1.within two branch levels shall be acceptable. Facilities shall not be required for mezzanines. See 248 CNR `3`-_Unisex toilet-rooms-are-allowed-if they-meet.-the-requirements_of 248 `" �.cP 10(1.9)(m).. j r,, 4. In business or commercial establi,hmen(except industrial)which contain less than 1,200 gross square feet of floor ar or oes no ave rea nable access_(within_3O0 feet r IJ)A��i rf ?if dan on t_ he same floor)to core or common facili i done toilet room located within the l�sS�Y` establishment with the number of fixtures according to the standard set forth in 248 CMR 2.10(19)Table I for employee facilities, shall meet the minimum requirement. 5. In every establishment where only one person is employed or works,there shall be one water closet and one lavatory for use of its tenant, provided within reasonable 0.&ce S5 distance,not to exceed 300 feet. Core or common facilities within reasonable distance 5,be Ckr— (defined in 248 CMR 2.10(19)()4.),located on the same floor as the establishment being serviced and having separate designated facilities for each sex,may be used to meet the requirements of 248 CMR 2.10(19)(1)5. The number of fixtures in the core or common facilities shall be according to 248 CMR 2.10(19): Table 1 for employee facilities(non- industrial). 6. Where core facilities are allowed and in compliance with the code, additional designated toilet rooms shall be allowed within the establishment. These fixtures shall not be credited to the requirements of 248 CMR 2.10(19): Table 1. (j) Employee Facilities(Ind 1. In every industrial establishment,all toilet room facilities including the number and type of plumbing fixtures, the floors, walls, windows, ceilings; lighting, ventilation, doors, partitions, design and location of toilet rooms shall comply with 454 CMR 2.00: Toilets in Industrial Fstablishments. 2. Separate toilet rooms shall be provided for each sex and shall be plainly so designated. See 248 CMR 2.03: Mez7anin . 3. The number of water closets and lavatories shall be provided within reasonable access (defined in 248 CMR 2.10(19)6)4.) and in accordance with 248 CMR 2.10(19)Table 1 for industrial facilities. 4. Reasonable distance for industrial`establishments shall comply with the following: in no case may a water closet be located more than 300 feet distance from the regular place of work of the persons for whose use it was designed, except where service elevators,accessible to the employees,are provided. 5. Each 20 inches of usable or circumference 18 inches sink will be considered as an equivalent of one lavatory. 6. In special industries of departments where there is undue exposure to poisonous. substances or liquids or where the work is especially dirty,one lavatory or sink may be required for every five persons and in all cases, a potable water supply of hot and cold water shall be provided. (k) Medical and Health Care Building Facilities. 1. In all medical and health care buildings there shall be separate designated toilet facilities on.each floor for male and female patients and visitors. 2. The facilities may be located in a common or core area on each floor that is within 300 feet of all offices. 3. Accessibility shall be direct; it shall not require going from one medical office through.another. 8/9/96 248 CMR-72 248 CMR: BOARD OF STATE EXAMINERS OF PLUMBERS AND GAS FITTERS 2.10: continued 4. Handicap facilities are required on each floor. 5. A minimum of one drinking fountain shall be installed for each set of toilet rooms. (1) Covered Malls. 1. In all covered malls there shall be separate designated public toilet facilities for male and female,centrally located in the common area on each floor. " 2. These facilities are in addition to the requirements of 248 CMR 2.10(19)(1)regarding toilet facilities for male and female employees. 3. When occupancy exceeds 9,000,water closets shall be installed at the rate of one per 1,500 for women and one per 3,000 for men. Lavatories shall be installed as listed in 248 CINM -1 0(19)Table 1. (in)—HandicaR Fa ility Requirenfe-nt. Facility for the physically handicapped person: �1`—Fixtu shall hall be installed in conformance with 521 CMR 3.30.0 Public Toilets(for fixtures dimension requirements only). 2. When public rest rooms are installed,handicap fixtures shall be installed to comply with the requirements of 248 CMR 2.10(19)(m). 3. Unisex handicap facilities are allowed when approved by the Board through a variance process as indicated in 248 CMR 2.01(1). a._A variance.is_not_required_if_the_fixtures.in-antexisting•or-proposed-men-s-and women's room and-the=fixtures-in--wunisex-handicapped-toilet-room meet the minimum fixture requiter ents_in124$.CMR 2rI0(19) Table I.k-ufisefc toilet ay be co nu ed only once toward the total minimum fixture requirements. b. These facilities shall be kept clear of obstructions at all times in accordance with 105 CMR(the sanitary code). 4. Wherever drinking fountains are provided, at least one drinking fountain shall be accessible to and usable by person in a wheel chair. (n) Rest Rooms General. 1. Toilet rooms accessible to the public which have two or more water closets or urinals,or two or more thereof in combination,shall have a floor drain and a valved hose bibb connection equipped with an approved backflow preventer for the purpose of flushing and/or sanitary hosing. 2. Floor drains shall be of an approved design and shall be installed in the vicinity of the urinal(s)and at a grade to permit floor drainage to it from all directions. 3. Water closets for public use shall be of the elongated type and seats shall be solid plastic,non-porus of the open front type. Refer to 2.10(6)(a)through(f). 4. When a urinal(s)is provided,floor areas to one foot in front of the urinal lip and one foot on each side of the urinal and the wall areas to four feet above the floor, shall be furnished so as to be non-absorbent. Wood and fiber boards are prohibited in these areas. Refer to 248 CMR 2.10(7)(c). S. In a room with more than one water closet,or with a water closet and a urinal,each water closet shall be enclosed. Each urinal shall be side shielded for privacy. 6. When two or more urinals are required a shield shall be provided between urinals. (o) Laundries. 1. One clothes washer hook-up shall be provided in dwellings for single residence. 2. A minimum of one clothes washer hook-up shall be provided in multiple dwellings for each ten apartments. 3. One laundry tray or washing machine for every 20 apartments or fraction thereof, shall be acceptable in housing for the elderly. (P) Urinals, 1. Urinals may be substituted for water closets where indicated in 248 CMR 2.10(19)Table 1 are listed by percentage. 2. Urinals listed for elementary, secondary, post secondary and industrial factory/warehouse are in addition to the water closets required. 3. When urinals are used at least one shall be set for handicapped use. (q) Bathroom Croup Defined. a bathroom group shall consist of one bath tub or shower stall,one water closet and one lavatory. 8/9/96 248 CMR-73 v S� 00 Building Clarification Use Group Water Closets Urinals Lavatories Drinking Bath/ Other Notes, n � see note 1 Melcs Each Sex Fountain Shower Fixtures 248 CMR 2.10(19) Females Males Theaters A-1 I per 30 1 per 60 50% 1 per 100 1 per 1000 1 service sink b,(i)1., m, n,(i) o u ] +► Nightclubs,Pubs A-2 1 r 30 I per 50 50% 1 per 75 l r 5000 P b,(sit),(it), O co O, Restaurants A-3 1 per 30 I per 60 50% I per 200 I per 500o n0O1 b, m, n, co o. Hall Museums,Etc. A-3 1 per 50 1 per 100 50% 1 per 200 l per 1000 b,(i)1., m, n, r Coliseums Arenas A-3 1 per 30 1 per 60 50% 1 per 150 1 per 1000 b,(i)1;, nt, u, O House of Worship A4 I r 50 1 per 100 50% 1 per 200 I per 1000 b, e (in),(n), t J 'f0+ Stadiums Pool,'Etc. A-5 1 per 30 1 per 60 50% 1 per 150 I per 1000 i 1., m, n, �O 00 . Bathing(Public Beaches !per 200 1 per 500 33% 1 per 1000 1 per 1000 I per 1000 1 Service Sink d, m,(n), C 7�7 Day Care Facility(Child) E-I-3 1 per 20 1 per 20 I per 20 1 per 75 1 Service Sink (e),(in),(n) (Staff) N/A 1 per 20 1 per 25 33% l per 40 (i).(in),(n),(p) ,hd O _ to Detention Facility(Detainee) I-3 1 per 6 1 per 8 33% 1 per 6 )per 8 (f),(in),(p) Ste N/A 1 per 20 1 per 25 33% 1 1 per 40 (i),(m).W.(p) O Dwellings(Single) R One Bathroom Group and One Kitchen Sink (o),(q) y [� rn X (Multiple) R One Bathroom Group and One Kitchen Sink per Unit (o),(q) (Hotel/Motel) R One Bathroom Group per Unit (m),(q) .� (Dormitories) R-2 1 per 6 I per 8 33% 1 per 8 I per 75 I per 8 I Service Sink (8),(in),(it),(P) � rn er Floor Educational(Kindergarten) E I per 20 1 per 20 1 per 20 1 per 75 1 Service (h),(i),(in),(n),(p) NL� (Elementary) E I per 30 1 per 60 1 per 60 1 per 60 1 per 75 Sink 00 (Secondary) E I per 30 I per 90 1 per 90 1 per 90 I per 75 Per (Post Secondary) E I per 90 1 per 180 1 per 180 1 per 180 1 per 75 Floor �A (Staff) E 1 per 20 —_1,per_25_ 33% 1 per 40 Employee(Non-Industrial) =p-,20 I per 25 �� 33% 1 per 40 1 per 200 1 per 150 1 Service Sink (i),(m),(n),(p) r Floor Employee(Industrial Factory/ F I per 15 1 per 20 1 per 40 1 per 30 1 per 100 1 per 15 0),(m),(n),(p) Warehouse and Similar Usa e ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Ja Parcel JS� Permit# Health Division o �iy 0" 'rA Date Issued Conservation Division � Application Fee Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Plan Board Historic-OKH Y Preservation/H annis Project Street Address S� _L LOnnnUSt Od Z kojke ar,,�►�nni S m } Village N�iann i 5 Owner (fhr i s LO RCcv�h , L l f' Address 69 MCAT n S-� S-kprie_ trn Mh 6d180 Telephone _?V1" X�q-OalgD Y 1 Permit Request Derno fXiS-V nC, L �O /t (4 > t-"( (o cJ We— Square feet: 1st floor: existing 100 proposed GOB 2nd floor: existing proposed Total new Zoning District Owy 1305. Flood Plain /�/� Groundwater Overlay Project Valuation a U / tion Type Q 1 Yp Lot Size 3 S1 , R M Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) -Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: f/Gas ❑Oil ❑ Electric ❑Other Central Air: Ues ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization @ Appeal# a609 "037� )CM-bN Recorded❑ Commercial M"Y'es ❑No If yes,site plan review# Current Use Gcis s ►on Proposed Use Gus , Con De_r)Wnce, S40"C cool Vvei (in _. _ - ��;�,�� �,.�-�► 0�;�e 7"ti ram, �F��►�i r�N ����� w�� ION Name 1,051 U L L Telephone NumberC� Address License# 0 H U J r-J Home Improvement Contractor# Worker's Compensation# q 6 3 Y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE ffi-61 a i FOR OFFICIAL USE ONLY w• PERMIT NO. BATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: FOUNDATION i FRAME ' INSULATION ; FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL ,t GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. 1 I WDS,LLC 155 Bodwell Street Avon,MA 02322 (508) 559-9001 Tel. (508) 559-9046 Fax WWW.WDSDEMO.COM May 17, 2005 Via Fed Ex: 8507 1248 2158 Angela Whelan 1 � ,l Town of Barnstable Regulatory Services Building Division 200 Main Street \ NJ Hyannis,MA 02601 RE: 156 Iyannough Road/Rte 28 Dear Angela, 1�► I am writing to follow-up on our May 17, 2005 phone conversation regarding a DEMO permit at 156 Iyannough Road. I appreciate your time in reviewing the application. It appears that the DEMO permit application is now complete. Per our discussion,please find our DEMO permit application,including a check to cover your fees. Please also find a self addressed envelope for return of the DEMO permit as I understand that Tom will be unavailable until Friday,May 20, 2005. Please contact me at(508) 559-9001 if you have any questions or concerns. Very truly yours, Neil S. Beranbaum Project Manager NSB/ Enc. Cc: Couto Management, via Facsimile(781) 279-0360 a r Town of Barnstable �.� Regulatory Services Tjiomas F.GeUer,Director Building Division �sD r�iP� TomPerry, Building Commissioner 200 Main Street, Iiyannis,MA 02601 Aown barnstable;ma.us Fax: 508-790-6230 ' OCe: 508-862-4038 Property Owner Must Complete and Sign TMs Section If Using ABuild.er as Owner of the subject property C_ to-act on mybeha , :hereby authorize r (,�M � It f'f�✓� • tiers relative to work authorized bythis building Permit application or,fn it,on ms• �o ov Ve dress o job) X Date Signature of Owner i . t Client#:34609 WDSLL ACORDT' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/26/05 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INSURANCE MARKETING AGENCIES,INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 306 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Worcester,MA 01608 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 508 753-7233 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: James River Insurance Company 22292 155 LLC B INSURERB: The Hanover Insurance Companies 21105 55 l Street INSURER c: North River Insurance 19410 ` Avonn,,M MA A 02322 INSURER D: Commerce&Industry Insurance Co. INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSRE TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE(MM/DDIYYI DATE MMIOD/YY LIMITS A GENERAL LIABILITY 000085310 02/21/05 02/21/06 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENToccEPREMISE urD $50 OOO CLAIMS MADE FE OCCUR - MED EXP(Any one person) $ X BI/PD Ded:2,500 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG s2,000,000 POLICY jPEC JET LOC B AUTOMOBILE LIABILITY AFN758269500 07/10/04 07/10/05 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY IX NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO ` OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESS/UMBRELLALIABILITY BINDER149929 02/21/05 02/21/06 EACH OCCURRENCE $5 000 000 OCCUR CLAIMS MADE AGGREGATE $1 O 000 000 DEDUCTIBLE $ RETENTION $ $ D WORKERS COMPENSATION AND WC9696348 06/12/04 06/12/05 X WC I IMIT OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 Oyes,describe and EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 ' If yes,describe under SPECIAL PROVISIONS below -OTHER E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS PROJECT: Hyannis Mobil Station Renovations CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION COunto Management Group DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN .169 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Stoneham,MA 02180 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #113187 RAC/ 0 ACORD CORPORATION 1988 f - • The Commonwealth of Massachusetts • (� Department of Industrial Accidents - waermMumpffm 600 Washington Street Boston,Mass. 02111 Workers' Co ensation Insurance Affidavit-General Businesses �i�iy�%////////////// /���� ,����/������r�����������������/� address: city state: zip: phone# work site location(full address)' - ❑ I am a sole proprietor and have no one Business Type: El Retail ElRestaurant/Bar/Eating Estab1i . .at working in any capacity. ❑Office❑Sales(including Real Estate,Autos etc.) ❑I am an em to er with em to es(fall& art time). ❑Other ///%gV////%/G11%y...� etu/ A//////////%%/% %�//�%///////// /// I am an employer providing workers' compensation for my employees working on this job, company:name •` � '' r �"j :1 •� / " ' b phone#: city ' Ynstirance.cbt.= ' Ro I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: com en name• 6ddressd. city insurance co. .'.� ;a:,�'!:�.'• 'olic # +: : :• •. . com en.,nsiiiee • address: insurance co,: Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties is the form of a STOP WORK ORDER and a fine of$100.90 a day against me. I understand that it copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby certz u der the pains d penalties ofperjury that the information provided above istrruf and f orrect � _ Signature / Date 1 1),4( of Print name ,u�C G J• °J Phone# (T6 T '�. f t/a� i` official use only do not write in this area to be completed by city or town official city or town: permit(license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department con dtact person: phone#; ❑Other (mvne Sept 7D03) f f Information and Instruction s Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from an employee the"law"' to ee is defined as every person in the service of another under a�contract p y of hire,express or implied, oral or written. An employer is defined as an individual,partnership,association,corporation or other legal entity, or any two or 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 maintenance, construction or repair work on such dwelling house or on the grounds or persons to do mamt ep another who Toys pens � building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. `. ME WA Applicants completely,by checking the box that applies to your situation. Please Please fill in the workers' compensation affidavit supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the 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. VIIZIA City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will b'e used as a reference number. The affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, 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 BMW Of Imsfigadons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-774.9 phone#: (617) 727-4900 ext.406 .-PargJ Detail Page 1 of 2 . IKE �;Jl fi iRR . , . M.y sa m ' ti Logged In As: Tuesday, Mi Planning Parcel Detail Home Application Center Parcel Lookup - Parcel Info Parcel ID 1328-151 Developer Lot' Location 1156 IYANNOUGH ROAD/RTE 28 Frontage 1295 Sec Road IYARMOUTH ROAD I Frontage 134 Village EYANNIS I Fire District HYANNIS Road Index 10780 I� Owner Info owner RUMPLER, LEONARD M ETALS TR i Co-owner %CHACE,TRUTTENBERG & FREEDI Streets ONE PARK ROW SUITE 300 Street2 City PROVIDENCE _ I State IRI zip 02903 Country Ls- Land Info Acres 0.96 use iGAS ST SRV r� zoning IB Nghbd 1CI13 Topography Road Utilities I Location Construction Info Building 1 of 1 Year 1975 Roof AC Built Struct „� � e_ Type�®_.._.....__.._ - Effect 1388 Roof Bed Area Cover Rooms �w. Style Sery Sta 2-bay Int Bath44 Wall Rooms Model SerV StatlOn Total _..._._._ i, t Rooms f1 21 � Int __„_,_ Bath Grade Custom � � r Floor t Style+ H f Kitchen �� Sty 4, s - Stories -�' a le - - Ext MASONRY Heat Bath Wall Fuel Split I Heat Found-1 _.. Type 1.____._._..__..__._ l ation ! I Permit History http://issgl/intranet/parcelinfo/ParceiDetail.aspx?ID=27880 5/10/2005 'Parc d Detail Page 2 of 2 Issue Date Purpose Permit# Amount Insp Date Comments 4/1/1993 B35756 $25,000 HY ALTER. 4/1/1991 B34294 $175,000 HY PUMP I 12/1/1974 B17480 $0 f HY DW/SHE 8/1/1974 B17282 $0 HY ADUN Visit History Date Who Purpose Sales History Line Sale Date Owner Book/Page Sale P 1 3/15/1994 RUMPLER, LEONARD M ETALS TR 9102/274 2 3/15/1989 RUMPLER, ALEXANDER 6654/095 3 RUMPLER, ALEXANDER&CELIA F 849/541 Assessment History _ Save# Year Building Value XF Value OB Value Land Value Total Parc( 2 2005 $127,900 $0 $22,100 $497,400 3 2004 $120,900 $0 $22,100 $497,400 4 2003 $78,400 $0 $22,100 $337,100 5 2002 $78,400 $0 $22,100 $337,100 6 2001 $78,400 $0 $22,100 $337,100 7 2000 $74,100 $0 $22,100 $269,300 8 1999 $74,100 $0 $22,100 $269,300 9 1998 $74,100 $0 $22,100 $269,300 10 1997 $98,100 $0 $0 $269,300 11 1996 $98,100 $0 $0 $269,300 12 1995 $103,300 $0 $0 $269,300 13 1994 $67,900 $0 $0 $248,300 14 1993 $67,900 $0 $0 $248,300 15 1992 $75;400 $0 $0 $275,900 16 1991 $92,200 $0 $0 $394,100 17 1990 $92,200 $0 $0 $394,100 18 1989 $92,200 $0 $0 $394,100 19 1988 $78,100 $0 $0 $266,600 ; 20 1987 $78,100 $0 $0 $266,600 21 1986 $78,100 $0 $0 $266,600 Photos http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=27880 5/10/2005 I 11HY-1e-ZUUb PION U6:0 fin KEYSYAN ENERGY DELIVERY FAX NO. 17818904898 P. 01 KeY551811 Energy Doliuory �ngrgyD6110ly 127 Whites Path Splrth YUMD( h,MA 02664 Wyl h, 2005 To whom it may concerij: Re: 156 ryaliough Road,Hyannis Mobil Station) This letter is to confirm that we havo cut and capped the gas service out or work site area and removed the meter to the above referenced property on May 13,2005. If you should have any questions, I can be contacted directly at 508-760M02. S' cJy, Johanne Ouellette Field Coordinator Cape Division Z0 3Jt�d 1N3W30VNVW oinoo 996e6LZTBL Zt, :ZT 900Z/91/50 790 1313 P.02/02 Barnstable Water Company 47 Old Yarmouth Load P.0.13ax 326 Hyannis, MA 02601-0326 ��I�■�vw�en caeNrel7L'Mr wnnal r, biC.` 01flcei 508.7y8.8617 Fax:508.790-1313 Customer Sara=508.776.00W May 11, 2005 Town of Rarnstable Building Inspector Town TTall Hyannis, MA 02601 RE' Service#49440 156 Iyannough Rd.,Hyannis Dear Sir. Please be advised that the above water servic8 was shut off arid,the meter removed On 08/02/04. The owner has informed us of plans to demolish the building. Sincerely, Vak� Jolm Rademaker, Clerk Barnstable Water Conipany TOTAL P.02 60 30Vd iN3W39VNdW Oinoo 09E06LZT8L Zb:ZT 500Z/91/50 IMAY-12-2005 OB:14 GRIGGS & BROWNS SOS 759 S284 P.02i02 ftsf Control Home 1 r7spectlon +C�l�'l G� r9JI?o1�N C*rpet & upholstery Cleaning May 12,2005 Cape Cod Enterprises Attn. Salvi 169 Main street Stoneham, Ma 02190 Re: Pre-Demolition rodent baiting To Whom It May Cone Please be advised that the Mobil Gras station located on 156 Iyanough Road Hyannis,Ma, was baited on May 11,2005 for dmolition purposes by Griggs&Browne Pest Control Co- If you have any"her questions please feel free to contact us at(508)-759-2200 or (800)339-2212, Sincerely, �'Svm �y Susan Creedea Customer Semge Rhoda Island: Massachuw as: Cape Cod: Connettleme 175 Niantla Avenue 140 Brockton Avenue 203 Mein Street 152 Crass!load Providence,RI 92007 Abington,MA 02351 5=400r,Say,MA 02532 Waterford,CT 0699b 401-944,3400 781'87I-0015 503-759-2200 Btio- 44-1988 1.800.924-88H6 1.800-244-1012 1-800-339-2212 Far dni-adQ4mi Fax 7A1 yA7U8.NX4 raw 5nA WiiM.?.Ad Mov AA"17-OnAn TOTAL P.02 bo 39Vd 1N3W30VNVW oinoo 09co6LZ18L Zb:ZT 50aZ/9T/50 NSTAR One NSTAR Way,Westwood, Massachusetts 02090-9230 RL ECTR/C GAS 17 May 2005 RE: Work Order#1449002 156 Iyanough Road,Hyannis Remove Service To Whom It May Concern: This letter will serve as confirmation that the electric service at 156 Iyanough Road,Hyannis was removed from the electric utility poles. Based on this information, there is no electric power to this building and you may proceed with the demolition. Sincerely youzs, Vjr Strategic Account Executive NSTAR Electric One NSTAK Way SW340 Westwood, MA 02090-9230 Tel: 781-441-8717 Fax: 761-441-3191 Cell: 339-987-8286 Z0 3Jtid 1N3W39VNVW oinoD 09606tZT8L 99 :TT 900Z/LT/90 O� -� KwadwdeA Board of BuildiNace egulations One Ashburton , Rm 1301 Boston, MaQ2108-1618 License: CONSTRUCTION SUPERVISOR LICENSE . .;1,_ . ., Birthdate: 12/19/1966 i> Number: CS 089798 Expires: 12/19/2007_ Restricted To: 00 f JEFFREY A RUDMAN 155 BODWELL ST AVON, MA 02322 x7 89798 ' - Keep top for receipt and change of address notification. 0PS-CA1 0 5OM-WO4-G101216 - 4 �i�s �a�n�nrovuaea� o�✓�aaoadtuaelta gQARD aF SUILDINd ROOULATIONS l.I�en�e CC NSTRUCTION SUPERVISOR NO, 0 089798 g x 7 Tr. no: 89798 Rem' _ JEFFREY A.RUD. 155,BODW4LL ST AVON, MA 02322 commltr';lorier °F Town of Barnstable ti Regulatory Servid0vu 0F BAKI S'FABLE BARMABM .9 Mass. g Thomas F. Geiler,Direc i63q. �q���OCT 13 PM 3. ( 4 �A �� t 039 Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,M 026 b ti tit i S N0 wwwAown.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TO: Zoning Board of Appeals FROM: Tom Perry,Building Commissioner DATE: October 13, 2004 RE: ChrisCo, LLP— 156 Iyannough Road, Hyannis, MA The revised plans for Christie's, dated October 1, 2004, that have been submitted to this office meet the request of the Site Plan Review committee. No further formal site plan review is required unless any major changes are made. 1 r ` 05/111/2005 10:20 FAX 5087483713 IA 002/002 *=dam Analytical lead & asbestos services May 13, 2005 VIA FACSIlVIlLE To Whom It May Concern: � Three samples were taken from The Former Mobil Station @ 156 Iwannough Rd. in Hyannis, MA. The samples were sent to and tested at Environmental Hazards Services in Richmond, Virginia, All three samples tested"NAW or No Asbestos Detected. (see attached report) If you have any further questions or comments, please call me at 508-748-3156. Thank you, Sincerely, Amy Franklin 401 Delano Road % Marion, MA 02738 • Tel. (508) 748-3156 05/l.t/2005 09: 18 FAX 5087489713 16 002/004 ENVIRONMENTAL HAZARD Fax: 8042754907 May 11 2005 14:05 P. 03 ENVIRONMWAL. HAZARDS S RVICES L.L.C. 60,, E, , VA Z3237 804-279.4788 FAX 804.275.4 07 ULK AUPIST08 SAMPLE A NALV81 5 SUMMARY -TENT: FranVin Analytical DATE OF RECEIPT: 10 MAY 2005 401 Delano Road DATE OF ANALYSIS: 11 MAY 2005 Marion,MA 02738 DATE OF RLPORY: 11 MAY 2005 LIENT NUPA'BBR; 22-2048 A HS PROJECT N. 05-05-1858 ROJECT: Former Mobile Station; Rt. 28;Hyannis, MA HS CLIENT SAMPLE#/ % ASBE OS OTHER MATERIALS AMPL # _LAaogATQgY GROSS DESCR -ION 1 O1/ NAD 124 Cellulose Pale Cray Brittle;Tan Fib. 8% Fibrous Glasa 804/6 Non-Fibrous 2 02/ NAD 3MA Cellulose White Brittle;White Pliable;.Tan/Palo 65'/o Non-Fibrous Beige Fib. 8 031 NAD 35% Cellulose Black.Fib.;:Black Brittle; Gray/Brown 3%Hair Agpegate 62% Non-Fibrous QC SAMPLE: M2.1998-4 QC BLANK: SRM 1966 Fiberglass REPORTING LIMIT: 1%Aabestos METHOD: Polarized Light Microscopy, EPA Method 60O/R-9$1116 ANALYST: Mark Case Ravl®wed By Auth6rized Signatory: Michael A.Muiller,M,PU. L boratory Director FFoward'Varner, Cenral M Geer ,firma Fa erewshi, Qaeadity As urarKA Coordinator F@ng Jiang, MS,Technical irecter --PAGE 01 of 02-- 05/1,3/2005 09: 18 FAX 5087489713 003/004 ENVIRONMENTAL. HAZARD Fax: 8042754907 May 11 2005 14: 05 P. 04 NVIRONMENTAL HAZARDS SERVICES, L.L.C. LIENT NUMBER: 22-2043 A HIS PRdJEM#, 05.05-18513 FtOJEOT; Former Mobil® Sta ion; Rt. 2 t13;HYauni®, MA ie eendition of the samples analyzed was aoceptoole upon receipt per laboratory rot000l unless otherwise noted on this report, esults represent the analysis of"samples submitted by the Client. Sample locati n, description, area, volume, etc., was provided by ie client. This report cannot be used by the client to claim product endorsement by NVLAP or any agency of the U,S, Government. hla report shall not be reproduced 'except in full, without the written consent of Environmehtal Hazards Services, L.L,C. California �ertlficatibn #2319 NY Rl.AP #11714. All information conoeming sampling location, date, and time can:be found on Chin-of. :ustody.Environmental Hazards`Servioes,1.L;C,does riot perform any sample collection. ;nvironMental Hazards 9onriceS,, L.L.C. recommends reanalysis by point count (for more accurate quantification) or Transmission ,lectron 911=900py (TEM), for enhanced detection oapabillties) for materiels r gulated by the EPA NESHAP (National EMIsslon Ptandar+A for Hazardous Air Pollutants) rand found to contain less than ten pe nt (<10%) asbe6tos by Polarized light microscopy PLM). Both services are available for an additional fee, All California s®mplbs anslyted by Polarized Light Microscopy,ROA Method 6001 4-82-020, bec. 1982. .EGENQ NAD=no or-Gtos detected SCIF= e e bars ilm1.4607MAR20051REV1l MR _ PAGE 02 of oa END OF RE FORT i , J EWRONMENTAL HAZARDS SERMES, L.,LC �J �G✓h a RW Rkhmmd.Virginia�323/Pi�oRe o ENS-0505-9 358 W27&47H Fax(804)275.49P [g o Cne OanyName. FrabldirnAnalyfical _ Address-, 401 Delano Road Date_ City,scathe,zw -Marion. mA 02738 _ Contact Name: A-my /10 fah La EHS Crent Accomt#_22-2043 A " San�pflerName- �� /v eza Phone k: (508j 748-3156 Project#. -lu 0d, ,/,c.� o - C Asbestos Lead Other Metals Partia,lax: Total N A�aSH runoe - ( ) ❑ metsh mow) Resp a(MgSH 060Q) ❑ Sample o too z -- Samples Number Date& a E g^ m E . a Ak Vain¢) Trma o � a U � E U °- ® OR Comments `- `" °� i? C„ O c = m ® c o Wipe Aga OR m a a- F a s a r b O / -�_ �" Saapehpa(bn ) oZ cc - -e i' ✓ h71 em Pock x m ¢ - ao ti v Q - m - O J Lo -C x LU ¢ X U- z Q 00 oc o w De WIPC sa"Vles submitted meet ASTM Ei7c,2 re4ip ants? Yes u-, Ne 0 Released by_Cli R lved by- - -- - n _ - _- atedl'mner. ,�- -o Ar- Released by_ _ - • UateJTune: 7 MAY-13-2005 08:37 FROM:FERNANDES AND SONS C 508 997 6954 TO:15087710925 P:2/2 . � CJ1Z.G �pCYJ72A9'1.492,LUQCCG��� 7" 1aadz'cae��3 � L s '�'Je�rar!»rc�r.l'o C�r.�«' a•?ricer - le a�. . FPG(rev,aloof �• �• •�oz 90,25, C��ale �•a��� �-osu, PERMIT �Y�K�� s IG SAFE NUMBER City or Towr>i Ff7. Date � 0� '" :j:: Permit Number (it applicable) A* this permit is granted In accordance with the provisions of M.G.L. Chapter 148, as provided in t4 fj�5RF- (Full name of person.Firm or Carporalionl ` ea (r/}�. i i Restrictions; at I loJ '� P�14 U Cs Ef~�Q.a� (GivC lo[afi0n try clreel and na,or Aestribe In S cn ninnnCr as l0 prOvlQe 04Pquarr.ioenllf ali0n of vycalion) °i' p Thi er it will c Fee Paid S' _tP le Signature Of Ofiiclal Granting Permit * • ^ ' �'I�Ef�� ed upon the premises This permit mu_st be c + � P �IYA{�NaS,MA 0260, ANNIS FIRE DEPARTMENT -wa n+ls: 95 HIGH.SCHOOL RD. EXT.HYANNIS,MA. 02601 'i HAROLD S. BRUNELLE, CHIEF TTOOENTAWAPEXES9 OF AXE EMATION FIRE PREVENTION BUREAU `IJUSINESS PHONE:(506)775-1500 FACSIMILE PHONE:(508)778-6448 IT.PON9LI)H. CHASE,JR.,CFI LT.ERIC F.HUBLER, CFI i FIRE PREVkNTION.OFFICER. FIRE PREVENTION OFFICER BUILDING . COPE COMPLIANCE FORM THI$ SIRE PREVENTION EUREAU.HAS REV1EWEDIHE PLANS DATED G FOR THE•_PR(JPERT'Y:LO6TEb AT tSU AL'50 KN(?WN As. C��FP-aS`TY S THE CHART BELOW INDLGATES THE STATUS OF OUR REVIEW: y. r .. t,TYP7F: ONSTRIJCIQN DGUMENT WA RECEIVED,. COMPLIES TA�ARRATEVE iiEPOFt`T i = xFIRE.E1 FfTf!`J(�,/( ECUE:ACCES { 3=HYRHANT. OCATIDN/WA i ER SU 'PLY. `r 4 SPFr;INKLER Sal fi) ms. ; tr S=.SPRiNKLfR;CQNTROL EQUIP)1AENfi 3�` fi=STANAF�IPE:SY�T�[k1S r ,- 7= TA; IDPIPE:V�If;�/E I OGAT{i� 15_ B=FARE DEYR RTMENT Ct�NNEm I '" :-9-FIRE.PflOTE�7IVE SIGN�tiN'G SYST :� �. A IATOR L-OGATION: 1� � 11-SMOKE CONTROL:_/EXHAUST 1 -SMOKE GONTOL.EQU1P LOCATION 13 L1FE:SAFETY SYSTEM FILATURES 41 FIRE EXTINGUISI i1NG SYSTEMS - P �S )5 F E.S.CQNTROL.E�UIP LOCATION 6r 16 FIFiE,PROTEGTION ROOMS �, ---._--- :1£3 ALARM TRAN$M15SiON METHQC)k t/ 19 SEQUENCE 4F OPERITlON(iEPORT `. :.. 20 ACCEPTANCE TESTING CRITERIA . WE BELIEVE:TWF DOCUMENT O LETE AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PERMIT.( WE HAVE COMPLETED THE AC ANCE TES FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT,THE ABOVE ISSUES-ARE IN COMPLIANCE. TQ wn of.B arnstab e Regulatory RegulAtory Services :. saRrtsrns , r Tpomas-I+':Geller,Director ass. Buiiding Division Tobapit4: Building Commissioner 200 Main Street, $yanais,.MA 02601 �ww.town.barnstable;ma.us Office, 508-862-4038 _ Fax: 508-790-6230 ' Property Owner Must Complete and Sign This Section If Using ABuilder as Qwner of the subject property, � / . Y�9�Y1 to act on W behalf, hereby authorize: al �`Pn�^ in all matters relative to work authorized by this binding permit application for, (Address of Job) Gil I LO 5 L. Signature of Owner Date Print Name 1 _ The Commonwealth of Massachusetts Department of Industrial Accidents - _ WC8erINIV~80 .600 Washington Street Boston,Mass. 02111 Workers' Co ensation Insurance Affidavit-General Businesses 0, h city Y 1 state AM 2iv �1�"91'i�I Phone# work site location(full addressl � � "`S b�c�.H��� , 0196 j ❑ I am a sole proprietor and have no one B iness'IYp . ❑Retail❑Restavranb]sar/hating Esiaoushment working many capacity. ❑Office❑Sales(including Real F,state,•Autos etc.) ❑I am an ern to er with em l0yees full W parttime). ❑Other I am an employer providing workas' compensation for my.employees working on this job, , '. •• • :•''• is .. ••Y, . .;• ••�:•••:, •,,#.• .• • • . address �` ,. - •,,.,•� ' I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: coin-'an namet insurance ca. FIN ci .. ., •hone# - • ' ' iiisursnce4co.�1� -•'� �'olicv#'.''' ••, F.,ure to,.cure coverage as required under Section 21A of MGL 152 can lead to the imposttion of criminal penalties+of a fine up to Sir500.11 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fin of sloo.00 a day against me.I understand that g copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage Ye.Mation. I do hereby c der t s �perjury that the information provided above is true and Corr ,, Signature Date ,r7 Print name �LiA��•ay►cC.s Phone# 2� ►' �.� s `official use only do not write in this area to be completed by city or town official city or town: permit/license# []Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office � OHealth Department contactperson: phone#; ❑Other (Tevised Sept MWM) e Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service'of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership;association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partners*, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartment's and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance dr renewal of a license or perrWt to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the• commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. , Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation Please supply company name, address-and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for cmfirmation 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' comp ens ation policy,please call the Departifient at the number listed below. --------------------------- City or Towns Please be sure that the affidavit is complete and printed legibly. The Departinent 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 pernit1cense number which will be used as a reference number. The affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made.- The Office of Investigations would like to thank you in advance for you coop eration 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 on of Imsugauens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-77-9 phone#: (617) 727-4900 ext.406 MAY-10-2005 TUE 11 :05 AM FAX N0, P. 02 F C7R �FICATE OF LIABI1( LIABILITY IN S U RA N C E DATE(MM/DDrmy l4alrchi,L:iv Iz�suranec� Agency, THIS CERTIFICATE IS ISSU15DASq MAT7EROFINWR 5/10/05 g �� In ONLYAND CONFERS NO RIGHT'S UPON THE CERTIFICATE TION Now 13Q Blvd. PO Box 50429 HOLDER THISCERTiFlCATEDOESN Nr�w 13e�T£ord, 027A5 AL7�THECOV�RAGFA OTAIVIp'EXTF�1bOR FFORDW BY THE POLICIES Ea_pyy, IN,ultln -'- - — — --- -•,. _„— INSURERS_AFFORDING COVERAGE F'F.,RNANLs S & 5 INSURtR A OHIO — — — — NAIC# 4NS CONSTRCJCTION Ti - 31, STOWRLL ST INSURER R_gA TY xNSZ1RANCIr — NJ,W E+EDVORD, MA 02745 INSURr-R C_OHIO CASCJALTy �— INSUkER 0_Q 13EACON INSU_RANCF — y— — COWLRAG44 INSURER E ---- — —..— —•_ TI'll:r IC' Ef,OF INSU(ZANCC LISTED kiC LO r W RAVE B4CN ISSUED TO THE INSURED NAMED ABOVE FOR TH[POLICY PCRIU Arly lic r,IIIITf;MLrtT,7k,R1,l OR CUNDI.IION tit-ANY CONTRACT MAl' IrS.A(7,N.TH( IN:itTlklIrS E l,FFOi@(1EU Dy 1FfE rOLICICS DCSCRI13ED I1ERkiN IS SUBJECT TO ALL THG TERMS, D ICATE f D,NO I OR OTHER DOCUMENT WITH CT To A T'TO r TER THIS CERTIFICATE MAY 01-ISSUED OR I�OLICI 1W1Tl�STANDING ICE•AGGRI:GA1k LIh1iTS S>-IOWN MAY HAVG FIEF EXCLUSIONS AND CONDITIONS OF SUCH IFi�I�'��ut,..,D•I —. _, _ _ N kPDUCF.D BY PAID GLAIMS. Ili ffi1 13D_,'.— ...IY1'I.QE4N.t11 MqL_ PDLICYNUMBER POUGYEFFecT� _ POLICYDfPIRAI•pN -- G�._NCRIu LIAFCILRY �� LIMITS —�•,— A COMML;�CIAI,GL•NIFRALLIACILITY BI,O Od 52509358 CHOCCURRr-NCC� I �00"-^` 5/30 0 .D Gr;TOI',1iIvrCO— - s , ._. ,OOo _ _ I cLAn;s M,vc Cx•]oceuR / 5/30/05 P eM!111: C,oaLe,meg s - MEDEkP(Aryawpr,f6bn) L _ — — 5,000 PCRSONAL&ADVINJOKY E 1,000,000 C•i PI'L ACkiI;LC�TEL�I.tlf A^>Llf_51'Cll GC.NERA(AGGIiC.'ATE a ..Lt,IGY f �JI'tA� I I(�G PRODUCTS.C 2 OOO,OOO OMP/OPACp $ —?L000, OO AUl OMpL1IL r LIADR.l7 y •_�`—'• �—�- •—,•— — - Q.—. 13 ANYAI)I p 1151415 63 ONIONCD EINGL F LIM R X Al L OWN EO Au To,; 12/30/0 12/30/0$ ( °f��^U 1,000,000 F;CIICgaJLEDAUTI;;i bILYINJURY� mraD AUTOS OC pxscn) i X NON 01%rOAUT,JS — —-- .--.. �OWV�INJ"JRY s — •--• PROC'CRTYDAMAGF F %:,A.GC LI,tOtLI fY �~ "" VICT occlawo S IANYAUTO AUTO ONLY• _ �AACCIOL.NT` $ EXCf;C/JMHR• — -- O7FICRTNAN LA AC;(,' S— , r1 L ALIAg1L1I Y �— AUTp ONLY; �`—�—_ �ACG 8 XjCCCLIR CIAIMSMADE EACH OCCURRCNCE • ...- - 11000Lp00 , C ( OFl)UCTh{lC 13XO 04 52509358 PRODUC'�S _ 5/30/04 5/30/p� 1,000,o00 R.11.NIICN —_; T = WORK rR9COMPFNSATIONAI,D — — —_ --'--—•— I1 CMIiGY}h.'L(AIYUTY 'A•CSIATtJ- OT {AFrYrR(nr.A•Yon/f'MTNr•Hrr/FCUTIIK 6S24L'8-775X221-6-0 7/30/04 PkY�IMU � — t,rf u;sR/La r.Irrk cxauocDr /30/0 IIyJ_dum—m.1.,3 wai f{ y� F.L. 5FI,L,IALf 9OVf:)j_WSt_I; a L-000,0•0•-0._. EL01;CA$F•FA - PLO_Y_EE S 1,000,000 UCiiCR �' �•--��..� EL,DISE-A'oE.POLICYlIM1T •••_, s 1 O�TOOO DCSiKIr•IIC1NO(C)ICNATIONS)LOCATIONS/VI;HCLFy/cXCLUG',CINSgDOEUDyFIyDORSEMENT/SNFCIALpROVISION3 CE-RTT1;'IC1'.T.M IIOT,DER IS LISTk0 AS ADDITIONAL INSURED. --~-^ CERTIFIC ATE ��"'�� CANCELLATION SHOULD ANY OF THE ggOVf OESCRI BCD POLICIES DE CANCELLGO DEf ORE THE L•YPIRATION ATT; PAT DATE THEREOF,THEiSSUINO MSURFR WILL ENDEAVOR TO MAIL _3 TOWN or HYl•x•MIS N01r-ETO THE CERTIPICATE HOLDER NAMED TOIRELCFr,BUT FAILURETODOgOSNAC-L t Hx�t 4 JNIS, MPS 02601 IMPOSENOODLIGATIONORLIADILITYOFANYKINDUPONTHLINSuRE;R,ITSAGENTSOR R1 PRESYNTATIVFS. AUTHORIZED kF,PR" — AC:OR02a{2001/0t3) CiRD CORPORATION 1988 1 r I �oorvn �eurea�i BOARD'QF zo B,UILDIN AiEGULATIONS h. License: CONSTRUCTION SUPERVISOR y Number lCSk 003795 M Birth.;` /20/ 935 EzpFes ;12/20/2005 l o: 10159 Restricted �00�- 3 �' VIN T FERNANDES 31 STOWELL ST `; r Ad ministrator NEW BEDFORD, MA 02740 �' -- i. s f , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map cel Permit# Health Division - �- Ste+ ' Date Issued Conservation Division ,� �� �T/`— Application Fee ; Tax Collector h / Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address I�_5 Lo " ® V mo V l Village Owner � SC O • LL - Address 1 ®S--F1leCLSa Jt Telephone L-5 0 1 0 ©0 2-2-26 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District'N Flood Plain Groundwater Overlay Project Valuation S � ®O C� Construction Type Lot Size v9 b Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Tape: 0 Full Crawl ❑Walkout ❑Other r Basements nishee?Area(s .ft.) Basement Unfinished Area(sq.ft) Number oCn fkBath E Full: sting new Half: existing new Number of Bedrpmms: a is ng new Total Rolm Cori(not incu;ing baths): existing new First Floor Room Count 4 tC� G Heat Type anAuel: 4as ❑Oil ❑Electric ❑Other Central Air: U'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑.existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization Appeal#200-0 ���" D Recorded❑ Commercial d"Yes ❑ No If yes,site plan review# Current Use Q����rUdGQ.Sf0, l� . Proposed -Use- `C- f� ' . r�Lv BUILDER INFORMATION Name �/j k/C LZAt r Eta R*41y P E i• Telephone Number. J�� " Ct ®� ' Address 3 t S-row L(_ L -S TJ License# C 5 4 3 y g l" t'�E bFOIE D 1�j 6.27 /G Home Improvement Contractor# Worker's Compensation# lo S 2 g U Q v"X 2�- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r 9 DATE OF INSPECTION: S4eeL o1L Hai Cowcat Post. 3'['aS' � FOUNDATION FRAME INSULATION ' FIREPLACE ~ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' FINAL , GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ' ASSOCIATION PLAN NO. r nrn 1J GUUS wtu 1,�;J1 FM FAX N0, P, 18 F ' l 04 OCT 21 AN 9: 49 ealp. OWIN CLERK Town of iAt ' table Zoning Board o ' ppeals Decision and otice i Appeal 2004-087-�hriseo Special Permit Section 4.4,4(2)Non-co 'orming Structures/Buildings To permit redevelopipgnt and expansi of an existing gas station Summary: Granted with Conditions Petitioner; ChrisCo,r,x,p i Property Address: 156 Iyannough Road/Roitto 28,Hyannis,�A Assessor's Map/Parcei: Map 328,Marcel 151 Zoning: Highway Business Zoning District Relief Requested&Ba ckground. ackgraund: � The subject property is situated on the northeast corner of Route 28 and Yarmouth Road and is zoned Highway Business and is in a Wellhead Protection Overly .zoning District. The parcel is a 0,96-acre lot as shown on Assessor's Map 328 as Parcel 151,addresse �I'56 Iyannough Road/Route 28,Hyannis,MA. The lot is developed with a 1,388 sq.ft,building built in 1 5 and two pump islands capable of 8 fueling Positions. The applicant,ChrisCo.LLP,is seelang to red elop and expand the use of the site. The site has the benefit of Special Permit Number 1991-7 sued for the development of the overhead s canopy structure and allowing 630 sq.ft.of the building to�e used for retail sales. The remainder of the building consists of two'auto service bays. According to t e files,use of the site as a gas service station dates to 1953 and the location of the pumps was establish in 1983. The applicant is proposing to redevelop the existing site,rfimoriel the building,replace the underground fuel tanks,and install new service pumps and canopy, Th auto service is to be eliminated and the retail coffee and donuts convenience use expanded to include a co p with a drive-up window service. In order to accomplish the proposed changes and improvement,the pplicant has submitted four applications to the Board. They were; • Appeal 2004-087 for a Special Permit in accordan 1. Structures/Buildings; i. With Section 4-4.4(2)Non-conforming • Appeal 2004-088 for a Modification of Special Pe �in—it' Number 1991-7; • Appeal 2004-089 for a Special Permit in accardan with Section 3-3.6(3),Ilighway Business Conditional Use,and • Appea12Q04-090 that requested Variances to Sect'�ns 3-3.6(5);Bulls Regulations,Minimum Lot Area,Front&Side Ward Setback,Front Yard Lan cape,3-5,2(7)(C)&(A;WP,Lot Coverage Site Clearing, and 4-2,6(2)(B)Landscape Peri gg er Buffer Procedural &Hearing Summary; 6 This appeal was fled at the Town CIerk's Office and at thOce of the zoning Board of Appeals on May 20,2004, An Extension of Time for holding the heart g and for filing of the decision was executed between the applicant and Board Chairman. A public bear before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordanc' with MGL Chapter 40A. The hearing was 1 opened June 23,2004; continued to July 21,2004; 5epteinl r 01,2004;and to October 13,2004;at i f 61. t 1J C_UUu wru is of ru FAX NO. P. 19 • 4 4 1 which time the Board found to grant th7Gail Board bers deciding this appeal were,Richard L. Boy,Ralph Copeland,Jeremy Gilmorhtingal .and Chairman Daniel M. Creedou IM 1. Attorney Patrick M.Butler re resentedP ant bef a the Board.Also present were Christy Mihos, Rick Bryant, and Dave Albrecht. Testimony was taken o this appeal at the hearings of September 01, 2004 and October 13,2004. Flans for the proposal Were viewed and modified to reduce traffic impacts and to address concerns for the drive-thru car stacking ar Mr.Butler reviewed th e locus and existing conditions no g that the property is a pre-existing nou- conforming use and non-conforming building in that thro gh subsequent zoning amendments certain non- conformities have been establish with respect to the use the property and the building setbacks. Mr. Butler submitted extensive information on the proposed c'anges to the site to document the reduction in the gas and service station use and the proposed redevelo meat of the site into more conformity with the zoning requirements of today. Mr.Rick Bryant,ry P.B, of Rizzo Associates addressed trafi concerns and the proposed plans for roadway improvements in the area, t Public comment was requested and no one spoke in favor sP Ir in opposition to the request. The Chairman Noted that several letters of support have been submitted the file, They are from; Rick Sigel of Highway Pegs,business and property owner located acro from the proposed site;Town Councilor, Gary R.Brown,President; and Cynthia Cole,Executiverector of Hyannis Main Street Business Improvement District. At the October 13,2004 hearing Mr.Butler discussed the €hauges that had been made to the plan. The Board and Mr.Butler agreed that the proposal before the oard can be permitted with the grant of two Special Permits: one for the expansion of the non-confo ng building and structure as requested in Appeal 2004-87;and another for a conditional use permit � requested in Appeal 2004-89. Findings of fact: At the hearing of October 13,2004,the Board unanimous y made the following findings of fact: I. ChrisCo,LLP(the"Applicant")has applied fors eci P permit relief pursuant to section 4-Q..4(2), Nonconforming Building/Structure not used as a sing or two-family dwelling to allow for the redevelopment of an existing gas,convenience store a d car service station(Appeal No.2004-87). In addition,the Applicant has also submitted a speci ermit petition pursuant to section 3-3.6(3); Conditional Use in the,Highway Business District(A eat No. 2004-89). 2. The property is commonly addressed 156 Xyanmough I ad(Route 28)in Hyannis. The property is shown'on Town of Barnstable Assessor's Map 328 as of 151. The property consists of 39,183 square feet and is located in the Highway Business zo'' g district and the Wellhead Protection ("WP")Groundwater Overlay District, 3• The property is owned by the Leonard.9.Rumples RI ocable Trust. The Applicant has submitted a correspondence to the Board dated July 21,2004 sign by Robert Berkeihammer and Bruce R. Ruttenberg, Trustees of the Leonard M.Rumpler Rev able Trust indicating the Applicant has entered into an agreement to purchase the subject proq'rty. 1n addition, the correspondence serves as authorization allowing the Applicant to proceed with 1p above referenced petitions before this Board and therefore has standing to seek the special permits. ------------- t F f HrK i 0 , uNb WED 1�:J2 NM FAX NO, P. 20 F E 4. As presently configured,the property contains an app ximately 1,200 square foot structure housing a gasoline service station, a car-service bay and appr imately 630 square feet of retail sales of convenience store type products, In addition,the pro y currently contains 4 fueling stations covered with an overhead,flat canopy which consists f approximately 1,767 square feet, and three curb cuts into the site. S. The existing site,located in the WP district and in clo le proximity to several public drinking water wells,contains two(2) 10,000 gallon underground fi rglass gasoline tanks and one(1) 12,000 gallon underground fiberglass gasoline tank. In addi u, the site also contains a 1,000 gallon waste oil tank and a 1,000 gallon beating oil tank. Accar ' y:the site is grand-fathered for a total of nks 34,000 gallons of hazardous materials in uudergroun 6. The,existing structures(gas station and canopy) are p -exxisting,non-conforming structures. 1n addition, the existing uses(gasoline sales,includingi.d erground tanks,convenience store and car servicing).are ranpre-existing,non-conforming uses whare legally gd-fathered.7. There is an existing zoning decision,special permit 1991-07,granted to the subject property which allowed for site improvements in 1991. That d vision further confirms that the gas station use on this property dates back to approximately 1953, 8. The Applicant is proposing to redevelop the existing operty as follows; I Renovating and remodeling the existing struc ireby transforming it into a more traditionally styled structure. Proposed changes include ac Ung siding to the store,creating a peaked roof, adding a dormer over the proposed front entr e, as well as a cupola. b. Remodeling the interior Of the proposed struc ire to accommodate a takeout only Dunkin Donuts coffee counter,as well as a reduced s' ed Christy's Convenience Store. The Applicant has clarified that there will be no s ting provided within the redesigned structure and all of the bathrooms will be Iimited to em oyee use only. c. Construction of a drive-thru coffee/donut picl RP Jane and window located behind the existing blinding and to the north of the subje property. d. Demolish the existing fuel canopy and recons -Mct a new canopy reoriented on the property. The new canopy will be an improvement by al proximately 5.5 feet above and beyond the. - current canopy set back distance. The propos 1 d canopy will represent a reduction from the existing canopy of 487 feet. The proposed c opy Will also be designed with a peaked roof which,at its peak,will measure 17' 6"in heiig t. e. The redeveloped site includes reconfiguring d reducing the number of fueling stations to only three and the installation of a new state f the an fire suppression system. 9. Iri terms of hazardous materials in the WP District,th Applicant will be removing all of the existing o(2) 10 underground gasoline and oil tanks and installing onl u ,000 gallon double walled gasoline underground tanks for a total gallonage of 20,000 all ns of underground gasoline. This represents a reduction of approximately 14,000 gallons of hazardo{ materials stored in underground tanks on the Property, In addition,the Applicant will be con vertin' the existing structure from heating oil to natural gas, therebyfurther reducing the.amount g of ha 'dous materials associated with the site, f (:. 3 , 11 I,, L.UUJ wcu is ,)c ni FAX NO P. 21 Lastly,the existing car service bay will be elinvnated iritjrely from the proposal to allow for the redesign of the interior of the proposed store. 10. As described in the materials submitted by the Applic nt to the Board as well as the traffic memorandum.prepared by Rizzo Associates dated Jul 15,2004, the Applicant is also proposing to change the curb cut configurations on the subject pro ty. The Applicant has also agreed to provide all curb-cuts on Route 28 as right-in and right-out on1 . 11, As shown on the proposed site plans,the Massachuse Highway Department(ME[M)is proposing to widen Route 28 in front of the property and will be to P g by eminent domain a portion of the subject property. The proposed redevelopment plan has beengvided to M>ID to review, and MHD has no objections to the relocation and narrowing of the Rou 28 curb cuts. 12. At the Board's request,the Applicant relocated the prii osed Dunkin Donuts order Window closer to the drive-thru pickup window. This will assist in red sing the queueing to the pick-up window by bringing the cars from the outset closer to the buildin (and away from the road), 13. The Applicant is proposing to substantially improve t aesthetics of the property by adding significant amounts of new vegetation including bushe i and trees to improve the visual aesthetics of the site. 14. The Applicant obtained site plan review approval fror the Barnstable Site Plan Review Committee. on July 21,2004 for this redevelopment proposal, T :latest Flans have also been submitted to the Building Commissioner and he has found that the cha es did not need a full site plan review and has approved those latest revised plans as per his Me r4nduin to the Board dated October 13,2604. 15, The redeveloped site will result in substantial benefit o the Town of Barnstable,including a significant reduction in the amount of hazardous mate als stored in underground tams in close proximity to public wells,improved aesthetics, a redu 'ail of the number of fueling positions on the site,a reduction in the size of the canopy on the site, ation of a non-conforming car servicing use on the site, and improved internal traffic circulate patterns within the subject property. 16. The special permit applications(Appeal Nos.2004-87 wd 2004-89)fall within a category specifically permitted in the Zoning Ordinances fora rant of a special permit. 17. After evaluation of all of the evidence presented, the pposed redevelopment project fulfills the spirit and intent of the Zoning Ordinances and would ot represent a substantial detriment to the public good or neighborhood affected, Decision: Based on the findings of fact, a motion was duly made an seconded to grant a Special Permit in accordance with Section 4-4.4(2)fcr the expansion and al ration of a non-conforming building and structure as being requested in Appeal 2004-087 subject t the following conditions: 1. The site shall be developed in accordance with the pl s submitted entitled"Christy's of Iiyannis, MA"as drawn by Rizzo Associates dated 04/15/04 w� a last revision date of 10/01/04. Said plans consist of nine sheets titled: Cover Sheet,Existing Co itions PIan,Site Layout and Materials flan, Grading and Drainage Plan,Landscape Plan, Construg on Details and Legmd,Construction Details, Proposed Floor Plan, and Building Elevations. Except that the plans shall be modified as follows: lu 4 f ,J cuu�j wcu is oo r11 FAX NO, P. 22 • The curb-cut onto Route 28 farthest from Yarmol Road shall be reconfigured to provide for right in and right out only. • The applicant shall petition to Mass Highway to tend the proposed center median on Route 28 south easterly to the end of the app4cant's Route 28. proper to prevent left turning movements onto • A"Caution—Crossing Traffic"sip shall be post d on the inside of the right-turn lane into the property from the Yarmouth Road curb-cut to alet motorist to the criss-crossing traffic movements in that location. • All curb-cuts shall be required to conform to all s ndards and conditions imposed by Mass Tfighivay. 2. A new plan showing the changes required in this deci on shall be drawn to the standards of the Town of Barnstable and presented to the Town Enginj,eijug Division and to Site Plan Review Committee for review and approval. 3. All lighting shall conform to the requirements of the pe Cod Commission,and shall be directed onto the site and not into the street or neighboring pr erties so that it does not cause a nuisance. 4. Landscaping shall be installed in accordance with the laws presented. The applicant shall nurture all plantings to maturity and maintain all landscaping prc risions as shown on the plan. 5. There shall be no trailers or storage containers permi d;on the site. The permitted buildings and lot coverage shall be considered full build out and no ad .building or pavement shall be permitted without permission from the Zoning Board of Appeal 6. The height of the canopy to the ridge line shall not ex eeti 22 feet. The height of the building to ridge shall not exceed 19 feet,excluding cupolas. The vote was as follows: AYE: Richard L.Boy,Ralph Copeland,Jeremy 'Hmo ,Gail Nightingale,Daniel M. Creedon NAY: None Ordered, Special Permit 2004-87 is granted with conditions. This cision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this cision must be exercised in one year. Appeals of this decision,if any,shall be trade pursuant t GL Chapter 40A,Section 17, within twenty (20)days after the date of the filing of this decision. A c y of which must be filed in the office of the Town Creedo III Chairman . � Date St ed FAX N0, P. 23 L Linda Hutchenrider,Clerk of the Town of Darnstable, nstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zonin Board of Appeals fired this decision and that no appeal of the decision has belled in t e ofce of thl Town Clerk Signed and sealed this ' day of iandes,t�te pa16 a d Haloes of perjury. T r� a Hutcheurider,Town Clerk tl r - , cuuu Wit, tr- ziq riI FAX N0, • P. 24 TOWN of 13ARNSTABL.E ZONINtA 130 Rp OF AfaPEAL.s NOTiCI OF PUBLIC FEARING UND THE ZONING ORDINANCE .TUNE 23, 2004 7o all persons interested in,or affected bythe,2orgng Boa of of Chapter 40A of the General Lawa of the Corn of Appeals under Section 11, amendments thereto Massactp�setts, and all 7c00 P. you are hargdy notified that: Robert M'.`$li(61dS hid ii YleLt fof a P®hiid fthdlhgi d i M�GL�C1i;' Se forthe demo�tlori of an existing dvrei on a nonconforn 8 and gardP- The Prop"is locatod ap shown on Ass ��ftitia�,A�Jiinary addressed as 110 Crystal Lake Road,OsterAlIg,MA Ina s� ISO,pare �./:�RyryM dnCB F•t ZoningDlstrKt D�AIrr zktr} +►ith tiFi hkv apptlee(f Section 4-4.3(2)Non_co*rming,Butld � nC Residences and n i gs Lnder, �L � StrttFtu' i a and Two-Family reconstruction of a sn le-farntl' M 4 aPt#�4 0 for the:.demolltion and 9 Y dvyelljnq PIl a d'ds cqp IqL 71ie property is shown on Assessor's Map 337,Parcel 01q eddrosaed`es Oq a Residence F-1 Zoning District, His Road.Bamatable•MA in 740 P.M. Cawtruo Edmond A. Couture has applied for a Special Permit In AP 2�04F088 Nonconforming Buildings or Structures and fi 1 s rids with Section 4- .3 demolition and reconstruction of a single farm dwell Section 8.forthe property is shown on Assessors Ma 287, d a rto►seortforming lot The Hyannis,MA in a Residence F-1 Zon Parcel ad a8TM ScudderAvenue, srbo P.M. tng D.iatrict. Lede Bw and Dian Tong.T 9w/I'•- APP"ll 28"41185 Section 4-4,5(2)Nonco mjN melees ham apposed for a S Parmlt In accordance with ; re�stabGsh an access Uses, ratan of a ng Nonconforming use to ' f0-9 Pansh n accessory residence b11n�. The P°Peft Shown op Assessors Map . addressed as I. Main St✓poR,tg yrr Residence FZoliiiig plstticti:'' :, x ,. Stet Bamstable.`MA in a v em P.M. F"dwiR Lente Fpstina, Ll C has ` 100�1-088 apPluad for 8 V'sjfgr►ce to' ' miriiq►lim lot site artd rtil +Itirtislow- T;StS9.Sulk Repuiations , wTdNF to h' fB1 fife' erf dwelling on an undersized nonconfoiming lot: 'ilia 287,Damao 123 addressed as 80 Hjianiif8 Avenue. Aefty a�t�wrt art Assessors Map District. Hyannis. 100 ITe6dasice F 1 Zoning 8A*P.M. Cbrisco. ChrlsCo,LLP has applied to the Zoning Board of APPeal�,fts wttlt Section 4-4.4(23 A)on-conforming Strtre�iriap per• 7 Y''"l dartcq Family Dwellings to pe yQ the redayWo lfsed aa. ii OrTYM service statkm:The applicant Inrands to move t►ie 3 e'alte ti��+a'�+G 0"and inck+dirtp the fuel pumps and canopy.ramodel t aft a>dsgrjg s �., convenience store including coffi a and doughniiCse�e►ytR1r '1• gC 1ll1-4<saw The applicant 8160 requested'any oth0rSpmemc l Permit P p Madow. is shown on Asseaaor's Map 328,pace*1 S1 Hyannis,MA IK a Highway Business Zoning Dls iad as 1 2B amP.M. chasCo. ChnsCo.LLP has applied to the Z01111!0808rd ofAppeala far o Number 1991 T issued to Mobile Oil Cotpgration to allow tia►rspegai parmn alterations of the axisting gas end a' bpmerrt and sits remodel exlattng structure to enia ta.station �iv Aral IrsM doughnutsw"aclove-thry retansslgs/t� -atom ngmff and p►ck upwindow:9ftpr3p rta onAasessau'a Parcel 151 addressed as .158�r>nougb Reed/f��ta 28, is,*w M e Highway•trrl Business Zoning District. 645 P.M. ' C.hdsCo. �► ChriaCo,LLP has applied t�the Zbrtlnq Board ofAppeals fora App")200"eq with Section3.3.ti(3), ++dkkoeZUse1 ` *Farm$inaccodence including croff '' Hil 'Bushels stlt>ctto permit rietait'safes s�1 g ee enddol7gfmute.A*i drive-th►u pick-up win T� ess� Assessor's Map 328,Parcel PS t:addrt38sedas t 56.lyannou h PfDWty is shown on in a Highway Business Zoning Qistrict• g f3titr1028.Hyannis.MA 8AIS P.M. Cltrisco. I•sa - Chr+sCo.LLP has applied to the Toning Board of la ANPM12004 390 , ar� requirements of 1 0 Zonlhg Ordinances:spiky �� V�°'�ell to �w Minimum Lot Area,Minimum FrontY d Setback Nlti"�cttsn ,8I57 T3ulk Reg,�tions, Minimum Front Yard Landsca nt."Yw S wmoln Atd`Setback N d 46-Foot Lion, Lot Dove Pe Sections 35,2(7X 10)WaMaatf Protec- ' Coverage and Site Cleats l-8 ui. Perimeter Buffer,and an other dimensional tenseme �.2 8t2X8); laridacape . ProPosod redevelopment of the site as r reQwremant as to needed to permit the Assessor's Map329.parcel 151addressepe,!anssel suboutted•1 rs•.at�an. in a Highway Business Zoning District. / outs28,Hyannis;MA-, `- These Public Hearings will be held at the Bamatabte jown Hall� 7 Main Street;.Ffyannte: MA,Hearing Aoom,-2nd Floor,Wednesday,June 23,2004; Pi and applications maybe.reviewed at the Planning Division,Zoning Board of Appsais O :1 own Offices.200 Mein ' Street.Hyannis,MA. i pans° M.-Creedon IQ.'Chalwom ZGntn9 Bowd of AppeWs r , h4app4rji- , --4-8 Parcels Within 300' of Map 328 Parcel 151 �28�-0� This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requester of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database 28149 I an SI23f1004 c Mappar ORnerl Owttet2 r c Address 1 Address 2 City State Coun 328151 1 7ip n. c 27156002 MASS,CbMMONyJEALTI-I OF C10 EXEECLITT E OFFICE OF PORTATI 10 PARK OS TON ON 02116 r 2815200A N& S E i .� ONSTRUCTIO 70 c 2815200II I 28131 ON COAL&OIL CO INC IL CO INC NELSON ANNIS ROAD 1,SA 02601 USA 328I5200C 128I3200A AKER,ROBERT E&.WHITE. / [ROBERT E JR Tit R`YARMOUff; MA 02673 USA J 2815200D I TANGLEP/OOD 2 DR 8J3200B BA KER,ROBERT E&WHI E, R`YARMOUTH 2815200E ROBERT TANOi1 SY00D 02673 USA if DR ROBERT E J �328f5200F 32813200C ROBERT TR 2TE8tl+[7IiTE 62 VYARMOUTH iQ. 02673 USA ANC7 E WOOD 25152{►OG f 32813200119 R,ROBERT E&WHrM, R 2 OBERT E JR T'ANGLI3WOOD YARMOUTH 026?3 SA i/ 32815209H DR 28i37 GEMAC INC 201 ANNIS MA 02601 USA MAC,-INC_ P .. _. ... .., .... .-.. ,. Ol A11NS 'r 2815200E YARMOUTHRD I W&A ty` x 328/42001 BARNSTABLE WATER CO PO BOX 326 HYANNIS 2 2815200K MA D2601 USA C 28{420D2 ARLACO INC Y6 BARNSTABLE WATER CO PO BOX 326 HYANNIS 32875200E P MA D2601 USA 28143 °KORPELA,W1111AMA& ORPII.A,TOINI TAIMIESTER 114[YA1,TOUGH HYANNIS [+Zrt i02601 USA ' 3281520DM !� n �1 ! 328144 KDRPELA KATRI K I Y 32815200N 1~. VE 1IAVEN MARSWNS MILLS [AA 2648 325145 KORPELA,T OINI TAI1vII FSTER 114IYAh10UGH YANNIS V 2815400A 11 4A 02601 USA 8146 YOUNG,RAYMOND H PD BOX 1135 OSTON MA 02103 USA 328I5400B J ' 328147 ORPELA,WIILIAM A& I:ORPELA,TOM II TA11,9i ESTER 114 IyANOUGH HypitJ 7i5 32815400C ' ivtA 02607 USA ry D7onda31,hfay 2 Monday,Map 24,2004 cn Page 1 of3 Mapper Ownerl OWner2 Address 1 Address 2 city State Zip Country + 32815400D ARBONNE,LEON D TR TRIPLE N REALTY TRUST O BOX 2910 _ ANNIS MA 02641 ✓ 328155 ECAL,NIICBAEL 3 TR , , o GREENWOOD NOMINEE TRUST 34 CAtCUTI'AVE HYANNIS MA Q2661 �/ n c c 32$156W1 TRACY,JAY TItS WE'RE HERE REALTY TRUST 83 BLANTYRE CENTERVI 32$156002 AVE � 0Z CY,CONSTANCE TTR 062 r: 83 BLNTYRE CENTiERVILLE, 02632 SA � C AVE 26157 SIGEL,CRIC 1 TRrAllEE REALTY TRUST PO BOX5 I'll 4 HYANNIS AfA 02601 c3 �281Z 5 SIGEiy I RIC 7 TR REALTY TRUST O BOX 504 HYANNIS MA 02601 USA 29159 FIITtMl,NECHAEL f'FMKEL,,I&CHAEL&PAMELA J 126 CAMP ST HYANNIS MA 02601 USAIRD I tr 28160 CICCAREI]1I EUGSNEC 5811AMAWAY OSTERYR.i.F MA 02655 USA f 28162 TRACY,]AY 1i TRS h WE RE HERE REALTY TRUST 83 BLANTYRE CEN3ERVIL7 MA 0_632 USA AYE 328I S2 1RAC�',JAY 11 TR5 HERE REALTY TRUST 93 BBLATTI'YRE CERIERVILLE MA 026 32 JAVE 328193 MASS,COMMONWEALTH OF IM EXECUTIVE OFFICE OF SPORTATI 10 PARK BOSTO?3 MA 02116 •/ ON& LAZA-SUITE t1 CONSTRUCTIO 170 + 28195,;_. A7.ART)CEIZALDvRr PILSON. 4f$YRId?CrA�SDC 3A0 025QI USA ARMOUTII RD. AN3�S x 28240 GAS INC GAS PROPANE LP O BOX 798 VALLEY FORGE A 19492-9908 USA O 8202 GAS INC AMER Is}AS PROPANE LP O BOX 798 VALLEY FORGE PA 19482-9908 USA �-28203 ANTAIGAS PROPAI-MlY IF O BOX 798 VALLEY FORGE PA 19482-9908 USA 329231 rRIKEL,WILLIAM&LORRAWE BOX 1998 MASHFEH MA 02649 USA 328238. CHRISTMAS CROSSING INC CIO hfg.L LANE MGMT INC 23 ROUTE 6A, YARMOUTHPORT MA 02675 USA UNIT Y nJ Monday,Ma}�24,2004 rn Page 3 of3 r HA Nu P. 02 0ll OCT 21 PO 9 5O TOWN CLERK sAaNer NAlIL , solo. Town of Barnstable Zoning Board of appeals Decision and Notice Appeal 2004-089-�''hrisCo Special Permit Section 3-3.6(3), Highw1y Business Conditional Use To permit redcvelopment and expansion of an existing gas station Summary: Granted with Conditions Petitioner: ChrisCo.LLIP Property Address: 156 Iyannough Road/Route 29,Hyannis,MA Assessor's hfapfparcel: Map 328,Parcel 151 Zoning: Ifighway Business Zoning District Relief Requested &Background: The subject property is situated on the northeast corner of Route 28 and Yarmouth Road and is zoned .Highway Business and is in a Wellhead Protection Overlay Zoning District. The parcel is a 0.96-acre lot as shown on Assessor's Map 328 as Parcel. 151, addressed!156 Iyannough Road/Route 28,Hyannis,MA. The lot is developed with a 1,388 sq,ft.building built in 1r475 and two pump islands capable of 8 fueling positions. The.applicant,ChrisCo.LLP,is seeking to redevelop and expand the use of the site. The site has the benefit of Special Permit Number 1991-7 issued for the development of the overhead gas canopy structure and allowing 630 sq.ft. of the building to be used for retail sales. The remainder of the building consists of two auto service bays. According to die files use of the site as a gas service station dates back to 1953 and the location of the pumps were established in 1983. The applicant is proposing to redevelop the existing site,remodel the building,replace the underground"fuel tanks and install new service pumps and canopy. The auto service is to be eliminated and the retail convenience use expanded and is to include a coffee and dgliut shop with a drive-up window service. In order to accomplish the proposed changes and improvement,the applicant has submitted four applications to the Board. They were: • Appeal 2004-087 for a Special Permit.in accordant a with Section 4-4.4(2)Nan-conforming Structures/Buildings • Appeal 2004-088 for a Modification of Special Permit Number 1991-7, • Appeal 2004-089 for a Special Permit in accordance with Section 3-3.6(3),Highway Business Conditional Use,and • Appeal 2004-090 that requested Variances to Sectipns 3-3.6(5); Bulk Regulations,Minimum Lot Area,Front&Side Yard Setback,Front Yard Landscape, 3-5.2(7)(C) &((D);WP,Lot Coverage &Site Clearing, and 4-2.6(2)(B)Landscape Perimcter.Buffer Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the;Office of the Zoning Board of Appeals on May 20,2004. An Extension of Time for holding the hearing and for filing of the decision was executed between the applicant and Board Chairman, A public hearing before the Zoning Board of Appeals was -duly advertised and notice sent to all abutters in accordance with MOL Chapter 40A. The hearing was • rHA Nu P. 03 opened.tune 23,2004;continued to July 21, 2004; Se tem er01, p b � 2004; and to October 13,2004 at which time the Board found to grant the appeal. Board Members deciding this appeal were,Richard L. Boy,Ralph Copeland,Jeremy Gilmore, Gail Nightingale,and Chairman Daniel M. Creedon IH. Attorney Patrick M.Butler represented the applicant before the.Board.Also present were Christy Mihos, Rick Bryant,and Dave Albrecht. Testimony was taken on this appeal at the hearings of September 01, 2004 and October 13,2004. Plans for the proposal were.reviewed and modified to reduce traffic impacts and to address concerns for the drive-thru car stacking area, Mr.Butler reviewed the locus and existing condition noting that the property is a pre-existing non- c onforming use and building in that through subsequent zoning amendments certain non-conformities have been established with respect to the building setbacks and the use of the property. He submitted extensive information on the proposed changes to the site to document the reduction in the gas and service station use and the proposed redevelopment of the site into more conformity with the zoning requirements of today. Mr.Rick Bryant of Rizzo Associates addressed traffic coneems and the proposed plans for roadway improvements in the area. Public comment was requested and no one spoke in favor ar in opposition to the request. The Chairman Noted that several letters of support have been submitted tq the file. They are from: Rick Sigel of Highway Pegs,business and property owner located across:from the proposed site;Town Councilor, Gary R.Brown,President; and Cynthia Cole,Executive Ditector of Hyannis Main Street Business limprovement District. At the October 13,2004 hearing the Mr.Butler discussed the changes that had been made to the plan. The Board and Mr.Butler agreed that the proposal before the Board can be permitted with the grant of two Special Permits,one for the expansion of the non-conf6rmity in building and structure as requested in Appeal 2004-87 and another for a conditional use permit as requested in Appeal 2004-89, Findings of Fact: At the hearing of October 13,2004,the Board unanimously made the following findings of fact: I. CluzsCo,LLP(the"Applicant")has applied for special�permit relief pursuant to section 4r4.4(2); Nonconforming Building/Structure not used as a single;or two-family dwelling to allow for the redevelopment of an existing gas,convenience store and car service station(Appeal No. 2004-87).-In addition,the Applicant has also submitted a special permit petition pursuant to section 3-3.6(3), Conditional Use in the Highway Business District(Appeal No. 2004-89). 2. The property is commonly addressed 156 Iyannough Read (Route 28)in Hyannis. The property is shown on Town of Barnstable Assessors Map 328 as Lot 151. The property consists of 39,183 square feet and is located in the Highway Business("WP")Groundwater Overlay District. z4niug district and the Wellhead Protection 3. The property is owned by the Leonard M.Rumpler RevDcabie Trust. The Applicant has submitted a correspondence to the Board dated July 21,2004 signed by Robert Berkelhammer and Bruce R. Ruttenberg,Trustees of the Leonard M. Rumpler Revocable Trust indicating the Applicant has entered into an agreement to purchase the subject property. In addition, the correspondence serves as f io cuuu wcu is c4 rn FAX N0. P 04 • f authorization allowing the Applicant to proceed with the above referenced petitions before this Board and therefore has standing to seek the special permits.: 4. As presently configured, the property contains an approximately 1,200 square foot structure housing a gasoline service station, a car-service bay and approa,imutely 630 square feet of retail sales of convenience store type products. In addition,the property currently contains 4 fueling stations covered with an overhead,flat canopy which consists of approximately 1,767 square feet, and three curb cuts into the site. 5• The existing site, located in the WP district and in close proximity to several public drinking water wells,contains two(2) 10,000 gallon underground fib:rglass gasoline tanks and one(1) 12,000 gallon underground.fiberglass gasoline tank. In addition, the site also contains a 1,000 gallon waste oil tank and a 1,000 gallon heating oil tank. Accordingly the site is grand-fathered for a total of 34,000 gallons of hazardous materials in underground tanks, 6. The existing structures(gas station and canopy)are pre-existing,non-conforming structures. In addition, the existing uses(gasoline sales,including"'derground tanks, convenience store and car servicing)are pre-existing,non-conforming uses which are legally grand-fathered. 7• There is an existing zoning decision,special permit Nq, 1991-07 ert which allowed for site improvements in 1991. That decision forth granted nfirms that subject he gas stoat on use on this property dates back to approximately 1953. S. The Applicant is proposing to redevelop the existing property as follows: a. Renovating and remodeling the existing structtre by transforming it into a more traditionally styled structure. Proposed changes include adding siding to the store, creating a peaked roof, adding a dormer over the proposed front entrance,as well as a cupola. b. Remodeling the interior of the proposed structure to accommodate a takeout only Dunkin Donuts coffee counter, as well as a reduced sized Christy's Convenience Store. The Applicant has clarified that there will be no se4 ing provided within the redesigned structure and all of the bathrooms will be limited to employee use only. c, Construction of a drive-thru coffee/donut pickup lane and window located behind the existing building and to the north of the subject property. d. Demolish the existing fuel canopy and reconstruct a new canopy reoriented on the property, The new canopy will be an improvement by approximately 5.5 feet above and beyond he current canopy set back distance. The proposed canopy will represent a reduction from he existing canopy of 487 feet. The proposed campy will also be designed with a peaked roof which,at its peak, will measure 17' 6"in height. e. 'The redeveloped site includes reconfiguring and reducing the number of fueling stations to only three and the installation of a new state of'the art fire suppression system 9. In terms of hazardous materials in the WP District, the Applicant will be removing all of the existing underground gasoline and oil tanks and installing only tW. o (2) 10,000 gallon double walled gasoline underground tanks for a total gallonage of 20,000 gallons of underground gasoline. This represents a reduction of a22roximately 14,000 gallons of hazardous materials stored in underground tanks on the I nrR io cuuu wcu le;e4 VM FAX N0, P. 05 ert Pra l Property. n addition,the Applicant will:be converting the existing structure from heating oil to natural gas, thereby further reducing tha amount of hazardous materials associated with the site. Lastly, the existing car service bay will,qe eliminated Pnt.irely from the proposal to allow for the redesign of the interior of the proposed store. 10. As described in the materials submitted by the Applici*t to the Board as well as the traffic memorandum prepared by Rizzo Associates dated July 15,2004,the Applicant is also proposing to change the curb cut configurations on thO subject property. The Applicant has also agreed to provide all club-cuts on Route 28 as right-in and fight-out only. 11. As shown on the proposed site plans, is Highway Department(MIS)is proposing to p th lVlassachuset Hi hwa De artment widen Route 28 in front of the property phd will be taking by eminent domain a portion of the subject property. The proposed redevelopment plan has been provided to MID to review,and MHD has no objections to the relocation and narrowipg of the Route 28 curb cuts. 12. At the Board's request,the Applicant rej�cated the proposed Dunkin Donuts order window closer to the drive-thru pick-up window. This will assist in reducing the queuing to the pick-up window by bringing the cars from the outset closer to the building:(and away from the road). 13. The Applicant is proposing to substantially improve the aesthetics of the property by adding significant amounts of new vegetation including bushed and trees to improve the visual aesthetics of the site. 14. The Applicant obtained site plan review�4' pproval from the Barnstable Site plan Review Committee on July 21,2004 for this redevelopment proposal. They latest Plans have also been submitted to the Building Commissioner and he has found that the changes did not need a full site plan review and has approved those latest revised plans as per his Memprandum to the Board dated October 13,2004, 15. The redeveloped site will result in substantial benefits jo the Town of Barnstable,including a significant reduction in the amount of hazardous materials stored in underground tanks in close proximity to public wells, improved aesth0es,a reduction of the number of fueling positions on the site,a reduction in the size of the canopy pn the site.,elimination of a non-conforming car servicing use on the site, and improved internal tr#fic cireulatiori patterns within the subject property, lb. The special permit applications (Appeal N.os. 2004-87 aurd 2004-89)fall within a category specifically permitted in the Zoning Ordip'ances for a 0ant of a special permit. 17. After evaluation of all of the evidence presented,the proposed redevelopment project fulfins the spirit and intent of the Zoning Ordinances and would ng:t represent a substantial detriment to the public good or neighborhood-affected. Decision: Based on the findings of fact,a motion was drily made and seconded.to grant a Special Permit in accordance with Section 3-3.6(3),Highway Pusiness Conditional Use as being requested in Appeal 2004-089 subject,,to the following conditions; 1. The site shall be developed in accordanc MA"as drawn by Rizzo Associates witll the planb submitted entitled"Christy's of Hyannis, dates}64/15/04 with a last revision date of 10/01/04, consisting of nine sheets titled: Cover Sheet,Existing Conditions Plan,Site Layout and Materials Plan,Grading is J I ••• . av LVVJ WLL lLLJ 111 MX NU �, 0 6 and Drainage Plan,Landscape Plan,COt struction Details and Legend, Construction Details, Proposed Floor Plan,and Building Elev0011s. )except that the plans shall be modified as.follows: • The curb-cut on to Route 28 farthest from Yarmouth Road shall be reconfigured t right in and right-out only. g o provide for • The applicant shall petition to Mass Highway to extend the proposed center median on Route 28 southeasterly to the end of the applij ant's property to prevent left turning movements onto Route 28. • A"Caution--Crossing Traffic"si gr ;shall be post4d on the inside of the right turn lane into'the property from the Yarmouth Road C!4rb-cut to Well motorist to the Criss-crossing traffic movements in that location. • All curb-cuts shall be required to conform to all standards and conditions imposed by Mass Highway. 2. Use of the site is limited to that of the e)�sting non-conforming gas service,a retail store not to exceed 1,341 sq.ft. in gross area,includiulg the coffee shop and adrive-up pick-up window. 3. The number of fueling positions(total n*ber of cars that can be fueling at any one time)shall be reduced to no more than 6. 4. The retail area of 1,341 sq.ft.in gross ar0A shall not inglude customer seating. 5. The site shall be developed and buildings built consistent with all applicable Health,Building and )~ire codes. A11 signage shall conform to the sign regulittion without varaince from this board. 6. One drive-up window shall be permitted;only to be used be in connection with the coffee shop, p 7. All fuel deliveries shall be made during bOurs of off-peak traffic. That is no fuel deliveries from 7:00 AM to 9:00 AM and from 3:00 PM to 6:66PM weekdays. 8. The gas station,retail store,and coffee shpp shall be rewired to close between the hours of 1:00 A.M. to 4:00 A.M every day. 9. These shall not be any accessory auto inspection and nq accessory auto repairs at this site or accessory to this station,nor shall any autp sales or lea .ing occur. The vote was as follows: AYE: Richard L.Boy,Ralph Copeland,JefFmy Gilmore,;Gail Nightingale,Daniel M. Creedon NAY: None 'Ordered: Special Permit 2004-87 is granted with condi�ions. This decision muse be recorded at the Regis try Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. °f Appeals of this decision,if any, shall be made;pursuant to UGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of'this decision. A copy of which must be filed in the office of the Town Clerk. j 5 . r tin NU, P. 07 � 2d an iel �-- - M. Cre don I.U,Chairman Date Signed I,Linda Hutehenrider, Clerk of the Town of;$arnstable,l3mrnstable County, Massachusetts,hereby certify that twenty(20)days have elapsed si#ce the Zoning'Beard of Appeals filed this decision 'and no appeal of the decision has been that tI}e office of the?Town Clerk, Signed and sealed this -� ay of e pains d penalties of perjury. Linda Hutchenrider,Town Clerk i 6. t r HA NU P. 08 TOWN Qh.8A'RNSTAb.Lg� � pNIN BOA .P'QF A pRALS NOTIdt o PILIOtIC1401 IRINO 1J1�1 _1rNf X ING JN�2 :2004 To all persons interested in;or a{pect�d:by'hizoning eon nfApPealsundar SaFtlon 11, Of Chapter40A of the•General laws op;[he Con hon0alth'of Movachusette,and all amendments tllarMo you ire he ,nodileq that: 7:00,R.M loonoior6theasrt d Mem"1$.o{fItpreolds Fra3 rd��na�f� 'I�d{ra�T'A,erm�li nhlhi�"s } tls n oal ,l f'd f di^�tiUil,d. � IIn 6aor,conforrlrg14t'H anewand garage. The..?ro ar y.is 1acat d ii as shown,on Assassoes.lylap,.199,:parr addressed as 110 Crystal Lake Roa ,Ostervlli®; 7 }^� MA role f}aeidence F-i Zoning trot. 1;��'};`. a- ,,rii ''•,ikL, .Fll 'k'4 .Cd?j'c!f D`aC�il3A; rrel 'ahr `iifttle Ff r" t F ) e r Section 4-4.3(2) na�ccorciaifcewltti` Nplt-ca�nfPrri7inq 8 !!d!�s�p�,-or--. Residences and Af i cij�ga . P .$. ! I,�. +rtd Two-Family JtidaC,lxt L.Cha'tad' reconstruction of.�5ingle=fdmily'i�yy { H�' k $ fgr..t a3 demolitlan and on Assessor's Map 337.Parcel 094�daressed ds 3p4�ond'Hil(R ao de grorn�a�io$tom in a Residence F-1 Zoning District, 7130 P:M: Couture A 'pool 2004-084 Edmond A Couture has applied for:a Special Permit aocr?rdanca with Section 44.3 Nonconforming Buildings orStructur�$and findings under MGL0 4M,Section 61or the demolition and reconstruction of a >ingle family dwa lliN on a norlcontorming lot The property is shown on Assessor's Map 267,Parcel 015 addrassed 00.564 Scudder Avenue, Hyannis,MA in a Residence F-1 Zoning District, 8100 P.M" .. ,;, IT .. " Lede Sao and Dian fang,Trustee'i3 fiava a qed For a Pp" OQ.005 PP $ppclal;Perrdn in accordance with 'Section 4-4.5 i .Nonoonforrttfrr0 U ti,Expartslon of a pig exj iRg�Vorii onfomiing Use to re-establtsfi an accessary rabiderise 1fdin . The rti 216. Parceh 098 addressed e i 9to g p PPY 9a3houvrl'dri AssessoYs Map ; Res;dshce FZp�iin a ;Main.6ti/Rotitel'BA 'Wmt'13amstable;MA in a. -DlefrlCt:'� � .r.: ._,:G"i.U:a`a�•,ra..;�ti�afr>d:.t.:-4c�,:i,bt..,. .. 8130 .M. . ^. I x004088 Lents Pajatirra;'iL iras`a tied:fore 1/erlanc®td`Bkticn 3=t 9(S &ilk:Re9ulatlons . mirilmuryr9'bt she` ntJ riiilltrFittihi'1$t" ridtfs tb aRp1i�}'fdr''Clhe'boriatrut flq+7 of" single p8rnily dwelling on an undersized nonebnfonmirig 1dt: Thapra�p�rty I0'sh 'Y n ori-Assessor's Map 287,Parcel 123 addressed as E(1`Hymhnia'4yenbe,liyi9ntlls;ivtafn`a`I .....e F.12Anlrag District, , . 8aa45 P.M. Cbrl Gray' . APNRRI: 004-087 ChnsCo,LLP has applied to the Zonis Board of wtlhlapctiari4<4.4(2DNoii•cortfonilln APi' ��ft$p4f. .0.Tn ,lnpccordeince StruasDiires laid 'IdiR rio s Family Dwellings to'" ermlt the re tl I ,men!'oed site``IRera .n o�t 5 n81e and service station:Theapplicarxinteitda,toamiive the'9• `' - . aqd the site Including the fuel pumps and catropy refpodel' xistiji $�pCjrq'tpf,,,rs. ss/ coM enience'"store including r affee a 66ghnli ' it s wfdrA'dai+nZVI uyihnilndaw. The applicant also requeated"any otf erapecial Penrrit rpIla ii is shown on Assessor's Map 328,Patasl 151 addressede t g�tYfanftc1a71/r•'f�oEdiiStlte Hyannis,MA i6a-Hlghvvay Business onlrg District, 8145 P.M. Chri CO. ChnsCo.LL.P has appiled tcthe Zarin Beard afAppeels Fi fe�it cp 'x p` Peimit Number 1991-7 issued to Mobile 01 Pnrporartion to allow for the rradevalopment and site alterations of the existing gas and s wice studon Incluging tbs.fuel pumps and canopy, ' rr.t remodel existing structure to enlarge!retail sales/corw"jance snore including coffee and �I dqughnutawithadrtve•they 6zupWnstow,-ThepropevtyIAghiywliorrA>tsesaors Map 32e. PIrcel 151 addressed as-,1.56.lyanng4gh Roed/Routa 8, Hyannis, MA In a Highway_ • Business Zoning Diatrict 8146 P.M. �rlat♦Co. Apjzi4ai 2004.089 CliriaCo.L1.F'hasaP ler9.tg a bril bard of.Appeaa!osvfraro$peclal. ®mtifiracFordanca . V wit ,ccndifi*reIL pp ,theHlghw' Busijlasst�f6tlnCttopermltratellsal s ancuding Gaffe Jvl i°a�l ve-thru pick-up wlndo The ra Is shown op ¢,brl4 doughnuts': P Assessor's tvlap 818,Parcel 1`61,,addrep, es.1$6,lyanctou'pfi Ffbad/Routs 28,Hgannf'e,MA in P Highway Business Zoning.QiSO.t�.•' r Chrlas �I CfjrisCo, LLP has applied to the Zonl Board of App t 2 00. requirements of.tflA zoning Ordinances;speclficaiiy Se4�ittp,�r9 9 gjegu k Reguiatibns a� Minimum LotAres;'Minsmum-front Yard Se[baci�.;Mihtmurp•SktoYardSetbaeliand48-Fact: Minimum Front.Yardi:ardcc'apa 9etb�ck;.Secttor+s3�b,gYr'g?F�;;end;(tp)-ytYr�yhq�p � 4" tion, Lot Coverage and,:Slte,^Cleefl fleg4laeni@nt8� 6ectibn.4.2.6(2=( ,'-Landscape PGMmetar Buffer,and any otherdlmena,jonal requiramenti$a maybe needed to rmit proposed redevelopment of the site s Per..Plana"submittQd..lhe. r e isahown on As esaor'sMap328,Pwcel151addre ecfastb6l G yennotiph Road/Route 28.Hyannis.MA ;in a Highway Business Zoning Distnol j Q These Public Hearings will be held at t!a Bamstable Town.Hall,36..7 Main Street,Hyannis.. QMA.Hearing Room,2nd Floor,Wedneoday,June 23.2004. Plans and applications,maybe. . renewed at the Planning Divislon,Zonl�ag aoard ofApped Office,Tovrn Offlcea;200 M . , .. Street.Hyannis,MA. ain !� paniet M.Ceieedon,91.Chalrtnan* ' Zgr4no.Board,of Appeals The Barnstable Patriot -� June 4 and June 11.2004- Parcels Within 300, of Map 328 Parcel 151 This list by itself does NOT constitute a certified list of abutters and is provided only as as aid to the determination of abutters. The requester of this ✓ list is responsible for ensnr9ng the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 5tZiflAD4 C Mappar Ownerl C OwnerZ Address 1 Address 2 CRY State Zip Country � 327 i36002 ASS COMMQNIYEAITH OF 0 EXECUTIVE OFFICE OF SPORTATI 10 PARK OSTON c ON$ LAZA_SUI g 116 CONSTRUCTIO N 170 n R 328131 ON COAL&OIL CO INC OIL CO INC NELSON i80 IYANOUGN HYANNIS o OAD 02601 USA 32813200A OAKER,ROBERT E&WHITE 62 W YARMOIF!H[ROBERT E JR TR AN(I 1 1: 1,11) R MA 02673 USA - _:::: 2$]3200B Ak�R,ROBERT E&YJIIlTE, fit W YARMOU7�1 tvSA 02673 USA ROBERT E 3R TR ANGLEWOOD DR 2813200C AKER,ROBERT E&WH17'E fit YARMOUTH MA �02673 SA -- -- -- OB£RT€JR --- -- - -... --- ._._..... - -- --..__.... - 13rW0DD -- -— - ' R 2913200D ROBERT E&WHITE, J OBERTE 3R 62 W YARMOUTH 02673 USA ANGLEWOOD R 2$137 GEMACINC A HYANNIS MA 001 USA21U13i73KD --...... - ----- ...................... _ 29138 GMAC,INC Ol ANTIS A 02601 USA ,.ARMOUT,,RD I x 2814200I ARNSTABLE WATER CO BC}X 325 rHYANTIiS MIA 0260I USA o� r - __ 28142002 BARLACO INC �%DAR�NSTAIBIILXE WATER CO BOX 325 _]_ HYANTIIS 02601 USA 28143 OR.PEI.A,WILUAM A&. KORPELA,TOINI TAM ESTER 114 IYANOUGH ATIIUS MA 102601 JUSA _Af28144 ORPELA KATRI K 3 NBW HAVEN ?l?T1S MILLS 4A 02648 VE 28145, ORPL1 A,TOMITAM ESTER. 1141YANOUGH HYANNE 1A 601 SA 28146 YOUNG,RAYMOND H PO BOX 1135 BOSTOTI 14A ]03 USA 32$l47 ORPELA WILLL4M A& ORPELA,TOINI TAM ESTER• 1141YAMUGH HYAMaS 4A 0269] �SA -o Monday,May 24,2004 0 cn Paese I of3 Alappar Ownerl Owner2 Address 1. Address 2 city State ZipCountry y - 8148 ABCWK,MILTON Ihl IS:AAIN B I l ORWOOD 02062 USA VAh'DERBILT AVE#21Q ri 328149 MACDONAL D,DOUGLAS E TRS AND S 1viACDONALD FAMILY TR 4I WATER$ TOi+15 MII LS 02646 �Ajl c U 28151 RUMPLER,LEONARD M ETAIS TR dCIiACE RUTTENBERG& ONE PARK ROYIDENCE � RI FREEDMAI4 OW SUITE 300 029D3 USA C 2115201A ,DAVID U %BELLIVEAU,CHARLES J TREAS—[146 GOLDEN RD STOUGHTON MA 02072 JUSA n 2813200B YES,DAVID U %BBUIVBAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON MA 02072 USA -� 2815200C rES,DAVID U 'YaBELIdVEAU,CHARLES J TREAS 146 OOLDENRD STOUGHTON MIA 02D72 USA 32815200D JIVES,DAVIDU %BELLIVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON A 02072 USA 32815200E IVES,DAvrD U %BELLIVEAU,CHARLES J TREAS 146 GOLDENRD STOUGHTON MA 02072 USA 28152DOF DAVID U .aBELLIVEAU,CHARLES J TREAS lob GOLD !RD1 OUGHIY)1.+ MA DZD72 USA _._I —]____ ...- .................. . 28152000 JIVES,DAVID U %BE11-IVEAU,CHARM J TREAS 14b GOLDEN RD STOUGHTOAI MA 2072 SA 2815200H DAVID U %OELL1VEAU,CHARLES J TREAS 142 GOIDMt RD UGHTOlt 10207.2 �LTSA -- -- 8-15W - 1E'E -jaAVID31------- -- t45 PiflL1 RD .---- { 41c � 'T7 2815200J !VL•S,]DAVID U %BF-IJWEAU,CHARLES J TREAS 146 GOLDEN RD OUGI ITnN 02072 USA x 2815240K S.DAVID U ; O 6BELLIVEAU,CHARLES J 146 GOLDEN RD STOUGHTON D2072 USA 32815200E VES,DAVID U %BELLWVEAU,CHARLES��� OIIIkN RD STOUGHTON A 072 SA 281i20DA4 S,DAVID U KBELLWEAU,CHARLES J TREAS: 146{�OLDENRD STOUGHTON MA Q2072 USA 2SIS200N S,DAVID U %BELL VEAU,CHARLES J TREA5 142 GOLDEN RD STOUGHTON MA 02072 USA 2815400A ONNE LEON D TRS ITc N REALTY TR P O BOX 2910 HYANNLS KIA 02601 USA 28154008 RBONE,EEO;!D TRS L8 N REALTY TRUST P O BOX 2910 HYANNIS MA 02601 USA 28I 5400C BONNE,LF.ON D TRS LEIN REALTY TRUST P O BOX 2910 HYANNLS MA 02601 USA Monday,May 24,2004 0 Page 2 of Mappar Owoerl Uwner2 Address 1 Address 2 City State Zi E29154DOD ARBONNE,LW,\,ID TR A Country N REALTY TRUST P O BOX 291 O HYANNIS MA 02bO1 ECAL,'MICIAELJT ��,D�328155 B MQ4EETRUSI �34RCUTi AVE LS QA 601 r 28156001 CY,JAY IRS WE'RE HERE RFr117 y TRUST g3 B7 yRg c ENTERVILLE A 02632 USA AVE 28156002 TRACY,CONSTANCE i 83 BL.ANTYRE CENTERVILLE MA 02632 USA � 29157 S1GEL,ERIC J TR AVE REALTY TRUST W O BOX 504 HYANNIS MA 026D1 IISA r 28159 SIGEL,ERIC I TR REALTY TRUST O BOX 504 - t1YANNIS 02691 USA 29159 FINKEL,MICHAEL hDCHAEL&PAMEILA J 126 CAMP ST . YA]4N1S IA 601 USA 2916D CICCARELU,EUGENE C 58 HATHAWAY OgTERyUE _ A r655 U5A ZS 162 RACY,JAY H 7R5 WE'RE HERE REALTY TRUST 83 BLANTYRE CENTERVILLE MA 02G32 U5A 28182 TRACY,IAY If TRS WERE BERE REALTY TRUST &3 BLANiYRE C RViLI E D2632 : SA AVE 28183 _ SS COMMONWEALTH OF O EXECUTIVE OFFICE OF SPORTATI 10 PARK OSTON ON O�II6 LAZ.A-SUITE CONSTRUCTIO!329 170 195 --�iA2:A8D.GERALOW ----r -- ---. ._:-..--- - - ...�--.: -^_...-- -- ---- --•- - ._.__... - -- --- - ...... --,...:-...._......--._._....... Ot:,H 9f�15'BLFxiA3.9pC AldN1S 39A Q2601 U5A M01 T.DD -+ 2820D GAS INC AMERIGAS PROPANE LP OBOX 798 VALLEY FORGE A 19482 4908 USA 2 C 28202 GAS INC GAS PROPANE LP P O BOX 798 VALI EY FORGH A i 9482-9908 U5A ff282073 —f RIGAS PROPANE LP P O BOX 798 ALLEY FORGE A---f T!!� 2823I FINKEL,WI LLUm&LORRAiT1E PO BOX 1998 T9A$!}pEE MA 02649 USA 28238 CIIRISTMAS CROSSING INC CIO Al1LL LAVE MGMT AC 923 ROUTE fiA, YARMQUT1iPORT MA 02675 USA UNIT Y Monday,May24,20D� Page 3 of 3 « rii ?fix NU. P. 12 04 OCT Z ! AN 9: �0 'El E TOWN CLERK t ie74 r Town of Barnotable Loning.Board of,Appeals Notice Withdrawn Without Prejudice I' I ChrisCo! Appeal 2004-088 -Modification of SpIpGial Permit Number 1991-7 Appeal 2004-090-Variances Sections 3.3,6(5);B4 Regulations,Minimum Lot Area,Front &Side Yard Setback,Front Yard Landscape,34.?(7)(C) & ((D);WP,Lot Coverage& Site CIearing,and 4-2.6(2)(B) Lano ape Perimeter Buffer Petitioner; ChrisCo.LLP Property Address: 156Iyannough Roa&Route 28,Hyannis,�A Assessor's 1VI2p/Parcel: Map 328,Parcel 151 Zoning; Mghway Business Zoning District � Relief Requested &Background: The subject properly is situated on the northeast corner of, oute 28 and Yarmouth R oad is zon 11iighway Business and is in a Wellhead Protection Overly.`Zoning District. The panel is d0.96-cre lot as shown on Assessor's Map 328 as parcel 151,addressed Iyaunough Road/Route 28,Hyannis,l4A, The Iot is developed with a 1,388 sq,ft building built in 1g75 and two pump islands capable of 8 fueling positions, The applicant, ChrisCo.L.LP,is seeking to redevelop and expand the use of the site. The applicant is proposing to redevelop the existing site,r�model the building, e underound fuel tanks and install new service pumps and canopy. The fauto service is to be eliminated and the etail convenience use expanded and is to include a coffee and donut shop with a drive-up window service. In order to accomplish the proposed changes and itnprove=4t,the applicant has submitted four applications to the Hoard. They were; • Appeal 2004-087 for a Special Permit in accordance with Section 4-4,4(Z)Non-conforming Structures/Buildings; Appeal 2004-088 for a Modification of Special permit Number 1991-7; • Appeal 2004-089 fora Special Permit in accordance w'th Section 3-3.6(3),Highway Business Conditional Use,and • Appeal 2004-090 that requested Variances to Sections -3.6(5);Hulk Regulations,Minimum Lot Area,Front&Side Yard Setback,Front Yard Landscape,3-5.2(7)(C)&((D);WP,Lot Coverage& Site Clearing,and 4-2.6(2)(B)Landscape Perimeter Bqf fer Procedural&Bearing Summary: These appeals were filed at the Town Clerk's Office and at4he Office of the Zoning Board of Appeals on May 20,2004. An.atension of Time for holding the heariprg and for the filing of the decision was executed between the applicant and Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters ptt accordance with MGL Chapter 40A. The hearing was opened June 23,2004;.continued to July 21, 2Q04; September 01,2004;and to October 13, 2004 at which time the Board found to grant two Special P' its; one for the expansion of the non- conformity in building and structure as requested in Appea2004-87 and another for a conditional use . r - I f i,, WLU lc co rn FAX N0, P. 13 permit as requested in Appeal 2004-89. Upon the grant ofthose two appeals, the applicaut's representative,Attorney Patrick M.Butler requested that Appeals 2004-88 and 90 be Withdrawn without Prejudice,as they were no longer required. Motion: At the October 13,2004 hearing a motion was duly made end seconded to grant the petitioner's request to withdraw the appeal without prejudice. The vote was as follows; k AYE: Richard L.Boy,Ralph Copeland,Jeremy Gilrnor i Gail Nightingale,Daniel M. Creedou NAY: None Ordered: f I Appeals 2004-88 and 90 have been'Withdrawn without Prejudice. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this Zdecii A py of whichmust be filed in the office pf the Town Clerk.Daneedon III,Chairman. Date Si gno 1,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the ZonuigPoard of Appeals filed this decision and that no appeal of the decision has a file ' he office of the'Town Clerk, , . Signed and sealed this y of Ly6.. cf-I ains ari enalties of er i p jury L da Hutchemider,Town Clerk i , I4 2 FAX NO, P. 14 . i f TOWN OF OA.R,N.SURI.0:�t?N1NG;�` ARD"tNr IA pp..EALS Nor�c>E OIL P(jailc WAR1�4�'0, p9R1 zpNiNp 0D1�11ANCLa JUN1241";10041: . To all persons interested irr;'or aftected*the Zoning r i`aF Appalls under Section t 1, of Chapter-s thereto the General Laws of°the Corrimn aith of'Massachuaetta,and all amendments thereta.,ypu.lire hereby notified that: Robert M::`$BJW P.,p . d1'peiftftt'finiiln 15nd }'M 'CH.`'4 '4'$eL°ticxi g forthederholitib6n'ofsnekisfinydwellfnpotti"enonconfd Nibs-AA'ttarei��ila`'riswrd' (tom and garage.- The property..is located.ct8 shown on aeasors:.Map.139,•pare addressed as 110 Crystal Lake Road,Osteivllie;MA 1 p a RashienI F `zoNn District David A' iltai. lgi:"�,.:,, f '. a hiilethaSOa �ied1'a � is UF Section 4.4.3(2) n'accsricewtth` Nqn c,I.. .Fi>linp„ ullcf f119.♦f oL tur. s le:$rtd Two•Famil Residences and.�'i `s,L. r ' y .,D9 ,ndt M,r�l,,�yt�pter,a reconstruction of a'single.farfid"�d ' F,t ) fpr.ttilrhi ­.;_. oligon end on Assessor's Map 337,Parcely0l ga es ed as 30 ' one Hill.Road,Barnstable.M is shown a Residence F-1 Zoning District. 7e30 P.M, Couture A perm Z004-084 Edmond A. Couture has applied for a Special Permit n aot;ordance with Section 44.3, Nonconforming Buildings or Structures and findings un r MOL Ch 9Qxl Section 6for the demolition and reconstruction of a single family dwell on a noncCriforming lot, The property is shown on Assessor's Map 287,Parcel 016 a�Idreased as.864 Scudder Ave". , Hyannis,MA in a Residence F•1 Zoning District. Ladc Bac and Dian Tong,Tni 4^�, A 0poel 20Q408is- 9 atasa'fiWe applied"for a eclal'frermit[K., cordence with ' Section 4-4.5(2)Nonconformki Us s, re-r�stabtiah ari"aEcesso $ � �gnsrorrof'aP' xlatirtg tVoricorifomiing Use to ry reefdence itil Iri Tf ie pro ""Is,tihovrrr.—As; Map 216, flarcel^A38 0ddressed'ds IBJ84­Mal n„S!./Rou 6A:1Nast'Bamstebte:'MA in a"y Reslden'ce FZFsfrlrl Distric#. .•J.M H. 1'r la'., ,..4' 8r80 P.M.'."' Fes Wi, ; AAon"I oo�-oas . . l�1te Festirta; CL fias-applied for "Variance't6e$e on I-, 9 k Regulatlens, min7iiitim fot'sire antlrrfifiii►fiurri`1ot"vVidfFf'tb sNo�v fir a.cohstYirc�ibn'nf` "sliig{g-family dwelling on an undersized nonconforming lot: Tlie prop'rtyls 8how�on Assessor s MOO 287,'Parcel 123 addressed'as'8b}#yafinle}Av�n'Cie,lijran�jie MAi iri a Ffeeiderlce F•1"•2or ing' District. 845 P.M. ChriviCo.' ' €' A}ip ! pOd-Q87 CkrisCo.LLP has applied to the Zoning Board ofAppeARA t@ S` p]P i 4-0 rdanpa with•Swfion4„4.4(2)Nbn•cbnforming 5tnicit�i a artid a "' �I Q I�dinps nd Used Qs 6ihlp arTwo ' Family Dwelnngg top ermlCthe'redeveloprhenfsiid site t1An'e of th ;eia ng"®aa and service statWm:The applicant Intends to eomcve fhe 9 ; including the fuel um s and b .and'r�devaliSptfi®'slta P P Ie"e' madef air etirig; convenience store'ihcludutg'coffi9e and°dough'ntit'selea. 8` fire+thrti ptckirip window. The applicant also requested"any other-Special Perm►t lief 'o ngedad`;;;.". ' :. ' "m, i8 shown on Assessor's M 3 I• +•., pupa Map 28,Partial 151 eddresaedi�i5GlYanhgt7gtifcadlf�bgfa 28 Hyannis,MA Iri a"Highway Business Zoning District. W45 P.M. ChrlaCo. f' ChrisCo.LLP has applied tothe Zoning poardof p Appeals ra"NAodtfir�i 'iif5pact8lPermlt Number 1991.7 issued to Mobile OII Corporation to all for the redevelopment and site alteraremodel s of the existintructug gas and"service station Inclu ng the"foot pumps and canopy, remodel existln structure o I 9 t en ergs retell aelea/conve ante etor®including coffee and doughnuts*Me-drive.thnrptck-'up-window,'Neproperty 0 sa+sMap128, Parcel 151 addressed a�•..1.46 iyannough Road/iioute 8, Hyannis,.MA in a Highway g . o" Sur ness Zoning Distract.-. . CFirisCo.LLP has a Iledd the Zani APPra1 2004"088- Pp q:. nQ^ oardofApwp016 pr4Spacial Permit Inaccordanca• .wlthSpctkiyn3•$,8(31;:ConditianalUsei YheHi9hyJay(3u 'qe'spLflstirro't'kopehnitrgialtsalq's including coffpg:t O.dch� hnuka.wify'a d�ve•thru pick-tip v{ndoyy. The property is shown pq a�f Aysegaor's Map18,Parcel tb1 adds ps edas 1561yatin gh'Roatl/Ftcute28,Lanni"s,MA in a Highway Business Zonln er4S,P.M. CIh IsCo.. e ChnsCo. LLP has applied tP;the Zoning Board of e a for barges Coto dll �"nslonac�at ARpi requirements-of Jhe.Zoning Ordinan6es;•specifically;S4etldn 3.3:6tti?"i3ulk flegulatt6ns, lvlinlmum Lot Aree:tvjtrif arum rdnt:Yard Setback;:tutinimut 9ide}1'arYlS ea¢k And.gf_Foot Minimum Front Mardi andscape Setback;$actions a_s,' t:)and Up)Wellireai!prorgc_ tion, Lot Coverage and,-SIte%Cld'e0ng Requirgmahtt,': Action y4-2-.15=191 Land�pe . OPeiimeter Buffer,"and any other dimensional requiremenA s may be needed to permit the proposed redevelopment of the site as per. pinny oubrTjittod,.The:.propgrty tie ahown.on Assessor's Map 328,Parcel 151 addressed as 1.�MA;hno gh Road/Route,?8,Hyanni # in a Hiphway.Buslness:ZontrtQ District .. � ..:. . Th6ae Public Hearings will be held at the.Barnstable Tow Hall,367 Main.S.treet,.Hyannis: OMA,Hearing Room,2nd Floor,Wednesday,June 23,200q, Plans and applications may.be renewed at the Planning Division,Zoning Board ofAppea d Office,l own Offices;200 M%n . r Street,Hyannis,MA. } Parild M.Crieedon itt:ChbIrtnan �, ZoIrrg; gand:of Appeals The Barnstable Patriot t , June 4 and June 11.2004 ' Parcels Within 300' of Map 328 Parcel 151 This list by itself does NOT c0ustitute a certified list of abutters and is Provided only as an aid to the determination of abutters. The requester bf this r list is responsible for ensuring the correct notification of abuttras, Owner and address date taken frnm the Town of Barnstable Assessor's database c on SR3I2004 r, c Mahpar Ownerl c Ovrner2 Address L Address 2 Ci c' t3' State Zap Country � 327156002 i L4SS,CO MONWEALTH OF Cf0 EXECUI1VE OFFICE OP PORTATI IO PARK BOSTON MA 02116 c N& LAZA-SUTfE ONSTRUCTIO 3 70 rn cc 28131 NELSON�CO &�OL INC OIL CO INC NELSON 180 IYANOUGH ANNIS 02601 USA , ROAD — 2813200A BAKER,ROBERT E&WHITE, =12 YARIvi0UT1I MA 673 USA ROBERT E lRTR 281320DB BAKER,RODERT E&WHITE, 62 W YARMOUTH MA 62673 SA RO 3ERT E IR TR T"ILEWOODE ' R _ 2813200C AKER ROBERT£&1ti'I-II'I'E, 62 W YARMOUTH MA 02673 SA OHERT_E 1R TR ANGLEWOpD DR 28i320DD AI.'E1t ROBERT E&WHITE, k4G3:L:F-W:O0:D7j W YARMOUTIIBERT E JR 2$137 JGEMAC INC 1 ANT11S MA_..... .::. . �_ . T _. 02601 USA 28138 GMAC,INC 0i ANbIS 2601 5A YARMOUTH RD x 28142001 ARNSTABLE WATER CO PO BOX 326 HYANNIS A4A D2601 5A z C 28142002 BARLACO INC BARNSTABLE WATER 00 BOX 326 HYANNIS MA 02601 USA 328143 KDRPELA,WRZIAM A& ORPELA,TOM TAIW ESTER I 141YANOUGI3 ANNLS 0260i USA RD 32814d DRPELA,KATRI K 3NEW HAVEN t T01I5 NIILLS 648 1 AVE i I 28145 IKORPEL 4, Ii0W1TATMfI ESTER. I 114 tYANOUGH ANN1S �MA 2601 SA 281d6 YOUNG,RAYMONDH 1 O HOX 1135 OSTON IMA 02103 JUSA 28147 KO IPELA,IVILLIAM A& TORPELA,TOINI TAMfl ESTER 114IYANOUGH HYAI3NI5 MA 02601 USA Monday.May 24,2004 cn Page 1 of 3 Mappar Ownerf oumer2 Address 1 Address Z . city State Zip Country ONE ��� L815400D ARBNL80ND ELTY TRUST OSOX?910 HYANNU 2601 ff35 ECAL,MICHALEL J TR GREENWOOD NOMINi<'E TRUST 34 CIRCUIT AVE ANNIS 02601 n •328156001 �AY, RS c HERE REALTY.TRUST 83 BLANTYRE �Id E c A 02632 USA AVE � r2IIS611N rCy.CONSTANCE n S3 BLAIJTYRE CENTERVILLE MA 02632 USA C VE. 28157 SIGEL,ERIC]TR TRAL EE REALTY TRUST O BOX 504 HYANNIS MA 02601 USA I �' c 8158 G12,ETUC I TR TRALEE REALTY TRUST ? O BOX 504 HYANNIS 1YfA 02601 USA 281 S9 FINKEL,WCHAE1 ,fiKEI,I&CHAEL:@ PAMI LA] 126 CAMP ST JHYANNIS 28160 CICCARELLI,EUGITiE C 58 HATHAWAY OSTERVILLE 2655 USA RD 28162 TRACY,JAY 11 TRS HERE REALTY TRUST 83 BI AN7 YRE CIIN�TERVIT]'E AVE b32 USA 28182 CV,)AY-HTRS %VE%E'MERE REAtTYTRUST A3BL NTYRE VI1,LE A 2 USA VE 28193 MASS,COMMONWEALTH OF C/O EXECU'TYVE OFFICE OF SPORTATI 10 PARK BOSTON MA 021!6 ON& LAZA-SUITE CONSTRUCTIO 17U It %liY ASSOC1140 ARMOlFiTI1tD HYAMZ5 A 0?X01 5A f'f 28200 GAS INC GAS PROPANE LP x P O BOX 748 VALLEY FORGE PA i9482-9908 SA 0 28242 AS INC ANIERIGAS PROPANE LF 0 BOX 798 VALLEY FORGE PA 1 94 8 2-99 0 8 SA 28203 AMER]GAS PROPANE LP O BOX 798 AI EEY FORGE A 19482 9408 SA 28231• 'EL,WRLIAM&LORRAINE FO BOX 1998 MASHPEE MA 0264$ USA 28238 ThIAS CROSSING INC C!O IkMA,LANE MGMTINC 923 ROUTE 6A,� YARMOU1TIPf1RT MA 02675 USA . um Y Mo"ay,Aiay 24,2004 Page 3 oi3 Mapper ,Ownerl 04me;2 Address 1 Address 2 Ci ' tty State Zip Country V28!1!49�A�BWCO�M�,M,�JLTOON,��]B �� �VE#210 1 a - ANDERBILT ORWOOD A 0206� USA _I c, 28149 MACDONALD,DOUGLAS E TRS• D AND S MACDONALD FAMILY TR 1 VdATERSE_ n 7MARSTONS MILLS MA 02648 USA C GE' U 28151 RUMPLER,LEONARD M ETALS TR %CHACR,RUZTENBERG& PARK PROVII?E1�CE RT 029D3 USA � FREEDMAN ROW SUITE 300 c 615201)A DAVIDU %UWML1VEAi1,CHARLES JTREAS 11446(31 1:1,1]51,1 STOUGHTON 02072 oEI2CHARLES 5A n c: 28152008 JIVES,DAVID U c ' IVF-AIJ,CHARI FS J TREAS 146 GOLDEN RD STOUGIT ION MA 02072 USA -t 281520DC S.DAVID U HEELLIVEAD.CHARLES J TREAS 146 GOId1EN RD STOUGHTON 02072 USA 281520DD ES,DAVID U .SBELLWEAU,CHARLES.1 TREAS 146[iOLJ?EM RD STOUGHTON 0- USA t 2813100B IVES,DAVID U _ r0ajjVE"- CHARDS J TREAS 146 GOLDEN,RD STOUGHTON 02072 1ISA 2815NOF TES,DAVID U %BELLAMAU,CHARLES i TREAS 146 GOLDENT RD STOUGHTON 02072 USA 28152t10G ES,DAVID U %BEL IVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON iA 2072 SA 32815200H iYES,DAVID U %OELLIVBAU,CHARLES J TREAS 142 GOLDEN RD TOUGHMN AMA 072 SA -r7 2815200J DAVID D %BELLIVEAU,CHARLES J TREAS I46 GOIOEIJ RD UGHTO N 02072 USA x z 2815200K VES,DAVID U ,68Eu O LLTVEAU,CIIARLES J T12EA5 146 GOLDENRD TOUGHTON [MA 02072 USA 2815200L VES,DAVID U SBELLIEVEAU,CHARLES J TREAS 146 GOLDEN RD STYJUGHTON MA 02072 USA ff2—NljlAl—VM,DAVID U %BELLIVEAU,CH R r Ps J TREAS 146 GOLDEN RD STOUGHTON MA 02072 USA 28152DON ES,DAVID U %BEUIVEAU,CHARLES J TREAS 142 GOLDEN RD STOUGHTON 02072 USA ff328100A AR$ONN�IEON�TR ��LB RREALTY TR O BOX 2910 11YANNIS 02601 USA 2815400B JrRBONE,LEON D TR5���LE�REAL�TYTRuS �BOX 91D FIYANNIS 02601 USA :::71 2815900C ARBONNE,L.EON D TRS FRIPI.E N REALTY TRUST P O BOX Z910 HYANNLS N1A 02601 USA Monday,May 24,2004 rn Page 2 of 3 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 P002 Bk 1981CII Ps934:5 -30240 I N v�C(lCT ? 1! •se Q 50 FS�� J S BWAS .�sa Town of Barnstable Zoning Board of Appeals l Notice Withdrawn.Without Prejudice ChrlsCo Appeal 2004-088-modification of Special Permit Number 1.991-7 Appeal 2004-090-Variances Sections 3-3.6(5);Bulk Regulations,Minimum Lot Area,Front &Side Yard Setback,Front Yard Landscape,3-5.2(7)(C) & ((D);WP,Lot Coverage&Site Clearing,and 4-2.6(2)(B)Landscape Perimeter Buffer Petitioner: ChzisCo.LLP Property Address: 156 Iyannough Road/Ronte 28.Hyannis,MA Assessor's Map/Pwx*1-- Map 328,Parcel 151 zordng: Highway Ousiness Zoning District Relief Requested&Background: The subject property is situated on the northeast comer of Route 28 and Yarmouth Road and is zoned Highway Business and is in a Wellhead Protection Overlay Zoning District. The parcel is a 0,96-acre lot as shown on,Assessor's Map 328 as Parcel 151,addressed 156 Iyannough Road/Route 28,Hyannis,MA. The lot is developed with a 1,388 sq.ft.building built in 1975 and two pump islands capable of 8 fueling positions. The applicant,ChrisCo.LLP,is seeking to redevelop and expand the use of the site. The applicant is proposing to redevelop the existing site,remodel the building,replace the underground fuel tanks and install new service pumps and canopy. The auto service is to be eliminated and the retail convenience use expanded and is to include a coffee and donut shop with it drive up window service. In order to accomplish,the proposed changes and improvement,the applicant has submitted four applications to the Board. They were: • Appeal 2004-087 for a Special Permit in accordance with Section 44.4(2)Non-conforming Structures/Buildings; • Appeal 2004-088 for a Modification of Special Permit Number 1991-7; • Appeal 2004-089 for a Special Permit in accordance with Section 3-3.6(3),Highway Business Conditional Use,and • Appeal 2004-090 that requested Variances to Sections 3-3.6(5);Bulk Regulations,Minimum Lot Area,Front&Side Yard Setback,Front Yard Landscape,3-5.2(7)(C)&((D);WP,Lot Coverage& Site Clearing,and 4-2.6(2)(B)Landscape Perimeter Buffer Procedural.&Hearing Summary: These appeals were filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 20,2004. An Extension of Time for holding the hearing and for the filing of the decision was executed between the applicant and Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MOL Chapter 40A, The hearing was opened June 23,2004;continued to July 21,2004;September 01,2004;and to October 13, 2004 at which time the Board found to grant two Special Permits: one for the expansion of the non- conformity in building and structure as requested in Appeal 2004-87 and another for a conditional use i 1 f 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15oe7710925 NO.243 D003 permit as requested in Appeal 2004-89. Upon the grant of those two appeals,the applicant's representative,Attorney Patrick M.Butler requested that Appeals 2004-88 and 90 be W ith&awn without Prejudice,as they were no longer required. Motion: At the October 13,2004 hearing a motion was duly made and seconded to grant the petitioner's request to withdraw the appeal without prejudice. The vote was as follows: AYE: Richard L.Boy,Ralph Copeland,Jeremy Gilmore,Gail Nightingale,Daniel M. Creedon NAY: None Ordered: Appeals 2004-88 and 90 have been Withdrawn without Prejudice. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this de ' ' . A py of which must be filed in the office of the Town Clerk. 2l. 'Zcl� Dame .Creedon III,Chairman Date Signed X,Linda Hutehezuider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has file office of the Town Clerk. Signed and sealed this y of O awns an nalties of perl�ry. Linda Hutchenrider,Town'C1.&k E i 2 I 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 P004 TOWN OR BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC NEARING 0M. DER'T*ZONING 011DINANCt JUKE Z3,2004 To all persons interested in.Or affected'by'the Zoning BOW4 0f Appeals under Section 11, of Chapter 40A of the General Laws of the Commonwealth of Massachusetts. and all amendments thereto,you are heryby notified that 740 P.M..:. SIr6e{de,. .., Apt Robert M;`S 1blds'fi£d ap'�tit rely liefrriaf'ffnAln >y 'M{3C'Ctt: 1 6 forthe demolition 6f an existing dove s nontonfotming IodPerk�Ed YBHrdid'at�fidw and garage. The property Is located as shown on Assessor's.Map 139,-Par addressed as 110 Crystal Lake Road.OstervUfe.MA in a Residents F•1 Zoning District. Dawri4A< "freg�r li' aMc ahsvi appf+edfote " ft1h, imeWA ' Section 44.3(2)Noncortforrfdng.,0ui4kV#or$lrttctu Used•sA ,,_ and Two�afnlly Residences and findipgs under.MM Chapter'4011r Sutcttop'�16t ths,•demolition and reconstruction of a single-family`dvaellpng bn e:no(t�bnto►ining tot. The property is shown on Assessor's Map 337.Parcel Of 4 addneased'as J0486iie Hill.Road,Bamstable.MA In a Residence F-1 Zoning District. 7i90 P.M. Couture APPoW 200"" Edmond A. Couture has applied for a Special Permit in accordance with Section 4.4.3 Nonconforming Buildings or Structures and findings under M(O,Ch.40A.Section 6 far the demolition and reconstruction of a single family dwelling on a r*00orifofming lot. The property is shown on Assessors Map 287.Parcel015 addressed as 554 Scudder Avenue. Hyannis.MA in a Residence F-1 Zoning District. 8s00 P.M. ' e+bs/Td" A"ea 20M.085 L.ede Bad and Dian Tong,Trustees have app:W'for a Speaol Permit in aobondence with ' Section 4-4.5(2)Nonaonkmilrig Uses.Expansion of a Pre-60sting Noneonforrohg Use to re-establish an accessory residence building. The property is shown oa•Assessor a Map 216. Parcel 038-addressed as 1989 Mein St./Route.6A.West Barnstable.-MA in a Residence F'Zotiirig Dtstrkt: .. ,. . •'•,:.. •. •"•,''A' . 84M P.M. AOped 2004 386 Lents Festinb,TIC has apprted for a V"a6w%t 6 tb Section 3.1.30, Bulk Regulations . minormrri lot'sfte end r h9ifvm W'wltitr«''fa allow 1&04-c0na�of'a sAigle-famMY dweYing on an undersized nonconforyning tot•The property is gown an Assessor a Map 287.Parcel 123 addressed es 80 Hyanhli Aiver44e,Hyannis.MA In a F15y6dertee F•1 Zoning Dlstrtct,' Bald P.M. chrisco. Appee12004497 ChrtsCo.LLP has applied to the Zoning Board ofAppe*fora Sp@ M,1,Perndt In aC*dffirxe with Section 4.4.40 Non-oonformlI g SMicturm and 13u4dirtg9 fit,f Usbd as.S11*.Or TY06 Family Dwellings td'pemdt th'e re leyelopiAdt►f and e(te'altei+tbps of the—a.die . gss and swvios station:The applicant intends to remove thi►3-wr ice ba*end i!it val6p the to kxs xkv the foci pumps anal canopy,remodel+ strucOAre to enlaW''FINW.sake/ convenience store i uding coffee and'doughnut ades WO a d"' pkk-*vWtdow. The applicant also requested'any other Special Permit fewer as needed::' ThIl rty is shown on Assessor's Map 328.Prroel 151 addressed ae 1561yin ough M 'L Hyannis.MA iit a Highway Business Zoning District 8s45 P.M. Cthetece. �P '2fS01.088 ChrisCo.LLP has applied to the zoning Board of Appeals fora Modi(CcatJari ofSpeckl Permit Number 1991.7 issued to Mobile Cd Corporation to allow for the►idevelopment and she alterations of the existing gas and service station including the fuel purkm and canopy, remodel exsting stricture to enlarge retell sales/conNenience stony ift0ludrp coffee and rq douglmutswnhadrNe-MMptakupvdhdow:'1'hepr'opertyloomt mAssesaces Map SM O Puiroal 151 addressed as 15$lyanstouglt Rood/Route 20.Hyannis, MA in a Highway- ePWO BJeiness Zoning District. &45 P.M. ChriC9. A 200�.08sP �y ChrisCo.LLP has applied tg6w ZfAng Sbard of Appeals fors Special Permit in socordence vV wRh Section 3-3.0(3 Conditibf+allJseintf,eHigfrvepfBusinessDlslinc'Ctopermltretadsaies inelud(ng coffee end doughnut .wltb s d►�ve tivu pick-up Ad They is shown ors si.y . AssessorsMap328,Parinel151addNesiedas1561yariftotighflnosd/AtSttts2B;HyanNs.MA4 in a Kghway Business Zoning DistflCt-v - 8v46 P.A. Appeal XW"fi0 ChrisCo. LLP has applied to the Zoning Board of Appeals.for Vwlarteet to &Mwicnal I requirements of the zonlhg"nandes;speoiksIV,Sectlbn 39.6t5)'&&H/gfllatibm. Minimum Lot Area.Minimum Fr d Yard Setback Mir kw1fn SldsYwdS*d=k and 4SFoot Minimum Front Yard i andgcaps Sella ck.Sections 35-Z(7XC)and(G)Werlfte®d Protec- tion. Lot Coverage and Site Cleai%V Requkerasnts, Section 4-2.612)(B); Landscape • , Perimeter Buffer.and any other dimensional requirement as fray be needed to perrdt the , 0 proposed redevelopment of the sits as per piano submitted-The property in-show an 400 Assessor's Map 328,Parcel 151 addressed as 1561yennough RowVRouta 28,Hyerxris.MA ; In a l{ighway Business Zoning District. These Public Hearings will be held at the Barnstable Town Hal,367 Maln Street,Hyannis, O MA,Hearing Room.2nd Floor.Wednesday.June 23.2004. Plans and lusts msY.lta ., . ! reviewed at the Planning Division,Zoning Board of Appeals 0l f1ce.Town s.200 Main Street.Hyannis,MA David M.Crt>redon d.CttaNrttan ZonOV Board of App"lls The Barnstable Patriot cn Parcels Within 300' of Map 328 Parcel 151 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determioation of abutters. The requestor bf this m list is responsible for essuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database m cn on 3n3ag(M Mappar Owoerl Owner2 Address 1 -Address 2 City State Zap Country . m IO EXECUTVE OFFCE BO ONT t r7f%0U MASS,COMMONEALTH O A 2116 — Ln ON& PLAZA-sum —J m CONSTRUCTIO 3170 N —�28131 MMN COAL&OIL CO INC OIL CO INC NELSON 1$0 IYANOUGH [::7 HYANNIS IVIA 02601 USAr, ROAD -- _ En 2613200A AKER,ROBERT E&WHITE, W MA 02673 U 3) 62 YARMOUTH SA ROBERT E JR TR TANGLEWOOD R -- - W YARMOUTI3 n::TUSA c 28132008 AKER,ROBERT E Bc WHTI7c, R013ERT E JR TR TANGLEWOOD —" DR _ W YARMOUTH MA 02673 USA r 2813200C AKER,ROBERT E&WHTI E, �_ t7 OBERT E JR TR TANGLEWOOD DR y 2$132UOD BAKER,R013ERT E&WHITE, 62 W YARMOUTH A 02673 USA ROBERT E JR TANGLEWOOD m DR _ 28137 (31cMAC INC 201 HYANNIS MA 2601 UrSA YARMOU'TH RD _ m 328138 AC.INC 201 XARMOU'3' RD HYANNS MA 2601 USA _ N _ H _ 328142001 BARNSTABLE WATER CO O BOX 326 HYANNIS MA 02601 USA 29142002 BARLACO INC J %BA_RNSTABLE WATER CO BOX 326 HYANiv1J 02601 USA 28143 KORPEI.k WIL LIAM A& KORPEL.A,TOINI TA1MI ESTER 114 IYANOUGH H VANNIS lff7ff USA -� 328I44 ORPELI,ICATRl K 23 NEW KAVEli MARST'ONS MILLS MA OQ648 �^� AVE 328145 KORPELA,TOIN1 TMMI ESTER . 114 IYANOUGH HYANNIS MA 02601 1USA RD --� 323l46 YOUNG,RAYMOND H PO BOX 1135 OSTON A 021 D3 USA 28147 ORPELA,WILLIAM A& ORPELA,TOINI TA1MI ESTER l 14 iYANOUGH HYAtOnS MA 02601�USA � z RD 0 NJ A _ W page 1 of 3 Monday,May 24,2004 m m Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country u\0i 28148 BCD ADCOCK,MILTON M&ANN BF I l NORWOOD MA 102C62 USA —`� VANDERBILT , m VE*210 m (!1 77=7 328149 11.4ACDONALD.DOUGLAS E.TRS D AND S MACDONALD FAMILY TR 91 WATERS MARSTONS MILLS MA 026M USA EDGE _ CD 29151 RUMPLER,LEONARD M ETALS TR 9LCHACE,RUTTENBERG& ONE PARK OYNENCE RI 02903 USA J FR EDMAN E 1tOW SUTPB 300 _ Ln m 3281520DA NS%DAVIDU %BMIIVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON 020T2 USA — 32815200B IVBS,DAVID U ELLIVEAU.CHARLFS J TREAS 146 GOLDEN RD STOUGHTON MAT2-0-ii-- USA � r _ N 281520DC VES,DAVIDU 95BELLIVEAU,CHARLFS J TREAS 146 GOLDEN RD OUGHTON MA 02072 USA 32515200D NES,DAVIDU 948EU.IVFAU,CHARLES l TREAS 146 GOL OUGI � 2 S DL. T — C J 2815200E VES,DAVID U Yecn BELL1V£AU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON MA 02072 _ SA r 328152 ,DAVID gLBE1LNEAU,CHARLES J TREAS I46 GOLDEN RD STOUGHTON MA 02072 USA 00E ES t7 32815200E S,DAVID MJVEAU,CHARLES]TREA3 146 GOLDEN RD STOUEHI`ON MA 02072 USA VE 0 2815200H NES,DAVIDU 96BELLIVEAV,CHARLES J TREAS 14Z GOLDEN RD STOUGH PON MA 02072 USA CD 328152001 1VES,DAVID U %BELLIVEAU,CHARLES 3 TREAS 146 GOLDEN RD TOUGHTON MA 2072 F A m lD I N U1 2815200J rES.DAVIDU ti6BELLIVEAU,CHARLES J TREAS 146 Ii GOLDEN RD STOUGi'ON 02D72 USA 32815200K IVES,DAVID U %,BELLIVEAU,CHARLFS J TREAS STOUGHTON -MA 02072 USA —I 2915200L VES,DAVID U ELLIEVEAU,CHART J TREAS 146 GOLDEN RD STOUGHTON aiM�A 2072 USA I 3Z815200M IVES,DAVIDU 96BELLLVEAU,CHARLES J TREAS l46 GOLDEN RD STOUGHTON 02072- USA 2815200N ES,DAVIDU 76BELLIVEAU,CHARLES J TREAS 142 GOLDEN RD TDUGHTON MA 072 USA 32915400A ARBONNE,LECONN D TRS TRIPLE N REALTY TR O BOX 11,111111.0 JY�,S 02601 USA 328I540013 rARBGNE,LEON D TRS RIPLE N REALTY TRUST O BOX 2910 13YATJNIS 02601 USA 32815400CrARBONNE,LEON D TRS 1PLE N REALTY TRUST P O BOX 2910 HYANNIS 02601 USA } o W Pap 2of3 Monday,May 24,2004 m m 1VMappar Ownerl Owner2 Address l Address 2 city State Zip Country Ul ■ w 2815400D ARBONNE,LEAN D TR TRIPLE N REALTY TRUST O BOX 2910 YANNIS rA 02601 R1 m 29155 FECAL,MICHAEL J TR rR71WOOD NOMINEE TRUST 34 CIRCUIT AVE HYANNIS MA e2601 —.I Ul 328I5600! TRACY.JAY TRS WE'RE HERE REALTY TRUST $3 BIANTYRE ENTERVILLE MA 02632 U5A 8156002 TRACY,CONSTANCE 83 BLANTYRE CENTERVILLE 2632 USA m 3281S7 S1GEL,ER1C J TR rRALEE MALTY TRUST O BOX 504 HYANNIS OQ601 USA 9159 MEL,ERIC J-m IT RALE E REALTY TRUST P O BOX 504 HYANNIS 02601 328159 F7NKEL,MiCHAEL %FINKEL,MICHAEL&PAMF-LA J I26 CAMP IT HYANNIS 1 U A 02b0SA Q0 I- o 26160 CICCARELLI,EUGENE C 58 FIATIiAWAY [DSTERVIIJLE 2655 USA C RD :::t D 28162 TRACY,JAY H TRS WE'RE HERE REALTY TRUST 83 BLANTYRE CENTERVILLE 02632 �SA r AVE nA (� _328182 CY,JAY H TRS WE'RE HERE REALTY TRUST 83 BLANTYRE CENTERVILLE 632 USA ---1 AVE _ Ln 29183 MASS,COMMONWEALTH OF C/O EXECUTIVE OFFICE OF rN& PORTATI 10 PARK BOSTON MA 02I ib ! I CD PLAZA-SUM JRUCTIO 317 r m 3 HAA ,GRA W 40 NNLS MA 02601 USA w26]95 Gi YARMOUTH RDUl 28200 AS INC AMERIGAS PROPANE LP P O BOX 798 VALLEY FORGE PA 19482-9=USA 328202 AS 1NC ERIGAS PROPANE LP P O BOX 798 ALLEY FORGE PA 19482-9908 USA _�J 28203 AMERFGAS PROPANE LP 0 BOX 798 VALLEY FORGE PA 19482-9908 USA 1 329231 KEL,WIL.LIAM&L ORRAINE PO BOX 1998 MASHPEE MA 02649 SA 328238 HRISTMAS CR06SING INC O MiLL LANE MGMT R�1C ROUTE 6A, YARMOUTI(PORT MA 2675 USA UNIT Y Z O w A Monday.May 24,2004 a m m f 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 Pooe t Bk 1.g1Na2 P91 05-06-- 2005 cif 02 a :3Fp G4 Ci T, 21 ¢ 0 JELL TO V.i ii GLERK t _ NA" %6Si Town of Barnstable Zoning Board.of Appeals Decision and Notice Appeal 2004-089•ChrisCo Special Permit Section 3-3.6(3),Highway Business Conditional Use To penWt redevelopment and expansion of an existing gas station suwwary: Granted with Conditions Petitioner: ChrisCo,LLP Property Address: 156 Iyannough Road/Route 28,Hyannis,MA Assessor's Map(Parceh Map 328,Parcel 151 Zoning: Highway Business Zoning District Relief Requested &Background: The subject property is situated on the northeast comer of Route 28 and Yarmouth Road and is zoned Mghway Business and is in a Wellhead Protection Overlay Zoning District_ The parcel is a 0.96-acre lot as shown on Assessor's Map 328 as Parcel 151,addressed 156 Iyannough Road/Route 28,Hyannis,MA. The lot is developed with a 1,388 sq.ft.building built in 1975 and two pump islands capable of 8 fueling positions. The applicant,ChrisCo.LLP,is seeking to redevelop and expand the use of the site. The site has the benefit of Special Permit Number 1991-7 issued for the development of the overhead gas canopy structure and allowing 630 sq,.ft.of the building to be used for retail sales. The remainder of the building consists of two auto service bays. According to the files use of the site as a gas service station dates back to 1953 and the location of the pumps were established in 1983. The applicant is proposing to redevelop the existing site,remodel the building,replace the underground fuel tanks and install new service pumps and canopy. The auto service is to be eliminated and the retail convenience use expanded and is to include a coffee and donut shop with a drive-up window service. In order to accomplish the proposed changes and improvement,the applicant has submitted four applications to the Board. They were: • Appeal 2004-087 for a Special Permit in accordance with Section 4-4.4(2)Non-conforming. l Structures/Buildings i • Appeal 2004-088 for a Modification of Special Permit Number 1991-7, • Appeal 2004-089 for a Special Permit in accordance with Section 3-3.6(3),Highway Business Conditional Use,and • Appeal 2004-090 that requested Variances to Sections 3-3.6(5);Bulk Regulations,Minimum Lot Area,Front&Side Yard Setback,Front Yard Landscape,3-5.2(7)(C)&((D);WP,Lot Coverage &Site Cleating,and 4-2.6(2)(B)Landscape Perimeter Buffer Procedural &Hearing Summary: ' This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 20,2004. An Extension of Time for holding the hearing and for filing of the decision was executed between the applicant and Board Chairman. A public hearing before the Zoning Board of Appeals was jduly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was 05/16/2005 09:50 LISA & SOUSA, LTD. 15087710925 NO.243 D009 opened June 23,2004;continued to July 21,2004;September 01,2004;and to October 13,2004 at which time the Board found to grant the appeal. Board Members deciding this appeal were,Richard L. Boy,Ralph Copeland,Jeremy Gilmore,Gail Nightingale,and Chairman Daniel M.Creedon III, Attorney Patrick M.Butler represented the applicant before the Board.Also present were Christy Mihos, Rick.Bryant,and Dave Albrecht. Testimony was taken on this appeal at the hearings of September 01, 2004 and October 13,2004. Plans for the proposal were reviewed and modified to reduce traffic impacts and to address concerns for the drive-thru car stacking area. W.Butler reviewed the locus and existing condition noting that the property is a pre-existing non- conforming use and building in that through subsequent zoning amendments certain non-conformities have been established with respect to the building setbacks and the use of the property, He submitted extensive information on the proposed changes to the site to document the reduction in the gas and service station use and the proposed redevelopment of the site into more conformity with the zoning requirements of today. Mr.Rick Bryant of Rizzo Associates addressed traffic concerns and the proposed plans for roadway improvements in the area. Public comment was requested and no one spoke in favor or in opposition to the request. The Chairman Noted that several letters of support have been submitted to the file. They are from: Rick Sigel of Highway Pegs,business and property owner located across from the proposed site;Town Councilor, Gary R.Brown,President;and Cynthia Cole,Executive Director of Hyannis Main Street Business Improvement District. At the October 13,2004 hearing the Mr.Butler discussed the changes that had been made to the plan. The Board and Mr.Butler agreed that the proposal before the Board can be permitted with the grant of two Special Permits,one for the expansion of the non-conformity in building and structure as requested in Appeal 2004-87 and another for a conditional use permit as requested in Appeal 2004-89. Findings of Fact: At the hearing of October 13,2004,the Board unanimously made the following findings of fact: 1. ChrisCo,LLP(the"Applicant")has applied for special permit relief pursuant to section 4-4.4(2), Nonconforming Building/Structure not used as a single or two-family dwelling to allow for the redevelopment of an existing gas,convenience store and car service station(Appeal No. 2004-87). j In addition,the Applicant has also submitted a special permit petition pursuant to section 3-3.6(3), Conditional Use in the Highway Business District(Appeal No.2004-89). 2. The roe is commonly addressed 156 Iyannough Road(Route 28)in Hyannis. The property is � property nY Y I shown on Town of Barnstable Assessor's Map 328 as Lot 151. The property consists of 39,183 i square feet and is located in the Highway Business zoning district and the Wellhead Protection ("WP")Groundwater Overlay District. 3. The property is owned by the Leonard M.Rumpler Revocable Trust, The Applicant has submitted a correspondence to the Board dated July 21,2004 signed by Robert Berkelhammer and Bruce R. Ruttenberg,Trustees of the Leonard M.Rumpler Revocable Trust indicating the Applicant has entered into an agreement to purchase the subject property. In addition,the correspondence serves as 1 III 2 i 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 D010 ' I authorization allowing the Applicant to proceed with the above referenced petitions before this Board and therefore has standing to seek the special permits. 4_ As presently configured,the property contains an approximately 1,200 square foot structure housing a gasoline service station,a car-service bay and approximately 630 square feet of retail sales of convenience store type products. In addition,the property currently contains 4 fueling stations covered with an overhead,flat canopy which consists of approximately 1,767 square feet,and three curb cuts into the site. 5. The existing site,located in the WP district and in close proximity to several public drinking water wells,contains two(2) 10,000 gallon underground fiberglass gasoline tanks and one(1) 12,000 gallon underground fiberglass gasoline tank. In addition,the site also contains a 1,000 gallon waste oil tank and a 1,000 gallon beating oil tank. Accordingly the site is grand-fathered for a total of 34,000 gallons of hazardous materials in underground tanks_ 6. The existing structures(gas station and canopy)are pre-existing,non-conforming structures. In addition,the existing uses(gasoline sales,including underground tanks,convenience store and car servicing)are pre-existing,non-conforming uses which are legally grand-fathered. 7. There is an existing zoning decision, special permit No. 1991-07,granted to the subject property which allowed for site improvements in 1991. That decision further confirms that the gas station use on this property dates back to approximately 1953. 8. The Applicant is proposing to redevelop the existing property as follows: a. Renovating and remodeling the existing structure by transforming it into a more traditionally styled structure. Proposed changes include adding siding to the store,creating a peaked roof, adding a dormer over the proposed front entrance,as well as a cupola. b. Remodeling the interior of the proposed structure to accommodate a takeout only Dunkin Donuts coffee counter,as well as a reduced sized Christy's Convenience Store. The Applicant has clarified that there will be no seating provided within the redesigned structure and all of the bathrooms.will be limited to employee use only. a Construction of a drive-thru coffee/donut pickup lane and window located behind the existing building and to the north of the subject property. d. Demolish the existing fuel canopy and reconstruct a new canopy reoriented on the property. The new canopy will be at!improvement by approximately 5.5 feet above and beyond the current canopy set back distance. The proposed canopy will represent a reduction from the existing canopy of 487 feet. The proposed canopy will also be designed with a peaked roof l which,at its peak, will measure 17' 6"in height. f le. The redeveloped site includes reconfiguring and reducing the number of fueling stations to only three and the installation of a new state of the art fire suppression system 9. In terras of hazardous materials in the WP District,the Applicant will be removing all of the existing underground gasoline and oil tanks and installing only two(2) 10,000 gallon double walled gasoline underground tanks for a total gallonage of 20,000 gallons of underground gasoline. This represents a reduction of approximately 14,000 gallons of hazardous materials stored in underground tanks on the 3 r 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 9011 I Property. In addition,the Applicant will be converting the existing structure from heating oil to natural gas,thereby further reducing the amount of hazardous materials associated with the site. Lastly,the existing car service bay will be eliminated entirely from the proposal to allow for the redesign of the interior of the proposed store. 10. As described in the materials submitted by the Applicant to the Board as well as the traffic memorandum prepared by Rizzo Associates dated July 15,2004,the Applicant is also proposing to change the curb cut configurations on the subject property. The Applicant has also agreed to provide all curb-cuts on Route 28 as right-in and right-out only. 11. As shown on the proposed site plans,the Massachusetts Highway Department(MHD)is proposing to widen Route 28 in front of the property and will be taking by eminent domain a portion of the subject property. The proposed redevelopment plan has been provided to MHD to review,and MHD has no objections to the relocation and narrowing of the Route 28 curb cuts. 12. At the Board's request,the Applicant relocated the proposed Dunkin Donuts order window closer to the drive-thru pick-up window. This will assist in reducing the queuing to the pick-up window by bringing the cars from the outset closer to the building(arid away from the road). 13_ The Applicant is proposing to substantially improve the aesthetics of the property by adding significant amounts of new vegetation including bushes and trees to improve the visual aesthetics of the site. 14. The Applicant obtained site plan review approval from the Barnstable Site Plata Review Committee on July 21,2004 for this redevelopment proposal. The latest Plans have also been submitted to the Building ConuiDissioner and he has found that the changes did not need a full site plan review and has approved those latest revised plans as per his Memorandum to the Board dated October 13,2004. 15. The redeveloped site will result in substantial benefits to the Town of Barnstable,including a significant reduction in the amount of hazardous materials stored in underground tanks in close proximity to public wells,improved aesthetics,a reduction,of the number of fueling positions on the site,a reduction in the size of the canopy on the site,elimination of a non-conforming car servicing use on the site,and improved internal traffic circulation patterns within the subject property. 16. The special permit applications(Appeal Nos.2004-87 and 2004-89)fall within a category specifically permitted in the Zoning Ordinances for a grant of a special permit. 17. After evaluation of all of the evidence presented,the proposed redevelopment project fulfills the spirit and intent of the Zoning Ordinances and would not represent a substantial detriment to the public good or neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant a Special Permit in accordance with Section 3-3.6(3),Highway Business Conditional Use as being requested in Appeal 2004-089 subject to the following conditions: f I. The site shall be developed in accordance with the plans submitted entitled"Christy's of Hyannis, MA"as drawn by Rizzo Associates dated 04/15/04 with a last revision date of 10/01/04,consisting of nine sheets titled: Cover Sheet,Existing Conditions Plain, Site Layout and Materials Plan,Grading 4 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 D012 r and Drainage Plan,Landscape Plan,Construction Details and Legend,Construction Details, Proposed Floor Plan,and Building Elevations. Except that the plans shall be modified as follows: • The curb-cut on to Route 29 farthest from Yarmouth Road shall be reconfigured to provide for right-in and right-out only. • The applicant shall petition to Mass Highway to extend the proposed center median on Route 28 southeasterly to the end of the applicant's property to prevent left turning movements onto Route 28. • A"Caution-Crossing Traffic"sign shall be posted on the inside of the right turn lane into the property from the'Yarmouth Road curb-cut to alert motorist to the Criss-crossing traffic movements in that location. • All curb-cuts shall be required to conform to all standards and conditions unposed by Mass Highway. 2. Use of the site is limited to that of the existing non-conformixig gas service,a retail store not to exceed 1,341 sq.ft.in gross area,including the coffee shop and a drive-up pick-up window. 3. The number of fueling positions(total number of cars that can be fueling at any one time)shall be reduced to no more than 6. 4. The retail area of 1,341 sq.ft. in gross area shall not include customer seating. 5. The site shall be developed and buildings built consistent with all applicable Health,Building and Fire codes. All signage shall conform to the sign regulation without varaince from this board. 6. One drive-up window shall be permitted only to be used be in connection with the coffee shop. 7. All fuel deliveries shall be trade during hours of off-peals traffic. That is no fuel deliveries from 7:00 AM to 9:00 AM and from 3:00 PM to 6:00PM weekdays. 8. The gas station,retail store,and coffee shop shall be required to close between the hours of 1:00 A.M. to 4:00 A.M every day. 9_ There shall not be any accessory auto inspection and no accessory auto repairs at this site or accessory to this station,nor shall any auto sales or leasing occur. The vote was as follows: AYE: Richard L.Boy,Ralph Copeland,Jeremy Gilmore,Gail Nightingale,Daniel M. Creedon MAY: None Ordered: Special Permit 2004-87 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20)days after the date of the filing of this decision. ,A,copy of which must be filed in the office of the Town Clerk- 5 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 D013 f 4a�niel M. Cre dons 111,Chairman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County.Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been f the office of the Town Clerk. Signed and sealed this y of o `/ un elpains d penalties of pgjuay. Linda Hutchenrider,Town Clerk i i 6 i f 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 9014 i i TOWN OF BARN$TABLE ZONING BOARD.OF OPEAL-S NOTICE OF PUBUC WEARING UMiIM T 1E ZONING OROINANC>� JUNE 23.2004 To all persons interested in.or affected'by'the Zoning Board6f Appeals under Section 1I- of Chapter.40A of the General Laws of the Comrrwraeakh of Massachusetts and all amendments thereto you are hereby notified"L 79M PAL. 8hiarda. Robert(vt:`SAtt;kls Pi"applletl fbf'3 "f�e?ri�l Krid&i���' ti'sY?51�iiCKI�+6 forthe demolition of an exlstiag dwsURig Orr a nonoonfvrrni+hg Ibt snit#O}NtiL>1e ri�hnr and garage. The property is located as.shown on Aese s.Wep 139,-Parcdt D29 addressed as 110 Crystal Lake Road,Ostervllle,MA in a Residence F-1 Zoning pis&iet. DaViQ/K.Paerel�r�tir'lid•L`ynttAa�f,�ih'�iifetiedi►�'eAfae ih' 'vVMh .Section 4A.3(2)Non-conforming,Burildinge-or$truOures U"4 ea and Twit-Family Residences and findings'under MGL Chhapter 40A'. Section 8 fo> *,a:demolition and reconstruction of a singe-family`dwwelkri9'on a'norh•c6nfofirnft,lot. The pioperty is shown on Assessor's Map 337,Parcel 014 addieAsed'as 304 Bone Hln Road,Barnstable,MA in a Residence F-1 Zoning District. 700 P.M. Couture Appeal 2004oe4 Edmond A.Couture has applied for a Special Permit In accordance with Section 4-4.3 Nonconforming Buildings or Structures and findings under MGLCh.40A,Section 6-for the demolition and reconstruction of a single family dwelling on a norroonfertning W. The property is shown on Assessors Map 287,Parcel 015 addressed as 554 Scudder Avenue, Hyannis,MA in a Residence F-1 Zoning District, 8h00'P.M: Elba/Torg AI►Md Z004 08s Leda Boo end Dien Tong,Tnrsteft have applied for a Spe'cw Par"in ao'c rdance with ' Section 4-4.5(2)Nonconforming Uses.EVansfon of a Pre-@xWirg Nonoonfom*Vt)se to re-establish an Accessory residence building. The properly in shown on Assessors Map 216, Parcel 038•addressed as 19M Main St./finite GA.West'Bamstabls,-MA in a v Resederde F Zoliing District- SeSO P.M. Appeal.2004.088 Lents Festine, LLIC hie'applied fore V�riaticif to skson 34.3(5y Bulk Regulation . mii*num lot saie and m4iilihum tbt'Wdlg4'tb'a'ft*'fi7e•'th8 conaW0014n'of a ainple•farthfty dwelikhg on an undersized nwncoMorrnlrig!bt•'The property is shown on Assessoro Map 287,Parcel 123 addressed as 80 Ftyannis A1+enus,f offs.MA kr s Residernce F•1 Zoning District, 8s45 PAL Chriacp. Appeal 200441187 ChrisCo.LLP has applied to the Zoning Board otAppeals for a Spa ei Permit in accordance with Suction 4-4.4(2)Non-conformbnq SkUctues and B&MV9 no�`U$Gdas.$ingte grtwo Family Dwellings to permit the radevelopmentand 40 aterations 0the ex Beth*gas'and sarvice station;,The applicant intennds fen it ri►bv+a thib 3• tip arty'"axe including the fuel pumps and canopy,rerriod6i eshiatlrip sbudide 4nlarpa convenience store including coffee and doughnut'seles VAkh lei dr+veliift piciciip The applicant also requested*any other Special Permit relief as tnaedeQ-'• is shown on Assessors Map 328.Paroel 1 S 1 sddresss,d ae 1 s6" .' 2q.1 Hyannis.MA V a Highway Business Zoning District. 8t45 P.M. Club. Appeo 26044NN ChrisCo.LLP has applied to the Zoning Board of Appeals fore k4b6bixict slei Permitt Number 1991-7 issued to Motile ON Corporation to allow for the redlQV0110�and site alterations of the existing gas and service station including the kW puethps and canopy remodel existing structure to enlarge retail seles/oonveraence store 6dudii ng coffee end �y O dPoaj►r�ceIml u ithdhru dpw1nddw.,ThepropertylsstwwnonAsmsoesMap32 . 1swade as lyarmough Road/Route 28, Hyannis, MA in a Highway- e Business Zoning District. , 6:45 P.M. ChrWo. Aoml 20044 M ChrisCo.LLP has applied tothe ZbMv$bard ofAppeelafora� In aWArdenre. with Section 3-3.6(33,Conditional Use Qfm HigthweyBusMees to permit r snap salEs V incuding coffee bnd.doiighnuW wrtW a d&,wthru pick-W The property is shown on •real Assessor's Map 328,Parcel 151 addresaedas 1551yabttougiL F6 /ffouts20,Hyenrdk•MA 11100"! in a Highway Business Zoning District.' $45 P.M. ' Chdace. Appeal 200 ' 90 ' ChrisCo.LLP has applied to the Zoning Board of Appeals for Variances to dlma w&W requirements of tha•Zoning Ordinances,apacificalV Section 3.9,6W*Bhllt f 4itattbns, Minimum Lot Area.Minimum From Yard Setback lvtw*r ennh Side'YardSetback and 45,Foot Minimum Front Yard Landscape Setback,Sections 3-5,2(7XC)ernd((D)WeUhead Protse- tion, Lot Coverage end Sjw Clawing Requkemente, SecWn 4.2.6(2=; tsrdscape - Perimeter Buffer,and any other dimensional requirement as may be needed to panNt the • , Q proposed redevelopment of the site as per plans submitted.The poor Is shows on on Assessor's Map 32B,Parcel 151 addressed as 156 iylinnough Road/Rout .29,liyanrtia,MA ' in a Highway Businees Zoning District: Q These Public Hearings will be held at the.Barnstable Town Hell,367 Main Street,Hysrhnis, O MA,Hearing Room,2nd Floor.Wednesday,June 23,2004, Plans and apple ations maybe ; l t reviewed at the Planning Division,Zoning Board of Appeals Office,Town Offices,'200 Mein 1aa1 Street,Hyannis,MA. i Daniel M.Cnsedon 1111.•Chairman I ZonkV Booed of Appeals , The Barnstable Patriot , cn Parcels Within 300' of Map 328 Parcel 151 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abuttem The requestor of this . � he Town of Barnstable Assessor's database list is responsible for ensuring the correct notification of abutters, Owner and address data taken from t m cn oa 5/Z3/a004 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country m MA 2116 T 327156002 S,COMMONWEALTH OF CIO EXECUTIVE OFFICE OF TRAPCSPORTATI 10 PARK TON cn ON& PLAZA-SWE m Or MUCTIO 3170 28131 COAL&OIL 00 INC OIL Co INC NELSON iiiUA ANOUGH HYANNIS MA 02601 USA � r rol 3200A AKER,ROBERT E&WHITE, 62 W YARMOUTH MA 02673 USA D ROBERT E JR TR TANGLE WOOD 20 DR _ W YARMOUTII MA 02673 USA C 32813206E AKER,ROBERT E&WH1TE, 62 07 ROBERT E JRTR AAlGL6WDR 00D D 328t3200C Cb"R,ROBERT E&WHITE. 62 W YARMOUTii MA 2673 USA r ROBERT E JR TR pNC3LEW00D DR J- 62 W YARMOUTH MA 02673 USA 32813200D AKER,ROBERT E&WHITE, } Ln Ln OBERT E 3R ANC3LEWOOD J G) DR _ -3 MA 02601 USA 321i137 GEMAC INC 01 YARMO RD i[HYANNIS —� 0 UTH _ 28138 GMAG,MC01 ANNS MA 02601 USA Ln YARMOUTH RD _ 28142001 JUARNSTABLEWATERCO 36 =YAM11 601 USA E=�= P OO r 9142002 BARLACO INC tlARNSTABLE WATERC0 P USA 1BOX326 HYATIMS MA 026p1 ri. 143 KORPELA,WII.LIAMA&. KORPEI.A,TORA TATAMESTER 1141YANOUGN YANNIS MA 2601 RD 2 9144 KORPELA,KATR1 K NEW HAVEN MARSTONS MILLS MA 2648 . AVE --- -------111 328145 ORPELA,TOiM TAIMi ESTER 11141YANOUGH 11YANNIS MA 02601 USA RD 328146 YpUNG,RAYMOND H BOX 1 l35 OSTON MA 02103 USA 28147 KORPELA,WILLIAM A& KORPELA,TO1NI TA1M1 ESTER 1141YAAIOUGH HYANNiS MA 026flt USA Z O N A W page I of 3 Monday,May 24,2004 m 0 Mappar Ownerl Owner Address 1. Address 2 City State Zip Country m cn 2814H ABCOCK,MiLTON M 11 AM 11 11 - ORWOOD MA 2062 USA m VANDERBILT m AVEN210 _ 0 r8�rACDCINALD,DOUGLAS E TRS D AND S MACDONAI.D FAMILY TR 1 WATERS MARSTONS MILLS A 02648 U$A� EDGE _ 328151 RUMPLER,LEONARD M ETALS TR %CHACE,RUTTENBERG& ONE PARK PROVIDENCE 02903 USA FREEDMANOW SUITE 300 2815200A ,DAVID U ELLIVELn AU,CHARLES J TREAS 146 GOLDEN RD STOUGffWN MA 2072 USA �i m 32815200B 1VES,DAVID U SioBELLIVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON MA 42072 USA — _ r "121 1VES,DAVID U %BELLiVEAU,CFIARLPS J TREAS 146 GOLDEN RD STOUGHTON MA 02072 USA W D _ 90 cn 2815200D IVES,DAVID U %BELLWEAU,CHARLES J TREAS 146 GOLDEN RD S POUGHTON 02472 USA 0 o Ln MA 02072 USA - 33813200E JIVES,DAVID U ELLIVEAU,CHARLES JTREAS 146 GOLDEN RD STOUGHTON D 28i3200F ,DAVID U S6BEI.LIVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON MA 02072 USA t7 32815204E IVES,DAVID U 3LBF.I idVFAU,CHARLES J TREAS 146 GOLDIN RD rUGHTON MA 2072 SA^� y Ln 32815240H ES,DAVID U ELLIVEAU,CHARLES J TREAS 142 GOLDEN RD STOUGHTON MA 02072 USAOD 28152001 IVES,DAVID U •ABELLIVEAU,GHARLES I TREAS 146 GOLDEN RD TOUGHTON :"012 USA 32$1320DJ DAV U i6BE1LiYEAU,CHARLES J TREAS 146 GOLDEN RD rSTOUGHTON[D MA 02072 USA ---�� 32915200K IVES,DAVID U ELLIVEAU.CHARLES J TREAS 146 GOLDEN RD STOUGHTOTI MA 0207Z U5A _� 2815200E YES,DAVID U '�6BELLIEVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON ]tT2072 USA STOUGHTON ,�A 02072 USA 32915200M iVES,DAVID U P%�B�E�LLIVEAU,CHARLES J TREAS 146 GOLDEN RD — 2815200N iVI;S,DAVID U ELLIVEAU,CHARLES J TREAS 142 GOLDEN RD STOUGHTON MA 02072 V USA 29154WA rARBOMF,LEON D TRS TRIPLE N REALTY TR P O BOX 2914 HYANMS �MA 02601 USA } 29154WB ARBONE,LEON D TRS TRIPLE N REALTY TRUST P O BOX 2910 HYANNIS MA 2601 USA ---r�ANNIS —MA 2601 USA z 32815400C ARBONNE,l P.ON D TRS rRTPLE N REALTY TRUST P O BOX 2914 o — fJ A W Pa$c 2 of 3 Monday,May 24,2004 m Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country _ m 2815400D ARBONNE,LEON D TR TRIPLE N REALTY TRUST P O BOX 2910 HYANNIS rA 02601 �1 HYANKIS MA 02601 _ 1 m 328155 BECAL,MICHAELJ TR GRNWOOD NOMINEE TRUST 4 CIRCUIT AVE J m cn 2B156001 ITRACY,!AY TRS WERE HERE REALTY TRUST 83 BLANTYRE CENTERVILLE :::ff6:3i::_ USA —� AVE �USA 02632156602 CY,CONSTANCE 83BLAN TM C[T]TERVILLELn _ _ m -..F - - - 328157 SiGEL,ERIC J TR �RALEE REALTY TRUST P O BOX 504 HYANNIS MA 02601 USA —I 2813E SIGEL,ERfC J TR 1RALEE REALTY TRUST P O BOX 504 HYANNIS MA 02601 USA r _ _ 3) D 28159 Ff7VKEL,MICHAEL 9oFINKEI MICHAEL&PAMELA J 126 CAMP ST YANNIS MA 02601 USA 90 T�RVILLE A 02635 USA 0 a6160 CICCARELLI,EUGENE C 58 HAT1iAWAY C RD — N D CENTERVILLE MA 2632 USA �� 32$162 CY,JAY H TRS WERE HERE REALTY TRUST A l�I.ANTYRE — _ r CENTERVILLE A 02632 —USA I d 328182 RACY,JAY H TRS WE'RE fiERE REALTY TRUST 8;BLANTYRE 28183 S,COMMONWEALTH OF CIO EXECUTIVE OFFICE OF TRANSPORTATI i0 PARK BOSTON 02116 Ln m N PLAZA-SUPI E m CONSTRUCTIO 170 �7 N � 1LSON,H *MY BLDG ASSOC 140 HYANNIS MA 02601 USA I w 328193 AZARD,GERAID W YARMOUTH RD - - [Nj 328200 GAS INC R1GAS PROPANE LP DR 798 VALLEY FORGE - PA 19482-9908 USA 28202 GAS TNC AMERIGAS PROPANE LP O BOX 798 VALLEY FORGE PA 19482-9908 USA _ ---�_�1 }yg20} ERIGAS PROPANE LP P O BOX 798 VALLEY FORGE PA I9482-9909 USA PO BOX 1998 ASHPEE MA 02649 USA l r11211 IFINKEL,WILLIAM dt LORRAINE _ 2823E LSTMAS CROSSING INC C/O MILL LANE MGMT INC ROUTE 6A, YARMOUI HPORT MA 02675 USA UNIT Y - Z T- 0 N , Page 3 of 3 W Monday,May 24,2004 m 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 9018 94OrT ? I �Jl9: 49 OWN CLERK Llriiai •.s lre�'LL w�■. ►ha� , Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2004-087-ChrisCo Special permit Section 4-4.4(2)Non-conforming Structurea/Buildings To permit redevelopment and expansion of an existing gas station Summary- Granted with Conditions Petitioner. 011isco.I.LP Property Address: 156 Iyannough Road/Route 28,Hyannis,MA Assessor's Map/Parcd; Map 328.Parcel 151 Zoning: highway Business Zoning District Relief Requested&Background; The subject property is situated on the northeast corner of Route 28 and Yarmouth Road and is zoned Highway Business and is in a Wellhead Protection Overlay Zoning Distract. The parcel is a 0.96-acre lot as shown on.Assessor's Map 328 as Parcel 151,addressed 156 Tyannough Road/Route 28,Hyannis,MA. The lot is developed with a 1,388 sq.ft.building built in 1975 and two pump islands capable of 8 fueling positions. The applicant,ChrisCo.LLP,is seeking to redevelop and expand the use of the site. The site has the benefit of Special Permit Number 1991-7 issued for the development of the overhead gas canopy structure and allowing 630 sq.fL of the building to be used for retail sales. The remainder of the building consists of two auto service bays. According to the files,use of the site as a gas service station dates to 1953 and the location of the pumps was established in 1983, The applicant is proposing to redevelop the existing site,remodel the building,replace the underground fuel tanks,and install new service pumps and canopy. The auto service is to be eliminated and the retail convenience use expanded to include a coffee and donut shop with a drive-up window service. In order to accomplish the proposed changes and improvement,the applicant has submitted four applications to the Board. They were: • Appeal 2004-087 for a Special Permit in accordance with Section 44.4(2)Non-conforming Structures/Buildings; • Appeal 2004.088 for a Modification of Special Permit Number 1991-7; • Appeal 2004-099 for a Special Permit in accordance with Section 3-3.6(3),Highway Business Conditional Use,and • Appeal 2004-090 that requested Variances to Sections 3-3.6(5);Bulk Regulations,Minimum Lot Area,Front&Side Yard Setback,Front Yard Landscape,3-5.2(7)(C)&((D);WP,Lot Coverage &Site Clearing,and 4-2.6(2)(B)Landscape Perimeter Buffer Procedural&Hearing Summary; ;I This appeal was filed at the Town Cleric's Office and at the Office of the Zoning Board of Appeals on May 20,2004, An Extension of Time for holding the hearing and for filing of the decision was executed between the applicant and Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was i opened Juice 23,2004;continued to July 21,2004;September 01,2004; and to October 13,2004;at i 05/16/2005 09:50 LISA & SOUSA, LTD. 15087710925 NO.243 D019 which time the Board found to grant the appeal. Board Members deciding this appeal were,Richard L. Boy,Ralph Copeland,Jeremy Gilmore,Gail Nightingale,and Chairman Daniel M. Creedon III. Attorney Patrick X Butler represented the applicant before the Board.Also present were Christy Mibos, Rick Bryant, and Dave Albrecht. Testimony was taken on this appeal at the hearings of September 01, 2004 and October 13,2004. Plazas for the proposal were reviewed and modified to reduce traffic impacts and to address concerns for the drive-thru car stacking area. Mx.Butler reviewed the locus and existing conditions noting that the property is a pre-existing non- conforming use and non-conforming building in that through subsequent zoning amendments certain non- conformities have been establish with respect to the use of the property and the building setbacks. Mr. Butler submitted extensive information on the proposed changes to the site to document the reduction in the gas and service station use and the proposed redevelopment of the site into more conformity with the zoning requirements of today. Mr.Rick Bryant,P.E.of Rizzo Associates addressed traffic concerns and the proposed plans for roadway improvements in the area. Public comment was requested and no one spoke in favor or in opposition to the request. The Chairman Noted that several letters of support have been submitted to the We. They are from: Rick Sigel of Highway Pegs,business and property owner located across from the proposed site;Town Councilor, Gary R.Brown,President;and Cynthia Cole,Executive Director of Hyannis Main Street Business Improvement District. At the October 13,2004 hearing Mr.Butler discussed the changes that had been made to the plan. The Board and Mr.Butler agreed that the proposal before the Board can be permitted with the grant of two Special permits: one for the expansion of the non-conforming building and structure as requested in Appeal 2004-87;and another for a conditional use permit as requested in Appeal 2004-89. Findings of Fact: At the hearing of October 13,2004,the Board unanimously made the following findings of fact: 1. ChrisCo,LLP(the"Applicant")has applied for special permit relief pursuant to section 4-4.4(2), Nonconforming Building/Structure not used as a single or two-family dwelling to allow for the redevelopment of an existing gas,convenience store and car service station(Appeal No.2004-87). In addition,the Applicant has also submitted a special permit petition pursuant to section 3-3.6(3), Conditional Use in the Highway Business District(Appeal No.2004-89). 2. The property is commonly addressed 156 Iyannough Road(Route 28)in Hyannis. The property is shown on Town of Barnstable Assessor's Map 328 as Lot 151. The property consists of 39,183 square feet and is located in the Highway Business zoning district and the Wellhead Protection ("WP')Groundwater Overlay District. 3. The property is owned by the Leonard M.Rumpler Revocable Trust. The Applicant has submitted a correspondence to the Board dated July 21,2004 signed by Robert Berkelhammer and Bruce R. Ruttenberg,Trustees of the Leonard M.Rumpler Revocable Trust indicating the Applicant has entered into an agreenmeut to purchase the subject property. In addition,the correspondence serves as authorization allowing the Applicant to proceed with the above referenced petitions before this Board and therefore has standing to seek the special permits. 2 1 f 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 9020 i 4. As presently configured,the property contains an approximately 1,200 square foot structure housing a gasoline service station,a car-service bay and approximately 630 square feet of retail sales of convenience store type products. In addition,the property currently contains 4 fueling stations covered with an overhead,flat canopy which consists of approximately 1,767 square feet,and three curb cuts into the site. 5. The existing site.located in the WP district and in close proximity to several public drinking water wells,contains two(2) 10,000 gallon underground fiberglass gasoline tanks and one(1) 12,000 gallon underground fiberglass gasoline tank. In addition,the site also contains a 1,000 gallon waste oil tank and a 1,000 gallon heating oil tank. Accordingly the site is grand-fathered for a total of 34,000 gallons of hazardous materials in underground tanks. 6. The existing structures(gas station and canopy)are pie-existing,non-conforming structures. In addition,the existing uses(gasoline sales,including underground tanks,convenience store and car servicing)are pre-existing,non-conforming uses which are legally grand-fathered. 7. There is an existing zoning decision,special permit No. 1991-07,granted to the subject property which allowed for site improvements in 1991. That decision further confirms that the gas station use on this property dates back to approximately 1953. 8. The Applicant is proposing to redevelop the existing property as follows: a. Renovating and remodeling the existing structure by transforming it into a more traditionally styled structure. Proposed changes include adding siding to the store,creating a peaked roof, adding a dormer over the proposed front entrance,as well as a cupola. b. Remodeling the interior of the proposed structure to accommodate a takeout only Dunkin Donuts coffee counter,as well as a reduced sized Christy's Convenience Store. The Applicant has clarified that there will be no seating provided within the redesigned structure and all of the bathrooms will be limited to employee use only. c. Construction of a drive-thru coffee/donut pickup lane and window located behind the existing building and to the north of the subject property. d. Demolish the existing fuel canopy and reconstruct a new canopy reoriented on the property. The new canopy will be an improvement by approximately 5.5 feet above and beyond the current canopy set back distance. The proposed canopy will represent a reduction from the existing canopy of 487 feet. The proposed canopy will also be designed with a peaked roof which,at its peaks,will measure 17' 6"in height. e. The redeveloped site includes reconfiguring and reducing the number of fueling stations to only three and the installation of a new state of the art fire suppression system. 9. In terms of hazardous materials in the WP District,the Applicant will be.removing all of the existing i underground gasoline and oil tanks and installing only two(2) 10,000 gallon double walled gasoline j underground tanks for a total gallonage of 20,000 gallons of underground gasoline. This represents a reduction of approximately 14,000 gallons of hazardous materials stored in underground tanks on the Property. In addition,the Applicant will be converting the existing structure from heating oil to ' natural gas,thereby further reducing the amount of hazardous materials associated with the site. III 3 I 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 D021 Lastly,the existing car service bay will be eliminated entirely from the proposal to allow for the redesign of the interior of the proposed store. 10. As described in the materials submitted by the Applicant to the Board as well as the traffic memorandum prepared by Rizzo Associates dated July 15,2004,the Applicant is also proposing to change the curb cut configurations on the subject property. The Applicant has also agreed to provide all curb-cuts on Route 28 as right-in and right-out only. 11. As shown on the proposed site plans,the Massachusetts Ifighway Department(MM)is proposing to widen Route 28 in front of the property and will be taking by eminent domain a portion of the subject property. The proposed redevelopment plan has been provided to MHD to review,and MHD has no objections to the relocation and narrowing of the Route 28 curb cuts. 12. At the Board's request,the Applicant relocated the proposed Dunldn Donuts order window closer to the drive-thru pick-up window, This will assist in reducing the queueing to the pick-up window by bringing the cats from the outset closer to the building(and away from the road). 13. The Applicant is proposing to substantially improve the aesthetics of the property by adding significant amounts of new vegetation including bushes and trees to improve the visual aesthetics of the site. 14. The Applicant obtained site plan review approval from the Barnstable Site Plan Review Committee on July 21,2004 for this redevelopment proposal. The Iatest Plans have also been submitted to the Building Commissioner and he has found that the changes did not need a full site plan review and has approved those latest revised plans as per his Memorandum to the Board dated October 13,2004. 15. The redeveloped site will result in substantial benefits to the Town of Barnstable,including a significant reduction in the amount of hazardous materials stored in underground tanks in close proximity to public wells,hmpzoved aesthetics,a reductions of the number of fueling positions on the site,a reduction in the size of the canopy on the site,elimination of a non-conforming car servicing use on the site,and improved internal traffic circulation patterns within the subject property. 16. The special permit applications(Appeal Nos.2004-87 and 2004-89)fall within a category specifically permitted in the Zoning Ordinances for a grant of a special permit. 17. After evaluation of all of the evidence presented,the proposed redevelopment project fulfills the spirit and intent of the Zoning Ordinances and would not represent a substantial detriment to the public good or neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant a Special Permit in accordance with Section 4-4.4(2)for the expansion and alteration of a non-conforming building and structure as being requested in Appeal 2004-087 subject to the following conditions: 1. The site shall be developed in accordance with the plans submitted entitled"Christy's of Hyannis, MA"as drawn by Rizzo Associates dated 04/15/04 with a last revision date of 10/01/04. Said plans consist of nine sheets titled: Cover Sheet,Existing Conditions Plan,Site Layout and Materials Plan, Grading and Drainage Plan,Landscape Plan,Construction Details and Legend,Constructions Details, i Proposed Floor Plan,and Building Elevations. Except that the plans shall be modified as follows- 4 05/16/2005 09:50 LISA & SOUSA, LTD. 4 150e??10925 NO.243 D022 • The curb-cut onto Route 28 farthest from Yarmouth Road shall be reconfigured to provide for right in and right out only. • The applicant shall petition to.Mass Highway to extend the proposed center median on Route 28 south,easterly to the end of the applicant's property to prevent left turning movements onto Route 28. • A"Caution—Crossing Traffic"sign shall be posted on the inside of the right-turn lane into the property from the Yarmouth Road curb cut to alert motorist to the crisscrossing traffic movements in that location. • All curb-cuts shall be required to conform to all standards and conditions imposed by Mass Highway. 2. A new plan showing the changes required in this decision shall be drawn to the standards of the Town of Barnstable and presented to the Town Engineering Division and to Site Plan Review Committee for review and approval. 3. All lighting shall conforon to the requirements of the Cape Cod Commission,and shall be directed onto the site and not into the street or neighboring properties so that it does not cause a nuisance. 4. Landscaping shall be installed in accordance with the plans presented. The applicant shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 5. There shall be no trailers or storage containers permitted on the site. The permitted buildings and lot coverage shall be considered full build out and no added building or pavement shall be permitted without permission from the Zoning Board of Appeals. 6. The height of the canopy to the ridge line shall not exceed 22 feet. The height of the building to ridge shall not exceed 19 feet,excluding cupolas. The vote was as follows: AYE: 'Richard L.Boy,Ralph Copeland,Jeremy Gilmore,Gail,Nightingale,Daniel M. Creedon NAY: None Ordered: Special,Permit 2004-87 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MQL Chapter 40A,Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town e .Creed& III,Chairman Date Signed . 5 1 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 D023 Z,Linda Hatcheazider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has belated in a office of the Town.Clerk. Signed and sealed this Say of unde pa�.ths' altics of pezjucy. L' a Hutchenrider,Town Clerk I I f i b t 1 a l f 6 I 1 f 05/16/2005 09:50 LISA & SOUSA, LTD. 4 15087710925 NO.243 P024 • _ s TOWN OF BARNSTABI.lt ZONING BOARD OF APPEALS NOTICE Of PUBLIC HEARIf11M UTADEB THE ZONING OIRDINANCE JUNE 23.2004 To all persons interested in,or affected by the Zoning Board of Appeals order Section 11. of Chapter 40A of the General Laws of the C,emmonwasM of Messechueetis•and all amendments thereto.you are hereby notched that 7r00 P.M.. S!>ieids Robert M^S�Ids had AW66T '�Petmtl l&rd$i¢is i rittpfeC�i-4U 6 forthe deffmAbon of an extstkrg dJveStg on a nonconfo m ibt""tb isbirldirrsw and garage The property is located as shown an Assessor'e AAap 130,.parcel fl2i addressed as 110 Crystal Lake Road,Ostarville,MA in a flesidence F•1 Zoriktg District. 7.10 P.M.;::,: ... P4t'ar1M �•r.. D.rld><iKalid(�yretNal�:lb'sire�sl+s�sp�iR+edfore Section 4.43(2)Non-confogyfl B►ildaiggar Stnrctuw Used as Single and Two-F" Residences and Prndngs WWer MGL Chapter 6.4" Secp 'd for dw dernolitim and reconstruction of a single-family&i iing on a non conforming lot. The prop"is shown on Assessor's Map 337,Parcel 01'4 atfdre9sed'ise 304 torte K4 Road.Barnstable.MA in a Residence F-1 Zoning District. 7r30 P.M. Cowbim Appeal 2004404 Edmond A Couture has applied for a Special permit in accordance with$action 4-4.3 Nonconforming Buildings or Structures and findings under MGL Ch.40A Sectioe 6 for the demolition and reconstruction of s single 6T y dv WWq on a nonooNprndrg lot, The property is showy;on Assessor's Map 287,Parcel015 addressed as%4 ScudderAven,e. Hyannis,MA in a Residenoe F-1 Zoning District. s►r00 P.M. DOWTorrD App**l 6 Lade Sao and Dian Tong.Tntstees have applied for a Special Permit In aocordiincs with Sectlon 4-4,5(2)Nonconforming Uses.Expansion of a Pre-exutinq KVwonbom ft Use to re-establish an accessory residence burl ft. The property is shown di Assessor's Map 216. Parcel OM•addressed as 19n Mein St./Route 6A,West Barnstable.-MA ina 4 Residence F Zdhing District ' ; " . Br30 P.M. F OU M , Lente Festine. LLC heal applied for II'VWlance to Sec ion 3-1.3W.Bu&Regulations. ndrif mvm bit sire a W ndr6rai bt tw WA I0 se"d fdr fhil carnbucffen of a skigk••fernly dwelling on an undereaed nonconformkag lot. The property is shu t on Assessor's Map 287.Parcel 123 addressed as 80 f-tyeMis Avenue.Hyannis,MA in a Residence F-1 Zoning District 5.48 P.M. CbrlsOo. Apoesl 2004.087 ChrisCo,LLP has applied to the Zoning Board efAppeale fore Soil Permit in accordlsace wMr Section 4.4.4(2)HAD Sbiw�trveer and riot oaBQ sib.$fi+pie Qr Two • r Family Dwellings to permit rile nM$yslopenant and ske•akeratiord of the exieav gee and servoe station. The applicant htterrds to remove the S�anripe batyx and P the ails ir"Wkp the fuel pumps and canopy.remodel a ds3itp gVVcfi is to w>ierg♦isW esbe/ convenience store tnduding coffee end d0t#vv 'sailes w*a4".4rir ptCit ':iirldgw, The appkam also requested'my other SpeoW Pernik r*W es needed._;' 7tw Is Whown on Assessor's hop 328,Parcel 151 addr sodas 156vonr ougfi R Hyannis,MA in a Highway Business Zoning District, 6#45 P.M. Cibriscs. ChrisCo.LLP has applied to the Zoning 8owdof Appeals Fars ofSpeddparmR Number 1991-7 issued to Mobile 00 Corporation to allow for the redevalopawnt and site alterations of the existing gas and servioe station wckx kp On cud pumps and canopy, �y rernodel existing structure to enlarge n tak sdea/cc nv"j rice store k ckrdrtp coffss and I>wf dmVhnutswithadrKv-thmplck4pvwidow.7}ieW�lssh"cnAs*e*wesMspM O PW;d 151 addressed as 156 tyerinaugh Rood/Route 28, Hyannis, MA In a Howuoy- e Business Zoning District. , $1"P.M. cbrkc:*. Appeal"0"00 wel GhrisCo.LLP has applied tothe Z6"8001d of Appesls for s Spaiciel In accarasriee �rH with Section 3.9.6(3),Candieorad use:tfheHighwsy8ustrtsas�tktcfto" peimkretbifsales V indudng coffeg end.dOughmU#40 a drjve-limy pick-up window.The property is shaman e►" Assessor'sMap328,Parcelti61addnaseedss1561yaru>otghADed/fieiute2s.HymrAkMA ISM In a highway Business Zoning District.' 8145 P.M. ' chrloce. •pPrl 200444M I ChntiCo.LLP has aPPtbd to the Zoning Board of Appeals.for Variances to 0--k ional requirements of.the Zotrtng Ordinances,'specify; C Section 3.8.8W,& Ragdowns, Minimum Lot Area.Minimum Front.Ysrd Seemck Minimum SklivVerdSetbeek end 4SFoo4 Minimum Front Yard terdscepe Sedock,•Sections 3S.2(7)(C)sad(m)Wefaesd Protec, ' 4 tion. Lot Coverage and Sits Clearing Raqui2vaeents, Section 4_2.6M=, Landscape . O Parameter Buffer,and any other dinrenSaW requirement as may be nseded to permit the proposed radevelopment of the site as per plans submitted.The property is sh~on Assessor's Map 326,Peeet 151 addressed as 168ly>inoough Road/Route 28,Hyas,;s,MA in a Highway Business zoning District. Q These Public Hearings will be held at the Barnstable Town Hal.367 Main Street,Hyannis, O MA,Hearing Roam,2nd Floor.Wednesday,June 23,20D4. Plans and q` �be i i�1 reviewed at the Planning DNlswn.Zordng Board of Appo*OEflce.Town 200 Main ; Street,Nyannas,PAk Danial M.Cmedon IA.Chdmw Parcels Within 300' of Map 328 Parcel 151 Ln This list by itself does NOT constitute a certified list of abetters and is provided only as an aid to the determination of abutters. The reguestor of this m list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database m an 5/'=004 , m Ul Mappar Ownerl Ownes2 Address 1 Address 2 city State Zip Country 327156002 MASS,COMMONWEALTH OF /O EXECUTIVE OFFICE OF PORTATI 10 PARK BOSTON MA 02116 -� ✓ON& PLAZA-SUffE _ CONSTRUCTIO PLA Ln m N 328131 ELSON COAT.&OIL CO INC OQ CO WC NELSON 1R8O0 I�YANOUGH HYANMS 02601 USA — 1 r 32813200A BAKER,ROBERT E&WHITE, 62 V YARMOUTH -.MSA�ff73 USA J cn ROBERT E JR TR ANGLEWOOD --� D DR __ 32913200E BAKER,ROBERT E&WHITE, 62 W YARMOUTH MA 02673 USA �/ Np N QBERT E JR TR TA GIE WOOD �- D DR 32813MC 113AMR,ROBERTE&WHITE 62 YARMOUTH MA 02673 USA- —��✓ r ROBERT E JR TR ANGLEWOOD R 32813240D 6 YARMOUTH USA BAKER,ROBERT E&WHITE,, 2 W MA 2673 ✓ ROBERT E,JR ANGLEWOOD I �_.—._.._� Ln DR _ _ _ _ C 328137 GEMAC INC �YARMOUTH RD HYANNIS MIA 02601 USA- -� m 28138 rMAC.INC ZO 1 HYAWS A 601 USAru YARMOTJCH RD _ 1Ul 29142001 rARNSTABLE WATER CO O BOX 326� HYANNIS MA 02601 USA 328142102 JBARLACO INC %BARNSTABLE WATER CO PO BOX 326 HYAWS MA 02601 USA ✓ 324143 KORPELA,WILLIAM A& KORPELA,TOINI TAUAI ESTER 114IYANOU131I ANMS MA 2601- USA IRD _ —I 328144 KORPELA,KATRI K 3 NEW HAVEN MARS'TON3 MILLSA 1E ) �fl02648 IS 02601 SA IRD 328145 KORPELA,TOINI TAM ESTER t 14 IYANOUGH HYANN U 28146 YOUNG,RAYMOND H PO BOX 1135 BOST )N 02103 �USAY 28147- KO1tPELA,WRIIAM Alt ORPELA,TOINI TAIMI ESTER 11114 WANOUGH HYANt11S _ MA 601 — USA O L N A W Monday,May 24,2004 � —•^^---u- ----_� V- Page 1 of 3 a m ry Ln Mapper Ownerl Owner2 Address Address2 City State Zip Country m 28148 BABCOCK,MILTON M&AM 14ORWOOD ]MA 102062 USA VANDERBILT ' N VE#210 m 29149 MACDONALD,DOUGLAS E TRS AND S MACDONALD FAMILY TR 91 WATERS MARSTONIS MILLS A 02648 USA _ EDGE _ 328151 RWAPLER,LEONARD M ETALS TR V*CHACE,RU17EMBERG& ONE PARK ROVIDENCE Ri 02903�US� 1/ � FREEDMAN ROW SUTTE 300 Ln 32915200A JIVES.DAVID U 9bBELL1VEAU,CHARLES 3 TREAS 146 GOLDEN RD • STOUGHTON MA 02072 USA 3281520OB rES,DAVID U %BEWVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHPON — MA 02072 USA�� ✓ r 281520DC JIVES,DAVID U ELLIVEAU,CHARLES I TREAS 146 GOLDEN RD STOUGHTON 02072 USA - ✓ D U) 2815200D TVES,DAVID U rIBELLIVEAU,CHARLES J TREAS 146 GOLDEN RD ST OUGHTON IMA r2012 USA � L _ N O 32815ZOOE IVFS,DAVID U - %13U TVEAU, 1146C CHARLES J TREAS GOLDEN RD STOUGHTON MA 072 USA ✓ D 32813200F IVES,DAVID U %BEWVEAU,CHARMS J TREAS 146 GOLDEN RD I STOUGHTON MA—020 USA �� J 32815200E JIVF-S,DAVID U %BELLIVEAU,CHARLES J TREAS 146 GOLDEN RD I STOUGHTON USALn ✓ y L _ 2815200H IVES,DAVID U .8$LLTVEAU,CHARLES J TREAS 142 GOLDEN RD S 1OUGHTON MA�D2072 USA 00 3291520DI rES,DAVID U %BEUATAU,CHARLES J TREAS 146 GOLDEN RD I ------]STOUGHTON TMA.- 02072 SA_ —JUJ N Ul 32815200I JIVES.DAVID U %BEL LIVEAU,CHARLES J TREAS 146 GOLDEN RD STOI TON MA 02072 USA _ 32815200K WO,DAVID U 95BELLIVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON 2072 :7�= 32815200E TVFS,DAVID U %BELLIEVEAU,CHARLES ITREAS 146 GOLDEN RD STOUGHTON MA 02072 USA ✓ 32815200M TVES,DAVID U eSELLIVEAU,CHARLES 17 l46 GOLDEN RD STOUGHI'ON �02072 USA ✓ 3281520ON IVES,DAVID U Y.BELLIVEAU,CHARLES J TREAS 1142 GOLDEN RD I ISTOUGHTON MA 02072 Ut--] 28 L 5400A NARBONNE,LEON D TRS TRIPLE N REALTY TR P O BOX 2910 HYANNIIS Iv1A 02601 USA 2815400BNARBONE,LEON D TRS TRIPLE N REALTY TRUST P O BOX 2910 HYANNIS —=MA (!! USA 32815400C rARBOKNA LEON D TIR TRIPLE N REALTY TRUST P O BOX2910 HYANNIS MA 2601 USA ✓ N W Monday,May 24,2004 __—'— Page 2 of3 a m N Ql Mapper Ownerl Owned Address 1 Address 2 City State Zip Country m 32815400D ARBONNE,LEON D TR HYANNIS MAP201—j— m _ fv CD �328155 BECAL r77OOD ,MICHAEL J TR NOMINEE TRUST 34 CIRCUIT AVE HYANNIS � 02601 �_—--- I I/ . Ul 28156401 TTtACY,JAY TRS WE'RE HERE REALTY TRUST 183 BLANTYRE, ENMNII-LE — �MA �02432 �SA —� ✓ G 328156W2 CY,CONSTANCE 83 BLANTYRE CENTERVILLE T A 2632 USA 1 / AYE --.1_T �_ m 328157 SIGEL,SRIC J TR TRALJ B REALTYTRUST P O BOX 504 HYANN4S MA 02601 USA 328158 SIOEL,ER[C J TR TRALEE REALTY TRUST P O BOX SO4 HYANNIS �_02601 SA_::] ✓ r _ 3) D 28159 FIN(EL,MICHAEL .FINKEL,MICHAEL&PAMELA J 126 CAMP ST HYANNIS ` _02601 — USA -I ✓ 20 �l N 328160 ICCARELLI,EUGENE C 58 HATHAWAY OSTERVILLE MA 02655 USA D RD :::t 328162 RACY,JAY H TRS WERE HERE REALTY TRUST 193 BLANTYRE ---- CENTERVILLE 02632 USA _—� ✓ r AVE 29192 TRACY,JAY H TRS WE'RE HERE REALTY TRUST 83 BLANTYRE CENTERVILLE MA 02632 USA _ y AVE 328193 MASS,COMMONWEALTH OF CJO EXECUTIVE OFFICE OF TRANSPORTATI 10 PARK BOSTON — 02116- ✓ N Ln ON 6z PLAZA-SUITE OD CD CONSTRUCTIO 317 328193 HAZARD,GERALD W ON,H VdHY BLDG ASSOC 140 HYANNIS 601 A wUS jMtA]0!2 _ -- Ul YARMOUTH RD (Nri 29200 GAS M AMERIOAS PROPANE LF P O BOX 798 VALLEY FORGE -PA 19482-9908 USA 328202 OAS INC Tm— -M ,ERIGAS PROPANE LP P O BOX ALLEY FORGE PA 19482A908 USA _-- _7] rUO3 AMERIGAS PROPANE LP PO BOX 798- VALLEY POAOE P 119482=999908�SA 328231rNKEl-WILLIAM&LORRAINE PO BOX 1998 MASHPEE MA 0 9 29239 CHRISTMAS CROSSING INC C/O MILL LANE MGMT INC 923 ROUTE 6A; YARMOU'M- 6R'F MA 02675 lUNIT Y L. Z Q ' RJ A W Monday,May 24,2004 — -------- ---Page 3 of 3 a m ft1 r - Nutter Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM July 13, 2005 By Hand #100848-14 TO: Ed Jenkins, Barnstable Plumbing Inspector CC: Thomas Perry,=Building'Coiiirnssioner Qg" Patrick`McKeown, ChrisCo. (via telecopy) Tom McKean, Barnstable Board of Health Agent FROM: Patrick M. Butler RE: 156 Iyanough Road, Route 28, Hyannis, MA Map 328, Parcel 151 ChrisCo. I am forwarding with this memorandum a copy of my memorandum to Tom Perry of March 8, 2005, together with the Building Commissioner's response dated March 17, 2005. I also attach the applicable provision of 248 CMR 2.10. I also enclose a copy of my variance request and addendum thereto filed with the Board of Health on May 31, 2005, which variance request was based upon the Building Commissioner's determination dated March 17, 2005. The Board of Health has subsequently granted the variance to allow for a single unisex bathroom. As you will see from my memorandum dated March 8, 2005, the regulations allow for unisex bathrooms in facilities containing more than 1,200 gross square feet of floor area if there is "reasonable access within 300 feet". It is upon that basis that the Building Commissioner allowed us to proceed with the Board of Health variance and has subsequently issued a building permit based upon the revised plans for a single bathroom (copy also enclosed). I believe the foregoing should clarify any questions you may have regarding this matter. I would be happy to speak with you by telephone or schedule an appointment, at your convenience. I can be reached at 508-790-5407. Thank you in advance. PMB:cam Enclosure 1446073.1 Nutter McClennen & Fish LLP Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com ---JO/1U/GUUb MUN 11:38 FAX 1 508 7710925 Z 003/008 4 .r . MAR- 15-2005 FR I 10:40 AM FAX N0, P. 03 ^- ChrlsCo Page 1 of 1 Patrick Butler-ChrisCu From: "Perry, Tom" <Tom,Petry@town.barmtable.ma.us> To: "Patrick Sutler" <pbutler@nutter.com> Date: 3/17/2005 3,17 PM Subject: QuisCo Pat I reviewed your memo of March 8,2005 regarding the nocessity of removing the building in order to complete the hazardous removaLThat would be acceptable with this department but will require a demolition permit from us.For that we will need shut-off notices from the various utilities In order to process that application. The issue of the unisex toilet is also acceptable as long as the Health dept.requirements for the correct*of toilets for employees. The issue of the cooler does not need further site-plan review. 0,5/162005 NON 11:39 FAX 1 508 7710925 2006/008 243 ClM: BOARD OF STATE EXANMNiEP,� \ OF PLUMl3W AND GAS Fn np 2.10: continued 6. All secondary and post secondary . r►school d/ darn schools that conduct o sporting or•physiical activities Premises and/or hake a gyrnnasiuin in which s aid activities may be conducted, . shall have separate showers for each sex t0 accommodate Students, All schools Mich have trade type PtQ9r=S in which student may become soiled, 'shall comply with 248 CAR 2.10(19)(h)6• . 7. Deluge showers shall be installed in every school chemistry laboratory classroom, ' or amy morn used for similar purposes wherein flammable liquids and open game devices are used in conformance with the most recent 527 CAM adopted by the$oard of Fire Frevent4on: j 1. Zn each establishment where people are employed,there shall be separate rest so jq,v` !�located in each establishment and shall be plainly so debated Fp 2. Facilities in establishments referred to in 248 CMR 2:10(19)0 1.within two branch levels shall be acceptable- Facilities shall not be required for mezzanines. See 248 CNR (3. Unisex toilet rooms are allowed if- �tan`���X th ey meet the regwrements of 248 Cl� tap 4. In business or commercial esrabli hments(except industri which 1,200 gross square feet of floor ar ar oes A(t have rea Contain less than = 0 �ec s(within 300 feet o k- L St and on the' floor)to core o rIQM QZ � ,one toilet room located within the less M establishment with the number of fixtures according to the standard set forth i$248 C1�it one ,,lr k ram' 1,10(19)Table 1 for employee facilities,shall meet the e 1nC� OG 5_ 1n Query establishment where onlyone person is employedrrrrum requirement. one water closet and one lavatory p or works,there"I be for use of its tenant, provided within reasonablec distance,not to exceed 300 feet Core or common facilities within reasonable distance (defined in 248 GYM 2.10(19)()4.),located on the same floor as the establishment being serviced and having separate designated facilities for each sex;may be used to meet the to.a Ltd it requirements of248 C&M 2.10(i9)()5. The number of fixtures in the core or common facilities shall be according to 248 CMR 2.10(19): Table 1 for employee facilities(non industrial). • • •- 6. Where core facilities are allowed and in Compliance-with the code, additional designated toilet rooms shall be allowed within the establishment. These fixtures shall not be credited to the requirements of 248 CMR 2.10(19): Table 1. �1 �tJ21R,ee Facilitie_, a ti��� 1. in every industrial establishment,all toilet room facilities including the number and type of plumbing fixtures, the floors, walls, windows, ceilings, lighting, ventilation, doors, partitions, design and location of toilet rooms shall comply with 454 CMR 2.00, Toilets in In4Sjsrrial Erlablirhmenfs. 2 Separate toilet rooms shall be provided for each sex and shall be plainly so designated See 248 CW 2,03: �- 3. The number of water closets and lavatories shall be provided within reasonable access (defined in 248 CNM 2.10(19)0)4.) and in accordance with 248 CMI:t 2.10(19)Table 1 for industrial facilities. , 4. Reasonable distance fbr industrial establishments shall comply with the following: in no case may a water closet be located more than 300 feet distance from the regular Place of work of the persons for whose use it was designed, except where service elevators,accessible to the employees,are provided• 5. Each 20 inches of usable or circumference 18 inches sink will be considered as an equivalent of one lavatory. 6. In speoial industries of departments where there is undue exposure to poisonous substances or liquids or where the work is especially dirty,one lavatory or sink may be required for every five persons and in;all cases,a potable water supply of hot and cold water shall be provided. (k) Medical good l+Te�lth R,tia' 8 &�1lII1siS I• In all medical and health care building' s there shall be separate designated toilet facilities on,each floor for male And Female patients and visitors. 2. The facilities may be located in a common or core area on each floor that is witWnn Inn FAQ fan,.c e� - J 1.)05/16./2005 NON 11:39 FAX 1 508 7710925 Z 007/008 248 C\IR- BOARD OF STATE EX'tklv� OF PLLMSEits AND GAS FITTERS 2.10: continued 4. FIandicap facilities are're quired on each Boor. S. A minimum of one drinkingq fountatn shall be installed for each set of toilet rooms. (n =MdMa[I� 1- In all covered malls there shall be separate designated public toilet facilities for mete and female,centrally located in the common,area on each floor.-- 2. Thy facilities are in addition to the requirements of 248 CIV%2.10(19)(1)regarding toilet Ihcilities for male and female employees. 3. When occupancy exceeds 9,000,water closets shall be installed at the rate of one per 17500 for women and one per 3,000 for men. Lavatories s 248 mall installed as listed in Chit 2.10(19)Tabie 1. (m) Handicap acility Facility for the physically handicapped 1. Fixtures shall be installed in conformance with 521 pp�person: factures dimension requirements only). QVR 3.30.0 Public Toilets(for 2. When public rest,rooms are installed,handicap fixtures shall be installed to comply with the requirements of 248 OYM 2.10(19)(m). 3-. Unisex handicap facilities are allowed when approved by the Board through a variance process as indicated in 248 CMR 2.0l(1), a, A variance is not required if the fixtures in an existing or proposed mews and women's room and the fixtures in a unisex handicapped toilet room meet the minimum fixture requirements in 248 CMR 2.10(l9): Table 1. A unisex toilet may be counted only once toward the total minimum fixture requirements. b. These facilities shall be kept clear of obstructions at all times in accordance with 105 CNM(the sanitary code), 4. Wherever drinking fountains are provided, at least one drinking fountain shall be accessible to and usable by person in a wheel chair. (n) Qldl. 1. Toilet rooms accessible to the public which have two or more water closets or urinals,or two or more thereofin combination,shall have a floor drain and a valved hose bibb conntction equipped with an approved backflow preventer for the purpose of flushing and/or sanitary hosing. 2- Floor drains shall be of an approved design and shall be installed in the vicinity of the urinal(s)and at a grade to permit floor drainage to it from 4 directions. 3. Water closets for public use shall be of the elongated and seats shall be solid plaSk non-porus of the open front type. Refer to 2.10(6)(1)through(0, 4- When a urinal(s)is provided,floor areas to one foot in front of the urinal Up and one foot on each side of the urinal and the wall areas to four feet above the floor, shall be furnished so as to be non-absorbent. Wood and fiber boards are prolubited in these areas. Refer to 248 CNM 2.10()(c). 5. In a room with more than one water closet,or with a water closet and a urinal,each water closet shall be enclosed. Each urinal shall be side shielded for privacy. 6- When two or more urinals are required a shield shall be provided between urinals, (o) 1. One clothes washer hook-up shall be provided in dwellings for single residence. 2. A minimum of one clothes washer hook-up shall be provided in multiple dwellings for each ten apartments. 3. One laundry tray or washing machine for every 20 apartments or fraction thereog shalt be acceptable in housing for the elderly. (p) SJ ima - 1- Urinals may be substituted for water closets where indicated in 248 CNM 2.10(19)Table 1 are listed by percentage, 2- Urinals listed for elementary, secondary, post secondary and industrial dory/warehouse are in addition to the water closets required. 3. When urinals are used at least one shall be set for handicapped use. (a) BALhcQRtn Group Dnf , a bathroom group shall consist of one bath tub or shower stall, one water closet and one lavatory. cJ 9 a7: a CT. r� 13uadingCleritrcaliaa Use Group Water Closets Ur(nals Iavaloriea C s«nota 1 Drinking Bslht O� 2 Malax Each sox FomtlaN 3rlM+e1 Fixiurce f Funa[es Malcs 219CUR2-10(19) T6 A•1 1 ' r30 l r60 50% 1 100 1 low ca * tti abs Pubs i servJoc sink b , o A•? E r30 1 et50 50:'o i ar15 1 r500• m n 9- �r o. FRA-3S0°h f r200 1 r5fl0e floor mA•3 I r50 ] r 100 50% 1 at200 11000 ►�Aterras A-3I r30 ! er60 503'e I r 150 i r 1000 wmai A-4 1 50 1 rl00 509L1 20D 1 t00D b c !(P') Pool.Et(X A-5 1 r301 r60 SO',6 1 150 i 1000 IlaI„ ni 0 f S00 qj 33'r6 I r 1000 E r 1000 FaeiBry(Chr7d) E•1-3 I 20 Ipar20 i yp 7S i Service Sirtl;Ee N1A 1 per 20 1 par 25 33►/e 1 per 40 (��(�L m txl 0Facibty{t)etainee} I-3 1per6 leer$ 33S'e Iper6 NIA 1 per 20 E per 25 33% t per 40 (m).(n;ti(P) O Uwel6ngs{SSngle) R Om Balbrroom Group ead One Kitchen Sink (Etidu[lipte} R OneBathroam Group AM OneKtldhan&,,kper Unll (Hol axl) R Ono Ba4uooin Group Per Unit jlq) rmitodes) R2 1 por61 Pero 33% 1 por81 per711polo1 SeiviceSink rl'laor-W--atiomdOUndasatlen) E 1 per20 E per20 I r20Pa 1cr73 1so"=* �6etrienisr}') E 1 per30 1 per60 1 60 l per 60 1 P"75 Sink (Semadary) != t par30 .1 Per90 I Per90 I Of 1 per75 Per LPastS000nca�3) E I por90 ' 1 par 180 1 Per I80 1 Par 190 1 pat7S Roar Sm B 1 par 20 1 per 25 33% 1 per 40 JFP�!'=e(13on-Itrdustrieq 1 per2A l por25 3354 ! r40 . Pa 1}per 200 1 por 15• 1 smioe sink (11(irt),W.(p) rBw &npbyeo(LidustrialFactaey! F I yp IS i per20 1 per40 i per30 !per 100 1 t5 Warelwirso an d Siadrer flea P« !7i,(m),(u),(p) o • o o0 0 " o 00 Nutter MEMORANDUM May 31, 2005 100848-14 TO: Tom McKeon,Board of Health Agent Town of Barnstable FROM: Patrick M. Butler, RE: 156 Iyannough Road (Route 28) Hyannis - Variance Request Tom, In accordance with our discussions and correspondence last week, I enclose Variance Request form, together with attached narrative addendum, as well as four sets of 11 x 17 copies of the floor plan and one full set of plumbing plans. Kindly confirm that this matter has been placed on the next Board of Health Agenda for hearing and consideration. Thank you for your courtesy in this regard. cc: ChrisCo 1434507.1 k Nutter McClennen & Fish LLP . Attorneys at Law - 1513 lyannough Road, P.O. Box 1630 ® Hyannis, MA 02601-1630 ® 508-790-5400 ® Fax: 508-771-8079 ® www.nutter.com f , �tNE tQ� DATE: • FEE: SARNSTARM + �A �� s6gq.a� Town of Barnstable REC. BY SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 156 Iyanough Road (Route 28), Hyannis Assessor's Map and Parcel Number: 328/151 Size 6f Lot: Approx. 0.96 acres Wetlands Within 300 Ft. Yes Business Name: No X Subdivision Name: APPLICANT'S NAME: ChrisCo Realty,LLC Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Chrisco Realty, LLC Name: Patrick M. Butler, Attorney for Applicant Nutter, McClannen & Fish, LLP Address: 105 Pleasant Street Address:P•0. Box 1630 Hyannis, MA 02601 Hyannis, MA 02601 Phone: Phone: 508-790-5407 - VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Section 322-4 Toilet Facilities see attached narrative) NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 Reconstnmtion and red-jelomlt of gas station with carmenience area and coffee/dorut drive d u and ccalrlter Checklist (to be completed by office staff-person receiving variance request application) area. Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C ' CHRISCO REALTY, LLC Addendum to Board of Health Variance Request ChrisCo Realty, LLC (the "Applicant"), owner of the property located at 156 Iyannough Road (Route 28) in Hyannis (the`'Property') has applied for a variance from § 322-4 (Toilet Facilities) of Code of the Town of Barnstable (the "Code') to allow for the utilization of one (1) unisex, handicap-accessible employee toilet facility. Permitting Background In October of 2004, the Applicant received the requisite zoning relief from the Town of Barnstable Zoning Board of Appeals (see ZBA decisions 2004-89 and 2004-87) to allow for the redevelopment of the Property. The redeveloped site will include a reduced-sized Christy's Convenience Store (approx. 1,341 square feet) with a Dunkin- Donuts take-out only coffee/donut counter, a Dunkin-Donuts drive-thru window and six gasoline fueling positions. In addition, as part of the ZBA decisions, the Applicant is proposing substantial landscaping and site layout improvements. The ZBA decisions noted that the building redevelopment is severally limited due to the setback limitation of the site. This requires that the building be rebuilt substantially in the same footprint. Variance Request As a condition of the Zoning Board of Appeals approval, the Applicant will not be providing any seating or public eating areas within the redeveloped structure. The Dunkin Donuts counter will only be utilized for take-out service. As such and in compliance with the State Plumbing Code, the Applicant is proposing to construct only one (1) unisex employee restroom within the building. This restroom would be restricted to employees-only and would not be available to the general public. In reviewing 248 CMR 2.10(19)(i)(3) (copy attached) unisex toilets are permissible provided that they meet the handicap requirements. The proposed restroom will comply with the applicable handicap requirements. In addition, 248 CMR 2.10(19)Table 1 (attached) also indicates that a single, employee only unisex bathroom 1 rt could be allowed since the Applicant anticipates a maximum of 4 employees within the building at any one time. Accordingly, we believe that the single, handicap-accessible unisex restroom complies with the State Plumbing Code. A copy of an email from Thomas Perry, Building Commissioner, confirming the same is attached. Since no seating is provided and there is not sufficient standing capacity for 50 patrons within the structure, pursuant to section 322-4 of the Code, the Applicant is not required to provide separate toilet facilities for its patrons. Relief, is however, sought from the portion of section 322-4 which requires separate male and female employee restrooms. Due to the limited number of employees on the site at any one time (probably no more than two on average) and given compliance with the Commonwealth's regulations, the Applicant respectfully requests relief from this section of the Code. This relief is required in light of the hardships presented by the site limitations noted above, which confines the redevelopment essentially to the existing . footprint. 1433734.1 __— The Commonwealth of Massachusetts Department of Industrial Accidents Office OfNVOS 900ns 600 Washington Street, 7` Floor Boston Mass. 02111 Workers' Compensation Insurance Affidavit-General Businesses Applicant i or/nation: 'Please PRINT=Ie`ibl name: address: city ' state: zip: AJ phone# 99?'e14"lal work site location(full address): �7/�lJhli!/9� /i 0 ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.) ❑ y ❑I am an employer wit employees ees 1& art time). Other I am an employer providing workers'compensation for my employees working on this job. com4any name: address: city �i/��i ��° 4 phone#: ' ``insurance co. -/"`,T l/� G�:��. yohcv# - kz... ❑ I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company name* address: 4 city` phone# q 'insurance co. pOI1CV# company name: °address: city. *� phone`# insurance co. policy# PAttach additional sheet,if necessary P Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement y be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi der the paius-and penalties-a .erju t at the information provided above is true and correct Signature �- Date Print name ���� G /L 7' ® Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised Sept.2003) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual ,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or locaUlicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. -- Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, 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 Investigations 600 Washington Street, 7"'Floor Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 I f, -} --pp -— - _--- � ' I ��ie TDanvrico�u�ea/� o�✓�aaaac�ucae�a �. BOARD OF BUILDING REGULATIONS License CONSTRUCTION SUPERVISOR Number 074148 ' Birt 4late .9 3 =fit= ' t_0,07 Tr.no: :8478.0 i Res�r PAUL G REBEL a �' s 75 BELLEVUE ATTLEBORO, MA 02723 C6rtimissioner � ,. I Starkweather & Shepley PO Box 549, Providence, RI 02901-0549 401-435-3600 Sag1FAX Cover Sheet FAX TO: Patrick Town of Hyannis 15087710925 FAX FROM: Jessica Rosa Starkweather & Shepley 401-435-3600 FAX DATE: May 17 r 2005 FAX TIME: 9 :4 2 am NUMBER OF PAGES(INCLUDING cOvER): 3 COMMENTS: Please see attached Certificate of Insurance. r SAGIFAX 517105 9:42AM STARKWEAIIMW&SUVIDICEY nVIVICLOUI PAGE i ACORD. CERTIFICATE OF LIABILITY INSURANCE 05/17/05°'"' ' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Starkweather&Shepley ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 549 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Providence,RI 02901-0549 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 401 435-3600 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Hartford Ins Group Homeland Builders Inc. INSURER B: 465 Sykes Road INSURER C: Fall River,MA 02720 INSURER D: INSURER E COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. POLIC EFF CTIYE POLICYEXPIRA ION LTR NSR TYPEOFINSURANCE POLICYNUMBER DATE MM DD DATE MM DD LIMITS A GENERAL LIABILITY 02UENIB9480 12/31/04 12/31/05 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABIL111f PAEMISES ER ENurrence $300000 CLAIMS MADE a OCCUR M ED EXP(Any one person) $10000 PERSONA L&ADV INJURY $1000000 G EN ERAL AGGR EGATE $2000000 GEN'LAGGRE GATE LIMIT APPLIES PE PRODUCTS-COMP/OPAL $2000000 POLICY PROJECT LOG A AUTOMOBILE LIABILITY 02MCP303440 12/31/04 12/31/05 COMBINED SINGLE LIMIT ANYAUTO (Eaaccident) $1,000,000 ALL OWNED AUTOS BODILYINJURY $ X SCHEDULEDAUTOS (Per person) X HIREDAUTOS BODILYINJURY X NON-OWNEDAUTOS (Peraccident) $ X Drive Other Car PROPERTY DAMAGE (Peraccident) $ GARAG E LIABI LITY AUTO ONLY-EAACCIDENT $ ANYAUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ A EXCESS/UM BRELLALIABILITY 02XHUIB90115 12/31/04 12/31/05 EACH OCCURRENCE 1 $2000000 X OCCUR CLAIMS MADE AGGREGATE $2 000 O00 DEDUCTIBLE $ X RETENTION $10000 $ A WORKERS COMPENSATION AND 02WBEF2938 08/05/04 08/05/05 wcsTATT OTH EMPLOYERS'LIABILITY TORY I I S R ANY PROPRI ETOR/PARTN ER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE Z1,000,000 If yes,describe under SPECIAL PROVISIONS below EL.DISEASE-POLICYLIMI $1,000,000 A OTHER Builder's 02MSDH2O93 01/13/05 01/13/06 $500,000 Risk DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE:Christy's/Dunkin Donuts,156 Iyannough Road,Hyannis,MA 02601 CERTIFICATE HOLDER CANCELLATION SHOULD ANYOF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRA Town Of Hyannis DATETHEREOF,THEISSUING INSURER WILL ENDEAVOR TO MAILqn DAYS WRITTEN 367 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILUR E TO DO SO SHAL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITYOF ANYKIND UPON THEINSURER,ITS AGENTS OR R EPR ES ENTATIV ES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/O8) -1 of 2 #S119154/M 115740 JMR 0 ACORD CORPORATION 1988 SAGIFAX 517105 9:42AM STARKWEATHER&SHEPLEY PAGE 2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 4 ACORD 25-S(2001/08) 2 of 2 #S119154/M 115740 °F Town of Barnstable Regulatory ServicOWN ('_F BAKNa ABLE RAMThomas F. Geiler,Direc 059. rEc► ° Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis, MA-0`L�i6�fi-FIWISl0N www.town.barnstabl e.m a.us Office: 508-862-4038 Fax: 508-790-6230 TO: Zoning Board of Appeals FROM: Tom Perry,Building Commissioner DATE: October 13,2004 RE: ChrisCo, LLP— 156 Iyannough Road, Hyannis,MA The revised plans for Christie's, dated October 1,2004,that have been submitted to this office meet the request of the Site Plan Review committee. No further formal site plan review is required unless any major changes are made. I HYANNIS FIRE DEPARTMENT �wa: nrrs: `95..HIGH.SCHOOL RD. EXT.H"ANNIS, MA. 02601 43 StEl, i HAROLD S. BRUNELLE, CHIEF E'JLm,V TJE�'( STUOEMT AWREMEfi OF FIRE EOVCATIOM rQ FIRE PREVENTION BUREAU BUSINESS PHONE:(50$)7751300 FACSIMILE PHONE:(508)778-6448 I.X.h7UNNLD H. CHASE,JR.,CFI LT.ERIC F.HUBLER, CFI FIRE PREVkNTION:OFFICER FIRE PREVENHON OFFICER OUILDIN( . G.4D:E COMPLIANCE FORM THIS FIRE PREVENTION €sUREAU.HAS REVIEWEDTHE PLANS DATED. c G -OR THE:PROPEF?TY:LOCATED AT mo ALSO KNOWN AS: R eS`C y S THE CHART BELOW INDI,GATES THE STATUS OF OUR REVIEW. fTYEE OF CONS V UCTI0IV DOCUMENT N/i4. RECEIVED. REVIEWED COMPLIES. 1 eNARFtATkVE REPORT <. 2-FIRE, :IGHTMJG!FECUE;ACCESS, ... _. 3 HYDiANTIC?.CATIOI�/.1NA.TER - <::` _ 4=SPRINKLER SYSTEI(1[S _ --- 5 SPRINKLER:CONTROL EQUIPMENT fi-STANl3aIPE:sYST1=M5 : 7:STAIVI3P[PE VALVEaOGATIbNS_ •- B=FIflE D`EPARTMENT::COt�lN:ECTION 9=FIRE PflOTECTIVE SIGNALING SYST 10 F P ,S &ANNU1aICIATOR LOCATION a 11-SMOKE CONTROL/EXHAUST 1.2-SMOKE CONTROL.EQUIP LOCATION 13=LIFE:SAFETY SYSTEM FltATUFiitS .14=FIRE EXTINGUISHING SYSTEMS f Cho S W l Iz 15- F E.S_ CONTROL,EQUIP LOCATION 16-FIRE:PROTIrGTION ROOMS �` 17=FIRE P N E©UIP SlGNACE " 1£3 ALARM TAANSMISStON METHOD 1.9=SE.QUENCE OF OPERATION REPORT' 0 ACCEPTANCE TESL ING CRITERIA' WE BE-t VE.:TWE DOCUMENT O LETE AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PERMIT: WE HAVE COMPLETED T SHE AC ANCE TE FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT,THE ABOVE ISSUES ARE IN COMPLIANCE. � r Tarn of Barnstab e .� o Regulatory Services _. . Thomas E Geiler,D snRrtsr�+s _ hector :+:.Bonding-Division ^ -Totarerry; Building COmmissioner 200 Main Street, 4yannis,.MA 02601 www.town Barnstable;mama Fax: 508-790-6230 office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using ABuilder e subject roe . 16s, owner of th ) p P itY y hereby authorize: . 4��-5 �to act on mybehalf, . � '. .. t�•��'�'r - . in all rriatters relative to work authorized by this building permit application for ( dress of job) • S 1 � PS . Signature of Owner Date Print Name YOU WISH TO OPEN.A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: 02 v S ' Fill in please: / ra� S x APPLICANT'S YOUR NAME: BUSINESS YOUR HOME ADDRESS: �-a N4.'�. $t- PD 13d�C CoG 5 a s 3c�l�a� TELEPHONE # Home Telephone Number NAME OF NEW BUSINESS - ,K Vokxtl TYPE OF BUSINESS c o Lo et7CX6 VC4 1,,,,,,, 3 IS THIS A HOME OCCUPATION? YES >< NO Have you been given approval from t building division. ES NO P 15-4 1 YXAJNou 6# �d - ADDRESS OF BUSINESS S MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMM E- im This individual adit requirements that pertain to this type of business. COMMENTS: 2. BOARD OF HEALTH This individualhas bee nformed of the p it requir, ents that pertain to this type of business. /o - uthorized Signatur COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has inform bf t e lic in r e ents that pertain to this type of business. A Authori d Signature r V C�COMMENTS: �A 621 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business.certificate ONLY REGISTERS YOUR NAME in town (which you must do by.M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, V FL., 367 Main Street, Plyannis,MA 02601 (Town Hall) DATE: J Fill in please: C- 0 �nue� D. APPLICANT'S YOUR NAME: r- BUSIN SS YOUR HOME ADDRESS: 4r0 °I� ,15$ s�3o-1 tioo e 4 , >vt�4 o as 7f —T HONE # Home Telephone Number 6�- f 30 Z lyoe NAME OF NEW BUSINESS +�5 5 aV-ke TYPE.OF.BUSINESS 1a -� e ` : IS THIS A HOME OCCUPATION? _YES NO n�Al oN IL D.. Have you been given:�pproyal from building division? S NO !�� :.f Y� ADDRESS OF BUSINESS— figb40 U MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town.of. Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S ICE This individual has b i o ed a permit requirements that pertain to this type of business. 77 u orized Signature** COMMENTS: 2. BOARD OF HEALTH This individual::;;?Zrzed informed of the it neq ments that pertain to this type of business. arc ignature** COMMENTS: 3. CONSUMER AFFAIRS LICENSING AUTHORITY) This individual has infor ed f t e li a si g re uirements that pertain to this type of business. uthorize Signature** 1 / C ��/� COMMENTS: t� Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM. March 8, 2005 #100848-14 By Hand TO: Tom Perry, Building Commissioner FROM: Patrick M. Butler CC: ChrisCo, LLC RE: 156 Iyanough Road, Hyannis This memorandum will serve to.followup on our recent discussions concerning the above matter. As you are aware, the Board of Appeals granted Special Permit No. 2004-087 on October 21, 2004 to allow for redevelopment of the property. As I indicated during our meeting, the property has been the subject of environmental contamination issues. The applicant's environmental consultant, Norfolk Ram Group, has confirmed that clean up of the polluted soil on the site will require demolition of all or most of the building. I have enclosed the attached correspondence dated March 1, 2005 confirming the necessity of demolition to address the hazardous material clean up per your request. . In addition, our client has contemplated the utilization of restrooms which would not be open to the public and available for employee use only. In reviewing 248 CMR 210(I)(3) allows for the utilization of a unisex toilet. Further, the language of Section 210(I)(4) would allow for a single unisex toilet so long as there is reasonable access (within 300 feet and on the same floor) to core or common facilities. That language is mutually exclusive from the 1,200 square foot size of the building. I enclose a copy of 248 CMR, together with the table that would indicate that a single, employee only unisex bathroom could be allowed under these circumstances. Based on the foregoing, we believe you may appropriately allow a single unisex toilet for employee use only in this building. We would request your approval of same. Finally, I enclose a copy of the site plan depicting the location of the existing building. In light of the demolition noted above, our client wishes to add a 5 foot cooler area as depicted Tom Perry, Building Commissioner March 8, 2005 Page 2 on the attached plan and highlighted in orange. In that the cooler area is entirely within the existing foot print and substantially within the area designated for reconstruction of the wall area, we would request that this be deemed a minor modification not requiring further site plan review. Please let me know if you require any additional information regarding the foregoing. We would appreciate your approval of these requests at the earliest opportunity. PMB:cam cc: ChrisCo, LLC 1410185.1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _ Parcel Jr- Permit# fr Health Division �..�� Date Issued Conservation Division Application Fee ®1 a� Tax Collector_ Permit Fee- 4070 Treasurer Planning Dept. t. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address /.5_6 M' gcannovgli ROC(c) CROV49- as) Village H ua nki I -5 Owner G h r i 5c® R.ec,�+4 L.L G a Address l os- PI eg stint S+, Nu Gnn -S Telephone _ ;-02 - '19 1`Octoo Permit Request Qv 1\3 ir►4 A s per 11'1-1-cicked, P Los. +o Aay Se. Q ®vn k in OOn V}s/ hr i 's rnurfte� GnC) 6ci Square feet: 1 st floor: existing 1610 proposed /b fd 2nd floor:existing 11roposed NIA Total new 1610 Zoning District Hwy RuS Flood Plain /V14 Groundwater Overlay 1V/,4 Project Valuation _ 3ol7j O00 Construction Type S-1 Lot Size 374 c3co Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) J014 Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes ®No Basement Type: 0 Full ❑Crawl ❑Walkout 0 Other S/a� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) r Number of Baths: ull:existing :new Half:existing new Numt&e of Brooms: existing A11R new Total f�'oom(lint(not i cluding baths):existing new First floor Room Count Heat Tye ank&el: ❑Oil ❑ Electric ❑Other rycy.. Central Air: E O JVo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached�garag�❑existing El new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage 0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# ghl4cAeU Recorded Commercial U�<es ❑No If yes,site plan review# Current Use 64s S�A'tan Proposed Use puokin &y A,5 Go-Kee S�rl� W/� Drivel 'Thrvl Ghrisiy°5 ea1vkhienie -b- e nt d6g4 n / BUILDER INFORMATION Name x/ -r:AJ 0 Telephone Number �S Address �� �✓- y� �) License#, a7%LL e Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO —�= SIGNATURE DATE T 7/® FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE OWNER - 1 DATE OF INSPECTION: FOUNDATION FRAME 0 _/� 7-0 INSULATION -7 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' J GAS: ROUGH FINAL • .. W�c•F�N S b� �Nj,A.cC�" („C'r'F:� �-L � •Ft Qlsi�. ` FINAL BUILDING i 0 -O'a ' DATE CLOSED OUT ASSOCIATION PLAN NO. ' r 10/21/12005 FRI 15:48 FAX 1 508 771 0925 C 001/003 00T-21-200.5 FFRI 03:45 PM FAX NO, P. 01 Nuitter ]FACSIMILE TRANSNiI' AL SMT 'ro&y's Date: October 21, 2005 Time: 3:42 PM Ennployee ID: #of Pages: 3 From: Patrick M. Butler _ Direct Dial: 509-790-5407 � Fax No: 508-771-8079 REC[i'IEN"I' COMPANY FAX NO. PHONE No LPatrick McKeown Christy's of Caps Cad 508-771.0925 CONEWENTS: l STAT NTOf CONP%DSNnA[ W The tlnournents includod with thit%Zsimile traasn4aai shoec eontale laibrtn%dc)n from the law firm of Numt McCiennea&Fish 1.LP which is confidential arWar privileged. The inrormation is inrcnded to be for the yse of Ltte addtessoc named on phis Iranamittal shoat. If you art we the ammsm,note that any disclusure. photocopying,disaibudon or war of VW 4ovents of this faxed infarct hurl is prohibited_ If you have reaeivad this facsimile in error,please•notify us by teiepbonc 6*11 ot)imtae&wly so that wn can term ge for the rotrioval of the origi O dotumencs ai nu cost to you. IF THERE IS A PROBLEM WITH THIS TRANSMISSION,OR IF YOU DID NOT RECEIVE ALL PAGES, PLEASE CALL 508-79a5400, AS SOON AS POSSIBLE FOR NUTTER McCLFINNEN&FIsH 1LLP USE ONLY Client-Matter No. 100848-14 Nutter McClonnen&Fish'LF . Attorneys at Law 1513 lyannough Road,P.O.Box 1630 r Kyannie,MA 02001-1530 to 608-790-5400 o Fax-,$03-711-8079 , ww w1lut'ter-com 10/21/2005 FRI 15:49 FAX 1 508 7710925 C�OU3/UO3 . OCT-21-200S FRI 03,45 FM FAX NO, P. 03 81/06/1995 22e18 915887986230 PAGF. 01 OAVQ V. ALWWCW am 94 NCL am igloo RIZZO ASSOCIATE A TETRA TECH COMPANY Ans tiw Fm*fm,MA OiM4008 �.903.?Jd00 ChrIeWs w+�wa0soo� �UT11R�"" Of FAQ. Hy'ann1s, MA 9L( in r ant M COVER SHEET A&_OIL; so 9'0ap-cowl 20%041104 10/21/2005 FRI 15:48 FAX 1 508 77.10925 2 002/003 OCT-21-2005 FRI 03:46 PM FAX NO. P. 02 - - arrae.m.M.um^M1*nmrmn.ar.xc.. -„^rxrr.�+vmr.M+rrrame:+�mcamtr.�„ .. e �^Eti�Cox-RE:ChrisCo,LL Ch -t Ydr�„ough _ _..._.. ,.,. ,1;;�.�..y - . n Road ' From; "Perry.Tom"<rom.PeryQtown.bamstable,ma-Us} To- "Eliza Cox"-cecoxomuttencorn> ®ate: 7/211200411:39:43 AM Subject: RE;ChrisCo,LLP-ChristVs-156 lyannough Road yes they are approved.The issue that the board of health has can be dealt with at the time of permitting ----Original Message--- From; Eliza Cox jmailto:eooxQnutter.com] Sent Wednesday,July 21,2004 11:36 AM To:Perry,Tom Cc: Patrick Butler Subject:ChrisCo,LLP-Christy's-156 Iyannough Road Hi Tam, I am sorry to bother you with this email-t know that Robin is out this week. We just received a one page fax that with your signature,dated today,on the front cover of the Christy's revised site plans. 1 just wanted to confirm with you that your signature indicates that the plans have been approved by the site plan review committee. I assume that Is the case,but just wanted to check. Thanks very much! -Liza Eliza Cox Mutter, McClennen&Fish,LLP 1513 lyannough Road Hyannis,MR 02601 (P):508-79O5431 (F),505-771-8079 This Electronic Message contains information from the law firm of Mutter, McClennen&Fish,LLP, which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure,copy,distribution or use of the contents of this message is prohibited. ._4 _2/2005 09:56 78I.2790360 CO TU MANAGEMENT PAGE 02 James D. Smith Architects,LLC: P'..-0-BoX 583;, West;BflmstQbie„MA.02668'. TeL 508-362-8733: fox 508-362-8:744 Tow-A-0rHyandf..Building Dwactmeat, October 17-,2005 200 Maim Street Hyannis..NA-02601 Alt-,'Aromas Fmy..DirvCGor RE:.DunW Donut mwdel 156 buourgh Road Dear Mr.Perry J==D Smith,AIA.LLC#9387 is issuing this dfi&vie that the abo a Donlon Dame bw bem tilt is a►eoordanae with tEte Plans PrWare d by J.S.A.and undarthe won Qi`.1.S.A.to eomOY wi0a Wasswhu S _- Aft Cck 730 sbah eftm, - V 19,1917 and. 2 ,1, ffia is 7 ��....vv as Y23i±bEd. mE-:or'wLL'-:a6a'r.o vs s e aqe :fie. a e:m $moo: a w sc—=�,-=�.a—a�. ®SSE f.�" f�6�• aTa°•ec. ��J� za �, I � .. A 0 d Nutter MEMORANDUM October 12, 2004 By Hand TO: Tom Perry, Building Commissioner FROM: Patrick M. Butler RE: ChrisCo, LLP - 156 Iyannough Road, Hyannis, MA Tom, Per my voice mail I enclose our memo to the Zoning Board with attached plans and exhibits in the above matter. The primary changes have included a narrowing of the curb cut on Willow Street and a relocation of the order box to a location closer to the drive thru. In addition, the westerly curb cut has been reduced to 15 feet in width and is restrict to right out only. These changes were made as the result of input from the Zoning Board members at the first public hearing. I believe they are all consistent with comments received from Site Plan Review. As I indicated, I don't believe any of these changes require additional Site Plan Review approval. However, to the extent they might, I would request that you administratively approve the changes. In that our hearing is continued to tomorrow (Wednesday night) I would appreciate it if you could email Art Traczyk with such administrative approval. Y Please call me should you require any additional information or if you have any questions. PMB:kab cc: Arthur P. Traczyk /v6 ^ t Nutter McClennen & Fish LLP o Attorneys at Law 1513 lyannough Road, P.O. Box 1630 a Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 rro r Nutter Patrick Butler Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox@nutter.com MEMORANDUM October 8, 2004 BY HAND 100848-14 TO: Barnstable Zoning Board of Appeals CC: ChrisCo, LLP Rizzo Associates FROM: Patrick M. Butler . Eliza Cox t;zc RE: ChrisCo, LLP - 156 Iyannough Road, (Route 28), Hyannis Supplemental Submission - Appeal Nos. 2004-87, 88, 89 and 90 With regard to the above referenced redevelopment project, this memorandum will serve to provide the Board with additional follow-up information requested at the September 1, 2004 public hearing. For the Board's reference, responses to the Board's comments and questions at the first public hearing are organized and set forth below by topic area: Revised Site Plan In response to comments made at the first public hearing, the Applicant has made several changes to the proposed site plans. A copy of the revised set of site plans dated revised on October 1, 2004, is attached hereto as Exhibit A. In particular, the Applicant has narrowed the curbcut on Willow Street by approximately 4 feet in width and, in so doing, has added additional pervious and landscaped areas to the site (see discussion below regarding site coverage). In addition as suggested by the Board and as depicted on the site plans attached hereto, the Applicant has moved the Dunkin Donuts order window approximately 40.6 feet closer to the pick-up window. This will assist in reducing the queuing to the pick-up window by bringing the cars closer to the building (and away from the road) from the very beginning when a customer places an order, and thereby two cars are able to queue upstream of the order window. Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nufter.com Barnstable Zoning Board of Appeals October 8, 2004 Page 2 Canopy Height The Applicant has confirmed that the height to the ceiling of the proposed canopy is 14 feet, 6 inches above the ground. In addition, the Applicant has elected to construct a pitched roof canopy which will serve to screen the store and add architectural interest to the site. The total height of the canopy, taking into account the pitched roof, is 17 feet, 6 inches. The height limitation in the HB zoning district is 30 feet, so both the canopy and the store are fully in compliance with this requirement. Location of Signage At the public hearing, the Board expressed a concern that the proposed signage was located within the Massachusetts Highway Department ("MHD") area of taking. This will confirm that all signs (new or relocated as a result of the taking) will be located on the site and not within any state layout. The proposed location of the relocated free standing sign is shown on the proposed "Layout and Materials Plan" included in Exhibit A. Interior Circulation within the Site At the public hearing, Rick Bryant from Rizzo Associates, the traffic engineer for this redevelopment project, described the likely traffic interior circulation patterns within the site. Taking into account the limitations inherent with a redevelopment project, the site has been re- designed to simplify site access and minimize impacts to off-site traffic operations. The site presently has three curb-cuts and the proposed conditions maintain three curbcuts. However, the eastern curb-cut on Route 28 has been designed as far as possible to the east from its existing location to separate it from the Willow Street intersection. In addition, the westerly curb-cut on Route 28 will be narrowed to only 15 feet in width and restricted to a right out only. It should be noted that this change was also specifically requested by, reviewed and approved by the site plan review committee. It is anticipated that most of the traffic generated by the site is expected to enter via the eastern curb-cut on Route 28 and exit via the eastern curb-cut or the Willow Street driveway. Traffic destined to the fuel pumps will pass north of the pumps and then turn south to approach the pump islands. This traffic will then be oriented to the south and the most efficient means of egress back onto Route 28 west would be through the westerly, right out curb-cut. Alternatively, there is space for this traffic to pass through the pump islands and turn right on site to head towards the Willow Street curb-cut. Traffic utilizing the drive-through will also have full access to all curb-cuts to exit the site. Further, there is sufficient space on site for two-way traffic between the front of the building and the fuel pump islands to accommodate drive-through traffic returning to the easterly Route 28 curb-cut. i j,. Barnstable Zoning Board of Appeals October 8, 2004 Page 3 Timing of MHD Route 28 Improvements At the initial public hearing, the Board requested the Applicant provide the anticipated timing of the MHD Route 28 improvements. It should be noted that the function of the site and off-site traffic circulation is not dependent on implementation of the MHD Route 28 Improvement Project. The proposed site plan and layout will still function with the existing Route 28 geometric conditions. In terms of the MHD improvements, Rizzo Associates has learned from Mark Carmichael, Project Development Engineer for Mass Highway District 5, that the Route 28 Improvement Project is at the 75% design stage and is scheduled to be advertised in August 2005. Construction will likely start in the spring of 2006 and will be completed in approximately 2 years. Level of Service ("LOS") Report for MHD Improvement Plans Rizzo Associates has obtained a copy of the 75% design report for the Route 28 Improvement project prepared by MS Transportation Systems, Inc., for MHD. The section of this report regarding the LOS of the Route 28/Yarmouth Road intersection is attached hereto as Exhibit B. As noted therein, the intersection will operate at a LOS D or better under future (2018) AM peak hour traffic conditions. Impervious Coverage Calculations As described herein above, since the initial public hearing on this project, the Applicant has revised the site plans to add additional landscaped and pervious areas to the site plan. These changes are shown on the'revised site plans attached hereto. In addition, the Applicant is currently in the process of negotiating to purchase the small, vacant parcel of land shown on Assessor's Map 328, Lot 151 located directly to the east of the subject property. For the Board's reference, a copy of Barnstable Assessor's Map 328 with the subject property highlighted thereon in yellow and the vacant parcel highlighted in green is attached hereto as Exhibit C. At this juncture, the Applicant is unable to combine this vacant parcel to the subject property. If, however, the Applicant is able to purchase this property, it will be added to the subject site. For the Board's reference, the impervious coverage calculations are described in the following table: f Gr Barnstable Zoning Board of Appeals October 8, 2004 Page 4 Table 1: Impervious Coverage Calculations Status Area of Site (sf) Impervious Impervious Coverage (sf) Coverage (%) Existing Conditions 39,183 23,501 60% (no taking) Proposed Conditions 39,183 24,018 61% (no taking) Proposed Conditions 36,418 23,241 64% (with taking) Proposed Conditions — 41,797 24,018 57% (no taking,plus lot 328/146)' Proposed Conditions --- 39.032 23,241 59 (with taking,plus lot 328/146) Concern Regarding Left Hand Turns into Site off Route 28 At the initial public hearing, the Board expressed a concern regarding left turns into the site and, in particular, whether the queuing from this turning movement would back up into the intersection. First, it should be noted that the redeveloped site plan represents a significant improvement beyond the existing conditions. The eastern site drive on Route 28 has been moved as far east as possible to facilitate left-turn access into the site. Regardless, the Applicant is willing to prohibit left turns into the site from Route 28 as a way of facilitating traffic flow on Route 28. The site plan has been modified in this regard to show a raised island on the eastern Route 28 site drive that geometrically restricts the left-turn movement into the site. The island will have sloped granite curbing such that it will not restrict access for fuel delivery trucks that will occasionally use this driveway. Concept of Route 28 Median At the Board's suggestion, the Applicant has considered the concept of a raised median along Route 28. Although extending a median on Route 28 easterly from Yarmouth Road (Willow Street) could effectively prohibit left turns into the site from Route 28 eastbound, it would also have the negative effect of blocking left turns.out of the site from the easterly site According to the Town of Barnstable on-line Assessor's Database, the vacant lot shown on Assessor's Map 328 as Lot 151 and commonly addressed 128 Iyannough Road/ Route 28 contains 0.06 acres of land(or approximately 2,614 square feet). Barnstable Zoning Board of Appeals October 8, 2004 Page 5 driveway on Route 28. Consequently, it is recommended that the left turn into the site from Route 28 eastbound be restricted as described above by installation of a traffic island on the easterly driveway. Provide Comparison of Existing vs. Proposed Traffic Generation At the initial public hearing, the Board requested that, in addition to the tables included in the July 15, 2004 traffic memorandum from Rizzo Associates (which was included in our July 12, 2004 correspondence as Exhibit J), the Applicant illustrate the trip generation difference between the existing and future conditions using Institute of Transportation Engineers (ITE) rates. For the Board's reference, a copy of this comparison table is attached hereto as Exhibit D. As described thereon and in the July 15, 2004 traffic memorandum previously submitted, a significant number of these trips are pass-by trips that are already existing on roadway. As described in the July 15, 2004 memorandum, with a conservative 60% pass-by rate (which is probably low), the redeveloped site is only anticipated to add 36 AM peak hour trips entering the site and 36 AM peak hour trips exiting the site. This results in no change to the overall LOS at the Route 28/Yarmouth Road intersection. Canopy Lighting At the initial public hearing, the Board inquired whether the exterior lighting installed at the Christy's store on Bearse's Way and Route 28 in Hyannis, which was permitted pursuant to a 1999 ZBA special permit (No. 1999-64), complied with the conditions of that decision. We have reviewed the decision, and there are no lighting conditions contained therein. Accordingly, that site is operating in compliance with the 1999 decision. However, to be responsive to the Board's concerns, the Applicant's engineer, Rizzo Associates, did visit the Bearse's Way site to measure exterior lighting levels. Based on that analysis, the light levels on the Bearse's Way site are primarily less than one foot-candle in intensity along the edges of the property, with the exception that the levels near the curb-cuts are just under 2 foot-candles to illuminate the traffic islands and driveways for motorists. The site lighting at the subject property, which is also located in a commercially zoned area, will be similar in intensity to the existing lighting at the Bearse's Way site. Zoning Status of Property At the initial hearing, members of the Board inquired as to whether the gasoline, service and convenience store uses were still permissible on the property in light of the recent J Barnstable Zoning Board of Appeals October 8, 2004 Page 6 vacating of the parcel by the tenants, Mobil Oil. In that all of those uses pre-dated the zoning which prohibited them in this district, as described in greater detail on page 2 of Arthur Traczyk's staff report for this project dated August 23, 2004, the gasoline use (including the underground tanks), car-servicing and convenience store use are all pre-existing, non- conforming uses. In accordance with section 4-4.8 of the Zoning Ordinances, lawful pre-existing, non- conforming uses that have been abandoned or not used for three years cannot thereafter be established. Since the operation of this site ceased in August of 2004, the three year limitation, while running, has certainly not elapsed. In fact, the three years will not expire until August of 2007. As such, the non-use portion of section 4-4.8 is not yet applicable to the subject property. Furthermore, nor has ,subject property been "abandoned" as that term has been interpreted by case-law. Pioneer Insulation & Modernization Corp. v. City of Lynn, 331 Mass. 560 (1954), a Supreme Judicial Court decision, is the pioneer case on this issue. In its decision, the Court found that abandonment "...results from the concurrence of two factors, (1) the intent to abandon and (2) voluntary conduct, whether affirmative or negative, which carries the implication of abandonment." Id. at 565. Accordingly, to constitute abandonment, as that term is used in the Zoning Ordinances, there must be a showing,of intent and voluntary conduct. In this case, there is no intent to abandon the site. In fact, the intent is quite the opposite. The Applicant has the property under purchase and sale agreement and is intending to operate the site for convenience store uses and for the sale of gasoline. In fact, the agreement to purchase is contingent upon the Applicant obtaining the requisite permits to operate this site as proposed to this Board. The fact that the site has been temporarily decommissioned while one tenant removes its personal property does not therefore constitute abandonment. Furthermore, dormancy of a use does not necessarily constitute an intent to abandon. See Berliner v. Feldinan, 363 Mass. 767, 768 (1973) (nonconforming use was dormant for at least seven years, but no abandonment was found). As such, since there is (1) no showing of an intent to abandon (coupled with voluntary conduct carrying the implication of abandonment) nor (2) have three years of non-use elapsed, the subject property could be utilized tomorrow in the exact same manner as it was utilized in July (i.e., for gasoline sales, car servicing and convenience store use). As such, it is entirely appropriate for the Applicant to be citing and utilizing those prior uses as a baseline for the subject property. I J Barnstable Zoning Board of Appeals October 8, 2004 Page 7 Conclusion The Applicant and its project team will be present at the upcoming October 13, 2004 continued public hearing and prepared to describe in greater detail, if needed, the updated information contained herein. Thank you for your consideration. 1368155.1 l- r ... ,� � � � F B , ; � � 8 k r � TECHNICAL MEMORANDUM TO: Mr. Dave Anderson, P.E DAT E: January 27, 2003 Manager, Engineering Expediting IMassachusetts Highway Department Attn.: Shawn Holland, Project Manager REF: 465 ` FROM: MS Transportation Systems, Inc. RE: Project#601102 P.O. Box 967 Reconstruction of Route 28 i Framingham, MA 01701 from Airport Rotary to Yarmouth Town Line— Updated Traffic Analysis Barnstable, Massachusetts i This memorandum is an update of the traffic analysis that was submitted with the revised 25% design plans in August 2001. The analysis was conducted by using Synchro software with estimated 2018 peak hour traffic volumes. These were developed from the August 2001 traffic count data for PM Peak in response to the 25%design comments from the MassHighway District Traffic Engineer. Results analyzed for 2018 AM peak by using projected traffic volumes in FDR were also included in this memorandum as well to complete the analysis. The 2001 summer traffic count data and subsequent analysis results are included in the Appendix. In the development of the updated 2018 peak season PM peak traffic flow networks, a 1.5% annual growth rate was applied to the 2001 volwnes to future 2007. The 2007 peak season PM peak traffic flow was increased to 2018 by applying a 1% background growth factor into account. New development site specific traffic including BJ Wholesale, Stop & Shop Supermarket, the Cape Cod Hospital Ambulatory Care Facilities, Home Depot, Cape Light Commons Office Park and the Barnstable Municipal Airport expected growth were added to the network. The 2018 analysis traffic volumes are shown in the Figure 1. The intersection geometry used in the analysis is the same as the geometry in the most recently revised 25% design plans submitted in August 2001, with the exception of the southbound .approach at intersections of Route 28 with Mary Dunn Way/ Hyannis Interr►odal Center Drive and Yarmouth Road. The Town of Barnstable is presently advancing plans to reconstruct Mary Dunn Way north of its Route 28 intersection due to the expanded FAA required runway safety zone and to serve the expected larger intertnodal parking area. The reconstruction of Mary Dunn Way is also anticipated to extend north eventually connecting with Yarmouth Road. This connection is forecasted to result in a change in certain movements at the two Route 28 signalized intersections. Consequently, lane designation would need to be modified when the connection occurs. This analysis assumes an exclusive right turn lane is included on the southbound approach at Route 28/Mary Dunn Way intersection. In addition, the southbound right turn lane and through/left turn lane on Yarmouth Road at Route 28 are reconfigured to a right/through lane and a left turn lane. The Route 28 intersections with Mary MS Transportation Systems, Inc. TECHNICAL MEMORANDUM Re: Response to 25%Comments Page 2 Weekday PM PeakHour I BAR.NSTARUi >a.v i I Barnstable Rd Yarmouth Rd Route 132 . Mary Dunn WaN I ' ' V V Route 28 \ (� Barnstable Rd s, �, +:r House Rd ► J A (Inlermodel :enter Dr.) Route 29 Yarmouth Rd i Figure 1 2018 Weekday PM Peak Hour Traffic Volumes MS Trans ortrrtion SVstem.s, /nC. n _ TECHNICAL MEMORANDUM Re: Response to 25% Comments Page 3 Dunn Way/Hyannis Intermodal Center Drive and with Yarmouth Road are analyzed as a coordinated signal system in the Route 28 corridor within the project region. The analysis results of the level of Service and average queue length for the 2018 weekday peak hour conditions are summarized in the Table 1. The detailed Synchro analysis is included in the Appendix. TABLE 1 Level of Service Analysis- 2018 Weekday Peak Hour 2018 Weekday AM Peak 2018 Weekday PM Peak Approach V/C Delay LOS Avg Q V/C Delay LOS Avg Q (sec.) (meter) (sec.) (meter) Route 28/Mary Dunn Way-Intermodal Drive Route 28 EB heft 0.86 52.0 D 54 1.12 130.3 F -78 Thru/Right (i.49 6.9 A 46 0.89 26.2 C 164 Route 28 WB Left 0.22 3.3 A 1 0.43 24.1 C 5 "rhru/Right 0.77 8.5 A 46 1.12 73.6 E -228 Intermodal Drive NB Left/Thru 0.07 36.7 D 2 0.52. 34.5 C 2; Right - - - 0.34 31.5 C 3 Mary Dunn Wav SB Lel`111-hru 0.16 37.4 D 4 0.94 73.0 1 - Right 0.82 38.5 D 68 0.84 36.5 D 105 Overall 0,79 15.6 13 1.03 54.6 D Route 28/Yarmouth Road Route 28 EB Left 0.94 64.6 E 20 1.19 129.1 F -65 Thru/Right 0.44 13.3 B 33 0.96 24.6 C 172 Route 28 WB Thru/Right 0.90 44.0 D 76 1.18 128.7 F -143 Yarmouth Road NB Left 0.78 36.4 D 16 1.16 14l.2 F -37 Thru/Right 0.45 15.4 B 45 0.80 30.0 C 117 Yarmouth Road SB Left 0.16 19.4 B 7 0.91 90.3 F 19 Thru/Right 1.01 66.7 E 114 1.00 71.2 E 119 Overall 0.93 39.5 D 1.13 70.2 L Note: - Volume exceeds capacity. (queue shoxvn is maximum al'tcr two cvcics. As shown in Table 1, analysis results indicated that: • Route 28 at Mary Dunn Way/Intermodal Drive intersection will operate with an overall Level of Service of "B" and "D" under the future morning; and afternoon peak conditions, respectively. All the approaches are at LOS "D" or better during the morning peak period. The eastbound left turn will operate with LOS "F" during the afternoon peak period • The average queue lengths for Route 28 at the Mary Dunn Way/Intermodal Drive intersection are estimated. At this intersection there will be an average queue length of 164 meters for the eastbound through/right turn and 105 meters for southbound MS Transportation Svstems, Inc. l ,TECHNICAL MEMORANDUM Re: Response to 25% Comments Page 4 right turn movements during future afternoon peak period. The westbound through/right traffic will operate with long queue length during the afternoon peak period. • The intersection of Route 28 at Yarmouth Road will operate with an overall Level of Service of"D" under future morning peak conditions and "E" under future afternoon peak conditions. This is an improvement over current conditions as a result of the shift in volume. All the approaches are at LOS "E" or better during the morning peak period. • The average queue length on the eastbound approach to the Route 28/Yarmoutil Road intersection is estimated at 1721neters_ At times this will extend through most of the available queuing length assuming crossing the railroad tracks. • In comparing the capacity analysis in revised 25% design submitted to MHD, the overall LOS of this analysis at Route 28/Yarmouth Road intersection will be changed from "F"to"D" for the future morning peak period and from -F" to"E" for the future afternoon peak period. Tire delay and average queue length will be reduced for the major movements approaching to this intersection for both future morning and afternoon peak periods. In conclusion. with a coordinated signal system and new lane configurations the overall operation of Route 28 at Mary Dunn Way/Intermodal Drive and Yarmouth Road intersections is predicted to be better than previous operating and design assumptions. The analysis has confirmed the need to employ railroad pre-emption as well as appropriate signage/markings in the vicinity of the tracks intended to eliminate the occurrence of vehicles stopped on the tracks. IThe design %&,ill need to account for the queuing that is expected to occur between the two. signals. ` Considering the date for the connection between Mary Dunn Way and Yarmouth Road is not I settled yet, the scenarios for the revised 25% design lane configurations submitted to the Massachusetts Highway Department in August 2001 are also analyzed by using updated traffic volumes. The results of this analysis are used for 75 % design plans and are included in the Appendix. The signal timinb and phasing for the new lane configurations assuming an extension of Mary Dunn Way and a connection to Yarmouth Road are also included in the Appendix. 1 MS Transporla ion Spstenty, Inc. 3 1 C k. 1 i `,, - f� 1 u ', i r + BROOKS Ja! 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BY AV/S /97� a 134 167 '' ,Y7AC I � aBAC E8� ayt Y ORIOINAI 1881lE /plp I 184 i •5 18a 2 1.04AG. n 3Z1--199 russ0: IBS ,8oe� �1�8-1 311 329 344 t0,, 1il,itt ;I AAC � �f 9 ® 149�117,lii -I IL SAW IN•�'• �' cR0 3i+� 3 2 d� 310 d328D42 I :: D �� -� / d r r.e ENGINEERS - SCIENTISTS - PLANNERS One Grant Street PO Box 9005 Framingham,MA 01701-9005 R Z Z Q (508)903-2000 A S S O C I A T E S (508)903-2001 fax A TETRA TECH COMPANY wwwrizzo.com AM Project Trip Generation Comparison Existing Condition Future Condition Increase in Gasoline/Service Gas/Service Station Drive-thru restaurant Difference 4 Stations with Conv.Markee (90 vehicles per hour)3 New Trips Total Total Total Total Total 96 60 180 144 72 1. Gasoline/Service Station with 8 fuelingpositions—ITE Land Use Code 944—Trip Rate=12.07per vehicle fuelingposition. 2. Gasoline/Service Station with Convenience Market with 6 fueling positions—ITE Land Use Code 945—Trip Rate=10.06 per vehicle fueling position. 3. Drive-thru lane volume estimated at 90 vehicles per hour or 75 percent of maximum drive-through service capacity and a pass-by rate of 60 percent were assumed. 4. The independent variable in this analysis was the number of fueling positions. This analysis showed that the proposed site improvements with the reduction in fueling positions from eight to six would result in a decrease of 36 trips.However,to be conservative it was assumed that the addition of the convenience store in combination with the reduction in fueling positions would have no impact on site traffic generation. Nutter Patrick M.Butler Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox@nutter.com July 15, 2004 100848-14 By Hand Thomas Perry, Building Commissioner+ Thomas McKeon, Board of Health Robin Giangregorio, Coordinator Site Plan Review Committee Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: ChrisCo, LLP - 156 Iyannough Road, Hyannis (the "Property") �j t Dear Tom, Tom and Robin: On behalf of our client, ChrisCo, LLP, and in accordance with our prior email correspondences regarding the redevelopment of the Property, we are writing to request administrative site plan review approval. Since our initial site plan review hearing on May 6, 2004, we have been working with you and the various members of the Site Plan Review Committee to provide additional information and resolve any site plan review related concerns. In particular, we submitted additional information to you on May 26, 2004 responding to most of the initial comments received at the hearing. It is our understanding, based upon your prior email correspondences, that the information and materials contained herein should resolve and/or respond to the remaining outstanding site plan related issues. For your reference, we have separated out each outstanding issue area below: Revised Site Plans We enclose herewith a revised set of site plans revised on June 9, 2004 prepared by Rizzo Associates for the Property depicting the proposed redevelopment. In particular, the revisions include the following: o As requested by the Building Commissioner, the westerly curbcut has been narrowed to approximately 15 feet in width and redesigned and configured such that it will be a right-out only exit onto Route 28. As previously indicated, our traffic engineer has confirmed that retaining this curbcut is consistent with the Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com Robin Giangregorio, Coordinator July 15, 2004 Page 2 Massachusetts Highway Department plans for this area. o A grease trap is now shown on the proposed site plan as requested by the Health Department. o The proposed floor plans have been revised in accordance with the site plan review comments to show employee only male and female restrooms and a hand-wash sink has been added in the front serving area of the proposed Dunkin' Donuts. Environmental Remediation In our May 26, 2004 correspondence we forwarded to you a two-page summary (the "Summary") of all the information contained at the Massachusetts Department of Environmental Protection ("DEP") files relating to remediation on the Property. After reviewing the Summary, you then requested an update of the status/progress for each incident as well as for documentation identifying the party responsible for remediation. As the Summary previously provided reveals, the prior environmental releases at the Property have been assigned to 4 DEP release tracking numbers ("RTNs"). To demonstrate the current status of each release, we have included herein a copy of the release description and compliance status obtained from the DEP Bureau of Waste Site Cleanup for each RTN. With reference to RTN 4-0862, as described in the Summary and enclosed status sheet, this release has a compliance status of RAO ("Response Action Outcome") which indicates that a level of no significant risk and/or that all substantial hazards have been eliminated. In addition, RTN 4-11972 is also listed as having a compliance status of RAO indicating that a level of no significant risk and/or that all substantial hazards have been eliminated as associated with that release. The status of RTN 4-13422 as indicated in the Summary and as denoted on the enclosed status sheet is in a Tier l(C) compliance status. Tier l(C) designation, as defined by DEP, denotes that response actions may be performed under the supervision of an LSP without prior DEP approval. Accordingly, as described in the Summary this release is still considered a "open" release and is in Phase Four of the cleanup process. Our environmental engineer has advised us that remediation conducted at the Property has significantly reduced the level of contamination associated with this release, however, the Property has not yet met a condition of no significant risk which must be achieved before the release can be closed (i.e., achieve a Response Action Outcome). Finally, as noted on the enclosed status sheet, the compliance status of RTN 4-15997 is denoted on "RTN Closed." DEP defines this designation as "future response actions addressing the release associated with this RTN will be conducted as part of the response action planned for the site under another primary RTN." Accordingly, DEP has Robin Giangregorio, Coordinator July 15, 2004 Page 3 linked this RTN with the main site RTN 4-13422. In terms of responsibility for the ongoing Phase Four remediation, as you know our client, ChrisCo, LLP, is purchasing the Property from the Leonard M. Rumpler Revocable Trust (the "Trust"), owner of the subject Property. The Trust leases the subject Property to Mobil Oil Corporation pursuant to a lease dated November 2, 1973 as amended on March 17, 1994 (the "Lease"). Pursuant to paragraphs 30 and 34 of the rider attached to the Lease, Mobil Oil Corporation has indemnified the property owner from and against any and all claims, demands and liabilities, including damage to the Property as occasioned by the negligence of the tenant in the conduct and operation of its business on the Property or by the tenants refusal or neglect to comply with any law, statute or ordinance. Moreover, pursuant to paragraph 23 of the Purchase and Sale Agreement with our client, the Trust has assigned all of its rights to our client, including rights under the Lease relating to environmental matters. As such, the tenant, Mobil Oil Corporation ("Mobil"), remains responsible and liable for insuring that the ongoing remediation is properly continued until such point as a Response Action Outcome (RAO) indicating a level of no significant risk has been obtained for the Property. For the Committee's reference, redacted portions of the Lease and Purchase and Sale Agreement referenced herein are enclosed herewith. Lastly, although the Property is categorized as a Tier One C (i.e., LSP oversight only) there is also significant evidence in the DEP file indicating that the Property is under active oversight by the DEP and the Barnstable Water Company due to the proximity of the site to the public well field. As such, our client is aware and prepared to enforce its rights to require that Mobil continue its present remediation/monitoring efforts until it satisfies DEP that it has achieved closure on this release. Health Department - 330 Regulation We have had several meetings with Tom McKeon together with a site visit to review the current status and use of the Property as it relates to Title V in the 330 Regulations. Attached to this correspondence please find a waste water flow analysis comparing the existing use and the proposed use. As will be noted from that analysis, the applicant does not intend to have public restrooms available at the facility. Accordingly, the waste water flow assigned to the gas dispensers would not be applicable in determining waste water flow. Accordingly, the proposed waste water flow will be 180 gallons per day, in full conformance with the 330 Regulations. As noted on the bottom of the waste water flow analysis, Section 3-4 of the 330 Regulations applies only to installations of a new, individual disposal system and "shall not include maintenance, repair or alteration of an existing onsite sewage disposal system." The applicant's engineering consultants have confirmed that the existing system has passed Title V Robin Giangregorio, Coordinator July 15, 2004 Page 4 Regulations, and will be retained and may be properly utilized in conformance with Title V. Accordingly, the 330 rule would not be applicable to this pre-existing system. Nonetheless, the applicant believes the uses as proposed will comport with the 330 rule. Conclusion Based upon the foregoing, we believe that all of the comments obtained at the initial site plan review hearing and via subsequent email correspondences, have been fully addressed. As such, we request that administrative site plan review approval be issued for this proposed redevelopment. Please note that we are scheduled for the Barnstable Zoning Board of Appeals hearing agenda for July 21, 2004 and would request, if possible, site plan approval prior to that hearing date. Please do not hesitate to contact either of us with any questions, comments, or should you require any additional information. With best regards, we remain, S' c ly yours, P rich Butler Eliza Cox EZC:bp Enclosures cc: ChrisCo, LLP 1336551.1 7-'- Results from MA DEP BWSC Site List Search Page 1 of h s � IIV o { o Siete/Reportable Rel a e se Look Up • RTN: 4-0862 • Site Name/Location Aid: • Street: • City: • Status: • Chemical Type: Search Results Release Site Tracking Release Reporting Notification Compliance RAO Chemical City/Town Name/Location Date Phase Number Address Aid Category Date Status Class Type T 4- J. BARNSTABLE- 156 MOBIL 0000862 HYANNIS IYANOUGH SERVICE NONE 01/15/1990 RAO 12/29/1994 A2 Oil RD STATION MIDDLEBOROUGIiI F NO [TWO HR 10/20/1994 RAO 02/13/1995 RF�il 4- FTA,xTON LOCATION http://www.mass.gov/cgi-bin/dep/wscreport.cgi 6/14/2004 rr, f Results from MA DEP BWSC Site List Search Page 2 of 2 0010862I ST AID jiu u� Total of 2 Records Matched. Search Aaain Definitions [Contact: dbakely@state.ma.us] [Sites] [BWSC Publications] [BWSC Home] [DEP Home][Privacv Policy] htq)://www.mass.gov/cgi-bin/dep/wscreport.cgi /14/20 g 6 04 Results from MA DEP BWSC Site List Search Page 1 of 2 . { tl ' �ds I,I�i�yP,bCf�i Site/Reportable ReleaseLook Up • RTN: 4-11972 • Site Name/Location Aid: • Street: • City: • Status: • Chemical Type: Search Results- Release Site Rel Tracking Release Reporting Notification Compliance se RAO Chemical Tra4 City/Town Name/Location Date Pha Number Address Aid Category Date Status Class Type Nur TN) 156 4- BARNSTABLE- IYANOUGH MOBIL SER 120 DY 0011972 03/16/1996 O 07/01/1996BARNSTABLE RD STN#01-QJH 001 Total of 1 http://www.mass.gov/cgi-bin/dep/wscreport.egi 6/14/2004 ' Results from MA DEP BWSC Site List Search Page 2.of 2 Records Matched. Search- AaainDefinitions� � [Contact: dbakely9state.ma.us] [Sites] [BWSC Publications] [BWSC Home] [DEP Home][Privacy Policy] http://www.mass.gov/cgi-bin/dep/wscreport.cgi 6/14/2004 hf�' Results from MA DEP BWSC.Site List Search Page 1 of 2 p, ,s�, II w „ site/Reportable Release Look Up • RTN: 4-13422 • Site Name/Location Aid: • Street: • City. • Status: • Chemical Type: Search Results Release Site R Tracking City/Town Release Name/Location Reporting Notification Compliance RAO Chemical Tr Number Date Phase Address Aid Category Date Status Class Type Ni TN) 4- BARNSTABLE- 156 r STABL EARNSTABLE-1EHYANNIS IYANOUGHOBIL10/09/1997 TIER 1C 10/16/1998 Oil RD TION 00 Total of 1 http://www.mass.gov/cgi-bin/dep/wscreport.cgi 6/14/2004 Results from MA DEP BWSC Site List Search Page 2 of 2 Records Matched. Search A ain Definitions [Contact: dbakelvnustate.ma.us] [Sites] [BWSC Publications] [BWSC Home] (DEP Home [Privacy Policy] http://www.mass.gov/cgi-bin/dep/wscreport.cgi 6/14/2004 r-- tcesults from AIA UEF B W SU Site List Search Page 1 of 2 r 3u tt �r i III I ,�r r.i r rn ti s. Site/Repo.rtable Release Look Up • RTN: 4-15997 • Site Name/Location Aid: • Street: • City: • Status: • Chemical Type: Search Results Release Site Rel Tracking Release Reporting Notification Compliance RAO Chemical Traf City/Town Name/Location Date Phase Number Address Aid Category Date Status. T Class Type Nut 4- BARNSTABLE- 156 AIRPORT 0015997 HYANNIS IYANRD MOBIL TWO HR 01/23/2001 RTN CLOSED 06/01/2001 Oil 1 L001: Total of 1 http://www.mass.gov/cgi-bin/dep/wscreport.cgi 6/14/2004 - r Results from MA DEP BWSC Site List Search Page 2 of 2 Records Matched. Search---Ae�ain Definitions--- [Contact: dbakelyna_,state.ma.us] [Sites] [BWSC Publications] [BWSC Home] [DEP Home][Privacy Policy] ht tp://www.mass.gov/cgi-bin/dep/wscreport.cgi //www.mass.gov/cgi-bui/dep/wscreport.cgi 6/14/2004 V R(1 11V. 1 L J 1� � O Cti4S Cam' Pam. .O-M;U— S R Lt✓ �2�crMEI\(•� 22. MIS tyFOUS This agreement, executed In several cuunterpitrl urigirutls is to be consented as a Massachusetts contract, sets forth the entire contact between the parties, is binding upon and inures to the benefit of the parties hereto and their respective successors and assigns, and may be canceled, modified or amended or�1y by a written instrument executed by both the Seller and the Buyer. The captions and marginal notes arc Wd only as a matter of conveuieum dial tre not to be considered a part of this agteement or to be used in determining the intent of the parties to it. 23. .SELLER'S DELIVERY At or prior to the elosiiyg, the S�Ucr shall dcluver to the Au follow'er the y ing in form and substance reasonably satisfactory to Oie Buyer, Buyer's lender and Buyer's title insurance company: (a) duly executed deed ennteinplated by S ction 9, together with a Trustee's Certificate and any other documentniion necess4ry And 4ppropriate to evidewe the authority of the Seller to wtnplrtc t110 tr4m4f ton c uritetnplatad herein; - (b) duly executed parties-in passession and nOchanic's liens title insurance affidavit and indemnity related thefeto in the f4m requested by the Buyer's title insurance company; (c) duly executed non foreigtl Certification. in the form Prescribed b Y IRC Section 1445 ! e y and the Treasur gulattons adopted thereunder; (d) duly executed assignment and assum p4on of the Permits and of all of the rights of the Seller thereunder executed together with Buyer; (e) duly executed fan r' t 1 uYa have iu the Current Lease andlor with o respec ORrant Tenant, as to ratnoval of property on the Premises, a VirOnniftflUmAttisre or otherwise. together with an indemnification from the Se-Ter as to any matters arisit8 in connection with the.Ctiurrern Lease atndlor the Currcat`)t eaa R, all in form':and substance satisfactory to Duyer.and Buyer's lender; (� duly executed assignment of all of Seller's rights under the Enviromnental Documents and all warranties or guara'nteeR relating to the PretniseR, if any; f : i (g) such other documents, certificates or a ftidavfts as are rea ably and customarily required by the Buyer's dmuwy, len*r or title insurance tympany. 24. SELLFWN C00UMMON Upon request by Buyer. Seller shall reasonab� cooperate with Buyer as necessary to facilitate the Buyer's development of the Project acid assist the Buyer in obtaining the Permit$, i a - a M Seller has delivered to the Buyer any and:ali documents relating to the environmental �` r, z r condition of the Premises, including, witt{out Iirnitatiuu, any indemnification or other .,,. agreeuionts with the Current Tenant, and/or its predecessors and/or successors, or otherwise (collectively, the "Eaviroumen(al Documents"), and hereby repregenrs and warrants that there are no such indemnifidation agreements in any documents other =X than as provided in the Current Lease auV3 RE gpwA v y the Seller in this Section 20 shall (a) have been tnie and correct when made, and (btrue and Correa as of the day of closing, otherwise the Buyer may, at the Buyer's option, c�ncul this agreement, in which event all deposits made hereunder shall be forthwith refundied to the Buyer and thereupon this Agreement shall be void and without further rCcoµrbe to the parties hereto; except any and all claims for damages or other rights or remedies th4 Buyer may have against the Seller arising out of or alleged to have arisen out of such breach of warranty or misrepresentation shall survive such cancellation. Each and every warranty and representation made by the Seller herein shall survive the delivery of the deed hereunnder. 21. NOTICES Whenever any notice is required or permittedhereunder, such notice shall be in writing and shall be sent by United States registered or ce fied mail, postage prepaid, return receipt requested to the addresses set forth in Section 1 of this agreement, together with a copy in/lie caso of the Seller to: as well as a canfuuued fausimily transmission to(4pl) 433-6411; and a copy in the case of the Buyer to: Shari L. Lobe, Esq. Nutter, McClennen&Fish, LLP Rte. 132 - 1513 Iyaanuugh Ruad P.O. Box 1630 Hyannis, Massachusetts 02601 . with 9 confirmed facsImile transmission.to(508)771-8079. 3 Any such notice so given shall be deans/given o4 the date such uutim is dcpusited with the U.S. Postal Service. -Either parry may, by notice iyen to the other party, designate a new address to which notices shall be sent, and thereafter notices shall be sent to the address most recently designated by Ruch party. Either party may elect to hand deliver any such notice, demand or request provided that a duly authorized 1writtcn aclrnowlodgmcnt of M' Cipt is ob%lucd, In which Cveut die nutico h dcomed given upon such receipt. . g . i I RIDER ATTACHED TO AND FORi,iTTG PART OF CO-952C LEASE DATED 19 73 FROM Al=DER RUMPLER AND CELLO F. RU:+PLER A3 LANDLORD, TO MOBIL OIL CORPORATION, AS TENXTT, OOVERIPTG PREMISES AT THE CORNER OF. RT. 28 AND YAFC40UTH t, ROAD IN THE TOWN OF BARNSTABLE, COUNTY OF BARNSTABLE AND STATE OF MASSACHUSETTS. el r e e d 28. 29. f d _ - 30. Tenant agrees to indemnify Landlord from and against all, claims, demands, and liabilities based on damages or injuries to roersons or property occasioned by the ne.-ligence of tenant,' its agents or emplo rees ; � � , .� the conduct and _on of ten3_n t r; business on said -Premises.V I RIDER ATTACHED TO AND FORMING PART OF CO-952C LEASE DATED JUNE 15, 1973 FROM ALEXANDER RUMPLER AND CELIA F. RUMPLER AS "LANDLORD, TO MOBIL .OIL' CORPORATION, AS TENANT, COVERING- PREMISES AT THE CORNER OF RT. 28 AND YARMOUTH ROAD IN THE TOWN OF BARNSTABLE, COUNTY OF BARNSTABLE AND STATE OF MASSACHUSETTS . Tenant will save and hold the landlord harmless and indemnified all times against any and all expenses, losses, costs, damages, and .ens under any claim by any person or corporation or municipal or )vernmental authority based upon or growing or arising from. the !nant' s negligent use, maintenance, control, construction of building, occupation of said demised premises, and against any liens, for- !iture, fine, loss, cost, damage, and expenses caused by the tenant' s :cupancy of the demised premises, or .by the tenant' s refusal or neglect comply with any law, statute, or ordinance, present or future. 35 t ' I WASTE WATER FLOW ANALYSIS 156 IYANNOUGH ROAD, HYANNIS, MA EXISTING USE 1. GAS DISPENSERS = 300 GALLONS PER DAY (4 X 75 GPD [4MPD]) WITH PUBLIC RESTROOMS 2. ONE SERVICE BAY X 125 = 125 GPD 3. CONVENIENCE STORE - 750 SQUARE FEET = 37.5 GPD 4. TOTAL EXISTING = 462.5 gpd PROPERTY USE ANALYSIS 1. 3 DISPENSERS X 75 GALLONS PER DAY = 225 GPD[OR WITH NO PUBLIC RESTROOMS = 0] 2. CONVENIENCE STORE - 600 SQUARE FEET X 50 GPD/1000 SF = 30 GPD 3. DRIVE-THRU WINDOW (NO SEATS) = 150 GPD 4. TOTAL PROPOSED = 405 GPD (W. PUBLIC RESTROOMS) - 180 GPD W/NO PUBLIC RESTROOMS NET RESULT • DECREASE OF BETWEEN 57.5 AND 282.5 GPD NOTE: SECTION 3-4 ONLY APPLIES TO INSTALLATION OF A NEW INDIVIDUAL ONSITE DISPOSAL SYSTEM AND SHALL NOT INCLUDE MAINTENANCE, REPAIR OR ALTERATION OF AN EXISTING INDIVIDUAL ONSITE SEWAGE DISPOSAL SYSTEM." NOTE DATE OF ADOPTION: NOVEMBER 7, 1987, AMENDED THROUGH NOVEMBER 1, 1990 - FACILITY IS A PRE-EXISTING, NON-CONFORMING STRUCTURE AS TO ARTICLE XLVII. 1335024.1 TOWN OF BARNSTABLE . 37 SQ• MENU BOARD (DUNKIN DONUTS) PARCEL 'ID 328 151 GEOBASE ID 24526 ADDRESS 156 IYANNOUGH ROAD/RTE28 PHONE HYANNIS ZIP — i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY I PERMIT 87225 DESCRIPTION I 37S ' MENU SIGN. PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: BEAUMONT FREDERICK E. De artmentof ARCHITECTS Regulatory Services TOTAL FEES: $50.00 BOND � CONSTRUCTION COSTS $.00 TME 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * BA MSTABM Mass. EC 39. MA'S BUILDING DIVISION Y DATE ISSUED 09/29/2005 .EXPIRATION DATE � Q. i uv i V Irll V1 ""I 113LaLP1C Department of Health, Safety and Environmental Services KABL 1659. peg' : Building Division - rED 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer Application for Sign Permit Applicant: "�ewf�iA.) Assessors No. Doing Business As: A1--1ki Telephone No. Sign Location Street/Road:__1 Zoning District: Old Kings Highway? Yes/ Hyannis Historic District? Yes o Property Owner Name: Telephone: Address: O,le P��� c� �/Y��/D��> Vill ge: Sign Con ctor Name : .Silk Co Telephone. .S00',9'!q1a --/7d/ Address:qd'O ,yo�1l� S7' r Village: WeW 2,cd4ro -mf- 0 7vo Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? e /No (Note:ff'ves, a wiringpermitis required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that-the,information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. _ f Signature of Owner/Authorized Agent: Date: 7�'Sr Size: 3 2,Le ,l z7Py� Permit Fee: Sign Permit was approved: Disapproved: ' Signature of Building Official: Date: G-2q-L'!S7 Signl.dac rev.8/31/98 s �/ae �om�nw2icuec�Q .ol ,7 AMM BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Numtier, C5; 021762 '. -B�rt�tdate,���8/Q�t`1958 J, X0 r+es; 7a8/03�2Q07 ' Tr.no: 1131.0 ' R�strtct�d QQ :� FREDERICK`E B A'11ONT fi 142 4W B0ST0"f, /1 G— FAIRI'AVEN, MA 02719 - Commissioner � _ i -cr co va usiuua p. 3 P� Beaumont Sign CO. ,c 'Cif Siw- Signs o1 Quality' 200 North Street, New Bedford,Massachusetts 02740 Tel:508-990.1701 • fax:508-993.32,30 Toll Froe:1-800.474-1701 MEMO TO: Eliza Cox FROM: Rick Beaumont DATE: September 26, 2005 RE: Christy's / Dunkin Donuts, Hyannis Liza, r Here are the calculations for the-sign permit. Wall facing Uyanough Road: 10' x 46' = 460 Square beet Wall facing Yarmouth Road: 10' x 35' - 350 Square Feet Total square feet: 810 Square Feet Total allowed signs for each business is 81 Square Feet Signs already permitted and fabricated for Christy's: 43 Square Feet Signs for Dunkin Donuts already permitted and fabricated: 42 Square Feet Balance allowed for menu: 39 Square feet Menu size: 63" x 84" = 37 Square Feet Please call with any questions or comments. Thank you, Rick Beaumont r M' Nutter Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox c@nutter.com a September 26, 2005 #100848-14 Tom Perry, Building Commissioner CD Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Christy's/Dunkin Donuts - 156 Iyanough Road, Hyannis Menu Board Signage Dear Tom: Thank you very much for meeting with me recently to discuss the Town of Barnstable signage code as it relates to the size and construction of a menu board sign for the Dunkin Donuts at the above-referenced property. Subsequent to our meeting, I have had several discussions with Rick Beaumont, the signage consultant for the project from Beaumont Sign Company, to discuss what may be permitted on the site. In that regard, I enclose herewith copies of the proposed elevations of the building showing the facades that have frontage on a public way. As noted thereon, the scale for these drawings is '/a inch equals 1 foot. The building wall facing Iyanough Road is approximately 46 feet in length. In addition, the building wall facing Yarmouth Road is approximately 35 feet in length. Utilizing the building wall determination as set forth in Section 240-62(E) of the Code, the total amount of building face or wall fronting a public way is approximately 810 square feet. Accordingly, based upon Section 240-65(C) of the Code and our meeting, the maximum signage for each business on the site would be limited to 81 square feet. To date, with the building sign and the pylon sign, the signs already permitted and fabricated for Dunkin Donuts is approximately 42 square feet. As such, the balance allowed for the Dunkin Donuts' menu board would be 39 square feet. I also enclose a copy of the proposed Dunkin Donuts menu board for the site. In addition, I have also enclosed a calculation prepared by Beaumont Sign Company setting forth these figures. As indicated thereon, the proposed menu size is approximately 63 inches by 84 inches for a total of approximately 37 square feet. As denoted on the enclosed menu board elevation, the area is indicated at 37.11 square feet. Accordingly, based on our meeting, it would appear that the proposed menu board may be permitted on the site in that it is less than Nutter McClennen & Fish LLP . Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 a Fax: 508-771-8079 ■ www.nutter.com Tom Perry, Building Commissioner September 26, 2005 Page 2 39 square feet. Kindly contact me with any questions or comments regarding the enclosed materials or analysis. Otherwise, our signage consultant will begin to take the necessary steps to apply for a sign permit for the proposed menu board. Again, thank you very much for taking the time to meet with me to review this project P and the signage code. I really appreciated your time and clarification. With best regards, I remain, Very truly yours, Eliza Cox EZC:cam Enclosures cc: Patrick McKeown, Christy's of Cape Cod (w/enc.) Rick Beaumont, Beaumont Sign Company (w/out enc.) Patrick M. Butler, Esq. (w/out enc.) 1465810.1 IIJ Nutter Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox@nuiter.com September 26, 2005 #100848-14 Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Christy's/Dunkin Donuts - 156 Iyanough Road, Hyannis Menu Board Signage Dear Tom: Thank you very much for meeting with me recently to discuss the Town of Barnstable signage code as it relates to the size and construction of a menu board sign for the Dunkin Donuts at the above-referenced property. Subsequent to our meeting, I have had several discussions with Rick Beaumont, the signage consultant for the project from Beaumont Sign Company, to discuss what may be permitted on the site. In that regard, I enclose herewith copies of the proposed elevations of the building showing the facades that have frontage on a public way. As noted thereon, the scale for these drawings is '/4 inch equals 1 foot. The building wall facing Iyanough Road is approximately 46 feet in length. In addition, the building wall facing Yarmouth Road is approximately 35 feet in length. Utilizing the building wall determination as set forth in Section 240-62(E) of the Code, the total amount of building face or wall fronting a public way is approximately 810 square feet. Accordingly, based upon Section 240-65(C) of the Code and our meeting, the maximum signage for each business on the site would be limited to 81 square feet. To date, with the building sign and the pylon sign, the signs already permitted and fabricated for Dunkin Donuts is approximately 42 square feet. As such, the balance allowed for the Dunkin Donuts' menu board would be 39 square feet. I also enclose a copy of the proposed Dunkin Donuts menu board for the site. In addition, I have also enclosed a calculation prepared by Beaumont Sign Company setting forth these figures. As indicated thereon, the proposed menu size is approximately 63 inches by 84 inches for a total of approximately 37 square feet. As denoted on the enclosed menu board elevation, the area is indicated at 37.11 square feet. Accordingly, based on our meeting, it would appear that the proposed menu board may be permitted on the. site in that it is less than Nutter McClennen &Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com Tom Perry, Building Commissioner September 26, 2005 Page 2 39 square feet. Kindly contact me with any questions or comments regarding the enclosed materials or analysis. Otherwise, our signage consultant will begin to take the necessary steps to apply for a sign permit for the proposed menu board. Again, thank you very much for taking the time to meet with me to review this project and the signage code. I really appreciated your time and clarification. With best regards, I remain, Very truly yours, y Eliza Cox EZC:cam r Enclosures cc: Patrick McKeown, Christy's of Cape Cod (w/enc.) Rick Beaumont, Beaumont Sign Company (w/out enc.) Patrick M. Butler, Esq. (w/out enc.) 1465810.1 �� 5`b, i k TOWN OF BARNSTABLE 48'SQ'FREESTANDING & (2) FACADE SIGNS(CHRISTY'S-DUN DONUTS i PARCEL ID 328 151 GEOBASE ID 24526 ADDRESS 156 IYANNOUGH ROAD/RrE28 PHONE ZR HYA01 S ZIP - LOT BLOCK LOT SIZE DBA DEVE'LbPMENT DISTRICT HY PERMIT 86530 DESCRIPTION FREESTANDING/WALL SIGN PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: BEAUMONT FREDERICK R. ARCHITECTS: Department Of Regulatory Services TOTAL FEES: $150.00 BOND � CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * BARNSTABLE, • _ Mass. i6gq. Ep�l A ' BUILDING DIVISION BY o DATE ISSUED .08/29/2005 EXPIRATION DATE L liv 1 V rr 11 V1 Lail Il►JLaLP1C BAMAM Department of Health, Safety and Environmental Services �0g Building Division 3 ' Fo raa't� 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer Application for Sign Permit Applicant: r�rr�i cIc /�c%G e„c,,� Assessors No. 3a 9 ' 1,71 Doing Business As: '11r157'Aol elephone No. Sign Location Street/Road: Zoning District: Old Kings Highway? Yes&--, Hyannis Historic District? Yes Property Owner Name:_ zeo't"'f.^p '�U L641''er Telephone: Address:_ a ellwe /lv?�r are. ��� t. C�c�ihtti Village:_ 0di244Z4p 12,E, (��3 o.,ve Pdpl( d?arN —Sd�fg M6 Sign Contractor Name: A,0,4 vmn.4L Si/.D o Telephone: Address: �W'Oorjy Sr Village: 0&/ A-llrllr rQ 1;174 /1 1 jo Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? S o (Note:Ifyes, a wiru2gpermitisrequired) I hereby certify that I am the owner or that I have the authority of the owner to make this . application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent:45 U Date: t`4!�— Size:Alan - N)rm-, u�((= 2�y `�x��sJ G�l�N �� S' Permit Fee: �Ce ,917��i/pd 5/C8>`cF/eS Sign Permit was approved: " Disapproved: Signature of Building Official: Qzz Date: r 2,0 PC-( Signl.doc rev.8/31/98 f Sign Calculations for Christy's /Dunkin Donuts 156 Iyanough Rd. Hyannis, MA Elevation facing Iyanough Road: Storefront measurement are 12' High x 46' Long = 552 Square Feet Gable on this elevation is 10' High x 24' Long= 120 Square Feet Total wall square footage on the Iyanough elevation = 672 Square Feet Yarmouth Road elevation: Building frontage on this side is 12' High x 46' Long= 552 Square Feet Total frontage on the Yarmouth Road elevation = 552 Square Feet Total square footage of both public way elevations = 1,224 Square Feet. Total amount of signage allowed for signage = 100 Square Feet (Max) Dunkin Donuts sign proposed is`2' 2"x 8'0" = 17.34 Square Feet Christy's sign as proposed is 2' 4"x 8'0" = 18.66 Square Feet Proposed pylon (Not more than 50% of total signage) 6' x 8' = 48.00 Square Feet Total of proposed signage for building and freestanding sign = 84.00 Square Feet The above calculations show that all proposed signage will be within code. The existing pylon will be cut down to have a maximum height of 12' which also conforms to the sign code. PROPOSED PYLON TENANT SIGN ft DUNKIN D ONUTS DRIVE TH RU 6ft EXISTING POLE 6ft t uertt: Fft Name: bate' 8-26.05 ® FERN&SON CHRISM HYANNIS �ea►umOno Address or Lo a*m: Scale: ,_ r S edMnd,M�/N� ®COPYRIGHT Beaumont Sign Co.,Inc. ApprovedBY As Is: Noted: &Alffmi 200 North St. New BA.,- noDENOISinPROWTOFBEW110MFSIGN 0..IML ALL P flON As 508�99o-17Q1 .51 9l 3?30 AND Oummnw ROWS Me RESBRM"B M=ff SBII CO,INO., Revision N. �(��� Sheet�f M MWO FM pE OrAM MOM OR MUM USE RROANY F�AROOOM. 001 1-810-4M-lM OUIS ... .. PROPOSED INTERNALLY LIGHTED INDIVIDUAL LETTERS SIGN DUNKIN o � 2 ft 2ft4in PROPOSED INTERNALLY LIGHTED CABINET SIGN Client: File Name: Date: ® FERN&SON CHRISTY'S HYANNIS 8.26.05 Address or Location: Scale: co. 3/8"=1' ���' �� ®COPYRIGHT Beaumont sign Co.,Inc. ApPfOved B)r As Is: As Noted: 200 North St. New Bedford,MA..- THIN DESIGN 18 THE PROPHITY OF SEAUNIONT LION CO.,Oft ALL PR000CTION 508-980-TM FAx 5S-983ti9290 MO OUFUCATION MONTE ARE RESERVED BY MINNOW SIGN CO.INC. Revision AT: Sheet M: THIS FRUIT IB MBIONED FOR YOUR PERSONAL USE AND IB NOT TONE USED 002 1-8Oo-4'At TA" OUTSIDE YWN OROURATION OR ETIHIBRFD IN ANY FASHION. The Commonwealth of Massachusetts `J; (. Department of Industrial Accidents 1I Wes of/HirSONVONS 600 Washington Street. Boston,Mass. 02111 Workers' Compensation Insurance Affidavit ' name: location: city nhone# I am a homeowner performing all work myself. .1 am a sole proprietor and have no one working in any capacity ' f i 74'Jr# elw wwawrwwwiww, am an employer providing workers' compensation for my employees workin;on this job. comoanv name• �v�+/�iylF',/f f" �i�,tJ G address: 200 ir7 r fl� ST city: x/PGST�_L��2 /l�'i/ �� iJ9� 91 71 o- phone tf insurance co. / f/A�T ^aC policy# R? G P 052-7c , I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the followin(z workers' compensation polices: comoanv name: address: city: — phone#: insurance co. policy# company name: address: city nhoere;#• insurance co, oolicv# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine ofS100.00 a day against me.. I understand that a copy of this statement may.be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify u er the-pains and penalties of perjury that the information provided above is true and correct Signature ,/, Date Print name_�` ✓� ��T/�-d' Phone#--V� L 17Ql J!o=frli-1 use only do not write in this area to be completed by city or town official city or town: permit/license#, -IBuilding Department ❑Licensing Board Q check.if immediate response is required []Selectmen's Office OHealth Department �'. contact person: phone#;_ rIOther (reviled 3M P1A) i ��ie �am�mo7cusea�.o�./�abaa�euoeld BOARD OF BUILt)ING REGULATIONS License: CONSTRUCTION SUPERVISOR Number CS 021762 B rthdate fO&fb3j'1953 �E�fps 0 8/03Q07. Tr.no: 1131.0 FREDERICK'E BE3� tltIONT 11;. f 142-NEW BOSTON.Fj�S�, !: FAI41 Rf�AVEN; MA.02719. commissioner t1 - � o �' �-' •' This is the existing sign. We will cut the head off and lower the pole so that when we install the new 6'x 8' sign,it will be 12' high overall and with the sign code. ;p The gable where the arrow is pointing is where both the Dunkin donuts and the Christy's sign will be mounted 3a �`� - r t : n I . Y e t y /�Baskln MDUNKIN' f/1Rob bins. ppNUTS" ► I ti. 1, x 4 m,vwr:L.lii' l s _ - � F d • r 4� 4 ,ate c i 9} "' '' .+x.."'-"'�� i�+ ���V .,"r 1+c ) L Y x1�'T.p� 4�• 1s`' -tl l$•e"+ .«�',��.+�.. :. n t` �.-��r � �� �''. r ^. «wei k 471 F. .• �.� . '.1C .re�- .'sr'f e'y, r W r ►' �' �{". � t� c _.« t �., «.t r a, 'S Y' .c ':•,i! Rit x S - -i :� � .,. h r' ^� K� _ r� ...'k. .....a•�.. .t, .y�us, b;`t •7 y °'X. ' -r:', •( i'e' «. f:. ' s,T-. :!.-..Gx„1'+`wYw •i�x .d: +4 ,). �.E.t +•`?9�! 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NIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 87842 DESCRIPTION CERT OF OCCU #84599) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 p� CONSTRUCTION COSTS $.00 ' 756 CERTIFICATE OF OCCUPANCY . 1 PRIVATE 1 0- ivsia'sLF. „ Mass. � I 1639. r FD MA'S f BUILDING DIVISION BY ' t DATE ISSUED 10/24/2005 EXPIRATION DATE . .w. 1 , �OWN 'OF BARNSTABLE :BUILDING PERMIT PARCEL ID 328 151 •OEOBASE ID 24526 " _ADDRESS 156 IYAI HOUGH IAD/RTE28 PHO NE' HYANNIS ; $' ZIP - LOT '.may, BLOCK . LOT SIZE DBA DEV .OPMENT DISTRICT HY PERMIT 84599 DESCRIPTION DUNKIN DONUTS-CHRISTYS MARKET FAIN BLDG PERMIT TYPE BREMODC TITLE COMMERCIAL ALT/CONV" CONTRACTORS:- REBELO, PAUL G F Department of 'ARCHITECTS: Regulatory Services TOTAL. FEES: f $2,798.70 BOND , $.'00 THE CONSTRUCTION :COSTS $327,,000.00 •437 NONRES./NONHSKP ADD/CONV 1 PRIVATE ;.F0�'_ * BAMSTABLE, + C� C.® E37842— f BUIL,DIN �f'DIVISION BY, �n DATE ISSUED 06/03/2005 EXPIRATION.-DATE =`- CJ TOWN OF BARNSTABLE Ilk BUILDING PERMIT cr Yli �. .:, PARCEL ID 328 151 GEOBASE ID 24526 ADDRESS 156 IYANNOUGH ROAD/RTE28 PHONE— HYANN S ZIP — y LOT �` BLOCK - _ LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT .84599 DESCRIPTION DUNKIN DONUTS-CHRISTYS MARKET MAI BLG I PERMIT TYPE BREMODC TITLE COMMERCIAL ALT/CONVrjf ' ` c CONTRACTORS: REBELO, PAUL G ARCHITECTS: p De artment Of � Regi6latory Ser-vlrces TOTAL FEES: $2,798.70 BOND- $-00 gar (CONSTRUCTION COSTS $327,000.00 r 437 NONRES_')N0NPfSKP ADD/CONY 1 PRIVATE I * L�_ Y BARNSTABLE, • MASS. BUILDING-'iDNISION BY DATE ISSUED ,06/03/2005 EXPIRATION DATE r THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR .ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED /\ �1 FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED-ON JOB AND 1 FOUNDATIONS OR FOOTINGS /THIS CARD KEPT POSTED UNTIL FIN INHERE APPLICABLE, SEPARATEAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF'OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). ,PA:NCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 4.FINACH- 3.INSULATION. INSPECTION BEFORE OCCUPANCY. OUP IE jTlL''IN�ECTN E�MADE. 1- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS EL CTRIC/AL INSPECTION APPROVALS Q(C 7 -(g-0 1 0:1 Fi 1 G(�J��C ✓dam OK _-� _a 3 ,i 1 ATING IN PE ION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH waePRA11 R�lti ��.,d �6 U 101 6 It L d +'" "'• @ SITE PLAN REVIEW APPROVAL OTH,]1R;�L. sm WORK SHALL N0,f,9PROCEEdU IL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR RAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r I ' i r � I I 10" 84-1/4" 37-1/8" 10" 37-1/8" - 1 � nnnnMM fv1 Illuminated brand panels have oVaaoa0 polycarb.faces,decorated w/ D o 10-15/16" f �Y1�� a 1�t f translucent vinyl;back lit with 15' E r Y ' fluor.lamp. 61-1 63AIILILIIIED DOMIECQ nS'�Y W tandard . DD Combo DD Combo adjustable ° Photo Photo angle non- Illuminated �= extender s 35-3/4" DUNKIN' DONUTS # DD Combo DD Combo r° DONUT POP PHOTO S 63-7/16" x. Photo Photo ° POP PHOTO 52-13/32" r } Y S•, 8. 11 3 x DD Combo DD Combo � Photo Internal Photo {� DESIGN CONTROL DOCUMENTS _ x� o Steel THESE DRAWNGS ME FORIMAGE DESIGN GUIDANCE structure x ONLY.IT 15 THE RESPONSIBILITY OF THE ARCHITECTS - T�'�'a AND ENGINEERS RETAINED BY THE FRANCHISEE i0 for bolting > vaT �rY�ti PREPARE ALL NECESSARY CONSTRUCTION together �, bOCUMENTSFORTHEPARACULARPAOJECT LOCATION,ALLIED DOMECQ QSR,iHflR AGEN/S modules Cabinet grade hidden ;��,�Fs � �`�.�' s f* ANDEMPLOVEES,DONOTWARRAMTHEACCURACV g hinges on left slde of 4 t �xthrf6F{A n �f � < ' "Express Dozen" I �TMEDRANANGS,NORDOESALLIEbDOMECQ. .� �r�a`"w'� � ,y}. Y� `{ .t ,r QSRGUARANTEETHATTHESEDRAWINGSANDTHEIR module,top and I �, 7 ��• Gt Minl'-Extender rr COMPONENTSMEEFTHEREgWREMENiSOFANYu bottom(typical) , t,ly ,rx �, 11 7/16 FEDERAL,STATE OR LOCAL LAWS,REGULA710N5, oRDINANCFS,BUILDING CODES OR INDIVIDUAL SIrE s �x � c � �? �� �� v> �� CONDInONS.IT IS THE SOLE RESPONSIBILITY OF THE .+::` ''� .#'�`•` i.� .',r �,. .1" ` '1 '#,o A�'+',x�'T z. FRANCHISEE ANDOFTHEARCHIIECISANDENGINEERS RETAINED BY THE FRANCHISEE,TO ENSURE COMPLIANCE WITH ALL APPLICABLE LAWS, REGULATIONS,ORDINANCES,CODES AND OTHER �—Flex Grid menu panels allow 15 3/4"" REQUIREMENTS INCLUDING,DlsaeamEs ACT.INCLUDING,WITHOUT LIMITATION, reconfiguring of translate locations and.- Extruded alum door frame. AMERICANS WIT ' menu s; •• -• - • - Clear,mar-resistant polycarbonatendow. No' Revisions/Submission Date polycarbon listings; menu s Grids u slats and rotating wi Southoo phillips head self-captivating "° - '- -' - - 2 " price tape capsules;All grids are 24"x retaining screws(2 per door).Door springs 16"and ptd, Pantone 222C Plum open for access. GENERAL SPECIFICATIONS Area in sq ft(•eomd'9 daddy 6wdndr:) 37.11 Lumens per module 21,600 Lumens per Sq R 1321 °O1 N T S Voltage 120 V Drawing Title SINGLE BRAND SECTION VIEW VINYL&PANTONE COLORS Circuits(per module) 1-20Arrp D!T MENU BOARD Cabinet and claddina;match Pantone 222CPlum 56-1/4' CLADDING La nips per module (3)60"CW WITH SPEAKER PANEL Doorframes:match Pantone 1650 Orange Nbx Design Wind Load 30 PSF Scale Drawing No. Dunldn'Donuts Est.Weight of Crated Sign(bs) 924.94 Not to Scale Logo: Crated Volume of Sgn 95.28 Drawn W-1 A VT 2790 3M vinyl(Pantone 165C Orange) VT 2577 3M vinyl(Pantone 219C Raspberry) OVERALL DIMENSIONS OF SIGN: Menu strips:Headers and Listing strips are Pantone 222C Plum. Height 87.4375" Date Cad File Width. 84.25" Oct 2003 aT Menus Ott 03 Depth 101, 15 } �.. •:. .:,. .. .. �� a4,r`�f � � a x J' y 3t ey y. 3� a '. '_ �n>ni�"; fff �w i d. '' '�r i 4y J' r•Y�����}�t 1���'�4` � �a. V4* �4 i:`y` -. C it ��s'.'��#,,,,°�-�y ys`3•'rSrK�,��"an��i d,a'S,K��s;,a t.�iA,�ka`+r.amr t'7Et��$y.z�ty�£,n+,g,t+.�f.��+b e��,y 1 t��x�'ds xks'`la'`7'i�:7't{1tax'a'tMit r tM3 7v�rns trixt 7 x T�a.'i,y nt`�f�u,'^utF''u��."`�"t•' ` Bi-1/4 a 37-1/8- 70ar 37-1/8 ..33. 3, /i, illuminated brand panels ha ( 4� 10-15/16 "r* �(t� >�t,r.� r, ve h� pOlycarb.faces.decorated w/ . r lucent vinyl;back lit with x 8t i;:, fluor.lamp. w ,; I'V\L,L kti•. �Cp u.nxx•,. 5s�i,^ e , ut, • M1 r DD Combo DO Combo , • Photo Photo 4.1 t• DO Combo 63-7/16" DO Combo f' Photo Photo " 52-1 Internal DO Combo DO Combo Photo Photo o steel structure DESIGN CONTROL DOCUMENTS for g i•>. THEW DRA _. GS;.;,a, _ AIiEFORIM l AGE ar_c a,," DESIGN a Li.:c.. , �J:r' GUI - s z ...., f, ONLY.IT ARCHITECTSF THE modulbolting r Is TH E i` " `` y AND ENGINEERS RETAIN"BY1HE FRANCHISEE 10 together Y Z 4 I PREPARE ALL NECE Ry CONSTRUCTION together Cdbinetgradehidden � �a� w DOCUMEMBFOATHEPARFLCQULgRPROJECT j hinges on left side of �rz� Ii{� � a x4 aaT�� k LOCATION,ALLIEDDOMEC QSR,p{DRgGENiS module,top and +U 4rcryYr + ji t `h r C fI r AND EMPLOYEES,DoOMEC ARRAMIHE ACCURACY — bottom(typical1n�,p 4'A F �I'L T�i� xr�y. k. OF THESE DRAWINGS,NOR DOES ALLIED DOMECQ N~+ QSR GUARANTEE THAT THESE DRAWINGS AND THEIR c i AT ?r• + r COMPONENTS MEET THE R`e'11 EMENTS OF AN FEDERAL,STATE OR LO Y b� ORDINANCES,BURDING CODES REGULATIONS STIE CONNITONS.IT IS THE SOLE RESPONSIBIIIIY OF THE T t.;..;� ,•,: FRANCHISMANDOFiHEARCHIIECTS AND ENGINEERS Flex Grld menu anels allow RETAINED BY THE FRANQHISEE,TOENSURE ' COMPLIANCE WRH ALL gpPUCABLE LAWS, reconfigurfng Otptranslite locations and REGULATIONS,ORDINANCES,COOESANDOTHER menu listings;Grids utilize Changeable \ REQUIREMENTS,INCLUWN E' ODEWITHOUT LIMITATION, • •• . `-Extruded alum door AMERICANS UYIM OISABUR Clear, flame. rEsacr. polyCarbonate menu slats and rotating -• _ ,mar-resistant polycarbonate window. No• Revislbns/Submiasion 2 rice tape capsules;All rids are 24"x SGuthoo Phillips head self-captivating Date p g • • retaining screws 2 16"and ptd. Pantone 222C Plum ( Per door).Door springs open for access. GBV@tAL SPIWIFlCATIONS Area in eq ft(aamd`ydedags.,dndrq 37.14 N TS Lumens per module Lumans per Sq Ft 21,600 SECTION VIEW Voltage 1321 Drawing Title a� VINYL&PANTONE COLORS Circuks 120 V Cabaret Mdeladdina match Pantone 222C Plum (permDdule) 1-40A� SINGLE BRAND Doorframes:match Pantone 165C orange �i 'x Lamps per module D/T g 56-1/4 CLADDING - Max (3)Sol,Cw WITH g MENU BOARD Duman'Donuts Dasbn wJnd Load 30 P5F Scale SPEAKER PANEL Logo: Est.Weight of Drawing No. VT 2790 3M vinyl(Pantone 185C Orenge) 9 Crated Sign(bs)' 924.94 Not to Scale VT 2577 3M Ylnyl(Pantone 219C Raspberry) Crated Volume Sjge Menu strips:Headers and Llsting strips are Penton 222C Plum, 95.28 Drawn �/-1 A OVERALL DINBdgiONS OF SIGN: Height Date Width 87.4376 Cad File 8425" Oct 2 . 003 Depth D-T Menus od 3 10" 15 • ' ... � Y:'Y, ' .�' a.P ��TlYXi.�'Y`Y� S '•Fa S �w.,g Fp �s'�` v k n,. s 19R ✓ 1 12 12 1 x10 RAKE W/ 1 x3 TRIM, WRAPPED IN WHITE VINYL Aol 4 . 1x5, 1x6 CORNERS WHITE VINYL 1" INSULATED AND " WHITE VINYL CLEAR-ANODIZED METAL PANEL, 1x5, lx6 'CORNERS WRAPPED IN .WHITE VINYL TEMPERED GLASS AT. 1_ INSULATED GLASS AT ALUMINUM STOREFRONT PAINTED ROYAL PLUM WRAPPED IN WHITE VINYL 8" DOUBLE COURSE VINYL, VESTIBULE WINDOWS. OTTER EXTERIOR WINDOWS. MATCH: MINDFUL GRAY COLOR FRONT - .....i SCALE: 1/4„ = 1,_0' , HEIGHT 25-0" - pCE3 Iu 3y�xx}i� yids ny WHITE. VINYL PAINT DOOR, FRAME AND 8" DOUBLE COURSE..VINYL, U BOARD'. TRIM MINDFUL GRAY FY EXACT LOCATION WITH OWNER MATCH MINDFUL GRAY COLOR r > 1 r PLY POWER TO`DD MENU ,RD FROM.DD CIRCUIT A35 ELEV E ernrY REAR ?: -Ki .......... SCALE: 1/4" = 1'-0°` INR Y, s 12 12r f io X is M � 1x5, 1x6 CORNERS 8" DOUBLE COURSE VINYL, J CLEAR-ANODIZED METAL PANEL, WHITE VIN YC WRAPPED. IN WHITE VINYL MATCH MINDFUL GRAY COLOR ALUMINUM STOREFRONT PAINTED ROYAL PLUM LEFT ELEVATI ON s�-Acfj y/ArCMuUna SCALE: 1/4. = V-0" rI - NOT FOR CO�CONSTRUCTION THESE PLANS WERE P . PURPOSE OF OBTAININ AND LOCAL APPROVAL • INtENDED TO BE USED Site Plan Application Christy's of Hyannis, MA 156 lyannough Road (Route 28) Hyannis, Massachusetts April 15, 2004 (Revised June 9, 2004) n el Applica t/Devper.o / ChrisCo, LLP. L s ' 105 Pleasant Street Hyannis, MA 02601 _ o Engineer/Landscape Architect v Rizzo Associates, Inc. One Grant Street Framingham, MA 0 1 70 1-9005 k Phone: 508-903-2000 • Fax: 508-903-2001 �t Owner: Leonard Rumpler Revocable Trust Providence, Rhode Island `N �F LOCUS MAP District � ellFlead PrnRetitiorr ct 4 1000 200D ` j, Revisions B=H• rway=� S.W.InF.A Traffic Engineer: DAVID M. PRDPrdes9orTal Resden8al District CZ, AI_BRECHT RB=Residence& IncI District Rizzo Associates, In w "' P= P"°�`°°"asa;d CIVIL Grant Street U No 373 I w 50 — Vicinity Map I'=1000' Framingham, MA 0 1 70 1-9005 Index No. Drawing Title RIZZo ASSOCIATES a, - - ID C-0 Cover Sheet 0-EG-Ifs"M H COMPANY ZONINCB alJMMAFiY TABLE W&IX0.200 MA 01rot-900!' o �yT �7y sss �.2o00 C I Existing COndILIOnS Plan 20NING:NIOMNAY BUSINESS(HB)IPARCEL IIIMP 37D L0T 151) T GAS STATION,CONVENIENCE STORE AND ORNE THRUS ARE PERMISIBLE USES IN THE o HOD ISTRICT.SITE ALSO LOCATED IN THE WELL PROTECTION(WP)OVERLAY DISTRICT. C2. Layout and Materials Plan REQUIRED PROVIDED(EXIST.) PROVIDED(FUTUREr- O MINIMUM LOT AREA 4DWOSF 39,183SF 30,418 SF Proect FRI. C 3 Grading and Drainage Plan MI NI MUM FRONTAGE 29 2W(ALONG SITE .2B) 2W(ALONG RTE.25) C MINIMW WIDTH 1e9 23Ps 23MY Chrls s MINIMUM BUILDING SETBACKS - Of cr, - FRONT YARD(ROUTE 2B) 60' B9 TO BLDKl 7P TO BLD(i. C-4 Landscaping Plan SIDE YAW W W W Hyannis, MA o REAR YARD 29 29 29 FRONT YAROLANDSCLPE 49 VARIES VARIES U C-5 Construction Details and Legend _ _ MN(UAUM BUILDING HEIGHT 39(2 STORIES) IYS- 2S•-W PARKING - Sheet Tin, C-6 Construction Details SPACES SPACES COVER I AREA(SF) REQUIREMENT REQUIRED PROVIDED O /�- I Floor Plan RETASE� EW 1,34t ISPACEIWOSIP 7 i 10 SHEET TOTAL 1.341 7 ; 10 I 2 HANDICAP SPACES ARE PROVIDED A-2 Building Elevations _ :•a AL LONG ROUTE REt9 BASED ON ROUTE IB WIDENING -SETBACKS TO PUMP ISLAND CANOPY ARE:19.9(FRONT):1 tS(SIM AND 97.9(REAR) xr"N.T.S. ,N9_!Ib'BTBD FiI.Nam.:97BOP-CCV01 l^.—O CC, V L - QW9;OYfOIM G NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR TIE -- PURPOSE ol OBTAINING STATE AND LOCAL ARPROVALS AND ARE NOT e INTENDED To BE USED AS CONSTRUCTION DOCUMENTS. D AND S K5 MAPMAr'IALO FAMILY TRUST - ASSESSORS 326. PARCEL 149 0 E _ 241. 0 c + \ r y. n F` t. 1 s I• J \ I�, ..\ , .. , n .. ... r'. ... .... ........ 1, : t n, >.1< _.... _ `S•i > - J '+ SESSORS MAP ZB , � _.. ..... .. � � :�.:4 .. .. s PARCEL. 147, W^ _ .. x ............. \,\ , O 1ZV v.,., _ .. ...,. . ... 4. c \ .:... PARCEL 151 ;... _....... N .� 1. 36.1-b S.F. ... ...... ... ..,. .. .;'.... O .i .. .. A / ! • .. ! \' a Revisions ." CONCRE TE \ GJ/SG GJ/SG OA D MOBIL CANOPY \`'•. - LEGEND V. C. .. ..... - i k i RIZZO \, ASSOCIATES A A TETRA TECH COMPANY L D a Fmm:nham g MA OI]01-9009 SOB 903 2000 ... '� is = , .......... .......... ......... .. .. ... ........... ... L 2 0 R=1 5T.8 -- — — — — — — , P.o»S1 sue - - -. - - - - - Christy's 3 of Hyannis,MA 0 yee1 TInr EXISITNG o Mores: CONDITIONS 1.FOR LEGEND SEE SHEET C-5. - _ PLAN 2.THIS EXISTING CONDITIONS PLAN WAS DIGITIZED FROM A PLAN - .. GRAPHIC SCALE ' ENTITLED-PROPOSED FACELIFT PLOT PLAN FOR S/S 101-0.1f - j PREPARED BY GALE ASSOCIATES. INC. DATED 4/30/90. SURFACE to 0 5 10 20 40 BENCHMARK: TBM 541 IS A COPPER PLUG ssal,.1-=10 FEATURES AND APPROXIMATE LOCATIONS WERE CONFIRMED DURING A N Shea N,. SITE VISIT ON MARCH 23. 2004. ,. SET IN A CONC. WALL AROUND GAS STORAGE _ +ffi—'+. eTeD . TANKS OF NELSON COAL AND OIL. r..NPme:9TSDP-CECOI a 3.MONITORING WELL LOCATIONS BY ENVIRONMENTAL ENGINEERING k - 1 (Ch FE10 )II �� GEOTECHNICS•INC. y l.-180 IYANNAOUGH ROAD o. ovs]os / 1 I TNNEOE FOR COPNSTRUCCTION FOR ME PURPOSE OF OBTAINING STATE 1 I _ LOCAL APPROVALS AND ARE NOT INTENDED STO. REMOVE PAVEMENT BE USED AS CONSTRUCn ON DOCUMENTS ... TO PROPERTY LINE T, BEGIN WOOD A55E55OK5GMDAPON 26. VARGEL T149 T PROPOSED WOOD RAIL FENCE RAIL FENCE _..L.. S 8'0 20" - rr—T—x—It III ���Ic--x R&R __ _ • zx I� aF x—x x- x- --r z x x— 2 .49 LIGHT 1 214.10' (Rec) .. LIGHT TO 4 � � � REMOVE REMAIN -0 •,., NEW WASTE REMOVE SIT CONC: $ERM ... OIL TANK •.. STANDARD DUTY I CANOPY - -- BITUMINOUS PAVEMENT - � 1. .. .a RI_I .._. REMOVE %....r .,,. ........ ... I :. BIT. CONIC LICHT� ..... 66" �. ....i...,.. ............ . — - ., NEW. - CURB. • .... . .. (60..) CONCRETE 1 .T .. ... r.—--r. TRASH PAD ... .... ... 1 ....I .�LA BCC ....50� PROPOSED STATE 2•R F SEE SHEET q t HIGHWAY WIDENING ., I FOR PROPOSED I ` I FLOOR LAYOUT - -- ..... 1 R5-1 a. O I. .. I , .., \ 1 1 I "DO NOT LA MENU BOARD N/F ..ENTER" SIGN te' _ ORDER BOX KOKPELA 1 .,. I ': .. I -.. A55E550RPARCELM407 32e - J, REMOVE LabY NEW UTILITY Iry v I LIGHT a i I - . o TPOLE }\ VAN - CONCRETE { ' 1 WHEEL ... .... ...... 9. - `. STOPS PROPOSE " _.. l+ 8 a•� I•- i II PROPOSED TEMPORARY OVERHANG - - - - P �� EDUDYHEAVY\} CONSTRUCTION EASEMENT - -• REMOVE 'PAVEMENT 1 I REMOVE EXISTING - CONC. DUMPSTER 'SECTION " 1. 1 EXIST. CANOPY, CONOCV PAD TANKS ..._._ .......__ -. ._...... PAD •B . 1 b1755L 561 ISLANDS AND MAT I I FENCE LIGHT �arEz OCKADE" -. CONCRETE PAD�� � � INSTALL 2 10,000 GALLON .���� ��� � .. ... � � ���� DOUBLE WALL; FIBERGLASS TANKS" REMOVE BIT. HEAVY DUTY Revisions l CONC. BERM W I % " ° ROPOAD ° PAVEMENT \ NEW D ° o ° ....e... ..D .p a• VE ENT 1 LANDSCAPED 0° OUMFPLE �,�... ° < n _ 'P m }'' m„,.,er c�9•.a er cnR�.a er APne,•n Br 1 AREA �, [7 ° e_ < _ \ V 6J/5G OA OA DISPENSERS° ° n(rYP� q o ° L� ° 0 RELOCATE D O ° IN ao zl ©. 0`6 . 1 SIGN < ° b > O ° O O Q R&R u• 74'CANOPY , ... LIGHT u y _• r � SEE NOTE 6 .... �r ° PROPOSED STATE \ o \ o HIGHWAY WIDENING, NEW ^ PROPOSED TEMPORARY LANDSCAPED 'r ;n I CONSTRUCTION EASEMENt -� AREA END WOOD _ R Z Z 0 ` Bcc R&R RAIL FENCE SIDEWALK ASSOCIATES ... 1 LIGHT - ..RAMP �• — — — — A TETRA TECH COMPANY dOiSRELOCATE \ Fnn.mIMADtTD,.yGos h - _. . / �, � UTILITY " ro9soa.:cu0 REMOVE BIT.—/ ANEW SIDEWALK�\ RIT � POLE o - - -M NC. BERM RA#dpS As5E55 o - - (BY OTHERS] � .\� P R=115T1 - - = _ ••ue NEW' Christy's . d - SIDEWALK .a - of Hyannis, MA e S^_J-�s SITE LAYOUT _ AND - / NOTES:' MATERIALS L FOR LEGEND SEE SHEET C-5. - - - PLAN 2.DIMENSIONS ARE FROM FACE OF CURB OR FACE OF GRAPHIC SCALE BUILDING UNLESS OTHERWISE NOTED. m S FOR FLOOR PLAN SEE SHEET A-I, - IO 0 5 IO 20 40 _ 4.FOR BUILDING ELEVATIONS SEE SHEET A-2. " �,t•=10 $beet No u 5.FOR DIMENSIONS SETBACKS(e•)SEE COVER SHEET. Job N° 9769 '0 6.FIRE SUPRESSION SYSTEM WILL BE"PYROCHEM" " - ( IN FEET ) a ATTENDANT 11 (AT035 BC)ISLAND SERVICE APRON I inch = 10 It File Noma.g760PCPBOi C_2 / SHALL BE CONSTRUCTED WITH POSITIVE LIMITING .OsSf O4/i5/O4 BARRIER. 1 - NOT FOR CONSTRUCTION ' - THESE PLANS HERE PREPARED FOR INE I PURPOSE 6 OBTA NINa STATE I I - NEW LEACHING E USED AS coesmucn AND LOCAL APPROVALS AND ARE NOT _. CHAMBER DI - INTENDED TO B ON pOCUMENTS r , I NiF RIM=36.5 (8` A.) 0 AND 5 MACOONAL0 FAMILY TRUST INV.=32.16 8" PVC), . WATER QUALITY A55E55OR5 MAP 328. PARCEL 149 BOTTOM ELEV=30.5 I APRON _ - :�.. PVC r w• x x w X w- x-x X- --�1 S 8 08R20 ,_,r_x-x w w-- ,. w tF 1 241. 0 Cal, - RN WSEPARATOR... • . MAINTAIN EXISTING _ (Rea ��' \\\1 INV. 32.7t (tN) .. LEACFTNG"'tWi - • 1 =32.21 (OUT) X35 A TC i F :� .. -- �- NEW. '- . ' 1 t X ., O RIM=3�7 -r - INV=32 76 ... 6 .. SEE NOT E 7 Ak .::.. 1 1..... ., .. _. - (- 5 LF S 8",PVC 1 1000 GAL CREASE •..'..: TRAP(SEE NOTE-8) I, ... .. .. !M 1 ( .. .. KORPELA . .7 .0 .... A55E55OK5 MAP 326 CffL ov ' � * ,P , 47 v (� ii QV. PARCEL ISI IJI36.175 5F.AINTAIN EXISTING �: MAIN7AIN EXISTING .. ...DRYWELL '' NEW ""- DRYWELL A L ER H8 D ..../ RIM 34.4 (90. _ en+ro• uP P•I°.. INV.=30.4 (8" PVC) 4, t `.BOTTOM ELEV=24.4 R• evlslons I AND REMOVE DRAIN 4• .. :. .. e LEANOUTS !' a 1 �• a..T er D�.a..ea cMnw RT APP°..4lsr j 1 c _ 2 - ❑e : 2 B PVC^' SG DA oA „\ MAINTAIN 4. ° e b LAID FLAT EXISTING a � � � SEPARATOR - o o \ ° ° oO °p ` . .. ... NEW OMH _ \PCB\ '� ' _. ` �r�- INV IN3.8.8 e ° c ° D N= 8 \„ \ a INV OUT=28.7 \ r- O. •. .. I'-- ' w 2 -8" PVC -. / CB To o 0.008 o vo. R I Z Z O REMAIN ' REM 325 ooze' ! ASSOCIATES INV OUT=29 010 E ARATOR �S OV\ A TETRA TECH COMPANY e • - 1 RELOCATE - - - - - TO REMAINOne C-1 S-1 CATCH BASIN ^.�� ,� - \ - Fromi Ivm.MAmrospps CONRECT.NEW 8" PVC DRYWELL 9a3.2000 ....... �� - - INV=28.5 TO REMAIN �Z o C -• R=1154_8 - - - - _ - CN DMH TO REMAIN �ISty'S a NOTES TO REMAIN NEW CB of RIM=32.5 Hyannis, MA _I.FOR LEGEND SEE SHEET C-5. - INV OUT=29. - o - , c_ 2.ALL NEW DRAINAGE STRUCTURES SHALL BE PRECAST CONCRETE(SIZE AS SHOWN). PRODUCED IN CONFORMANCE TO U H-20 LOADING REQUIREMENTS AND ASTM C448. 3.DRAINAGE PIPE SHALL BE PVC SOP 35 IN ACCORDANCE WITH ASTM D3034. Sneer rul° GRADING ''•4.EXISTING MONITORING WELLS. DRAINAGE STRUCTURE RIMS/CRATES. AND CLEANOUTS SHALL BE ADJUSTED i0 NEW AND PAVEMENT GRADES. g 5.MONITORING WELLS IN PAVED AREAS SHALL HAVE A CONCRETE COLLAR 2'.2'. 6" THICK INSTALLED AROUND THEM. - - DRAINAGE PLAN 0 6.ALL EXISTING AND PROPOSED CATCH BASINS SHALL BE PROTECTED DURING CONSTRUCTION BY USING SILT BAGS L. GRAPHIC SCALE r AND/OR HAYBALE BARRIERS. 10 0 `5 10 20 40 • Sce• I=Ip 7.CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SEPTIC SYSTEM(ALL COMPONENTS)PRIOR TO ANY EXCAVATION OR Ne 9760 DEMOLITION. CONTRACTOR SHALL INFORM ENGINEER OF ALL THE COMPONENTS OF THE EXISTING SYSTEM ... 'O (HORIZONTAL/VERTICAL). - ( IN FEET) E°Homer 9750p CPWI �_� 1 m h = 10 ft. C. 8.INSTALL NEW 1000 GALLON GREASE TRAP ON EXISTING SEWER LINE FROM BUILDING. CONTRACTOR TO CONFIRM OUTLET Dot° 04/15;04 INVERT IS 3"(0.25•)BELOW INLET INVERT. 4 8 WHITE PINE THOSE PLANS TOP THE _ PURPOSE OF OBTAINING STAT I - AND LOCAL APPROVALS AND ARE ARE NOT I 4 SERVIGEBERRY 2� NANNYBERRY I WHITE PINE INTENDED TO BE USED AS CONSTRUCTION I . ,,.. DocuwENrs I D AND S MAGDONALD FAMILY TRUST ASSESSORS MAP 326. PARCEL 149 S � \ 5 WHITE PINE _.......... 14.10' (R 1 _ I50 MEIDILAND R05E (ICE) I 3 TEA GRABAPPL I 1 I �. 60 5WEETFERN 1 _ 1 I�I PROPOSED STATE HIGHWAY WIDENING f 1 28 INKBERRY I 1 I 40 5WEETFERNKOKIPIFLA .r 1 .. ..... I AS PARCEL 147 2C 5E5 S MAP J I I SERVIGEBERRY o I 1_ `_' f- J VAN {` O MEI ILAN R05E (ICE) 2 Y LaOWW00D PROPOSED TEMPORARY .t:,.;- CONSTRUCTION EASEMENT p.I 40 MEIDILAND R05E (ICE) Jens SFI 2.TEA CRABAPPLE CO oc ,� 0-�J >/n/o• � I YELLOWWOOD - 4 150 GRO-LOW Revisions SUMAC 'I ❑° gNCRETE ° - � 1F om.M er o.ny,.n er aea.aW AyP,w.n ar 4 4 OPAD ° b OBIL CANOPY -I H ` TB Tel DA 2 5 RUBBY 5T. JOHNS RT° o EGEND 4 p R 4 4 �• 45 P'V F _.... ° 0 °° 4 ® ° ° O:O.O: GR'Z*AR YEWS ✓ ° a ° ° \ ° �o 0 \ .9�" /:>;' 50 MEIDILAND ROSE (FIRE) 0O d O OSE F RIEAND PROPOSED STATE \ \ 0. " HIGHWAY WIDENING PROPOSED TEMPORARY e \ .2 �' �� CONSTRUCTION EASEMENT - _ \ R ZZO ` I TEA CRABAPPLE \ ASSOCIATES A TETRA One Gnint Street COMPANY Fianwrlgham,MA 01701.9005 _._... 7 _ dOiS 509 903 2000 ASSESS o _ \ A Pmna1 TAI 10 o PLANT LIST Chrtsty's C, OUANT. SYMBOL BOTANICAL NAME COMMOM NAME SIZE/FORM SPACING NOTES of 20 BUSH CINQU 40 MEIDILAND ROSE (ICE) EFOIL Hyannis,MA � SMALL SHRUBS/GROUNOCOVER e G 100 Cp Compmnia peregdna Sweedem 04 Pots 2'O.C. - NOTES. 60 Hp Hypencum prol'dimm Shrubby St.JohnsWOn R4 Pots 4.O.C. 1. FOR LEGEND SEE SHEET C-5. U 150 ta Pf Pontilla hutioosa'Abbohswood' Bush Cinquefoil 04 Pots 4'O.C. -" 550 R. Rhus aromatka'Gro-Lm' Gro-low Fragrant Sumac 04 Pots 2.O,C, - 2.PROPOSED PLANT SPECIES SUBSTITUTIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT AND SUBJECT TO $aeel rnle O 740 Rml Rosa maidiland'Flre' Meidiland Rose(Fire) 02 Pots 2*O.C. HIS/HER APPROVAL. LANDSCAPING 36 Rmi Rosa meidiland'Ice' Meiddand Rose(Ice) 02 Pots 2'D.C. 3.PRIOR TO,DURING AND FOLLOWING PLANTING, ALL PARTS OF ALL PLANT MATERIAL SHALL BE MAINTAINED IN A LARGE SHRUBS THOROUGHLY MOISTENED CONDITION, INCLUDING TREES ROOTBAlLS. PLAN p 28 Ig Lies glabm Inkbeny 07 Pots,3.4'hL 5'O.C. j 30 VI Viburnum lenlago Nannyberry Y7 Pots,34'I11. 5'O.C. - 4.DURING AND FOLLOWING PLANTING ACTIVITIES, PLANTING BEDS SHALL BE MAINTAINED IN A THOROUGHLY MOISTENED pa bemybush l4 Pots,2.3'ht. 4'O.C. CONDITION TO A MINIMUM DEPTH OF FOUR(4")INCHES(BELOW MULCH LAYER). GRAPHIC SCALE p 45 Vt. Viburnum trBobum'Com cNm' Dwarf Cran _ 10 ORNAMENTAUUNDERSTORY TREES 5.IMMEDIATELY FOLLOWING PLANTING ACTIVITIES, PLANTING BEDS SHALL BE COVERED WITH SHREDDED PINE BARK 10 O 5 IO 20 40 5C410,/'=10. N Ch 5 At Amelanchier arborea Downy Smiceberry 5'-6'888 As Shown Mull•Slemmed MULCH TO A MINIMUM DEPTH A THREE(3")INCHES. uM1 0. 5 Min Malus huehensu Tea Crabapple 1.5.2'Cal.BBB As Shown - '11111111 Job No. 9760 LARGE TREES 6.MULCH SHALL BE RAKED OR FEATHERED AWAY,FROM TREE TRUNKS AND SHRUB STEMS SUCH THAT MULCH IS NOT IN DIRECT CONTACT WITH PLANT TISSUE. ( IN FEET ) - Fit,N—, 9760P-CLSOI 1 Ck Clad-trus ke.tuckes Yelowwood 1-2-Cal.BBB As Shawn - 1 inch = 10 it 115111.:OM75/04 - v f•f• _NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ME NOT INTENOED TO BE USED AS CONSTRUCTION B DOCUMENTS. 6'LONG PRECAST (6"R1.'V7EA RTPE VB CONC.WHEEL STOP :.,I ]'SHOULDER_ ANCHOREOW/(2)NO.N oa SIDEWALK I-1/2'CUSS I BIT,CONC.PAVEMENT WEARING COURSE OVER BARS IY LONG MIN. Idol AND I L a -1/2-CLASS I BINDER COURSE SIDEWALK • II TACK COA1 2 •—�—^-2 i p BAR CONT. NIN BORROW . 6'GRANULAR BASE COURSE PROVIDE 2 HOLES FOR J/A' FiOXY - COATED METAL RODS TO BE A I'(T�'P) a"� 2'TOP COURSE 6'GRANULAR SUBBASE COMPACTED IN 6•LIFTS MIN Of 1B'LONG ' I'BASE COURSE 6-MIN. 8 /� \/\/\\/� UNOISTURSED EARTH 8'ASPHALT STABAUZED BASE RECLAIMED BASE /,.//J:�'/1/1OR COMPACTED COMMON FILLI/2'CHAMFER TENOTE: ACH ENO SEEIIDVi LOAM a SEED OVER STD.106. R) ASPHALT FINISH AND BINDER MATERIALS SHOULD CONFORM TO SECTION NOTES FRAVEL BORROW YJ'BINYINOUS MATERIALS'OF THE MASSAOHUSETTS HIGHWAY 1.SC�O�NCR�EEETE TAAONN5,�0p0R0 PSI AIR ENTRAINED (8RE0.AIME0 BASE N0T I 2.fOR WHTEELLSTOP LOCH IN SPACE SIZE AND TOB�(UYYPD)IN THK 'BIT.CONG PAVEMENT pEPAN1YENT S/ANDAND SPECRiCATI0N5 FOR HIGHNAK AND BRIDGES Yad�lEO TOP CCURY TYPE I-1 - LATEST EDITION. J.�NTWNEEI Si0P5 OSHA YELLOW WHEN PLACED 2 I/I Bli.CONC.PAVEMENT CRETE 81NDER COURSE TYPE 1-1 HEAVY DUTY PAVEMENT SECTION PRECAST CONCRETE WHEELSTOP DETAIL BITUMINOUS CONCRETE CURB DETAIL N.r.s N.tS NTs VERTICAL NGRANITE CURB z' !I LEGEND i EXISTING R1-1 REFLECTIVE ALUMINUM - i' "" ::.._....... ......._... DRAIN LINE W/MANHOLE D�— I'CLASS 2 BIT.CONC PAVEMENT WEARING COURSE OVER 2'CLASS 1 BINDER COURSE • 16_ .._........;.. SEWER LINE W/MANNOLE Ste— . WATER YARN W/GATE W— — . TACK COAT ,g a .. .. GAS MAIN W/GATE - D— 0— '—GALVANIZED 1'CHANNEL POST ..................+.. ELECTRIC a TELEPHONE CONDUIT E/T 6-GRANULAR BASE COURSE - ELECTRIC MANHOLE HD , _ PAwT CONCRETE BLALSI 6•GRANULAR SUBBASE COURSE -, a AFTER CURING TELEPHONE MANHOLE m o g o AT ASPHALT LOCATIONS CATCH BASIN ■UNDISTURBE OR CONPACTEDANCOWAO1 FILL Pyy 60- FIRE HYDRANT cTC Revisions e. LONCREIE ., DRYWELL \02 " NOTE: ASPHALT FINISH AND BINDER MATERIALS 94DIND CONFORM TO SECTION' SEPARATOR O YJ'BITUMINOUS MATERIALS"OF?HE MASSACHUSETTS HIGHWAY TRANSFORMER SG OA DEPARTMENT STANDARD SPECIFICATIONS FOR OHWAK AND BRIDGES � ��� Aoo�.a� ® SG LATEST EDITION I I I I —_ I I— _ .. .. .. .. -.. CONTOUR INJUEVATION --((S> — STANDARD DUTY PAVEMENT SECTION 11i1-1 I —'� �� I--II}—� SPOT GRADE .e1.75 �-I I lTl '• — I I-111=— f MIN, "e _....... ......._` .:.... - .. ._.._.�., ....... ... OVERHEAD WIRELL dnr I I— f I�I�f—I—I— _( I I- UOIT POLE W/HANOHOLE Po =1L.I1 = III SIGN T I AV _ 4 RIGHT POE Q STOP SIGN DETAIL UTILITY POLE OUP o HANDICAPPED PARKING SIGN DETAIL - ----- 0.EANOUT c/o u N.T.S. _ N.T.S. MONITORING WELL N R I Z Z O. A WOOD RAIL FENCE —>< K— ASSOCIATES T THICKNESS O.81TI1YMCU5 CONCRETE I HANDICAP PARKING SIGN _.. A TETRA TECH COMPANY WEARING COURSE(SEE PAVEMENT SECTIONS AS PER LOCAL CODE TREE LINE /"�/'�'�/� One Gram 5°eel O DETAILS) ggI CURB ' REMOVE AND RELOCATE RerRm�3MA olro1-ao0s LACK COAT AS TOP OF CURB TC c DIRECTED C �a BOTTOM OF CURB BC o THCXN COURSE r-2 MIN WITH ESS OF BITUMINOUS CONCRETE SEAL JOINT . . p TACK COAT BITUMINOUS CONCRETE BERM BINDER \ (SEE PAVEMENT SECTIONS DETAILS) F MN _ WHEEL STOP w°.°I Tana I 2'COLD PLANE WITH PAINTED WMIE D.C. '�• (11�) PRECAST CONCRETE CURB PCC W p PRINT COAT AS I I 2'BITU NNOUS CONCRETE - Chris Ws DIRECTED / WEARING COURSE STRIPE 0 45' •ol 4•PAINTED NOTES BITUMINOUS CONCRETE 81 T. CONC. - Of G EXIST.BIT CONCRETE p1 WHITE LINE - I. DOWEL BARS SHALL BE HELD IN PLACE BY BAR CONCRETE CONC. Hyannis,MA 8 EXIST.SUBBASE (TYP.) SUPPORT ASSEMBLY.DOWEL CONC.PAVEMENT O I 6 _ TO CURB AND CUTTER.PROVIDE EXPANSION JOINT CORRUGATED METAL PIPE CMP WHERE CONC.PAVEMENT AND CURB ANO CUTTER EDGE OF PAVEMENT EOP U BASE COURSE PER — 1 °dam °o - MEET. G - PAy[yENi DETAILS _ _ 11' p UNDISTURBED SUBGRADE 2. RIGID PAVEMENT RECOMMENDATIONS ARE BASED ON LARGE TREES Lr. uNDISTURBEo EARTH ��" CONSTRUCTION a N000 PS CONCRETE AND A SUBCRAOE MODULUS rn OR COMPACTED OF 150 POUNDS PER CUBIC INCH. ORDAMENTAL/UNDERSTORY TREES O DETAILS OU COMMON FILL PAVEMENT MATCHING _ J. SEE aDTECHMCAL REPORT FOR A LARGE SHRUBS Q .AND �µ• LIST DF RECONMENOAnONi - uRouNOcovER LEGEND p 10 .. NOTE: GRADE TO BE 2%MAX IN ALL DIRECTIONS SS-211 N.T.S HANDICAP SPACE DETAIL F',Nana 978OP-COTOI Rol 0A/16/04 v L t NOT FOR CONSTRUCTION -ESE PLANS WERE PREPARED FOR ME PURPOSE OF OBTAINING STATE d AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. CANONS TO BE AS SKOKO FRAME ADJUST G ro MEET OR MINIM WITH f NOT SPECIFIED MEN FRAME AND COVER PRECAST GRADE SINS OR A YMYW 7 SAID BAFFLE WALL _. ro BE LEBARON LF218 5[T IN A FULL BED MAXIM Y S COURSES a<RADIALLY PLACED Of MORTAR RFD BRICK(YIIO SPEC Y105.2) 24-OPENING PRECAST CONCRETE S RANGE TO BE USED FOR CURB INLET (MORTAR 10 BE PER MDPW SPEC M4.0215) POISED N CN PACKED 24'CIA LEADING BASS APPLICATORS NON-SHRINK GROUT GROUT 8- CRUSMD HALLEMIIE WAE ST ONOM RPLUG. COVER 1 1/2--1 S EMBECO OR APPROVED EQUAL E PRECAST------" CURB IF APPLICABLE CURB IF APPLICABLE CONCRETE TANK ••a .' .4.4.4 T r OUTLET OPENNG 84 1.5'MNIAIY B' OX. a 0 0 0 0 4A - fINSN GRADE 0 0 C3 0 O O �.• B^ - N PAVEMENT AREAS INSTALL MGM EARL? O O O O O O O O O .A CON C SECTIONS O O STRENGTH - 1 ° 84 IN I•-4'HEIGHTS 24'F 1L--4,000 PSI CONCRETE COLLAR SURFACED 8-NICT OPEMNG s° ✓S °a O O O O WTH A CMNAIUY I.5'81TIYNG15 TOP CCAIRSE OVER QWR o 0 0 0 O 0 0 0 0 PA 10'-0' oa• o 0 0 o O O o a l BUTYL RUBBER SECnON PLAN NEW 92 _BOTTOM ANTS PER ASHY[-990 ALTERNATE TOP SLAB 10 MEET OR EXCEED FRAME AND(RATE 2 pe .. >• .e c' •oo '.'. AND AASHTO M-198 ' H-20 LOADING .... °° SET IN MORTAR LARKED LKHQA TYPE MARKED•SILLY' " ..... IINISN GRADE INLET TO LEACHING - RISER SECTIONS S T`ET POPE MAMYUM DIAMETER BCD 8--0• ADJUST ro GRADE AS � STRUCTURE A' .•• N 1•-4'HEIGHTS NECESSARY%MC A � � - M MMUM OF TWO ...._.. IXALSE Q PRECAST 'SEE PLAN C-S TE 'V OPENINGS PACKED WITH NOM-SNUM BON AT�YAVEX.) RISER SECTIONSje- NGN I"' GROUT OR e- AS NECESSARY BAFFLE WALL 4B-SUMP FLEXIBLE CONNECTOR SEE SPECIFICATIONS LNLSTURBED FOR TYPE - EARTH F IFNOTTSPECIFED THEO BE AS M HOOD TO BE NFENAR IED Ir INLET T E OUTLET WATER QUALITY LEACHING CHAMBER BASE SECTION IN 5 6- R-M.UP TO IS-PIP[ VARIABLE HEIGHTS B• NEENAH R-3701 FOR IE OUTLET PPE N.T.S. LEVEL STABLE AND COMPACTED GRAM .. ... TWO�� FI NISHED GRADE - BASE ISO SPEC Mt.O10 TYPE B COMKTLER 1 W \ 6-CRUSHED 1YVIF `LNONRNBED EARTH TANK NTL2 BASE PREe W _ SECTION \ 1.000 GALLON `. GRAVEL 4' I.D. PRECAST CONCRETE CATCH BASIN DETAIL TYPE C OIL/WATER SEPARATOR DETAIL VCOMPACTED SUBGRADE N T.S (. 4000 PS CONCRETE SIZE ACCORDING TO PLAN simio• 1.EXGVAIIGN TO ALLOW FOR FREE TRAVEL OF COMPACTION EOPIENT - 2.ALL COMPACTION TO A MINIMUM 95 PERCENT DRY DENSITY OETCRMNED BY ASTM 01557 SEE SPECFIGTIONS FOR ADDITIONAL a/nio• xvvowz a.uo oe Mow cowNr.rs REQUIREMENTS S ALL PRECAST M MEET OR EXCEED ASTM C-478 AMC ASSHTO M I"SPECIFICATIONS - DUMPSTER PAD 4.REWORDED STER TO MEET OR EXCEED ASTM A185 AND H-20 LOADING REOMREMENTS - - - Revisions 5 ALL PRECAST CONCRETE TO BE 4,000 PSI MUMIUM AND MEET ASTM C-478(5.1) - 8 ALL INTERIOR WILES TO BE SCALED NTH NON-S RINL GROUT • dnrn IN Dae'pwd IN —IN AppmeE RY r 5Co 56 DA S RANGE \ 1\T 24'CIA, GRADE fARKC POINT ❑A(� U❑4❑4❑ MANHOLE FRAME - - - g�� $In I AND COVER HAS 4- HLN LSI,o 0e0[JeA INLET //_ GLV. I L:G �4jUe ....._.......... ....... ... .... .......... .... _.. 1 fASIENER THRU POST 2 �. NOTES i A J"❑0 Ou7pOp A n 1'rAllS '^ I ry INTO DOWEL •. - - L Q e e e I— - I.ALL FENONG MATERIAL SHALL BE _ - ❑,s,e0❑,qc P❑qI J" EA/ wi,/4'LONG NORTHERN rNtE CEDAR.SAWN TO ME C LIi�G;,_I7 LIU CUTLET - I ry - -LMEN9INS SHOWN ON THE DRAWING. 1.ALL FENCE POSTS SHALL BE TREATED. i w TED _r I ALL SIDES FOR A DIMENSION OF 3'-O- . FROM BUTT LY POST. R I Z Z O ILL I_A- N 4 1/2-MIN,OIA.CEDAR I POSTS 91AL1 MAINTAIN A DEPTH OF .htPP - •- POST.8'-0'O C.Tw. 'O'ACC IN GROUND DATE A�Nr SHALLCHAN BE RACKED -• ASSOCIATES ea r- •Y J f; A TETRA TECH COMPANY uouio 13/16•.2 5/8-PICKETS, 4.LIE OF FENCE TOP&BOTTOM SHALL 8E �' - A TETRA TECH -L r—"'�• LC.[L FASTENED TO RA0.W/ INSTALLED STRAIGHT AND TRUE. ALL O I>.�.- - I I I 13/1'ALUMINUM BOTTOM POSTS AND FA NO 80ARAL EL SLATS +TiFY �/�o F2mingham.MA 01701-9005 � A--�'• I NAILS(2-70P d BOTTOM - SNAIL BE INSIALLEO PARALLEL AND PLUMB. p0 SECTION1-1AN1 y a RAIL.I-WDDLE RAIL) ALL RAILS SHALL BE INSTALLED PARALLEL O o cAow a�ago 00 NOR.FRAME AND GLAZE SHALL BE �p°po..... ........ .co cm�,{ S.ALL NOTE HARDWARE SHALL BE DOUBLE _ O HEAVY DUTY CLASS SO GRAY NON. ... ... °j'I� ._. _ - •: 1'ROee SECTION VIEW Le sraNC A-A TYPICAL TION Ch►isty's CD - -- �aM€t'ED"t A.n . CATCH BASIN FRAME AND GRATE 1000 GAL. REASE TRAP DETAIL Hyannis,c x.rs N.T.S. STOCKADE FENCE DETAIL CANOPY ISOMETRIC Yan 5 MA o . .. NT.S O U - �hggl fills u) CONSTRUCTION i DETAILS o a 0 m I'N.T.S. u d N° iHtiLOIt Jop 8760 O FIN,Home:9760P-COTO1 C6 C h+ Q91L OMi6iO4 - 'tT • - _N_OT FOR CON57RUCTI0A } _ THESE PLANS WERE PREPARED d 4 - PURPOSE of O9 TAININ FOR THE G STATE INTENDED LOCAL ABE USED AND ARE NOT INTENDED S. BE USED AS CONSTRUCTION DOCUMENTS. s u ® ®® I ICE i FIVE BINL CB CB OO I�i J•-9-CASN 1'-6" WAR MER UIN E O§ DELFIELD VCR SINK Y-0"SANOWIM STATION i I t]'-Y M/i7"6]i"DELf1ELDi HIRE SNELKS ti-1.9 �c 2•-6" ]]'-7'STANDARD z 1 (16%MiOJ SENT �' DRAIN DARO SINN STORAGE N•� ■d NAND I ENGLAM .ry n SINK 2 2 _tea•_— S E R V I N G ' iGTA WIf u�> npi DELFT N.O./ I"I.JO"x 6•HIM AREA ryB�3 OELfIELD P.I. SPLASH PANEL ji-CR STAn °i A00 UNDER" SALES "- I AREA (NO SEATING) C—S TORE n - AREA Hm SIR- J. o UTILITY 7'-7- EO r a (D I DM WA TOILET #2 • I Cal0 - TRA O1 F t TOILET #1 LWE�KRHANc� - ,. _ e1• Revisions ol� FLOOR PLAN SCALE: 1/4" 1'-O' - Or..n A �1 TN Onsxee fA Alvw.e By NED6 NEC* DA t-p. ]-6" W - RIZZO r-o ASSOCIATES A TETRA TECH COMPANY 4 One Grant SvMA M.90gllam,MA 01701-90055 S06.90.. 7.2000 NAx ae V O 2� - fJR,imt TAIe 10 - Christy's OI � T O Hyannis, MA s - r C_ v - $heel Title PROPOSED cl TOILET DETAILS FLOOR PLAN SCALE: 1/2' - 1'-0' 0 NOTE. TOR.ETS HAVE BEEN DESIGNED TO COMPLY O` WIM ALL APPLICABLE STATE AND A.D.A.y Scab:N.T.S. el No.REGULATIONS - - SI, u Jop Ne 9760 Y tb Name 97BDP-A01 A.. L •. 4 OPIe;0//15/0/ Foundation Certification in Hyannis , MA Pre eared For: Solvi Couto Assessor's Map: 328 Lot: 151 Baxter Nye Engineering & Surveying Community Panel Number 250001 0005 C Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Deed Reference: Deed Book 19,801 Page 317 812 Main St. Plan Reference: No Record Plan Defines Locus Osterville, MA 02655 Phone — (508) 428-9131 Fax — (508)-428-3750 Owner. Crisco Realty, LLC Job Number. 2005-078 Scale 1" = 40' Date 09-09-2005 ♦ I N / I O� W I O J°J C^ I / m ��e 0 �� MAP 328 PARCEL 149 0 N/F D AND S MACDONALD FAMILY TRUST +4V DEED BOOK 6527 PAGE 149 I ♦ j� 2 ,�� ^ S 68bs. I $Qr I 4,0�' MHB(HELD)0 9,06 Op. S MAP 328 PARCEL 151 0 TOTAL PARCEL AREA 38,518t SQ. FT. 0.88f ACRES N IOCq )zN0 lFp Cq w 0 OS rn MAP 328 PARCEL .147 N/F.KORPELA PLAN BOOK 64 In PAGE 43 -k4 �Ic ✓UHF'6'9 �qRi o 18 89 ��63,?. v m �T r<q /OTyST C 8 - YpU T yi 11,,-4,,�,'v4 ,. , 1 0 9,1932CTf?8 N CB DH FND OUHTY�q YOU MAP 328 PARCEL 146 T N/F RAYMOND H. YOUNG MHB FND PLAN BOOK .94 PAGE 31 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON ARE LOCATED IN RELATION TO THE MONUMENTS SHOWN AND ARE NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. - � - S 4 Fft REGISTE D PRO SIONAL LAND SURVEYOR N BAXTER, NYE & HOLMGREN, INC. DATE 4. NOT FOR CONSTRU9NE THESE PLANS HERE PREPgpED F PURPOSE OF OBTAINING STATE INTEND TO BE USED AS CONSTRUCTION • AND LOCAL APPROVALS AND ARE OOCUM NT E S. SitePlan RevioewApplicatioq' -n' Christy's of Hyannis, MA 156 -1yannough Road (Route 28) Hyannis, Massachusetts April 15, 2004 Revised October 1 , 2004 Applicant/Developer / ChrisCo, LLP. 105 Pleasant Street y ' Hyannis, MA 02601 o Engineer/Landscape Architect Rizzo Associates, Inc. One Grant Street SITE Framingham, MA 0 1 70 1-9005 Phone: 508-903-2000 Fax 508-903-2001 y l I F! Owner: Leonard Rumpler Revocable Trust LOCUS MAP Providence, Rhode Island Wellhead Protection District o l000 200° Revisions p1'� B=H' &ainess District Sg I6In Feet Traffic Engineer: PRD=Pro iorwl Residential District ' RB=Residence 13-1 District Rizzo Associates, Inc. WP=Wellhead Protection District Dnmm ev O.b6�ea 6. u.�.m ev APrwed OY One Grant Street SC, SG CIA _ Vicinity Map 1.=1000' Framingham, MA 0 1 70 1-9005 Index 0 W 0• Drawing Title 0_ RIZZO _ ASSOCIATES C-0 Cover Sheet A TETRA TECH COMPANY ZONING SUMMARY TABLE o-c—nts— o Fnuninghan,,MA 01701-9005 T C I Existing Conditions Plan ZONING'HIGHWAY BUSINESS DIBI IPARCELkMAP 326 LOT 1611 5089031000 O GAS STATION.CONVENIENCE STORE AND DRIVE THRU'S ARE PERMISIBLE USES IN THE HB DISTRICT.SITE ALSO LOCATED IN THE WELL PROTECTION(WP)OVERLAY DISTRICT. C-2 Layout and Materials Plan REOUIRED PROVIDED(EXIST.) PROVIDED(FUTURE) O 39.183 SF 39.183 SF Pro kcl O C 3 Grading and Drainage Plan � MINIM MFRON AGE dO.MINIMUM LOT AREA 20' 260(ALONG RTE.26) 260-(ALONG RTE.26) ' o) MINIMUM WIDTH I6D 230': 230'x C Title hristy's a_ C-4 Landscaping Plan of - � MINIFRONT YARD 26)' 60� BB'TO BLDG. B9'TO BLDG. ' SIDE YARD• 30' 66' 66• Hyannis, MA O REAR YARD• 20 26' 2T U C 5 Construction Details and Legend MAXIMUM BUILDING HE E 30(2STORIES) VARIES VAMES W - d ID C 6 Construction Details PARKING TOWN Sheet Rlle ,. SPACES SPACES 0 AREA SF . REQUIREMENT RE UIRED PROVIDED COVER RETAR20NSUMER ]4I y 1 SPACFJ200 SF 7 1 0 Fl oor PI A I an SERVICE D SHEET TOTAL 1.341 7 10 A-2 Building Elevations _ 2HANDIGAP SPACES ARE PROVIDED - ° •SETBACKS TO PUMP ISLAND CANOPY ARE.30'(FRONT).70'(SIDE):AND 97.5'(REAR) y stole:N.T.S U . Sheet No. O - d4b.N9:9760 i d File Nome:9765/154 1 C-0 / • Q14:Od/15/Od r4 . NOT FOR CONSTq MESS PUNS MERE PURPOSE p OBTAINING STA INTENDED S BEAND LOCA� R USED SASNCONSTPUCDON D ME NOT R / IN DOC T HC N/ k• > D AND S MAGDONALD FAMILY TRU5T / ASSESSORS MAP 325. PARCEL WI .... ....... 1 40 8. , 214.1 (Rec) 246 , 't •n. r, I h v 5 t h , .r x_ / x \ N KORPELA ^; 1 .Y,.... - ....... `v SORS MAP _ ... SSES + ....... ..., - .. .... i.. .t ,\y.. S :. A I - PARCEL. 147 28�,- C \ 1.f+• ,,,,, \ v n 100 1 a o ��' } zoo 4� l ut OGS F,,., / ih. f i Nv V x , AR ..... �. U—S r, h CO ...._ _ .:S 0. y`• Y,, \\M. Revisions a \r •y.r . . ' i -RE 1 ' i M1'". .. ONCRETE .. Drew�er Deswea e, Cna.+ 1 Aspwee e,. PAD: MOBIL CANOPY \ GJ/5G GJ/SG DA .. n h' EN , ., \ .., G .... .> \\ , ,l LE D y / p . .. .. , k ,O. .. ...... w , o : .. S.., ...., .. yi .:, ... RIZZO ASSOCIATES .\. \ A TETRA TECH COMPANY O Ore Grant Sheet '' � I� `•: '' , ' ... ,,.)) F.a ham.MA 01701100.5 .r�i .'r' _� ' \A \\ G, 'S.�.w AS We.9W.2000 — o �� m - .... ....... .. _ r l^� — - h el nue r. \ a.` — _ — Ci risty's w .S Of Hyannis,MA U , - I i \ � Sheel title EXISITNG NOTES: CONDITIONS s' t.FOR LEGEND SEE SHEET C-5. PLAN U 2.THIS EXISTING PSEDFA CONDITIONS PLAN WAS LAN FOR FROM A PLAN - GRAPHIC SCALE� ENTITLED'PROPOSED FACELIFT PLOT PLAN FOR S/S/01-OM - PREPARED BY CALE ASSOCIATES,INC. DATED 4/30/90. SURFACE 10 .0 5 10 20 40 FEATURES AND APPROXIMATE LOCATIONS WERE CONFIRMED DURING A BENCHMARK: TBM �/S41 IS A COPPER PLUG s`e'e:1-10Sheet No. � SITE VISIT ON MARCH 21,2004. - iij SET IN A CONC. WALL AROUND GAS STORAGE. Ib N,-sTso 3.MONITORING WELL LOCATIONS BY ENVIRONMENTAL ENGINEERING& ( IN FEET)GEOIECHNICS,INC. 1 Inch = to re. TANKS OF NELSON COAL AND OIL. File Ne'97eDP.cEco1 n_ - #180 IYANNAOUGH ROAD pst4,Done/oa v M NOT FOR CONSTRUCTION TINE" ER, PURPO -0 ARE NOT INTEND OBTAINING STA OR- AND ED o BE USE APPROVALSAS CONS, UC00N I REMOVE PAVEMENT �. 0 AND 5 MACCIONALD FAMILY TRUST TO PROPERTY LINE BEGIN WOOD ASSESSORS MAP 326. PARCEL 149 PROPOSED WOOD COMMENTS �RAIL FENCE i ,.,, RAIL FENCE .... un,r - -- -W'-Ir—x---x--••>e--max § 20 --T= x ■ x—...'x '„"y"��41�`x al.. ....,.x�-r=x— — =x--- r `'•'_.._ ,,^,•e J`.i t _ 214.10 (Rec) 1 " I LIGHT TO REMOVE ::.,1� REMAIN.,,. .. REMOVE 91,T.. ^.� - NEW WASTE RGH7 t CONC-BERM CANOPY TANKSTANDARD R&R �... - 3pR ..• _.... " ��'.:1 -\`•:�L BITUMINOUS OPAVEMENT 7 +,. LIGHT REMOVE -' BIT ONC 1 n ,.66! .., v . ..._. NEYk '`... . c -'•(sb•..) - ................:CONCRETE LIGH.T� - - ,.. '� ..... ._ TRASH PAD -. - - 1 'IO'R : - LA �. :r'; BCC SpR PROPOSED STATE 4•R SEE SHEET A_ HIGHWAY WIDENING - FOR PROPOSED? �. . ___- _ I FLOOR L Y it .. - RS-t MENU BOARD Je I "DO NOT , _ORDER BOX LA Y\ wF 1 I, I .ENTER" SIGN FR7;I ,^v a:�+l✓ �..�\. ASSEP oRE MAP 326 C 147 � sIt 0 uo [REMOVE o `t . in a V� NEW,: t: .} UTILITY m z I s .:., LIGHT a i i 01; POLE m Tj R7 I J + C CI CONCRETE 1 WHEEL ...-_'--- +: STOPS PROPOSE ."' a. `.z• _ - - BUILDING - - I ' PROPOSED TEMPORARY"-- OVERHANG - - �:'•p END HEAVY' DUTY CONSTRUCTION EASEMENT - - REMOVE °j�' ��. 0 RIGHT REMOVE '' - REMOVE EXISTING STER \ SECTIONNT _GONG. DUMP 1' EXIST. CANOPY, ' TANKS .... ........... \CONC. PAD I I : ISLANDS AND MAT� ` - --- PAD •.,\y STOCKADE'FENCE RELOCATED I \\\ LIGHT .. . . .... .......... p / / vo"s as°or,,aw covvcx -:INSTALL 2 10,000 GALLONw.oa:K...,s .. c, CONCRETE PAD= DOUBLE WALL WITH POSITIVE - FIBERGLASS TANKS Q %. LIMITING BARRIER BAR R Revisions N < - .' '" ° REMONBIT. HEAVY DUTY 1 ,-LANDSCAPED " ° C ° �CONC. BERM BITUMINOUS 1 _ AREA m: G ° V"(TYP) FAUOLTIPLED• ° ° G ° ° Q O - /p� PAVEMENT S \•''•. .\ or {9�Pp E. 0 0 .\ r�' 0,awa ev o°saD.4 er cnDa.4 ay Apprwa4 er �'• ° D ENS Fps GJ/SG DA OA �• RELOCATE ° ° D n >o ° a .. \\ 'R t a SIGN 26'°rYP. n e \ g \�!a ,:.( 74'CANbPY R&R D T\7Gl o�v \ r SEE NOT£'6/7.... tiy� UGHT \ D - PROPOSED STATE HIGHWAY WIDENING - ENO WOOD w \ " PROPOSED TEMPORARY _�'/ RAIL FENCE �:-� ' �y, U /f CONSTRUCTION EASEMENT ti..l NEW RIZZO Bcc NEW R&R SIDEWALK ASSOCIATES -� `+'• _ _ _ R _ LIGHT ,RAMP wF A TETRA TECH COMPANY AREA r'.\ RELOCATE Yclu ore cam sDee NEW SIDEWALK "% - J'R A55E5SORS NM FertJ ham•MA 01701-9005 L .... R1-T". o UTILI-T,Y PARCEL. I 50B9o02000 ANDSCAP AN RAMP -`" , ��_- -> -' - REMOVE BIT. \'ANEW SIDEWALK "P POLE T o (BY OTHERS) "' / -` f—CQNC. BERM RAMPS. u sp \ - p \ '.'G.� r::' :.... .. .:..:' �?.'"' .: ...•• R=1154.7 -- - -- _ - .•-+�y� -y-w.��?_ _ _ (BY OTHERS)" �. ti NEW R.... C StytS hri rn SIDEWALK of o (BY OTHERS) Hyannis,MA 0 m n. U D SITE LAYOUT AND s NOTES: _:.:..... __.....::::.:...: MATERIALS AT j 1.FOR LEGEND SEE SHEET C-5. ].BOTTOM OF CANOPY CEILING 0 14'-6'. 0 2.OIMENSIONS ARE FROM FACE OF CURB OR FACE OF TOP OF CANOPY= 17'-6'. - GRAPHIC SCALE PLAN 'o BUILDING UNLESS OTHERWISE NOTED. - n j 3.FOR FLOOR PLAN SEE SHEET A-1. 10 0 5 10 20 40 4.FOR BUILDING ELEVATIONS SEE SHEET A-2. $tole:/•=10 si,el N u 5.FOR DIMENSIONS SETBACKS(•" SEE COVER SHEET. , J4b N,..9760 .v 6.FIRE SUPPRESSION SYSTEM WILL BE "PYROCHEM' - O ATTENDANT II(ATD35 BC)ISLAND SERVICE APRON IN FEET) •^, a SHALL BE CONSTRUCTED WITH POSITIVE LIMITING _ 1 i ch = 70 )It Fae Nome:9760P-GPBO1 C-G / BARRIER. G Qg{g'04/15l04 t 1 NOT FOR CONSTRUCTION IMESIE 1 I PURPOSE OFSOBTANNC STATEAND WERE PREPARED FOR nrE I .. OI _ Y r E USED AS CONSTRUCTION . LEACHING cuwerD+rso e PRO�.LS AND ME (e A.) ti...;; NEW G �� Hors CHAMBER „,. = 1 D AND 5 MAGDONALD FAMILY TRUST - 6.5 �i DO M 3 , 1 WATER QUALITY A55E5SOK5 MAP 326, PARCEL 14-1 ..... =32.16 8" PVC). '� '1`~ BOTTOM = MA INV. ELE \ � 1;r ........ _..... ..M PLE .. C x'� '' V8.20" E - �C _ MAINTAI1r�EXISTING o. � / �� - , • ....... mot-- ....,. .. , ; .: 1. .1.:..... ...... LEACflMC CB,.Ai'i..t �� p I 1 NV=,32.71 (IN) �_i ' ' INV$'32.21 (OUT) I � TC J NEW CMi`,, SX .Y RIM=35.7 INV.=32.76 y 1� > r , , <......... y i ...,. :. .. SEE O 6. 36.ao NOTE 7 ... •.. fig. r 1 - , c 1 1 , I 7 ; 1000 GAL GREASE TRAP I L, vt 1 WF .(SEE NOTE'8) ' 3 E, `' 0 \ „ , LA ....._. .. ....... ......0.._ ... ... ... .. ''I \ A55E550RSEMAP 325^; I ., ... ..PA EL 147 W^ u -I _. v. a 34 z o � -:8 0 , r 1 s I a TC 34.70 °MAINTAIN EXISTING �° 4, ty i O ' JDRYWELL MAINTAIN EXISTING . ., ., _ .moo, - ,4roiro, :, ORYWELL � 0,Nr�� I NEW LEACHING \ H CHAMBER (8' DIA.) P O k I I•' •. RIM=34.4 to% t imro. w mwr f Y = _ .. L. '._.. ..,, ' ncNva4s esco.w / ...' ` BOTTOM ELEV=244) s REMOVE DRAIN `tz;` Revisions ns AND CLEANOUTS 7i' / a J O e n ° s .ar .y"ea ar cnwee ar ear . ,. -MAINTAIN ° , p 22' 8" PVC: ' D 5v DA DA EXISTING, LAID FIAT i SEPARATOR A 15'-8" PVC 0 4 / ®a. ` ® 0.005 o NEW, CB �pl- J NEW DMH R16i-386 RIM=33.3 -,`�v ��:. _ NV 2 `O�LO �• 1 0 1 INV IN-,28.8 \f INV IN=28.8 INV OUT=2&7 if a �\� y. �'. / .... 2- ;8".PVCCEI TO ' _ o REMOVED �..®0.008 NEW CB 40,8 - Z O `n `C,`2, ... NEW B �^ :c.c', X35.40 INV�OUTS ®®\,o R ASSOCIATES O N C `, - - - i # RIM=34} Cr. _ SEPARATOR' 29 OOSOLC ,. 1, _ A TETRA TECH COMPANY NV.=30.3. _ _ — — — — — REMAIN 0-G9 SI—I :mac;;.. -�� N C W 8" � _ \ 508.90.�MA ovol 9Dos v .: o .� REMOVE - - = REMAIN „ E AN I o .... � .._ _...... _N V ti� I7. 8 5 L N' 1 CATCH BASIN a .-._"'"�� \PV .. •• C ,.,,D,RYWE � ' �T _ 0 ` 0 7 7- - s 4.— Proi,,,Title 154. — —— — — — — Chrl DMH TO REMAIN %4 � s s s NOTES: TO REMAIN - _... ................... .... N�W C8 of / INV ou.5 2 MA 1.FOR LEGEND SEE SHEET C-5. - V - 9 Hyannis,o a 2.ALL NEW DRAINAGE STRUCTURES SHALL BE PRECAST CONCRETE (SIZE AS SHOWN), PRODUCED IN CONFORMANCE TO U H-20 LOADING REQUIREMENTS AND ASTM C448. n•� _ a h ems.t Title 0 3.DRAINAGE PIPE SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTM 03034. UJ 4.EXISTING MONITORING WELLS, DRAINAGE STRUCTURE RIMS/GRATES. AND CLEANOUTS SHALL BE ADJUSTED TO NEW - GRADING j PAVEMENT GRADES. _ _ AND O 5,MONITORING WELLS IN PAVED AREAS SHALL HAVE A CONCRETE COLLAR 2'.2'.6" THICK INSTALLED AROUND THEM. DRAINAGE Oa PLAN 6.ALL EXISTING AND PROPOSED CATCH BASINS SHALL BE PROTECTED DURING CONSTRUCTION BY USING SILT BAGS nGRAPHIC SCALE ^ AND/OR HAYBALE BARRIERS. 0' 10 0 5 10 20 40 7.CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SEPTIC SYSTEM(ALL COMPONENTS)PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTRACTOR SHALL INFORM ENGINEER OF ALL THE COMPONENTS OF THE E%ISTINC SYSTEM No 9760 9 eel No. '0 (HORIZONTAL/VERTICAL). (IN FEETJb f1 )7 i ch = 10 ft. - fla Namc 97fi0P-CPGO7 C-3 - a B.INSTALL NEW 1000 GALLON GREASE TRAP ON EXISTING SEWER LINE FROM BUILDING. CONTRACTOR TO CONFIRM CUTLET INVERT I$}'(0.25')BELOW INLET INVERT. �:04/15/04 V - t NOT FOR CONSTRUCTION 6 WHITE PINE THESE PLANS MERE PREPARED FOR THE I 4 SERVIGEBERRY PURPOSE d OBTAINING STATE I WHITE PINE 2'1 NANNYBERRY AND LOCAL APPROVALS AND ARE NOT INTEND i0 BE USED AS CONSIRUCDON DOCUMENTS. I O AND 5 MACC>ONALO FAMILY TRUST ASSESSORS MAP 326. PARCEL 149 1 J LE : S �.. ta.tD' (R ,: — 5 WHITE PI .,.. T_. .. NE , 50 MEIDILAND ROSE (ICE) 1 ... - .. I 1 _ 3 TEA GRABAPPL I "(- 60 SWEETFERN 1 PROPOSED STATE 7 1 I�HIGHWAY WIDENING 25 INKBERRY " I 40 5WEETFERN N/F ASSEPARCEL SRORS MAP 325 A C L 147 I w 1 I SERVIGEBERRY r? !j. o ! r z ( L. 1 i 40 MEIDILAND ROSE (ICE) "L=-`-----�= _ / O MEI ILAN ROSE (ICE) ';a) 2 YOWWOOD 1:: 1 2 EA CRABAPPLE Do 'ao,>`,•�r roro,ro. �cM,a„:eA,rD n..O.e�MrE.re oN0 sroro• x 0 I YELLOWWOOD —°,:e.:r m rowr,r: 150 GRO-LOW Revisions n ° SUMAC \\ ..1 ❑° < ° ° a ° b I - BY DaiP-B, Cla[Led 9/ A--er l SHRUBBY ST. JOHNS RT % ® a °° A a °° ❑ a ❑ 45 RF ` re re oA ' D ER ~° ❑ °® ° ° GRAN RYBUS ❑ , ® o ❑ a _ \\x °° _ / e.. 500-1EIDILAND"Y \P�°s 50 MEIDILAND ROSE (FIRE) a ROSE(FIRE) :r >T , a PROPOSED STATE - ':E_ HIGHWAY WIDENING .. ,. - �• 4 x a \` I TEA CRABAPPLE t o i _ - BO ASSOCIATES N/F A TETRA TECH COMPANY YORII/NC are Gram S M t _ AS PARCEL �Iw 017019005 ;0 77777 ; ._.._ � :..i, ..1,,... dU . � SESSO S M Fro m sae zoao oPLANT LIST R_tt5Tj8-- —— —— __ _ — — _ _ _....... .:.„ _— Pre kct Title .... _.._ Christy's DUANT. SYMBOL BOTANICAL NAME COMMOMNAME SIZE/FORM SPACING NOTES 40 MEIDILAND ROSE (ICE) of U SMALL SHRUBS/GROUNDCOVER 20 BU5H GINOUEFOIL Hyannis,MA 0 100 Cp Comptonia peregnna Sweetlam #4 Pots 2'O.C. - NOTES: 60 Hp Hypericum pmlificum Shrubby St.Johnswod #4 Pots 4'O.C. 1. FOR LEGEND SEE SHEET C-5. L.) 150 Pf Potendlla trubcosa'Abbodswood' Bush Cinquefoil #4 Pots 4'O.C. ti 550 R. Rhus aromadca'Gro-LOW Gro-Low Fragrant Sumac #4 Pots 2'O.C. _ 2.PROPOSED PLANT SPECIES SUBSTITUTIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT AND SUBJECT TO Sheet rille 140 Rmf Rasa meidiland'Fire' Meidiland Rose(Fire) #2 Pots 2.O,C, HIS/HER APPROVAL. 36 Rml Rosameldlland'Ice' Meldiland Rose(Ice) 02Pots 2.O.C. LANDSCAPING O> LARGE SHRUBS _ 3.PRIOR T0,DURING AND FOLLOWING PLANTING, ALL PARTS OF ALL PLANT MATERIAL SHALL BE MAINTAINED IN A 26 Ig Llex glabre InMberty #7 Pots,34'ht THOROUGHLY MOISTENED CONDITION, INCLUDING TREES ROOTBALLS. PLAN G 5'O.C. - a 30 VI Viburnum lentago Nannybeny 07 Pots,34'hL 5'O.C. _ 4.DURING AND FOLLOWING PLANTING ACTIVITIES.PLANTING BEDS SHALL BE MAINTAINED IN A THOROUGHLY MOISTENED O/ 45 Vic Viburnum trilobum'Compactum' Dwarf Cranberrybush #4 Pots,2.3'ht 4'O.C. CONDITION TO A MINIMUM DEPTH OF FOUR(4-)INCHES(BELOW MULCH LAYER). r0 ORNAMEN7AUU GRAPHIC SCALENDERSTORV TREES IN FEET 5.IMMEDIATELY FOLLOWING PLANTING ACTIVITIES, PLANTING BEDS SHALL BE COVERED WITH SHREDDED PINE BARK 10 0 5 to 20 40 •'5c°Ie:1-=m � 5 Al Amelanchier atborea Downy Serviceberry 5'-6'B88 As Shawn Multi-Stemmed MULCH TO A MINIMUM DEPTH A THREE(3�)INCHES.. - met Job No g7fi0 o 5 Mh Malus huehensis Tea Crabapple 1.52'Cal.B&B As Shown N°.. LARGE TREES 6..MULCH SHALL BE RAKED OR FEATHERED AWAY.FROM TREE TRUNKS AND SHRUB STEMS SUCH THAT MULCH IS NOT ( ) FJe 9760P-CLSOt b 1 Ck CW tru dass Mentuckea YellOwwootl 1-2'Cal.B88 As Shown IN DIRECT CONTACT WITH PLANT TISSUE. 1 inch = 10 ft. Qa3,q 04/15/04 ,4 NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAININC STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. 6'LONG PRECAST CONC.WHEEL STOP '• - GRAN.CURB TYPE VB ANCHORED W/(I)N0.4 (�) I-Itl�2' 'CUSS 181T.CONC PAVEMENT NEARING COURSE OVER BARS 12'LONG MIN OR SIDEWALK ' CUSS I BINDER COURSE 1� ON AND O SIDEWALK 6"REVEAL TACK COAT - 2• i 2- 6 /4 BAR COAT. II =AWRY 6'GRANULAR BASE COURSE PROVIDE 2 HOLES FOR 3/4' SPDXY CIR OF PETAL RODS.TO BE A 1�—� 2'TOP COURSE YIN Oi 1B LONG I'(TYP.)6'GRANULAR SUBBASE C04PACIED IN 6'UFTS2'BASE COURSE6"MIN. UNDISTURBED EARTH OR COMPACTED COMMON FILL _ B'ASPHALT STABILIZED BASE B'RECLAIMED BASE 1 Y CHAMFER CEMENT``ONCRETE NOTE: EACH END SEE M.DP,W ASPHALT FINISH AND BINDER MATERIALS SHOULD CONFORM TO SECTION NOTES 4-LOAM R SEED OVER STD.106.3.0(TYR) s M3*BITUMINOUS MATERIALS'OF THE MASSACHUSETTS HIGHWAY I.CONCRETE TO 5.000 PSI AIR ENTRAINED GRAVEL BORROW _ (gRECLAIMED BASE NOT DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 2.SEE WIN EL s/J FOLDCP cOUHING SPACE SIZE AND TO BE USED IN THIS fOR E OP 5. AREA)(TTP) 1-1/2-BIT.CONE.PAVEMENT LATEST EDITION. 3.PAINT IMEEE``STOPS OSHA YELLOW WHEN PLACED - M IFlED TOP COURSE TYPE I-I ON CONCRETE. 2 1/2•Bn.CONC PAVEMENT BINDER COURSE TYPE t-I HEAVY DUTY PAVEMENTSECTION PRECAST CONCRETEWH I STOP.DETAIL BITUMINOUS CONCRETE CURB DETAIL "'Ts TUTS, N.T.S. VERTICAL GRANITE CURB • 2 LEEXISTIN GEND RI-I REFLECTIVE ALUMINUM PRE 1'CLASS I BIT CONC.PAVEMENT WEARING COURSE OVER •� ..-.-._.... ..._. DRAM LINE W/MANHOLE D O-- 2'CLASS 1 BINDER COURSE • Ig• SEWER LINE W/MANHOLE 5 m TACK COAT x ....._..__... ........_;s..._.....,. WATER MAN W/GATE W >9� 0 _._._.............._..._.y.......... GAS MAIN W/GATE 0—s°BoO o o W - '—GALVANIZED'U'CHANNEL POST 0 oP.o.. o.: F ELECTRIC 3 TELEPHONE CONDUITE/T 6'GRANULAR BASE COURSE m .......................:: ........._............ p� 6'GRANULAR SUBBASE COURSE —PAINT CONCRETE BUCK ELECTRIC MANHOLE ororo• AFTER CURING TELEPHONE MANHOLE ervs/w AT ASPHALT LOCATIONS O UNDISTURBED EARTH saes a/xa/w - OR COMPACTED COMMON FILL CATCH BASIN L pppppp REETppyy - .. eesxo wJ,m NOTE: CONCE • FIRE HYDRANT Revisions -- ASPHALT iR115H AND BINDER MATERIALS SHOULD CONFORM TO SECTION DRYWELL M3'BITUMINOUS MATERIALS'OF THE MASSACHUSETTS HIGHWAY - _ - SEPARATOR DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES ' LATEST EDITION. TRANSFORMER G SG ll- OA STANDARD DUTY PAVEIVIFNT SECTION i -. , I - - CONTOUR WALEVATION I I I — .- ... - ......... SPOT WIRE .BT.ri OVERHEAD .... .... - r LIGHT POLE W/HANOHOLE u, W $TELL -r ' UCHT POLE 0 % STOP SIGN DETAIL " UTIUTY POLE pUP NTs HANDICAPPED PARKING SIGN DETAIL _.....................:.. CLOUT /C/D n TUTS _... MONITORING WELL -�Alw-/ R I Z Z O o '-" "'` •"' "' •' WOOD RAIL FENCE —x W W.— ASSOCIATES \ THICKNESS BITUMINOUS CONCRETE HANDOAARKMC SIGN _ TREE LINE 1 ry WEARINGG C C LOCAL(SEE PAVEMENT SECTIONS '-' AS PER CODE A TETRA TECH COMPANY DETAILS) u CURB one Greet S- TACK COAT AS ... REMOVE AND RELOCATE R&R Framingham,MA DITDI-saos rn DIRECTED 500.903 O TOP OF CURB TC _3O' THICKNESS OF BITUMINOUS CONCRETE rn BINDER COURSE 2'MIN SEAL JOINT WITH BOTTOM OF CURB BIC v (SEE PAVEMENT SECTIONS DETAILS) I MIN TACK COAT BITUMINOUS CONCRETE BERM -_BC�� ' 2 COLD PLANE WIM PCC P.°Kct ti11e PRIME COAT AS r 2-BITUMINOUS CON PAINTED WHITE .0" '_ WHEEL stay Christy's 0 pRECTED WEARING COURSE STRIPE O 45• OC O PRECAST CONCRETE CURB 4•PAINTED NOTES SLOPED GRANITE EDGNG SGE 00 a 'a E)OST.BIT CONCRETE - WHITE LINE Of d$ °°$° 4 0' I. DOWEL BARS SHALL BE MELD M A Y o PLACE B BAR O T E S. A O ° 6" °° SUBS SE (TYP.� SUPPORT ASSEMBLY,DOWEL CONE PAVEMENT BITUMINOUS CONCRETE BIT. co"c. - Hyannis,MA ~O cL$aP�a �I ° TO CURB AND GUTTER.PROVIDE EXPANSION JOINT U BASE COURSE PER I °d°0 CONCRETE CONC. PAVEMENT DETAILS )' n °O ° WHERE CONC.PAVEMENT AND CURB AND GUTTER O UNDISTURBED SUBCRAOE :. < ;7 24' MEET. CORRUGATED METAL PIPE CARP UNDISTURBED EARN 2. RIGID PAVEMENT RECOMMENDATIONS ARE BASED ON EDGE OF PAVEMENT sne`t Till 4WD PSI CONCRETE AND A SUBGRADE MODULUS DETAIL / COMMON FILL D PAVEMENT MATCHING au OF 150 POUNDS PER CUBIC INCH. LARGE TREES CONSTRUCTION % N.T.S. 6.0, ., 3. SEE GEOTECHNICAL REPORT FORA ORDAMEN TAL/UNDERSTORY TREES p - LIST Di RECOMMENDATIONS O AND LARGE SHRUBS _ LEGEND VAN• - NOTE:GRADE TO BE 2Z MAX IN ALL DIRECTIONS - GROUNDCOVER HANDICAP SPACE DETAIL �9760 sass o r a/ N.T.S.Tme T. File N :9760P.CDTOI Doss.:04/16/04 V—u I_ NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAINING STATE AND LOCAL APPROVALS AND ARE NOT .INTENDED TO BE USED AS CONSTRUCTION CASTING 10 FI AS SPECIFIED ADJUST RIM TO MEET MASH MINIM M 2 DOCUMENTS. P NOT TO THEN FRAYS AND COVER PRECAST GRADE RINGS W A ALL YPL 2 D BAFFLE WALL f0 BE LEBARON IFN6 SET IN A FULL BED MAXIMUM 5 COURSES OF RADIALLY PLACED OF MORTAR RED BRIO((MHD SPEC Y4.05.2) -CURB INLET!FLANGE TO BE USED F 24'OPENING PRECAST CONCRETE OR (MORTAR TO BE PER YOPW SPEC M4.02.15) APPLICATIONS POURED OR HAIR PACKED 6• NON-SHRNK CM)UT II•qA. LEACHING BASH NALLLYIIE WArERPLUG CODER 1 1/I I!1" EMBECO OR APPROVED EQUAL [RUSHED SLNE - PRECASF—� .: :. 777. CURB IF APPLICABLE CURB IF APPLICABLE CONCRETE TANK � eae8.0 L. Mum 6" B"OUTLET OPENING 8¢ - FOeSH GRADE c 80 o O o 0 0 o O o a 44 Q O N PAVEMENT AREAS INSTALL NIGH EARLY as O O o 0 0 0 0 O ❑ e ' CONE SECTIONS STRENGTH B"INLET OPEMNG 8a N 1'-1'HEIGHTS �— 24'IF )(•-I,ppp pg COXOREIE MAR SURFACED - Tt�,. - o o = o 0 0 0 o a aa$ w� WM A MINIMUM C L BITUMINOUS TOP 'O 0 0 0 o QO as COURSE OVERVERCOLLAR AR CT o 0 0 0 6 ❑ o 0 0 0 0 0 0 BUM RUBBER SECTION 4' o 0 0 0 0 0 0 o a ' JOINTS PER ASTM C-990 PLAN VIEW - Sa a S S AND M CI SHTO Y-198 ALTERNATE TOP SLAB 10 MEET OR EXCEED —BOifgl ' X-20 LOADING FRAME AND CRATE a 2. - SE7INYORTAR ._.. °e.Pe..4eA 004 oPe oe LeBARON LKIIOA RISER SECTIONS OUTLET PPE TYPE AS SPECIFIED ....MARKED STORY' INLET TO LEA08NG ..FINISH GRADE Ir MAXIMUM DIAMETER AMAUST TO GRADE AS STRUCTURE e IN 1'-/'HEIGHTS NECESSARY USING A .. ..._..- MUDMAUM OF TWO - ) ., l' _ ...._.... a'-0. 2 4 COURSES 9F REo PRECAST 'SEE RAN C-3 "Y O+ENOOS PACKED WiH NOT-SIXBNK BRICK(II YAK) CONCRETE RON -WOE GROUT OR MD TUT RISER SE N- AS NECESSARY GEOTEXTIE 48"SUMP FLEXIBLE[DIINECTOR SEE SPECIFICATIONS BAFFLE WALL FOR TYPE _ UNDISTURBED . _ - EARTH 48Y HOOD TO BE AS SPECKED B"INLET a E NOT SPECIFIED THEN HOOD TO BE NEENAH T BASE SECTION N Sr 6" R-3705 UP TO IS"PIPE a a r OUTLET WATER QUALITY LEACHING CHAMBER VARIABLE HEIGHTS 8" NEENAH R-3701 FOR Hr OUTLET PPE - a ' N.T.S. IEVEI.STABLE AND COMPACTED GRAVEL - '� TWO KQE YT FINISHED GRADE BASE YND SPEC M,-010 TYPE B 1 e. UNDISTURBED EARTH iTµANKWEIE 6"CRUSHED w4YF STONE BASE - SECTION - 4' I.D. PRECAST CONCRETE CAT H BASIN DETAIL OETAIL 1.000 GALON \-eo Row L OIL/WATER SEPARATOR DETAIL TYPE C NT.S COMPACTED SUBGRADE N T.S 4000 PSI CDNCRETE 1.ALLEXCAVA71ON COMA IO ALLOW FOR FREE PERCENT O'DRY DENSITY EQUIPMENT SIZE ACCORDING TO PLAN aroe7u 2.ALL COMPACTION TO A MNM1Y 95 PERCENT DRY DENSITY OETDOMEO BY AS7Y D1557 SEE SVECNICATIONS FOR ADDITIONAL " REOUKEYOIIs ¢ ana/w ..°nrre.rs S ALL PRECAST TO MEET OR EXCEED AS7Y C-178 AND ASSHiO Y 199 SPECIFICATIONS . DUMPSTER PAD _ 4.REINFORCED STEEL TO MEET OR EXCEED AS1M A185 AND H-20 LOADING REQUIREMENTS - _ '• ,� S ALL PRECAST CONCRETE TO BE 4.000 PSI MINIMUM AND MEET ASTY C-478(8 NT.S.1) R@VISIOns 8 ALL INTERIM HOLES TO BE SEALED WIN NCN-SNRUK GROUT DreNn 9/ Oeva°ea BY G .01 A-q 9, SG S6 OA 3 RANGE 24•CIA. FINISH ❑o❑OQa❑°QOQ MANHOLE FRAME GRADE GATMC POINT AND COVER ... O �LLJO❑D�J�]0� INLET = I 3/4"MIN.DMA.NDIBI. e a e o o OOooO❑ooO❑�C❑�oo❑❑ .._..._�....... r.e.wAL..L........_......_..._.. _.. NAShW/16DM.RUA LV. - I _.._.tl....... HER POST [a A A s T NOTES, L-- �J¢p,Oa�a❑u-,❑,ggu-p,❑q,nO —I« 2 1/8"MM.2 1/4'LONG 1.ALL FENCING MATERIAL AD a ALL BE EA. ro n+E c �ULJ¢�WJaLJOQ OUTLET P ENO.TYP. DIMENSIONS SHOW!ON THE DRAWING . "1pM1P,ACTEO I.ALL FFNGE POSTS SHALL BE IREAIED C n 11TLESILIMjj'-�d '^ ALL$IDES FOR A gT.ENSION OF 3'-Dt �^ ,•�/•• �` ''-e' L,. g N FROM BUTT a Post _4 1/2'YIN.qA CEDAR 3.POSTS SHALL R(Z Z O MAINTAIN A DEPTH Di .IY`PS7 POST.B'-0"O.0 TV. 3•-0'IN GROUND D SHALL BE RACKED ASSOCIATES TO ACCOMMODATE ANY 04ANGES IN GRADE. ---- ' 1 N a7� L-OALEKD E 13/16%2 5/8-PICKETS, 4.LINE OF FENCE TOP R BOTTOM SHALL BE �C' ' A TETRA TECH COMPANY T / Om!Gran)Street yrrr--as v.•---� 1 3/4 FASTENEAIUYINWLSCREIW POSTS D STRAIGHT BOARDS ORE SLATS S �c1Q .• _ - N SECTION A-A NAI(S(2-TOP R BOTTOM 51AU BE INSTALLED PARALLEL AND MUYB Fmmirgham,MA o1701-ODDS \ L SOB. 3.2000 °o ; -MIDDLE RAIL) ALL LRAILSBE SHALL BE INSTALLED PARALLEL O NOTE:FRAME AND CRA SHALL BE 00.0pO o�m oo a, _ AND TRUE. RN I HEAVY DUTY CLASS 30 GRAY NON. ..°°...,._.......................°°° u / S.ALL GATE HARDWARE SHALL BE DOUBLE rn ..................... .. ..°.._° ......_...._..................__...., DIP HOT GALVANIZED. si - . 3 a CROSS SECTION VIEW A-A TMICAL SIFICTION a CATCH BASIN FRAME AND GRATE HOOD GAL. GREASE TRAP DETAIL ChrisWs HAS A.T.S. STOCKADE F N .F QFTAIL Of 0 N.T.S. CANOPY ISOMETRIC Hyannis,MA U d O l0 r 5hee1 IIIe i CONSTRUCTION 0 DETAILS / 0 rn - U SSP'e:N.T.S. m Job No.:9760 N. he a. am File ne:976OP-CDTOI 08L V 04/15/04 NOT FOR CONSTRUCTION THESE PLANS HERE PREPARED FOR THE _ PURPOSE OF OBTAINING STATE —0 LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. Wrc ® IC ICE w B 2 ® ® 430 L 1 BIN CB CB ( DESK O I i ]'LFI CASH $LIC o DEInELD UCR '-6. WARNER UNDE C. Y-0"$ANOWTCH STATION 13'-2" W/27"A 32"DELFIELDS WTRE SHELVES p 12'1.5 00 2-B" YCOYPARIYENT _ �u < I 2. DRAINBOARD SINK i 4 . 3535 0- STORAGE I pl�p�I��gII������. IF] SINK 2 2 - NEW ENGL "r`^-� HAND SERVING e } � i - AREA a :� I� DELFIELD / k S0"%t'RICH - u P.LAY.SPLASH PANEL TV 3'STATIf 1a, - ICE CAD I UNDER PE SALES I 00 C.1i. o AREA _ mm (NO SEATING) AREA O R E H.W. ® HTR. I UTILITY 7--7- , o: ED W� m g 8 6 UMBING w TOILET #2 I CA (GOD)1RAL TOILET #1 °/ c .ro.ro. Tma°. � SAMD LINE OF OVERHANZ ° Revisions FLOOR PLAN SCALE: 1/4" 1'-0" 0— D�o—V C,—I ft A°pwaE Br .. - NE06 NED& OA 6'-I- '-7" Y-6"MIN. ' RIZZO s r_ID• ASSOCIATES a _ MAX. - - - ` 'I'•(, - Oro Gran BlreeCH COMPANY - Fr HM gH°m.MA 01701.9005 �. =903.2000 1 9. -' vmw.nxm.mm MA%. V O 12� N MIN. ru 0, Pr°iecl title m Christy's - CLEAR O of ni (T 3 Hyannis,MA .a ' - o a 0. 0 sHeel Tille I PROPOSED / TOILET DETAILS FLOOR PLAN O SCALE: 1/2" - 1'-o" Q- / ID +, I 1"0 TE r : TOILETS A HAVE BEEN DESIGNED f0 COMPIY Ki7H µL APPLICABLE STATE AND A.D.A. ` SNeel o. . / REGULATIONS. $iulg N.T.S.Jab N°.:9710 U N File No _ L A 2RI&04/15/04 / j! NOT FOR CONSTRUCTION THESE PUNS WERE PREPARED FOR THE 13 13 _< PURPOSE OF OBTAINING STATE INTENDED TO BE USED SAS CONSTRUCTION - AND LOCµ A PROV AND ARE NOT OOCUMENTS. ✓V 1.10 RAKE W/1.3 TRIM, - WRAPPED IN WHITE VINYL - PEW EINGUM O �I�Vut-aFHN�r ❑❑ <. _ ' •. 1.S.1.5 CORNERS WHITE VINYL 1'INSULATED AND _TE VNYI - CLEAR-ANODIZED PAINT PANEL. 1.5,1.6 CORNERS WRAPPED IN WHITE VINYL TEMPERED CUSS AT 1'INSULATED GLA55 AT B"DOUBLE COURSE VINYL, VESTIBULE WINDOWS. OTHER EXTERIOR WINDOW5. ALUMINUM STOREFRONT PAINTED ROYAL PLUM WRAPPED IN WHITE VINYL MATCH MINDFUL GRAY COLOR FRONT ELEVATION - SCALE: 1/4' - 1'-0" BIALONG 25'-0' > ilplp e!op snsp. ncHsws e.sm w owexn ❑ Revisions ■ Iz..n A D.v9e.!er c>..Aee ar A1vwW M ■ - NEOG NEDG CIA EXTERIOR FINISH MATERIAL SCHEDULE COLOR MANUFACNRER PRODUCT N0. YOJOfUL GRAY SHERWN M1WAY5 W7018. MENU BOARD WHILE VINYL PANT DOOR.FRAME AND e'DOABLE COURSE NN`!L, USE APPROPgUIE TINT ANO 1.5,1.6 CORNER$ SOCIABLE SHEflWN'NLWMS WB]39 VERIFY EXACT LOCATION WITH OWNER iPoM MINDFUL CRAY MATCH YINOFUI DRAT COLOR OPTIONAL LOW-E SHROUD A$ 'READY ACCESS WRAPPED IN WHITE VINYL FABULOUS CRAPE SNERWIN MILUAMS W6393 SUPPLY POWER TO 00 MENU PROVIDED BY'READY ACCESS' ORIVE-THRU WINDOW ^ BOARD FROM DD CIRCUIT A35 REAR ELEVATION FOR DRIVE-THRV WINDOW. MODEL'BUMP-OUT 10' SCALE: 1/4' s 1'-0' - 12 6L w RIZZO a ASSOCIATES �u A TETRA TECH COMPANY 4 - On!Gran)Sbel1 In Famingham,MA 01701.9005 EEEEEM sh O Prokct TiNe N Christy's o P of Hyannis,MA N 3-5 Q I IL e - sneel Rue 0 BUILDING ELEVATIONS o_ Scale:1'=4' Reel No. j I.S.1.6 CORNERS B•DOUBLE COURSE MYL. CLEAR-ANOOIZED METAL PANEL WHITE VINYL _ /e5.1.6 CORNERS 8'DOUBLE COURSE VINYL, 'FRY REGLET YEYBRANE/ �b N. y75p WRAPPED N WHITE VINYL MATCH MINDFUL DRAT COLOR ALUMINUM STOREFRONT PANTED ROYAL PLUM WRAPPED IN WHITE VINYL MATCH MINDFUL GRAT COLOR GLUE ON WALL LEFT ELEVATION RIGHT ELEVATION F4.Ne 9,6OP-AD2 A-2 % SCALE: 1/4' = 1'-0' - D9S&'06/15/04 SCALE: 1/4' = 1•-0' DRIVE-- - OFFICE' - PREP6 AREA UTILITY TO ' \`�\ CONNECT TO G SHOWN LARITI AB / HOSE BIBB — SECURELY` T� H ANCHOR TO WALL, GAS SERVICE I- � M.S../ K IN � CONNECT TO _7UNDER IEXISTING I -JI P3WATER SERVICE I �__--- HOT WATER HOSE SLAB p I _—` ,I BIBB ® 1'-4" A.Ff RUN GAS LINE TO ROOF HVAC ' UNITS, ISOLATE EACH UNIT I -- P2 I WITH A SHUT OFF. g I r----_—_— r--------, -- i P6 i RG I AC-1 i P4 0— AC-2 I I , I. I ' I - II i------- _Pi , 17 DOOR L -- - I I I ' 'WALK-IN ----- 11 I 1 I I _ � ° 1 � � 0 0 P5 ' ' I I COOLER 9 I 11 I I I ; --- -- - --- —'--' -----� -- — —O--_-3 — —_ O _------------------------ —I ' 10'-5" 5" —---- � ( ' UNDER SLABRG RG � I FRONT LINE CHASE _ _ — iC] 4--- —9 I I ' I i lil I I , I III I I • I 1 1 ` I I II �� I I'Il I p I ---i T i 1 I i It I I I I I I \ _^ d—I c �I 6 JSERVING- SALES - C --- ST0R E II A SALES AR AREA AREA c II II iLI ----- --------- _---_—_--_-----_ ----------- - _----- -o= -------------�_--------------- i 1 11 , - - .• 'D 1 . , �I��..,.I,.I.....I1....I.....s,..I:....,�F..�.I;,..�.�_.I.II�.,.I�:.1�...1"...'::I:��..,,.I..�...:.:::,L.....I:.�­.......,.:_:..i�..�.,�..,�.1 1...:.-.....:,.I.:..1I.­�4...,:..1.,.:..I,:-.­�.z..�I 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Chris s of H a n Is MA y . I56 I annou h Road Route 28 - y . (. . . g . , . . H annis Massachusetts X . . . . . . .. .. Apri 1.5 : 2005 . . . . . A licant/Develo er : . . . . . PP P . . . . ChrisCo; LLP . . . 105°Pleasant Street . . . . . .. . .- . H annis MA 0260I py, , . Y . . b..,.,.�.,.,..-:�1.:.'�I_:_p-�.�..�...I.-:..I".1':.._.�1:.bp....I.I.,:� ....­I 1..1:­....i-_,:�-­'"._-:�.....­.I. .�..,.,­_,.1._,r.-.:-.*.��.­1 ..,I.,...1I._.�'�I..: .::..:......`',-I.:.F 1 ..,.....­:.. .F:...�1,.':. I. 1 I. . . .. .. . ,.., ...�,I....­..'�:..�..0..o*._:1:�Z..I....1.�:.I..�,...I p::.�. . ..,I ,......,.,I:.,.1::.1.,�.b:.....�:.��....:I:..'...�.�.�.I.'. .7.. En neee/Landsca a Architect: t ;,' i, . . o . . � P .. .., ,r. ,: - izzo Associates Inc..��.. � � _ .. .. R : , One Grant Street ,, 1 °`° . . . 8 :;� .e '.. •. T . s I. . Framingham; MA 0170 I-9005 wa Phone: 508-903=2000 . . . . - 1. Fax. 508=903-200.1 . . Owner: I. . r able Trust Leonard Rumple Revoc .r> . P nd : , _ocusnnAp .. . . Providence .Rhode Island , .._ 4 204 . Wellhead.Protection D)strlct ol3tr,ct " ScelelnFeet Traffic En meer. B H)ghwa.Business. g . . yy � PRD=Professional Residential DLstrTct. ,. .: .. .. r D eY'C�•ImU SY:APpoveE Sr RB=Residence&P.DLstnct RIZZO ASSQCIateS,' InC. Dmwn9. WP:=Wellhead Protection District . . . . - . One Grant Street . :.. .. . - _ .. . . " . - .". •... . Frain- ham ,MA 0 1 70 1-9005 . . • . . S . . . . . . I. Index . 1. I. .. . o, . . . N Drawin Title g . w . g RAZZ. OCI ATES. a .. < .. . .. ' r " . . I - . :A:TETRA.TECH�COMPAN Y:' , I,�.... :0 � ., �� � - - � . "One.Grant'Street:;... cU' .. :. .. {. .. ... ..COvel Sh],iet Frcmin dm..MA 01701 9003 .:.; '. . .. .., . . .. . • . . . . .:. .. p '. ., MWW.rIZZo.001,1 , - . . .., - .. � . .. - . '. ' .: ,`� .. .. .. : . .�,ZONING:HIGHWAYBUSZONreNCQ MAP328LM1MA . . - � '" O.ndltl Ol IS Plan ' . " ' .GAS STATION,CONVENIENCE STORE AND DRNE.THRU'SARE PERMIRYSESINTHBL B. C I Existing C . . D i CT. . .. „O , .. o .-. .. . .. . . . _ . EWEREDUIREDC. (WP)PROVIDED EXIIST.). ,PROVIDED(FUTURE).. C-2 . La out and Materials Plan, N Y ' _ _ .:' .. ..'- .. MINIIMUM LOTS AREA LB 40,000 SF' 39,183SF '.S9;183SF . O LOCATE NTH ._ . . .-' " .. .;. . ' .: :';. .: . . ..MINIMUM FRONTAGE 20'' 280'(ALONG RTE.28) :280'(ALONG RTE.2S) - ... :..:' '. radln .and.Oralna 'e''Plan•_ .'MINIMUM WIDTH '.180' . 230's' , 2304 . C 3. ., G g g S .. .. ,.. .:'. .: .MINIMUM BUILDING SETBACKS' .. �.Of S 07,.. .. ... " FRONT YARD(ROUTE28)" 80'•.' ',89'TO SLOG. 89'1b SLOG. 1, C-4 Lan'dsca in Plan a P g .. SIDEYARD' 30' es' S8' .Hya. I MA,, o _ . .. FRONT VARDRLANDSCAPE � 'VARIES VARIES . . , MAXIMUM BVILDMO HEIGHT 90'(23TORIE9).... 13'S 2S'-0' :' C 5 Construction Details and Le end . . . I.. .•, .. , .. .'. .'. : .,, _ . PARKING ,4i.cIIlls g 0_ -. .. .. ..TO N -:SPACES' SPACES " p C-6 Construction .Details . . . �{ . . . L1 ..:'..'. . ' ., .. ' . ,. .".. .. ... . �9ERVK:EM+".• ARE 1,391 � R SPAICEI200SF �'''U 7 O ''�10ED. STIEG l /: .. 0 .: .. - TOTAL' 7,941 T. 10 ' .. p . . . • . .. .. .. .:. ,. ..b .. .Seel«NT.S., '.:2 ANDICAP SP CESA OVIDED -: .' ': ''SETBACKS TO PUMP ISLAND CANOPY ARE:9D O'RONT);77(SO]E)AND BTS(REAR) �. - .: ;Y .. - .. .. . . .� : : ..D91.4:04/16105. . 1. C.0 L . . .. . . . a . .. • . / . 9 , NOT FOR CONSTRUCTION - - ''THESE PLANS WERE.PREPARED FOR THE I .. NOTES:. PURPOSE OF OBTAINING STATE . 1.FOR LEGEND.SEE SHEET C-5. AND LOCAL APPROVALS AND ARE NOT LEACHING MAP 328 PARCEL 149 0 INTENDED TO BE USED AS CONSTRUCTION. UP �/ CATCHBASIN .. N/F D AND S MACDONALD FAMILY TRUST n. `� y� W 'DOCUMENTS• : 36 17-1/2A ` RIM.=35.61 8" / \ � DEED BOOK 6527 PAGE 149 S\ WW 2.THIS EXISTING CONDITIONS PLAN WAS DIGITIZED FROM - INV.=31.6 A/SLQOt ENTITLED SBY GALE ASSOCIATES A FO . .I TI N R � � .. EP // M.. \, it S JH" INC. SS P.O.B: . . / - - I .\ I �pI�I LOCATTIONS°/90. SURFACE.FEATURES'HERE CONFIRMED DURING A AND MS APPROXIMATE \. / 18'MAPLE 1 I 1 I MARCH 23, 2004. 10"MAPLE . M EP // 3 ENGINEERING&MONITORING LL LOCATIONS GEOTECHN CS,IN ENVIRONMENTAL „ d, '_ S 68'06'50"E' III .r . TELEPHONE �� _ - _ 2 EXIST14".MAPLE 1,000'GALLON .274.07 1.50 HC" -\ OH �16M5 e0 HEATING OIL ` STGA.NDS O - q`o' FILLER.CAP(NO LOC) 1,000 GALLON -\ CARGO BIN FILLER CAP WAS �j ON OIL SEPAR TOR . .o n 72' S 1\ \ ' RIM-36.17 w 8'�TEMP. CHAINUNK FENCE / .I I II . 991 .,^� - / APPROXIMATE. III a ",e•g. ,� #II C `. ON i ® �1O LOCATION OF ,III 0. a'i o7 g 6• W. \ / EP BB ,yy 3c.>' SEPTIC SYSTEM . DGHT w/.. :I - - W. -} x6'SIGN `O• I ""\ - I I '-.i' '7h�� \ u •h // .GARBAGE BINS / � IIII o . =PARCELY � PLANTER � 1 STORY BRICKLAN_ ,SERVICE STATION o yY d•� \ d- �°� 6 z .,35.23' 61y. a z .y WITH WOOD FACADE .. S .� / S. g y. ,Qi . No. 156ZD o FPG6 7 Ctt ��\ / _ _ I MAP 328 PARCEL.147 CONC. WAL,( - �-r / PLANTER 36. I / `/ �,y / ,,.{ \\ / !I N/F KORPELA Q�z / P10 S�a PGE EP CC .36.35 w I EP /.� m Y^ \3 I I\LANBOOK 64 PAGE 43 35.90'.P. o :yy� �." .36.1 35.78` :\h DRYWELL o I.. f / RIM=3555 w \,\\ a - I I FILLER ' ` / \ • 8"INV.=26{39 \ cL / I (TYP.) I a ,. EX z �O DOUBLET. 12P O' ASS I oz i .I 1 fL .9 GASOLWE TANK • / oa:--EXIST.q� C VERED / BIaEWA F.IBERG D 1 'PUMP 1 OAS NE°TANK \ / I Revlslons ° O I-�---`-: ISLANDS \ � / 3 \A �I:. `I p. \ / - _ CONCRE •33.16' - a az' \\ a i� A-rXIS rb,ab6<�A[tn ��, I yti`s' \` a I / /' DOUBL�,�yOq( FIBERG a. ;MA.T .f 71 .. I .e tii By Dempne4By CeeckeaBY.APeiwgdey. xI BOLLARD(TYP.) ?. I / M\/. G O. GA$_L1N QTAN!( o I a I .y'S: ra . .\` CAHGOH. DRYWELL /v_ / / RIM=35.25 I I _i > \ 6"INV.=29.39 • ' ��ry .\. _ // .N .. CATI HBASIN PUMPS I rp /• / / T j I X.. \. / .� o'.. '.? O �d RIM= 4.38 9p S CO IN7�=30.38";�d� a SEPARATpR NdN D•PE \. z o. / ti m RIM=32 8\ \ �\ ...,P _ PNGSCP O APO �, ;\ 13 I CONC PAD ./1ry Q/ a 8' INV. (IN)=38:44i \ ..VENT PIPES GONC. \W \ 'U R.IG.8.32.52 .y 0 8"IN ..(OUT)--28.11 \• in \ M� vi 8" NV-=28.52 MAP 328`+\\�PARATOR (ONF) \ / / ) "') MM. o,°`.. �,. I \ PARCEL 146\.�q. O.. RINt=34.90 \ 3S.S\ EPA _ / _ �ti. O .VENT PIPES / '7 I \. 8 V (IN)-302e I �3g.5. / / / I ` " N/F RAYMOND 8"I11�V (IN)=30.28 N \ \ i / / `L^6 \\' I PLAOUNG .R I Z Z O 94 �. B"IMV..(OUT)=29.95"'G _ I i �. j/ / / D B"o ' \I \� ) \ .. `. PrE 31 •A S 0 C I.A T EIS Be e / 3p 91 - One EGra t3he Street / I , a I : \ \ g CATCHBASIN // _ _ \\ �� 508.903.2000' 4.78' 34.66' RIM-34.20 LA // yd m 6 TE CHAINLIN FENCE ,� �,\ Framin ham,MA 07701 9005 fPI G INV-1+65- YJN& LANDSCAPE / .'S� / o- '�. \ / .dry. / �, 1py� FNO www.Nao.00m EXIS�ING 17x4'-O"x2O' 4.44' X / w M .'�--�. DRYWELL \ 3 < HIGH MOBIL" .34.68' i32' n // 0 ..� BIMIN V?=27.99 "NO„L T.TURN \ -33- .. V, IDENTI�CATION SIGN "� GG / .y'� LEFT. \ C PAVED SIDEWALK 6Qi� L_ O 'AHEAD" � Preteetnn. RIMM"_ 3a26 263.54 ��% b - INV,=2&35 3.17x2.67 MOBIL EP GO 3374 / L-`E'9.gg R- .PAVED SIDEWALK '.Chrl $ GEMRALWOTES: I. NSPECTION SIGN ry6 Do- g 7.25 TOP OF SIGN 'h• .yrL P BGC N LOCATION OF,UNDERGROUND IRILTTIES.SHOWN HERE ON ARE APPROXIMATE PLAN.REFERENCES Of .� AND,SHOULD BE CONFIRMED BY THE APPROPRIATE UTILITY COMPANY PLAN BOOK 64 PAGE 43 Nyannl8,,MA . PRIOR.TQ.ANY FUTURE CONSTRUCTION. PLAN.BOOK 94 PAGE 31 FPAME92 I Y A N N O U G H M�a ENT .PLAN BOOK 94 PAGE 83. FRAME I,. v AVAILABLETHE ERECORD INFORMARTY LINE MATIOONNCONSI°=STING 0OFSPLAN°s ANU I)=. � � � PLAN BOOK B8000OK ioJ FEE�i4s' � - ��V A_R�I A B L E WIDTH O_A DSTATE �H I G H W A�Y .. -� �/�� � � RIM=31.2e. LOCUS'PROPERTY IS COMPRISED OF: PLAN BOOK 105 PACE 61 -A PORTION OF LOCUS Sheet nee o- PLAN BOOK 123 PAGE 155 - .. „ ASSESSORS MAP 328-PARCEL.151I . LOCUS REFERENCES: PLAN BOOK 271 PAGE 2 _ Conditions PLAN BOOK 271 PAGE 22 I (iOf1C�lTlOn8 - o EXHIBJT;C S CONSISTS D THREE PARCELS: PLAN BOOK 306 PACE 27 THECOMMUNITYFLOOD PANEL NUMBER MAP 000E C � �1:CLOSES WELL-DEFINES NORTHERLY PROPERTY LANE � � THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, rn 2.;MISSING TWO DISTANCES BUT.BEARINGS CONSISTENT WITH PARCEL'1, PLAN BOOK 477 PAGE 68 AREA OF MINIMAL FLOODING. ERROR OF CLOSURE:B'deed�6:73'(computed value) ROAD LAYOUTS: - _ 3.RECITES PLAN BOOK 705 PACE 81 THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND a fYANNOUGH ROAD COUNTY LAYOUT-JUNE 18, 1927 PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM - GRAPHIC SCALE o ADDITIONAL DEED REFERENCES: .OBTAINED FROM BARNSTABLE ENGINEERING DEPT..(FOUR SHEETS) ON 12-21-04.1.224- -04,&01-03-05 .. 6£91z 10 mShaet No. n Q)DEED.BOOK 545 PAGE 158-:DESIGNATED.(A)ON ALTA PLAN ryANNOUGH ROAD COUNTY LAYOUT-NOVEMBER 9 1932 Joe'Ne:97w (9),DEED 1300K 583 PAGE 372'=DESIGNATED(8)ON ALTA PLAN PLAN BOOK 47 PAGES 1-5(SHEETS 1-5 OF 14� PROPERTY OWNER PER ASSESSORS: CHACE D T NBURGR Er.AL TRUSTEE File Neme:CECOt.dwB ONACE,RU ROW SUITE &FREEDMAN _ (6Q DIEEDBOOK849 PAGE 541-542 RECITES PLAN BOOK 105 PACE 61 -YARMOUTH ROADCOUNTt'lAYOUT-JUNE 24, 1849 ONE PARK ROW SUITE 300. O 42Sx 417W06 OF3IGNATED(C)ONALTA PLAN. PLAN BDOK 88 PAGE 71 FRAMESF1:&F2(SHEETS 172 OF 5) PROVIDENCE,RI 02903 i LaoL=W ft. ., I Z10T'FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR.THE .. PURPOSE OF OBTAINING STATE . ' AND LOCAL AP PROVALS.AND.ARE NOT UP'N LEACHING MAP 328 PARCEL 149 INTENDED BE USED AS CONSTRUCTION CATCHBASIN N/F D AND S MACDONALD FAMILY TRUST O 36 '17-1/2A' RIM:=35 61 8" DEED.BOOK 6527-PAGE 149 - U INV.=31.6 --18" MAPLE \PROPOSED WOOD �{tAIL FENCE / .'BEGIN yyyOgQ,��A�L..FENCE .. EMOVE PAVEMENT \ . 1EP .TO PROPERTY LINE REMOVE BI.CONC2.R21T II T _ 1.Sx1 HC 1,0,00 GALLON .REMOVE WASTE tlL TANK. 1\ TELEPHONE." SIGNS 14"MAPLE I HEATING OIL y(, ,1 STANDS. U O REMAIN FILLER CAP (NO LOC) 1,000 GALLON R&R WASTE'01L W LIGHT R7-1 }0 FILLER C P UGHT. . . EP.BB ,G' w I REMOVE --. CC OIL BIT. CONC \. 7 NEW C RIM=36 1 . _ CURB . -P BB .-.• "' - - _- APPROXIMATE\ . �„ STANDARD DU �..'�, LOCATION OF L I 0CC BITUMINOU VEMENT EP BB I �' SEPTIC SYSTEM \ R&R 4'x6'�.IRN L. CONCRETE .. BCC L UGHT. PROPO ED STATE, - TRASH PAD o \, -GARBAGE BINS $$ u SEE SHEET A-1 ,P HIGHWAM WIDENING LA a FOR PROPOSED RS-1 " FLOOR LAYOUT C . .p i STORY MENU BOARD 7 BRICK ORDER.BOX NEW - R7-8 SERVICE STATION o ROppUaED STATE l ¢ L NDSCAPED HIGIR*Y WIDENING - 78' _ a AREA - .WITH.WOOD FACADE _' `� T'O- S No.156 i uRF OE J S S U R R UGHT - \ >ONC. WALK w MAP N328K PARCEL 147. . " . Q Q CONCRETE 'C - ANTER 9' O PLANBOOK ORPELAE 43 -L � 64 �,_.. SOR PCE WHEEL STOPS - r� EP CC E PROPOSED,BUILDING - ND HEAVY DUTY \ OVERHANG REMOVE XISTING TANKS '.p P MENT SECTION o R FILLER CAP I g \ ' a \ CONC. P D i y CONFE)E DU PS PAD i RELOCATED . . ¢ ,c a., - '-_„----- LIGHT. \ . REMOVE EXISTING o o_ °/ / EXIST. 120CAN0E CKADEF€NCE. I ' . ,U/ I".. ANDOMATISLAND �' z ;. .� v.0 UB ASOLI EIFANKLASS O .�I DO OSPE��NCRETE !NST '2 \ _ P VE`LtMHRJG-BABBIF� DOU WALL UNDERCROUN GLASS T NKS ./Y -COVERED IaEWALL F1BFd2G ROPOSED Ml� PLE ^ I !ice GA50L{N�°LANK' 8. ,II \ ., RBVI310113'. . c - - P n m:0. ISLANDS V EA - - - _ v`i. �}.. O. UM aDISP .0 e n.. a j`J'L-�\-_ _i: .: nl BITUMINOUS P ENS S(TYP)' ° d `l H \ - ° :p?.y"a, ❑ ° e. � ,I fi SCb ��} p: CONCRETE, PAVEMENT - .Q V. ERt3C'. MAl" I rn Br 0®�.ev.ClreaMm.Br Mwweu By. aOLiN �"fMQ n \ _ NEW �. AREA °- 26'(TYP.) --__ c R&R UGHT N \ SBE NO \`P�SOPP�.� ^\r\ U .U CONC. PAD g \ \ :VEN, PIPES \, cOL' \'/. MAP 328 \ \' PARCEL 146 ' EP Q VENT PIPE N/F RAYMOND .. GJ `-RELOCATED UGHT ! H YOUNG 0. ` PLANBOOK 94 R' O max.` . PAGE 31- ASSOCIATES _ NEW REMOVE BIT. NEW SIDEWALK1 G LANDSCAPED CONC. BERM E 000 '��_. G � '""" -,� _ EMOVE�81T. � � � T2 A TETRA TECH COMPANY ro AND RAMP BB •- `AREA _ _ &R LIGHT AIL NCE. <„ -�� x-60NCRE,7E URB _ _ (BY'OTHERS) � �� � LT' �-+-•- . � � � One QyyanY Street LAWN& LANDSCAPE m . Y�c61P"ChI rAINLIfuK "'-"-' - - - - _ -°. -' RAMP" 608.803.2000. OSCAPE r a NCE � NEW EWALK Framin ham,MA OI701 900@ o CC �' w. 3'R H F 0 Wxw ::o.00m NEW SIDEWALK RAMPS R1-i � tr`� o SIDEWALK PAVED T R4-7"NO LD, TURN . 11�O EP SIDEWALKPAVED _ ._ s y 1.R _— _ Prohat Title . OO EF�C PAVED SIDEWALK '.Christ" ID NO. SIOWGRAPHIC :TOTAL QUANTITY EP BGC - _ Of a . 3 R'-1 ' Hyannls,.MA. NOTES: O 2 EP BBGC . 1. FOR LEGEND SEE SHEET C-5. IYANNOUGH ROAD (ROUTE 28) m 2.DIMENSIONS ARE FROM FACE OF CURB OR FACE OF VARIABLE CL ..BUILDING UNLESS-OTHERWISE.NOTED. (: . WIDTH — STATE HIGHWAY) I "3..FOR!FLOOR PLAN SEE SHEET A71. NO Sheet nee o_ 4.FOR BUILDING ELEVATIONS SEE SHEET A-2. R9-1 ® 1 _ LaypUt and 10 '5.FOR DIMENSIONS SETBACKS("A)SEE COVER SHEET. ffllTER - .Material$. 01 '8:FIRE SUPPRESSION SYSTEM WILL'BE 7PYROCHEM"ATTENDANT,It Flare o .(ATD35 BC)ISLAND SERVICE APRON SHALL BE CONSTRUCTED WITH a; POSITIVE FITTING BARRIER. " R4-7 ® 1 GRAPHIC SCALD O 7..BOTTOM OF CANOPY CEILING.=14'=8". ;10 TOP OF CANOPY-17. 6 - 22 to a to so a ".Job Na:97H0 Spggi2ig . R7-8 FA091G 2 FHa Nome:CPBOtd- 'O - �® ) „. pate:4/B/OB. fuoL h, (. d 1 ..10 It.. • FOR.. .. �OSE pLAR µ�EREOPREPAIED .. uc no PURPOSE N OF OBTAINING.STATE / HWM EACH C AND LOCAL APPROVALS-AND ARE NOT INTENDED 10 BE USED.AS CONSTRUCTION, S DOCUMENTS. / M=38 5 to ...`, .� ..: .. .. .. .. / NV=32.,6(8".PVC) ^�i \ i 3 I � BOTTOM ELEV-30.5 MAr . \ �I o;1.1 .: 1 1�- 18' LE . .: :WATER:OUAUTY' /. 8'-B•'PVG EP . : .. .. .. ' ' \.. • -'---'--� ,' , APRON 05=0.01 . . _. 6 OH .. /_ _ _ _ EW SEATOR TELEPHONE u`-�'� PAR �H. MAINTAIN EXISTING RIMw88.5 a LE)CCHINB DB- .BC 5 \. I 1 \ :y • /IINV.=32.Z1.y O)�' I�1I11 .. C'35i ... ,56• I Be 36:05. NEW CBS. 11 =32 7 .,( I,l �NVr 32.78 I I PPROx(MATE..\ ---'W --l \ Oy tiry I BC 38.30., / LP \ ®h• 3Y. .S CATOSYOTEM I TIC BC'35.85� ` u .: 6� j. m S=0 1 _ / a Y, .� \ 36•-. -I00 B_C 1 GAL LGREASEQ 1.STORY BRICK AP D)/ /. �- _34: • ,''/ Q I ti �' SERVICE STATION35 z ITH W O .. WOOD FACADE 41�1^ '. .. No. 156. o O 20 / G �6 CONC, WALLANTK OOS E \� EP CC. 36.35ER-_` I / / .oa• BC 34.55 1 _..+ate- EP / .4NEW LEACHING © SG 35.90' F.. -{B IA.) 36 35:78' � \\ / INV- EXIST.DRAIN LINE m / ¢ \ .'. �PER P ,1%\'�,� \\ .\ I / / I I TO REMAIN \ a_ /I oa PUMP S cN3Kn4 L_.2- qg EXISTING DOU FlBERGLA5S S--QC 5oDI9 LL E MOVE EXISTING . \- jc DRViELL \'� .'f 'p `.A ^y?' o •COVERED DD11�� IaEWA .:IBFrRC � \° I S�\ . -p: D' 1 V�cns \ Revisions 1 4 fANK' I 0.,.-....I_�.. - �' ISLANDS A I /3 � �I�' z / y ' „ � �\ �'' O � .,. \ : . : / �? fie•� ° a.. I .I / ! � IS. 1�.aOSG���" .GONCRET "33.76' • „'3 T..82' .a _ ...o: a f �..�oL FIBERGt� MA.T EW LEACHING I \ I .'o. Dmm er.Dnm By.cnac�ea By ndn!owa By B )y A1L,,{{,, a�:. .• Fq.•' '. - 0 O 9LCFbRE(TYP.). �.:. A L.. °� Iy 'OLME:TAK CHAMBER(8'.DIAoJ* . w. GOH GOH c ° 9 RIMe33.5. to ry_ INV.=28.00(8"FIVC) /4 7 ID 61 .. IL ". ". '\: ^oh• li o a a .Cl. '" I / BOTTOM ELEVm23.5 .. .. °'. I45ti. / _. .. TO /RIM-33.0 / 6y .. AINTAIN'.EXISTING SEPARATOR a • -n 'I 1 / \ \ _ EMOVE$XIS.TNG.aAa. '� INV=28. \ I r \ . : x CATCH BASIN .'S \ Z .Ai /PAR :'hry� /� f ��0. .GONNECT NEW \�\/" .'7 \ VEN PIPES' GO�G..P p I S A . -8a PVC - 2-8 PVC / ♦ \ \`�� INV. 2 /1' A�.y`1r`9 I �. _ ��. � B.5 LAID.FL \ 11\- 'PVC - `?S,S� � REMOVE E�IS G - OG EN (PE CM w ® 0.00s �. // BAST .. \,�' ti \ .l\. RIZZO .: �5 \ ` / / CAT M AIN'EXISTING /l,$'•ttf �. \ .. �. / \ g. _ \ I' ,ASSo Ci ATES i SEPARATOR o EW'C@ o_ . . BB .G. NEW CB .. -�'___, �- / - , �I ..-8. = 2;9, / \' A TETRA TECH COMPANY / EXIST.DRAIN LINE .0' - '.®. .�IoVC, INV.29.2r 3F4'.9T RIM= 34.3 .40 ,INV.='30.3' ,: 6Y G -.._--_X / o: / m TOR AIN .\ // .0'. S.-0 \ One Crcnt Street . 78' 34,66 ,� "EXIST.CB h m B'-8"PVC® =0.013 / p \ Framin ham;'MA 01701 9005 ..,.. ,.. E%'G"_'�-- REMAIN LAWN& LANU5cAPE / ff .w 5.. E �A'(AINTAIN •yti' �1- - � .. i. _._� EXISTING ... m RIM-33.3 \ \ 3. .., .r1)� . `..34.68' �-32'�� _ 0 'INV 29 D(IN) (. DRYWELL -3.� .. - qq 808.903.2000 Oo �. % ...: \ .. "P G PAVED n GG' / / ,yy^ INV.=29.0(IN -� -3 .. rww.rtuo.00m : G C .. .SIDEWALK ) \ .9(OUT) _ INV. 28 (OUT). \ \\ Pro Lot.nn / EP-..�G ../ PAVED SIDEWALK XIST. DMH. C 33.7 .. -- "'Chill lwS ,NOTES: \� .TO;REMAIN / EP EGG .. .NEW CB �\lnI /�L� RIM-32.5 �� P RGG NyAnnis, 1 FOR LEGEND SEE SHEET C 5 _ / IYAIV�OUGH ROAD (ROUTE �8) I INv.=z9., % M a 2.. HL 20LOADINGW AI REE STRUCTURES SHALL BE RECAST CONCRETE(SIZE AS SHOWN), PRODUCED IN:CONFORMANCE TO _ \ I / EXIST. CB ( U ... .. TO REMAIN Sheet nu 1 / 3. DRAINAGE'PIPE.SHALL BE PVC SDR 35'IN ACCORDANCE'WITH ASTM D3034: Grading and' ao 4;EXISTING MONITORING.WELLS .DRAINAGE STRUCTURE RIMS RATES, AND CLEANOUTS.SHALL,BE ADJUSTED TO NEW w.. Fl PAVEMENT GRADES - .. .. 0 5 :MONITORING WELLS IN,PAVED AREAS.SHALL HAVE A CONCRETE COLLAR 2'x 2'x'6" THICK INSTALLED AROUND THEM. ,S.y ! 0I 'Plan ./ 8:ALL EXISTING AND PROPOSED CATCH BASINS SHALL-PE PROTECTED DURING CONSTRUCTION.BY USING SILT BAGS' - O AND/OR�HAYBALE'BARRIERS. GRAPHIC SCALE co :. .. 7. CONTRACTOR SHALL VERIFY:LOCATION OF EXISTING SEPTIC SYSTEM (ALL COMPONENTS)PRIOR-TO ANY EXCAVATION OR - Sh"i N,' DEMOLITION..CONTRACTOR'.SHALL INFORM ENGINEER OF ALL THE COMPONENTS OF THE EXISTING.SYSTEM' JoE Nn:9780 o (HORIZONTAL/VERTICAL. - w ' File Neme:CPGOl,dwg ^ (IN I=,) Date:4/8/05 C-3 8'.: INSTALL NEW 1000 GALLON GREASE TRAP�ON'EXISTING:SEWER'LINE FROM BUILDING. CONTRACTOR TO'CONFIRM OUTLET I lnoh='IO tt j INVERT IS 3".(0.25')BELOW INLET INVERT. _. _ .. 71 I NOT FOR CONSTRUCTION .. - 'THESE PLANS WERE PREPARED'FOR THE is PURPOSE OF OBTAINING`STATE AND LOCAL APPROVALS AND ARE NOT INTENDED TO BE USED AS CONSTRUCTON I WHITE PINE 4 5ERVIGEBERRY DOWMENIS. 10" MAPLE 33 NA 1�YBERRY. 50 MEIDILAND R05E (ICE) ' t 3 TEA CRABAPPLE \ p 16'WHITE PINE " O z .I .STORY BRICK \do swEETFERu ( . SERVICE STATION p I.SERVIGEBERRY WITH 0 w .. .. OD FACADE � _ No. 156 40.MEIDILAND ROSE'(ICE) 25 INKBERRY \ 2�'YEtLAI�{WO ` 2 TEA CRABAPPLE \ --1— O.MEIDILAND ROSE (ice). \ - YELLOAWOOD \ I 0 u 0 o ° o. ° " ° Revisions o. BV.C men BY OMhnetl Me,ga By Appmve4 BY — dr 22 SHRUBBY 150'CPRO LOW SUMAC,. O o . 5T. JOHN5W01RT ®' p ° °, °, °� ///. / i YELLOWWOOD \ coH con 9 / P.13 ° p' °o 5 DWARF \ ° CRANBERRYBU5H 50 MEIDILAND ROSE (FIRE) \ 2.5ERVIGEBERRY 100 MEIDILAND \ ROSE (FIRE) _`--20-B6(S44- ouEFO L \ W \' I TEA CRABAPPLE R I Z Z O ASSOCLATES �- A TETRA TECH COMPANY . One Grant'Street Fro minggham,MA 01701-9005 508.903:2000 \� / ww.rrao.00m .. q 8OH u) O 00 PL_AIVT. LIST Christ," .'. _ — of .QUANTd SYMBOL BOTANICAL NAME COMMOM NAME SIZEIFORM SPACING NOTES' IYANNOUGH ROAD (.ROUTS 28) Nyannls,'.MA v .•_.SMALL SHRUBSIGROUNDCOVER - 40 MEIDILAND,R05E IGEJ .o 100 Cp Comptonla peregdna Sweetlem #4 Pots 7 D.C. - NOTES: J31 Hp Hypencum prulhloum Shrubby SL Johnswort N4 Pala, 4'O.C. - 1. FOR LEGEND SEE SHEET C-5. _ U ' 20 Pf Polen011e Du loosa'AbboOswood' Bush Cinquefoil #4 Poffi 4'O.C. - � '. � � Sheet TIU, . ISO Re Rhus amme0ca'Gro-Low' Gro-Low Fragrant Sumac 04 Pote 7D.C. 2.PROPOSED PLANT,SPECIES SUBSTITUTIONS SHALL BE SUBMITTED TO THE.LANDSCAPE ARCHITECT AND SUBJECT TO CL 0 180. Rmf Rose meldllend'Firs' Meklilend Rose(Fire) 02 Pots 2'O.C. HIS/HER APPROVAL s Landscaping 150 Rml Rose maWllend'Ibe" MeldllaM Rose{leey" #2Pols 2'7O.C. - 3.PRIOR TO, DURING AND FOLLOWING PLANTING, ALL PARTS OF ALL PLANT MATERIAL SHALL BE MAINTAINED IN A Plan (0 _ .. _ , LARGE SHRUBS _ THOROUGHLY MOISTENED CONDITION,INCLUDING TREES ROOTBALLS. 28.., re, Liam glabra Inkben -4'y #7 Pots.3 hL S O.C. - i° 33 VI Viburnumlentego Nannyberry #7 Pots,3.4'hL SO.C. _ 4.DURING AND FOLLOWING PLANTING ACTIVITIES,PLANTING BEDS SHALL BE MAINTAINED IN A THOROUGHLY MOISTENED ,. • '0 VID V@umum tdiobum'Compectum' Dwarf Cranbe CONDITION TO A MINMUM DEPTH OF FOUR(4")INCHES(80.0W MULCH LAYER). 0 nybush #4 Pots,23'hL � 4'O.C. r' . �0 ORNAMENTAIIUNDERSTORY TREES 5.IMMEDIATELY Fo�JWING PLANTING ACTIVITIES, PLANTING BEDS SHALL BE COVERED WITH SHREDDED PINE BARK GRAPHIC SCALE � 7 rbo AI Amelenchler erea Downy 3erNCebeny 5-6'B&B A6 Shown' Multi-Stemmed MULCH TO A MINIMUM DEPTH A THREE(3')INCHES. +o �a� +o u a Sheet No, e MMINMelus huehensla Tea Job No., .��Crabapple .1.52"CeI.B&B As:BAown - 6.MULCH SHALL BE RAKED OR FEATHERED AWAY FROM TREE.TRUNKS AND SHRUB STEMS SUCH THAT MULCH IS NOT Ee➢..B9m4;CLSOt.dwg' 2. LARGE TREES _ IN DIRECT CONTACT WITH PLANT TISSUE. . o 4 Ck Cladeffinie kentuckea Yellowwood 1-2"Cal.B&8. As Shown 1.1mh= 1D tL . 17 .. Pe' Proms Stmbus White Pine V-9•B&B As Shown - NOT FOR QQNS:TRUCTION" • THESE PLANS WERE PREPARED'FOR'THE PURPOSE OF•OBTAINING STATE .. AND LOCAL APPROVALS AND ARE NOT: INTENDED TO BE VSED.AS,CONSTRUCTION • : DOCUMENTS S'LONG PRECAST . .. CONIC,WHEEL STOP : GRAN TYPE VB ANCHORED W/(2)NO.4 .. ' 1=T/Y CLASS 2'BIT.CONIC:PAVEMENT WEARING COURSE OVER BARS 1Y LONG MIN. OR D . -1/Y CLASS 1 BINDER COURSE ¢ 0a�AND 6"REVEAL .. SIDEWALK . .. TACK COAT 2" 4 II IW4 BAR CONT. . 8o�ok0 P o,• .o,o°•• .8'GRANULAR BASE COURSE PRO 7 HO,�S FpR 3� ®OXY �BOINO Y . . - COAfEO A1FyTAL RODS.TU�E A - t'(TYP.) I B"---I V TOP COURSE . .. MIN.OF 18 LONG 6"GRANULAR SUBBASE COMPACTED IN 6'LIFTS Y BASE,COURSE 6'MIN. . UNDISTURBED EARTH ASPHALT S . . .. . .. OR COMPACTED COMMON FILL CH _ 8"ASPH STABILIZED BASE ... 8'RECLAIMED BASE . NOTE: `EACH ENDM �ONCREIE . ASPHALT FINISH AND BINDER MATERIALS SHOULD CONFORM TO SECTION • NOTES - g4g;LOAMyypp&, SEED OVER STD.f06 (TYP) M3"BITUMINOUS MATERIALS"OF THE MASSACHUSETTS HIGHWAY- - LCONCRETE TO 5.000 PS AIR ENTRAINED - (�g�tgqMED BIN NOT . 2 SPACE SIZE AND 'C8LNySEQQ IN THIS ��Z �C, DEPARTMENT STANDARD.SPECIFICATIONS FOR HIGHWAYS AND BRIDGES - O��O AREA)(TYP). �,AODIFlEDB1TOPOCAURSETYTYPE 1' . . '. ... LATEST.EDITION. .. - S,PNNT NMkIl 5fOP5 OSHA YALOW WHEN PLACB) _ . ON CO CRETE .1 2 Ig BIT.CONIC PAVEMENT .HEAVY DUTY PAVEMENT SECTION GRE BIDER - PRECAST CONCRETE WHEELSTOP DETAIL BITUMINOUS CON TE CURB DETAI N.T.$ N.T.S. CURB N COURSE TYPE'I 1 N.T.S. VERTICAL GRANITE N.T.S. ® 12" LEGEND EXISTING. PROPOSED 1"CLASS 2 BIT.GONG.PAVEMENT WEARING COURSE.OVER R1-1 REFLECTIVE ALUMINUM - ..p--®.— DRAIN LINE W/MANHOIE . .2°CLASS 1 BINDER COURSE +° 18" s ® SEWER LINE W/MANHOLE ... TACK COAT .. W w WATER MAIN W/GATE. w .. r N . e--�— .GAS MAIN W/GATE G. GALVANIZED"U"CHANNEL POST . .ELECTRIC&TELEPHONE CONDUIT E/T . . 6'GRANULAR BASE COURSE c . ® ELECTRIC MANHOLE +o/o+/a. xa a.xcEs - S".GRANULAR SUBBASE COURSECONCRETE BLACK m. TELEPHONE MANHOLE ® : e/oEros xo cxu+m .o 8 h o AT ASPHALT LOCATIONS '+ s/a/w REN910N9 BFeED ON IONN CONIIn115 . ® CATCH BASIN ® rero+w.. .UNDISTURBED EARTH OR COMPACTED COMMON FILL - 60" v HYDRANT. .. ... .:.' .. - OO pg � FIRE H �C P � R9VIS NOTE: CRETE COI IOI18 ' DRYWELL U ASPHALT FINISH AND BNDER.MATERIALS SHOULD CONFORM TO.SECTION SEPARATOR Dm Sy Om�"E By CNedae By AWo—1 By - M3'BITUMINOUS EEATERIAlS OF.THE MASSACHUSETIS HIGHWAY . � �' : - DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES •. TRANSFORMER ® SG S6 OA -. LATEST EDITION: - _ CONTOUR W/ELEVATION 'p}— . STANDARD DUTY PAVEMENT SECTION Xw0.7n SPOT GRADE •81.75 .. 's .. 4 MIN. -1 I— I I 1- H' .OVERHEAD WIRE OHIO N.T.S - . LIGHT POLE W/HANDHOLE SIGH T o .. LIGHT POLE � . Q a STOP SIGN DETAIL p Iv UTILITY POLE #UP, 00 HANDICAPPED PARKING SIGN DETAIL C/o CLEANOUT C/o N.T.S p Y .M _ N.T.S. mw []• MONITORING WELL � '�/ R I Z Z O .. " • ... —Y x %— WOOD RAIL FENCE -1F•. JF N ASS 0 C I AT E.S:. -A TETRA-TECH COMPANY-. THICKNESS OF,BITUMINOUS CONCRETE E ivw� TREE LINE _ rv'vV� ne t Street HANDICAP PARKING SIGN p WEARING COURSE(SEE PAVEMENT SECTIONS PER LOCAL COD CURB F G yron DETAILS) € - REMOVE.AND RELOCATE- :R&R 08.803,2000MA 017 fi 03. 01 B05 N TACK DIRECTED AS TOP OF CURB TC w w.riszo.oam. .. .• \ BITUMINOUS - BOTTOM OF CURB - sc -0F CONCRETE � SEAL JOINT LNTIi BINDER COURSE: Y MIN.— ,r - BCC rn (SEE PAVEMENT SECTIONS DETAILS) TACK COAT '•` - . �. rl'MIN. STOP WHEEL BITUMINOUS CONCRETE BERM �yoE PRIME COAT AS .. I 2"COLD PLANE WITH " N RETE PCC.. C PRECAST CONCRETE CURB - nu . _ �� � �Y BITUMINOUS CONCRETE ,PAINTED.WHITE O.C. (TYP. h�iSty'S . _ DIRECTED .. WEARING COURSE - STRIPE 0 45' - L NI EDGIN SGE . 0 .. 4"PAINTED NOTES RED GRANITE G ._ O} >P SLOPED 0 -EAST.BIT CONCRETE � � . v `g 8 - 8 WHILE LINE 1. DOWEL BARS SHALL BE HELD IN PLACE BY BAR BITUMINOUS CONCRETE BIT. CONIC.. Hyannis,MA" �I .. °. '.�° - g•. �o$° EMST.SUBBASE (TYP•) SUPPORT ASSEMBLY.DOWEL CONC.PAVEMENT' . . TO CURB AND GUTTER.PROVIDE EXPANSION JOINT. .. CONCRETE CONIC. 'WHERE CONC.PAVEMENT AND CURB AND.GUTTER O BASE COURSE UNDISTURBED EARTH ,odo°0 - CORRUGATED METAL PIPE CMP . U. PAVEMENT DETAILS � 24' � MEET. . . � .� .. Sheet Title "WW °a UNDISIURBED,SUBGRADE ((L.--V—�,+ 2 EBGN PAVEMENT RECOMMENDATIONS ARE BASED ON EDGE OF PAVEMENT EDP CONSTR CTION.. EL vV .. OR-COMPACTED 50 PO4006 PSI UNRDS PER CUBIC INCH CRETE AND A ADE MODULUS LARGE TREESDETAILS. . COMMON FILL .. . i PAVEMENT'MATCLII I• 1 N r`c 3. SEE GEOIECMNICAL REPORT FORA � �ORDAMENTAL/UNDERSTORY TREES 0 AND. a - N.T.S. e'-D` .UST OF RECOMMENDATIONS. .O LEGEND o - VAN .LARGE SHRUBS NOTE:GRADE TO BE 2%MAX IN ALL DIRECTIONS GROUNDCOVER E291C N.T.8' . v HANQICAP SPA .F IIFTAII FneoN mev BODTO,.ewg Sheet N. o N.LSQIM& NOT FOR CONSTRUCTfON . .THESE PLANS WERE PREPARED FOR:THE PURPOSE OF'OBTAININO BTAYE. - AND LOCAL'APPROVALS'AND'ARE NOT INTENDED TO BE.USEO AS CONSTRUCTION' . CASTING TO BE AS SPECIFIED ADJUST RIM TO MEET FINISH GRADE WITH � ,. DOCUMENTS. . IF.NOT SPECIFIED THEN FRAME AND COVER PRECAST GRADE RINGS OR A MINIMUM 2 AND BAFFLE WALL .'70 BE LEBARQN'IF248 SET IN A MULL BED MAIOMUM 5 COURSES.OFRADIALLY PLACED PRECAST I�3F MORTAR RED BRICK(MHD SPEC M4.05.2) 2P OPENING 'FLANGE TO BE USED FOR CURB INLET (MORTAR TO BE PER MDPW:SPEC'M4.02.15) POURED OR HAND PACKEDROUP 24"GA LEACHING BASIN - APPLICATIONS - - NON-SHRINK C " . 1 1/Y-1J/4° ... .. .6" HALLEMITE WATERPWG. COVER CRUSHED STONE . .. .._. .. FNBECO OR APPROVED EQlJ .. CURB IF APPLICABLE .CURB 6 APPUCABIE CONCRETE TANK eaege9 - 9".OUR.ET OPENINGa 4 Tn ` oa o 0 a 0 .FINISH GRADE O O INPAIHvEMDHT AREAS INSTALL HIGH EARLY o 0 o o a ❑ DONE SECTIONS L" IN 1'-4'HEIGHTS2eO +4;000 PSI CONCRETE COLLARB"INLET OPENIN G cm o SURFACED a �' ❑ o 0 0 0 o g o o. 4 q STREGTH WITH A.MINDHUM 1.5"BITUMINOUS TOP o COURSE,OVER COLLAR " .BUM RUBBER.SECTION •^ PLAN VIA BOTTOM - .. 'JOINTS PER AS7M C-990 ALTERNATE TOP STAB TO MEET OR E)(CfED . AND AASNTO M-198 H-20 LOADING FRAME AND GRATE .. SET IN MORTAR . . '.LeBARON LK110A . - 4ARKE0'STORM" .. CRAKE INLET TO LEACHING FINISH - . OUTLET PIPE TYPE AS SPECIFIED ADJUST TO GRADE AS STRUCTURE. _ B'-0. 2'-4'• . RISER SECTIONS 18"MAAMUM DIAMETER - NECESSARY USING A IN 1'-4'HEIGHTS MINIMUM OF TWO -SEE PLAN C-J NON- - - .PRECAST CONCRETE V OPENINGS PACKED WITH NON-SHRINK i2�MAx� RISER SECTIONS - GEOTEXTKE GROUT OR LAID FLAT AS NECESSARY 24' . ` 48"SUMP FLE198LE CONNECTOR SEE'SPECIFICATIONS AFFLE.WALL INDISNRBED- FOR TYPE - EARTIC . . e z wee 41YB . IF NOTSPECIFIEDSPTHENN HOOD TO BE NEENAH wlEr T 0"OUTLET WATER QUALITY LEACHING CHAMBER BASE SECTION'IN. ,5. g R-3705 UP TO 15"PIPE e• e - VARIABLE HEIGHTS- B• NEENAH R-3701 FOR 18"OUTLET PIPE - e• N.T.S. - INISHED GRADE .. - . . LEVEL-STABLE AND COMPACTED GRAVEL - - 'i TWO PIECE EV B" BASE MXD SPECM1.03.0 TYPE 8 - CONCRETE 6"CRUSHED WWF . UNDISTURBED EARTH' TANK F STONE BASE - ' � 8. a .. . - SECTION. . 1,000 GALLON gg���G�RA'vEL 4' I:D. PRECAST CONCRETE CATCH BASIN DETAIL /WATER SEPARATOR DETAIL T7PE c COMPACTED.SUBGRADE N.T.S. - ,o/a/w 'PmNaxs esm ox ro.e(eouuexrs' . {. N.TS. . 00 PSI CONCRETE . SIZE AC CCIRDING TO.PLAN e/w.. xo a noes ` L EXCAVATION TO ALLOW FOR FREE TRAVEL OF COMPACTION EQUIPMENT . 2 ALL COMPACTION.704 M89MUM 95 PERCENT DRY DENSITY DETERMINED BY ASTM DI557 SEE SPECIFICATIONS FOR ADDITIONAL - sreeioa nrosroxs exseo ox mwx wewmn REQUIREMENTS - - DUMPSTER PAD ALL'PRECAST TO�MEET OR EXCEED ASTM C-476 AND ASSHTO'M 199 SPECIFICATIONS :.• N.T.S. - 4.REINFORCED STEEL TO MEET OR EXOn ASTM A185 AND 4-20 LOADING REQUIREMENTS r - - .. - - .Revisions 5-ALL PRECAST CONCRETE.TO BE.4.OW PSI MIN80RM AND MEET ASTM C-478(6.1) • . 6.ALL INTERIOR.HOLES TD BE SEALEDNATH NON-SHRINK GROUT • ' D BY DOIGnW BY Che ftl BY APPro Ee: 5G 5G OA. �A • . .:.. 3 FLANGE MANHOLE FRAME RM�DE GOTHIC POINT INLET .. 2 /1lD DU NOR ,j A A'\ AST oERTHRU P - NOTES:, y AND COVER !r 3L IZ. RAI ALV < .. .. .�. .. INTO _. p p p p p n. - r e'wAus - LONG 1.ALL FENCING MATERIAL SHALL BE- _, 2 1/B WNEY2 1/4° G Q .'- L p u pp p png :r..,:- .•• EA END.1YP. En DIMENSIONS WHITE OWN ON DRAWING. TOTHE.' ��"' pO k 2 ALL FENCE POSTS SHALL BE TREATED. .. ALL SIDES FOR A DIMENSION OF 3'-D' . FROM euTT of PDBT. R I Z Z O . 4 1/z"MIN.GA CEDAR a POSTS STALL MAINTAIN A DEPTH of A S S 0 C I ATE S ^ �`, _ ua• �• °".. POSL.B'-0"O.Q.TYP. 3 IN GROUND AND SHALL BE RACKED ,•. _ . � TO ACCOMMODATE ANY CHANGES IN GRADE.- A TETRA TECH COMPANY p I : UCUID y A 13/16%2 59"PICKETS, -4.UN OF FENCE TOP&BOTTOM SHALL BE �'• - One Gmnt Street' o L Y'/'• tFVEI. FAS1E(RED f0 RNL W INSTALLED STRAIGHT AND TRUE N.L _ - Fr°min ham,MA 01701 BOOS . .. /. // MATS g .. NAILS4(1ALUMINUM Top 8 B SHAALL'BBINSTALLED PAR d D PLUMB. �O W08-„03.�W0.. ': . SEOTON A—A _ e•w= $o ) AND TRUE - '>r RAI4 1-MIDDLE RAIL ALL RAILS SHALL BE INSTALLED PARALLEL otb°8 o° S.ALL GATE HARDWARE SHALL BE DOUBLE NOTE:FRAME'ANDGRATE'SHALL BE ��pO o°o DIP HOT GALVANIZED. HEAVY DUTY CLASS�JO GRAYIRONr °o.' o _ +. `- CP .. 3 CROSS SECTION VIEW " . A—A TYPICAL SECTON Chrlg�'g . >. .CATCH BASIN FRAME:AND GRATE,. Of 0 1000 GAL. GREASE TRAP DETAIL ni . E Nis' H.rs STOCKADE FENCE DETAIL CANOPY'ISOMETRIC Ny811llflg�MA : O U . - meet nue CONSTRUCTION. DETAILS lzf o: .. ..Beale:.N.T.& /. Job No,:9760. .S69aLN9. . - .. En,Name:'CDTD1,,dwg C a Dni4 04/1606 C'V. 1 REVIEWED FOR DESIGN CONFORMANCE ONLY ADDRESS: ' APPROYAL FOR THESE PLANS BY DUNKIN'BRANDS DOES NOT IMPLY THAT 156 IYANNOUGH ROAD DUNKIN BRANDS HAS RENEWED THEM FOR CONFORMITY TO APPLICABLE °°°�OR REGULATIONS HYAN N I S, MA 02601 •V O APPROVED AS NOTED:SubmH Reoord Copy for AmhNee O DISAPPROVED AS NOTED:ReA.and Rem&mlt O INCOMPLETE INFORMATION: Add rapmted Info maim and r bmit R OWNER: Date: Cooehucti-MOD gq o o D O SALVI COUTO Nate COUTO MANAGEMENT GROUP 169 MAIN STREET O VV[ o 0 Qg STONE AM, MA 02180 T y w ABBREVIATION INDEX INDEX -OF DRAWINGS ADA STATEMENT BUILDING DATA _ Nt AND cA. GAUGE CLT. OUARRY TIE USE GROUP: A2. Q i I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS FOR THIS A AT OALV. GYPSUM ED R.A.OTY QUANTITY m A/c AIR cormnaNINc ow.�. cwsuM Bourn RA AWED Gp1ECO T-1 TITLE SHEET/ ARCHITECTURAL DATA PROJECT WERE DRAWN IN ACCORDANCE WITH ALL FEDERAL, TYPE OF CONSTRUCTION: TYPE Y B � w �ca A.D. AREA GRAIN HDWD. HARDWOOD RAID. RADIUS T-1.1 NOT USED STATE AND LOCAL LAWS, INCLUDING, BUT NOT LIMITED TO, THE o a3 A.F.F. ABOVE FINISH FLOOR NOR READER REF. REFRIGERATOR AMERICANS WITH DISABILITIES ACT (THE "ADA"), THE ADA STORIES: 1 ALUM. ALUMINUM X.M. HOLLOW METAL RDNF. REINFORCING SP-1 NOT USED - ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL ALLOWABLE FLOOR AREA: 6000 S.F. ALT. ALTERNATE HOUdz HORIZONTAL REV. REVISION SP-2 NOT USED ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS APPROX APPROAMATE HOT. NE30M REOO REOUIRm BUILDING ACTUAL FLOOR AREA: 1710 S.F. BD. BOARD LD. INSIDE DIAMETER REEL RESIIJANT SP-3 NOT USED DUNKIN' DONUTS ACTUAL FLOOR AREA: 932 S.F. BLDG. BUILDING INSUL INSULATION RIM. ROOM Date: ely BEAM TNT INTERIOR Ra ROUGH OPENING SP-3.1 NOT USED ARCHITECTS SIGNATURE HERE ��ui Gi BST. DUNKIN' DONUTS OCCUPANCY LOAD: BASEMENT dr. JOINT SCHED. SCHEDULE SS-1 NOT USED T gym= i BTWN. BETWEEN KIT. KITCHEN SEC. SECTION r a BST. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT AB-1 AS—BUILT FLOOR PLAN DUNKIN BRANDS REFERENCES FIXED SEATS: 0 PERSONS C 1 3 C.L CENTER LINE LAV. LAVATORY SHT SHEET C V C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR D-1 NOT USED EMPLOYEES: 5 PERSONS CLa CEILING MA& MASONRY SPEC. SPECIFICATION A-1 FLOOR PLAN; SCHEDULE; LEGEND; NOTES .DUNKIN' BRANDS SPECIFICATION BOOK (REV. 08/05/14) CLOS. CLOSET MAX MANMUM S0. SQUARE TOTAL OCCUPANCY- 5 PERSONS Q OM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINUESS STEEL A-1A NOT USED NATIONAL ACCOUNT SOURCE (REV. 03/17/15) Q CMU DOING.MASONRY UM MIL METAL STD. STANDARD INFORMATION BOOKLET COI.. COLUMN MFR. MANUFACTURER STL STEEL A-2 NOT USED _ FLAME SPREAD: OONC. CONCRETE MIN. MINIMUM STRUCT• STRUCTURAL DUNKIN' BRANDS EQUIPMENT (ISSUED 2014) FREEZER CORE MATERIAL: 25 CANT. CONTINUOUS MISC. MISCELLANEOUS SUSP• SU9N:NNOED SPECIFICATION BINDER - CONST. CONSTRUCTION Mo. MASONRY OPENING TEL. 7ELS44ONE A-3 NOT USED FREEZER METAL PANEL: 25 DEFT• DEPARTMENT MID. MINTED THK. HICK A-4 NOT USED 1999 FDA FOOD CODE (ISSUED 2013) G GTL DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH SMOKE DEVELOPMENT RATINGS: D.F. DRINKING FOUNTAIN Na NUMBER T.O.P. TOP OF PLATE A-5 NOT USED FREEZER CORE MATERIAL:* 250 DNA. DIAMETER NIL. NOMINAL T.O.S. TOP OF STEEL A—SALT NOT USED FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTEROR WALL AND NOT DIM. COMMON RTs NOT To SCALE T.O.SL TOP aF SLAB COUNG FINISH MATERIALS,(INTERIOR FINISH CLASSIFICATION: III/76-200): FREEZER METAL PANEL OVER 500 DISP. DISPENSER O.A. OVERALL TRT TREATED A-6 NOT USED ON. DOWN 0•C. ON CENTER TN. TYPICAL MATERIAL FLAME SPREAD SMOKE BASED ON THE FOLLOWING CODES DR DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE A-6.1 NOT USED RATING DEVELOPMENT INTERNATIONAL BUILDING CODE, 2009 EDITION, WITH AMENDMENTS D.S. DOWN SPOUT OPNG. OPENING vc.T. VINYL CaMP09nON TILE FIBERGLASS REINFORCED PANELS 175 135 INTERNATIONAL PLUMBING CODE, 2009 EDITION, WITH AMENDMENTS A-7 NOT USED INTERNATIONAL MECHANICAL CODE,2009 EDITION, WITH AMENDMENTS Dwa DRAWxc apt OPTIONAL V4RT. VERncAL VINYL WALL COVERING 5 5 INTERNATIONAL ENERGY CONSERVATION CODE, 2009 EDITION,WITH AMENDMENTS EA. FMN PL PLATE VJF. VERIFY IN FIELD A-8 NOT USED PLASTIC LAMINATE 30 200 INTERNATIONAL RESIDENTIAL CODE, 2009 EDITION, WITH AMENDMENTS(NOTE EL ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERINGkI\ ELM ELECTRICAL PLUM& PLUMBING W/ MIN A-9 NOT USED ENAMEL FRAM PAINT ON TRIM DOOR 5 THE REQUIREMENTS FOR AUTOMATIC EDITION. WITH AMEND IN ONE— AND a c Ea EQUAL PLYING. PLYWOOD W.C. WATER CLOSET FRAMES WOOD SHELVING) NATIONAL ELECTRICAL CODE, 2008 EDITION,WITH AMENDMENT c\ EQ. EOU L PR PLY WO. WOOD A-10 KEY PLAN; INTERIOR ELEVATIONS; SCHEDULE WOOD STAIN NATURAL WOOD SURFACES 5 N D6T. EXISTING PROP. PROPERTY W/O WITHOUT A-11 NOT USED CLEAR SEALER NATURAL WOOD DOORS 5 rm EKE EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING ACCOUSTICAL CEILING TILES 23 O F.D. FLOOR GRAIN P.S.I. PER SQUARE INCH WT. WEIGHT A-12 NOT USED N ZO w FIN. FINISH - PTD. PAINTED Wes• WIRE MESH K-1 EQUIPMENT PLAN; BACK BAR ELEVATION F FL FLOOR P.V.a POLY VINYL CHLORITE o. — F.O. OF K-2 EQUIPMENT SCHEDULE FACE FT. Foal DUNKIN' BRANDS DATA SEATI"G: F FURR FURNITURE K-3 EQUIPMENT SCHEDULE o = K-4 EQUIPMENT SCHEDULE # OF TABLES 0 i M-1 NOT USED STORE DIMENSIONS: (DUNKIN' DONUTS ONLY) SO. FOOTAGE # OF BARRIER FREE SEATING UNITS 0 M-2 NOT USED RETAIL SERVICE AREA 440 SQ. FT. # OF SEATS AT TABLES INCLUDES HCP 0 M-3 MECHANICAL HOOD DETAILS SALES AREA 246 SQ. FT. TOTAL # OF SEATS 0 E-1 NOT USED OFFICE 40 SO. FT. Q GRAPHIC SYMBOLS E-2 NOT USED BACK ROOM AREA 206 SQ. FT. cl E-3 NOT USED AT SECTION NUMBER FINISH NUMBER Q OR 2D2 P— E-4 NOT USED . o L4J J OR SHEET NUMBER P-1 NOT USED LL.I Q SECTION FINISHES Uj 2 8 DETAIL NUMBER P-2 NOT USED 932 SO. FT. IMAGE TYPE: - $— 'o ET H P-3 NOT USED TOTAL Z z 301 SHEET NUMBER P-4 WATER FILTRATION SYSTEM DETAILS REST ROOMS SINGLE BRAND DD Z F J V P-4.1 NOT USED NUMBER Q �LI w DETAIL 10 NUMBER OF RESTROOMS 1 - EXISTING SIGNAGE: 1-- DOOR MARK PARTITION KEY P-5 NOT USED - P-5.1 NOT USED PUBLIC ACCESS TO REST ROOMS Y NOTE: ALL SIGNAGE TO BE DUNKIN' DONUTS LATEST DESIGN AND SUBJECT TO APPROVAL BY TOWN AND LANDLORD. V PARTITION TYPES HANDICAP ACCEssIeLE Y SIGNAGE FILED UNDER SEPARATE PERMIT BY DUNKIN' DOOR DONUTS SIGN MANUFACTURER. Q DRIVE-THRIJ• 100 EQUIPMENT TAG COLUMN REFERENCE GRIDS YES/NO YES NUMBER OF DRIVE THRU WINDOWS 1 SHEET n O e OR g MENU BOARD SIZE (SINGLE, COMBO) EXISTING DRAWING NOTES INTERIOR ELEVATION INDICATOR CAR LENGTHS FROM MENU TO WINDOW 5 Tml- STACKING,(TOTAL # OF VEHICLES) SEE SITE BY OTHERS WALK INREEZER/ COOLER. JOBhk D14135 ESCAPE LANE BY SITE ENG. REMOTE COMPRESSORS REQUIRED Y PC#. 341791 DRIVE THRU TIMER SYSTEM BY DUNKIN' DONUTS DISTANCE FROM COMPRESSOR TO BOX t25' DATE: 11 O6 15 C.M.-VERNON LANGLEY •�2 DRIVE- OFFICE REP AREA UTILITY TOILET C THRU Po ax O.T. �A ELECTRIC PANELS ' FREEZER COOLER 14'x H o p4' x z RACK z�� F w a 7 DOOR \� a m x �m .11 WALK—IN m o COOLER (/� ��°'o ® amo Q2 ' 2 V/ n<z� 55 ncii ti 4zv =� a CONDIMENTS 3 J • o ww DUNK 0 w m m �® ED c TENSA BARRIER � e4Y' CASED - Qo o � SERVING SALES C-STORE AREA AREA SALES.. AREA 0m U)z w p N U Q w F AS BUILT PLAN 0 z Q ' - J Q o m a o O O `_- a C/7 J o zz L.L o z w . - o z i �Q � J Q SHEET ABwl JOB : D14135 PC : 341791 DATE: 11 05 15 C.M..VERNON LANGLEY axxemvse.pamo< ��qq LEGEND: GENERAL NOTES C 0 t O O ! I H 11� ) EXISTING STUD WALL, •—O I r f to _ �yop I -,� EXISTING OR 2ST STUD A.GENERAL CONTRACTOR SHALL REFER TO WRITTEN SPECIFICATIONS FOR �` AS S O O a w r, - WALL O 16"O.C. ADDITIONAL INFORMATION NOT CONTAINED IN THE DRAWINGS. /� B KE V B E V I i� B.REFER UI THE'K'ORAWING(S)FOR INFORMATION REGARDING THE EQUIPMENT • I � < I AND EQUIPMENT LAYOUT. HM NEW STUD WALL, C.GENERAL CONTRACTOR SHALL INSTALL 2"x8'BLOCKING FOR SANDWICH STATION, 0 I 1;k I nacolata e$" Vl$ 2.4 WALL O 18"D.C. TOP OF BLOCKING 0 4'-4"A.F.F.AL50 BLOCKING FOR VDU MONITORS. SEE NOTE Da COFFEE STATION BOd J/0 +u DRIVE— D.GENERAL HANDICAP REQUIREMENTS: nN S E R V I N G AREA �--��� * THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH ICA HANDICAP i-I-I E I 'REQUIREMENTS OF THE APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT 5'-0' 9.6' ►--L-J-� TH R U S C 0 P E 0 F WORK N 0 TE S (ADA)AND INSURE THAT THIS FACILITY YALL BE ACCESSIBLE THE FOLLOWING IS POS STATION COFFEE STATION > (EXISTING) A PARTIAL UST OF REQUIREMENTS: SANDVWICN STATION 1. AISLES MINIMUM.36•WIDE, n -- z 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. 1.EXISTING FLOOR TILE TO REMAIN; J. MAX.SLOPE OF WITH OR 1:20 IN ALL PARKING LOTS AND ON SIDEWALKS,ALL 2.NEW WALL FINISHES IN ALL AREAS OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED A RAMP. O oQ a N4 4. SIDEWALKS WILL BE A MINIMUM OF 4'-0"WIDE,WRH A 5'x5 PAD IN FRONT ATE/HAND F nb ® O AS SHOVM IN INTERIOR ELEVATIONS. OF EXTERIOR OUTSWINGING DOORS PER CODE. 3.EXISTING COUNG @ LIGHTS TO REMAIN IN SALES/SERMNG AREAS. 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT 34" Y-3"\p A 4.EXISTING BACK LINE SOFFIT TO REMAIN. •i AND 19"ABOVE THE FLOOR ON BOTH SIDES AND TO EXTEND BEYOND THE 5.NEW DIGITAL MENU BOARDS TO REPLACE TOP AND BOTTOM OF THE RAMP A MINIMUM OF 1'-6". O EXISTING MENU BOARDS. 6. ALL DOORS WALL HAVE A MINIMUM OF 1'-6"CLEAR ON THE LATCH(PULL) UPDATE ALL EXTERIOR DUNKIN'DONUTS SIGNS SIDE OF THE DOOR. (EXCEPT IN CERTAIN STATES WHERE IT WILL BE O O A L E S AREA O WITH NEW SIGNS.AREA TO REMAIN THE SAME. 2-0"). ''-°' - OFFI C 7• DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1/2"HIGH. T 0 7.EXISTING STRIPPED AWNING ABOVE DRIVE-THRU TO BE 8. DOOR HARDWARE SHALL 13E MOUNTED BETWEEN 36"AND 42"ABOVE THE _ ONE ARIL (COSTING) REPLACED BY NEW FRESH BREW BROWN AWNING W TH TEXT. FLOOR. 8.INSTALL NEW MANDATORY WATER FILTRATION SYSTEM. 9. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. Gl Z CE W \\ E.FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE ` ~ RETAIL 2 REACHIN 50 BREAK ---- -' INSTALLATION OF CEMENT BOARD BACKING FOR F.R.P.AND CERAMIC TILE. w OQ MERCHANDISER 4 FREEZER BIN TABLE TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: N tV U COOLER I. PREP AREA AND STORAGE AREAS: 0'-0'TO Y-O�: 5/8"OUROCK CEMENT � H ?O"p BOARD,3'-0"&ABOVE: 5/8"PLYWOOD. Q o 3. SA2. LES AND SEATING MOE AREA: BAREAS: MI.PLYWOOD//8.`GYPSUM BOARD. _ � a� � m BACK ROOM F.GENERAL CONTRACTOR TO PROVIDE FOR 6.0.5 SYSTEM AS SHOWN ON 1 1 1 0. I�_ y O ELECTRICAL DRAWINGS OR,AT A MINIMUM THE FOLLOWING CONDUITS; W 4-Q o yi 6'-2"POT SINK NEW MANDATORY WATER 1. 2 1/2"I.D.FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP". O to O HANG WALL TO ABOVE CEILING. J 0 O 2 SINK MO FILTRATION SYSTEM;PROVIDE - 2. FROM A HUB IN THE FRONT LINE CHASE UNDER SLAB TO WALL BEHIND x ° SIN FILTERED WATER TO DISPLAY RACKS PROVIDE THREE(3)2"CONDUITS WITH 2'-0-SWEEPS AT - / M Q z 4 ALL FRONT h BACK LINE - - - 0001 EQUIPMENT AND ICE MACHINE ENDS.TERMINATE ABOVE 7HE CEWNG.(UNDER FLOOR IF BASEMENT). Z o e - 3. 1'I.D.CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP WALL TO W a, ' y ABOVE CEILING,USE 2'-0"SWEEPS AT BOTTOM TO SIDE NEAREST FRAME 3 WALL IF WINDOW BEHIND PROVIDING CHASE AS REQUIRED SO NO WIRING g O BENDS LESS THAN 2'-0"RADIUS. TOILET 4. 2'x4"ELECTRICAL BOX 6' 0"A.F.F.WITH 1"CONDUIT IN WALL TO ABOVE O CEILING.CENTER 3002"z3/4"PLYWOOD BLOCKING IN WALL FOR VDU UNIT. (EXISTING) .. NOTE THAT THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU(S)AND ITS g DEDICATED CPU IS 75'-0'AND ONE TELEPHONE JACK IN OFFICE TO BE AN C-J TO R E 5. 10PN LINE. DUNKIN ECKTRICAL BOX IN FNROONT IINE CHASE VA CONDUIT OVER TO HUB AT MAIN CASH STATION.THIS IS FOR COUNTER MOUNTED VDU UNIT AT COFFEE STATION. SALES AREA r.NOTE: S WT", RCUITS WIT ALL POWER OUTLETS FOR P.O.S.DEVICES ARE DEDICATED CIH THIRD WIRE ISOLATED GROUND.AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL OTHER GROUND WIRES,RUNNING BACK TO THE BUILDING - MAIN OR COMPLEX POWER PANEL NEMA STANDARD L5-15R I.G.FOR RECEPTACLE AND PLUG.USE OF IG DUPLEX OR QUADPLEX OUTLETS: (I.E., 9•iy� \ • n HUBBELL IG-5262,IG-5362 OR EQUIVALENT) H.GC.SHALL NOT PROCEED WITH CONSTRUCTION UNTIL V.D.U.LOCATIONS ARE WOT r DETERMINED. W,, Ipg I. PROVIDE WATER FILTRATION SYSTEM(BRANCH OFF MAIN LINE)FOR COFFEE BREWING EQUIPMENT,ICE MACHINES,POST MIX.LOCATE AS SHOWN. .. J.G.C.WILL BE RESPONSIBLE TO INSTALL ALL INTERIOR GRAPHIC ELEMENTS ti SUPPUED BY THE MILLWORK SUPPLIER. K.G.C.TO PROVIDE BRUSHED ALUMINUM CORNER GUARDS WITH 2"LEGS TO ALL SALES AREA OUTSIDE CORNERS. L BRONZE COLOR MYLAR ROLL DOWN SHADES ARE OPTIONAL AT GLAZING. M.DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. ' N.THESE PLANS ARE BASED ON MINIMUM DUNKIN'BRANDS CORPORATE DESIGN REQUIREMENTS.THE STRUCTURAL DESIGN,FOOTING DESIGN,ADA COMPUANCE - - - AN O GENERAL BUILDING REQUIREMENTS HAVE BEEN EVALUATED TO MEET ALL Q p ADA STATE AND LOCAL CODES. p \ 0 L 0 m =PRINTER(optional) zp N o =VIDEO DISPLAY UNIT - LLJ f 0 =PRINTER F - t FLOOR PLAN. z 0 5- 10, SCALE: 1/4" = V-0" • W J Q (n Q LTLLJ LA z Q r , - - o z z + _ a v) . ., _ K .. _ J z z z p ' QQ JZ < L m Q _ W O J O J LL- SHEET Aml JOB : D14135 PC : 341791 DATE: 11 05 15 C.M..VERNON LANGLEY 120V/15A DEDICATED - .. _ DUPLEI DIGITAL RECEIPT. ,{ LINE OF EXISTING FOR DIGITAL MENU BOARD. FOR DIGITAL MENU BOARD. LINE OF EXISTING DROPPED - MENU BOARD PASS&SEYMOUR 2 SINGLE GANG-WAD r— C�C-STORE PT-O6 CEILING FASCIA ONLY 3 CAN RECESSED DATA RECEPTACLES REQUIRED LINE OF DROPPED C WC-07 WALL BOX; FOR 8 DATA CABLES EXISTING CEILING WALL TV3LVKITWCC2 SOFFIT III III II I e e rh. 1 owl I I 4 1/2-X12 3/4-ACCENT TILE- ® START 1 ROW OF ACCENT TILE 1' 4- A21 uj TWO COURSES DOWN _VDU_ VDU you ® ® = Wf-02 '= P 1 9 Gl PT-06 H.C. I B I B 0 11 B I s 4 1/4"X12 3/4"FIELD TILE COOLATTA BLENDER ESPRESSO J LC'A �e'�L G� SERVING AREA e WT- SIN ° Ol poi"" 01 8 4 7BACK IF---I IKE EXISTING EXISTING EXISTING LINE OFDISPLAY CASES EXISTING DRIVE-THRU COFFEE STATION POS BASE TILE DOOR BASE TILE FRONT LINEBASE TILESTATION MILLWORK NOTE:PARTIAL TILE PATTERNSHOWN ONLSALES AREA _" SALES AREA ELEVATION SERVING .AREA ELENATION SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O"rE AK -___LELINE OF EXISTING ONE PANELCEILING DROPPEO TILE EXISTING FRP DROPPEDLINE OF EXISTING CEIUNG g•_7- MAINTAIN'3" DOPPEDEXISTING LINE OF CEILING DROPPEDEXISTING CEILING ROOM ZE BELOW CEILING - WC-01 _ o 7 <o� a 6'-2-POT SINK _01 INT-Ol Lu O 2 AN OOD a �� 9NK _ / W-02 ¢Z ° r—1 WC-01 " a 3 G w TOILET Q (BASTING)) g o o J IT � � Q � e e Exlsnxc EXISTING EXISTING - EXISTING EXISTING - -EXISTING -' DRIVE-TIiRU BASE TILE REAR DOOR NOTE: PARTIAL TILE PATTERN BASE TILE BASE TILE BASE TILE - WINDOW SHOWN ONLY FOR CLARITY. P C 3 0. O NOTE:PARTIAL TILE PATTERN 6ROWNGNLY FDRCLARITY. SERVING/BACK AREA ELEVATION OO OO OO .L,BQT W.--- SCALE: 1/4"=l'-O". -" � SERVING- AREA ELEVATION SALES AREA ELEVATION SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-0 " FINISH MATERIAL SCHEDULE-ORIGINAL BLEND .. .......... ... " - - �. ...._.-....-........_ . _._..-._._._.__......._...-._ .. .. .. _..._................ uaoATEo lzpa/zoln _ CODE MATERIAL MANUFACTURER PRODUCE# Q DESCRIPTION/REMARKS \O - - COLOUR SCHEME 8909"ARTISAN CUT12"XI2"FLOOR TILE W/SATIN NICKELSCHLUTER STRIP ° - ._ WB-01 �CERAMICTILE (DALTILE BROWN' CAP LOLLY-ANIGB Ln COLOURSCHEME B909"ARTISAN Z> - - WB-01 ALT CERAMICTILE DALTILE BROWN' 6"X12"COVED BASE TILE(OPTIONAL UPGRADE) m _ - - QLIARRY TILE Q3565"SAHARA S"11.' EBASE-SEENATIONALACCOUNTSFOR N z j W&02 QUARRY TILE DALTILE �O SAND' INSIDE,�Ol11SIDE CORNER PRODUCTNLMBERS LJ F N - - - PT-G] PAINT SHERwINWILLAMS 6372 "INVITING IVORY":SATIN FINISH Of . PT-02 PAINT SxERWIk WIW AMS 6984 - "OBSTINATE ORANGE":SATIN FINISH INTERIOR N ¢ F - v. ^I - PT-03 PAINT SHERWIN WILDAMS 6140 "MODERATE WHRE":SATIN FINISH p z_ KEY PLAN - PT-OO PAINT SHERWINWIWAMS 6099 - "SAND DOLLAR": SATIN FINISH PT-OS - PAINT SxERWIK'WIW AMS 7536 - "BITTERSWEET STEM":SATIN Z SCALE: 1/4" =V-O" - - PT-06 PAINT SHERWINWIWAMS 7724 "CANOE":SATIN PT-07 PAINT SHFRWINWIIIIAMS 6137 "SMOKEY TOPAZ":SATIN PT-08 PAINT SHERWINWILUAMS 6096 "JUTE BROWN":SATIN - PT-09 PAINT SHERWINWINIAMS 6097 "STURDY BROWN":SATIN r^ PT-10 PAINT SHERWINWILLIAMS 63W "JAVA*:SATIN V' PT-11 PAINT SIICRWINWIWAMS 6069 "FRENCI I ROAST":SATIN J PT-12 PAINT SHFRWINWIIIIAMS 60D5 "BLACK BEAN":SATIN O RITTENHOUSE SQUARE K175 41/4"X1Z 3/4"FIELD FILE-BACKUNEWALF&AS INDICATED IN VJf-Ol WALLTILE DALTILE p "NISf:111T" - ELEVATIONS-MEW!GROW G12 Q w Z RITTENHOUSESQLIAREK101 - p Q m WT-01A WALLTILE DALTILE ""ITE" COMBO ONLY. ( l RITTENHOUSE SQUARE 0766 41/2"X123/4"ACCENTTIIE-BACKLINEWALL-AS INDICATEDIN Z _ U Q WT-02 WALLTILE DALTILE - 0 W z .. - -- "ELEMENTAL TAN" ELEVATIONS-USE W,�GROVTG-C2 Q V/ J WT-03 WALL TILE DALTILE CERAMIC TILE-QC0736MODlP 3"X6°ACCENTT,IE-RESTROOMWAUSASINDICATEDIN U 0 O ' "ORANGE BURST" ELEVATONS-VSEW,IGROUTGL3 O Z Z ••W W 41/W-KIZ 3/4"FIELOTILE-BACKLINE WALL 3"X6°FIELD TI LE- C. O } Z WT-04 WALLTILE DALTILE MODERN DIMENSIONS 0161 Z -AS I RESTROOM WALLS- IN ELEVATI DNS-USE W/GROUT LL. ' „URBAN PUTTY" G-03 Q b Q O uJ Wf-OTA WALLTILE DALTILE RITTENHOUSE SQUARE 0761 3"X6°FIELD M LE-RESTROOM WALLS AS INDICATED IN ELEVATIONS- J "URBAN PUTTY" USEW/GROUTG-0= _ - - - - Wi-10 WALL TILE DALTILE POLARIS PL02881P2"GLOSS WHITE" s•X8•TILEIX a45 DEGREE DIAGONALPATTERN-BR BACKIINE USELij W/GROUT G-02(CO MOO ONLY) WE-11 WALLTILE DALTILE POLARIS Pl22"GLO$$ALMONO„ W/GTI LE INA45 DEGREEDIAGO NAL PATTERN-BR BACKII NE,USE I I W'0 G-02 COMBO ONLY Ld FRP-01 ALT FIBERGLASS REINFORCED PANELS CRANE KEMLETE 866'WHIFF' BOH/KITCHEN AREAS NOT IN PUBUCVIEW PL-D7 PLASTIC LAMINATE WILSONART 1,669-30"CITRUS ORANGE" FRONT UNCMILLWORK-NCADfP/SIIROUD ONISII PL-05 PLASTIC LAMINATE FORMICA K932.59"ANTIQUE WHITE" FRONT UNE MILLWORK-GATE/END PANEL CONDIMENT STATION 'FRONT - - G-02 GROUT RODUCBUILDING P TS #333"ALABASTER" FOR USE WITH BACKLINE WALLTILE SHEET ' PRODUC CUSTOM BUILDING G-03 GROIR PRODUCTS #382 BONE FOR USE WITH RESTROOM WALL TILE WC-01 WALLCOVERING APACOLORGRAPHICS DID"FRESH BREW"TEXT WAUCOVERIN'G USEFOR I NDICATED ACCENT WALL IN SALES AREA DESIGN- S6E ELEVATIONS FOR LOCATION Aml WC-03 WALLCOVERING APACOLORGRAPHICS BR°HERITAGE"TEXT WACOLLVERING USE FOR ENCLOSURE WALLS AND SOFFIT OVER CAKE CASC ICOMBO .. - ONLY-MAY NOT BCPRCSCNTINAIDCSIGNS JOB : 014135 WC-07 WALLCOVERING APACOLORGRAPHICS W"FRESH BRERINGW"TAN MWEDLETTERS USE FOR MENU BOARD FASCIA PO#; 341791 W- - - ST-02 STAIN SHERWIVWIAMS 3126 Wo0DQAS5IUIM.oILSTaN "PICKLED WHITE";KNEEWALL CAP&TRIM FINISH DATE: 11 05 15 C.M.:VERNON LANGLEY Sc C L.1 ,5 iO NOTEW � , MSERVING AREA DRIVE—THRU _ Q ag ag r- o � a z co 0 b SALES AREA O OF IC "" _ V � (EXISTING) 0 Q 1,' m I ZF P REACMIN SOW \ � J 2�N COOLER TABLE - ,/I m O Q m ° BACK Lu ROOM 3 < 0 w O y 6'-2•POT 9NK- OHAND ^^❑ 9OK -. 2 SINK IIU�T-11--.U'.',II 4 TOILET (EXISTING) 6 W N • - - Z r . U)z w S o LJ NQ F .. ... .. 0 Z - EQUIPMENT PLAN Q Q SCALE: 1/4 V-0" < m oz oC/) � z o Z Z LLJ W SHEET Kml JOB : D14135 PC 341791 DATE: 11 05 15 C.M.:VERNON LANGLEY i I i I i so- �■MOBILE WNUTIBAKERY 6 TIER '• ��■i■■■■®■■■®■■®■® ®� ®oo® �■ ' ��■■■■■■ate■®■©■�■� OPEMING FOR PRO—PA-USED MR JOB ■�■ . ��■■■■■■��■gym■■�■s •HYANNIS, MA - • _ ■�®® . D ■-■- EQUIPMENT SCHEDULE ■�■� ' . . 0 395 RODM UNIVERSAL ENS-IRL-WH 1/2' 1/2' 11/2- 11/2'-2'PERL CODE 402 EMPLOYEE LOCKER WIN-HOLT WL-66(1561%) 414 1-LB CUBE ICE MACHINE SCOTSMAN _1030 419 STORE ROOM WI-FIELVING MCTRO ✓ARIES 42M SHELF-24'W vBE'D-ORDER(5)SHELVES PER U NR AFTF. 2160BR 4203 SHELF-24-W v48`D-ORDER 15)SHELVES PER UNIT METRO 2448BR 420E SHELF-24'Wv36'D ORDER(5)SHELVES PER UNIT METRO 24360R 4200 SHED-b'W x24'D-ORDER(5)$HfLVE$PER UNIT METR. 2424BR 42. SHELF-18'W v60'D-ORDER(5)SHELVES PER UNIT METRO :860BR 421A SHELF I1Wr48b-ORDERIS)IFI-11PERUNR METRO 8488R 421C SHED 18'Wv36'V-ORDER 15)SHELVES PER UNIT Mmo :836BR STAINLESS STEEL WIRE DRYING CART 18'v 36',TO BE USED IN 421H LOCATIONSTHAT DO NOT HAVE(2)GRAIN BOARDS ON THE THREE METRO 3PN33AS COMPARTMEMSINK S.S.TOP.SPLASHES ON(3)SIDES.TISS PRE-RINSE 424 90'WX233/4•DTHREECOMPALMENTSINK-12`Wv2WDBOWL UNIVERSAL DD-3N1818142D18I 13-SITS9-156 3/1 3/4" 2' DIR/1ND WASTEASDETERMINEDOY WALL UNIT(INCLUDES BRACKET)W/ W/(1)12'W DRAIN BOARD.(3)TWISTWMCCLEVCLDRAINS LOCALCDDES ACT-AUCIET 12'SPOUT TO SHIP W/3 BAY SINK SS.TOP.SPLASHES ON(3)SIDES.TRS PREAINSE 428A W`WX27-D THREE COMPARTMENT SINK-12`Wr21.BOWLW/ UNIVERSAL BR-M53N12-D32/TSB-13-B/TSB-IS6 3/4' 3/4' 2' DRUNDWASTE AS DETERMINED BY WALL UNIT(INCLUDES BRACKET)W/ 12)12-W DRAIN BOARD.(3)TW6 LEVEL DRAINS HANDLE DRAINS LO ODES FAUCET LI'SPOUT TO SHIP W/3BAY SIN[A 430 SINGLLSTETIO REACH-IN REFRIGERATOR,FULL HEIGHT-LEFT DELFIELD MFP 115 1 B.5 15 Y NEMASLS HINGE DOOR 64'W%2TD THREE COMPARTMENT SINK(FROM SMRTF 12^M1 SS.TOP,SPLASHES ON(3)SIDES.T85 PRE-RINSE 43M IVD BOWL W/(2)12'W DRAIN BOARD.(3)TWIST HANDLE LEVEL UNIVERSAL BR MS3N122D2Dl2S/lSBI -0/TSB4 3/4° 3/1 2' OIR/IND WASTE AS DETERMIN ED BY WALLUNTT(INCLUDESSRACKET)W/ DRAWS -CODES AD FAUCET 12'SPOUTTO SHIP W/3 BAY SINK 131 TWO SECTION REACH4N REFRIGERATOR/FREEZER,FULL HEIGHT- DEIFIEID MDlfl23 115 ] ]l.l Y NEMASIS LEFT DOOR REFRIGERATOR,RIGHT DOOR FREEZER 112 V7 X 34-DTHREE COMPARTMENT SINK(JUST BAKEDF 20•W v -TOP,SPLASHES ON(3)SIDES.TITS PREAINSE 434A 28'Dr 14'BOWL W/(2)14`W GRAIN BOARD.(3)TWST HANDLE UNIVERSAL OD-3N2 0 2 01-2 4/TSB-13 0/5S150 3/4' 3/4' 2' DIRA.D WASTE ASOETERMINEDBY WALL UNIT(INCLUDES BRACKET)W/ LEVELDRAINS - LOCALCODES "" AODA-FAUCET I2•SPOUT TO SHIP W/3BAY SINK 435A 90'SINKTRAK SHELVING WORKSTATION-INCLUDES SNELWNGO ISS WSi1435E eRA[%FTS USED FOR 61'&90'THREE[OMPMTMENTSIM) 4358. 108'SIMTUSEDFO 122 WORSE COMPARTMENT SINK) SHELVING& ISS WST1415E BRACKETS(USED FOR 112'THREE[OMPARTMFNTSINX) 451 BR CAKE PHOTO SCV3NER/POINTER BAKERYCRAFT 11 lABR E140858 110 1 1 15 3 Y 450H TUB CUTTER BUILDM 20030 4- (5)QUART STAND MIXER FOR BR(COLOR-WHITE) XTTCHFNAlD KV25GOXWW 115 1 451 EEKW A31-D D BR CAKE PREP TABLE WITH STAINLESS STEEL TOP UNIVERSAL BR-60SLC-31 452 12-W A3 D D BR CAKE PREP TABLE WITH STAINLESS STEEL TOP UNIVERSAL BR 72-31 455 24-D A-STAINLESS STEELTABLE W/DOUBIFOVERSHELVES UNIVERSAL 3SLCS-24/COS DBL-GERS NING CABINET-SINGLE DOOR,HINGED LEFT MASTERBIIT IHC-11 208- 7.4 1,_ 3 Y NEMA 615 '460' 06D2 HARDENING G481NET-(11 SECTION.(2.5)000R5 GLOBAL T30HSP 115 ] 11.5 15 Y NEMASIS 461.1 HARDENING CABINET 12)DOOR,III 51C110N-LEFT DOOR HINGED-MASTERBAT IF- 208-230 ILLS 15 3 NEMASES '4E1' LEFT,RIGHT DOOR HINGED RIGHT 461-2 HARDENINGCABINET-12)SECTION.(2)DOORS GLOBAL TSDNSP - 115 1 11.5 15 Y NEMASIS 46I 55 WORKTABLE-36'v30'W/BACKSPLASH,FIXED S.S. UNIVERSAL 3SLS0-30 UNDERSHELF(TABLE ONLY) ASIA - SS WORKTABLE-36"v30'W/BACKSPLASH.FIXED 5.5. UNIVERSAL DD BEE- SC12 UNDERSHELF UNDERSHELF SS.WORKTABLE-48'X30'W/BACKSPLASH.FIXED S.S.UNDERSHELF UNIVERSAL Ls.­ (TABLE ONLY) 463A SS.WORKTABLE-48`%30'W/BACKSPLASH.FIXED S.S.UNDERSHELF UNIVERSAL D DASISB-3D-0SC12 55.WORKTABLE-fi0%30'W/BACKSPNSH.FIXED S.S.UNDERSHELF - I6a UN [TABLE ONLY) - UNIVERSAL 5SL`B-30 - 464A S.S.WORKTABLE W/BACKSPNSH.FIXED 5.5.UNDERSHELF UNIVERSAL D.ISISR--SC1I ICE MACHINE-PRODUCES UP T0255 LBS OF ICE PER 24 HR5,AIR 070 COOLED-22'WIOE MANROWAC IY-0324A YES YES 3/B 3/4° DIR/IND WASTE PER LOCALCODE I 11.5 l5 AMWLAw SU11 AN ICEMACHINE-PRODUCESUPTO 255LBSOF ICE PER 24HR5,AIR / - 1/2' DIR/IND WASTE PER LOCALCODE 115 1 ]0.8 15 471 MANROWAC IV-0304A YES YES 38' - Lxxo GUxrtx COOLED-30'WIDETEST III ICE MACHINE-PRODUCES UP TO 450WS OF ICE PER 24 FIRS,AIR 172 -LED-II-DIMANROWAC IY-0524A YES YES 3/B' 1/I" Olq/IND WASTE PER LOCAL CODE 315 1 20 20 N HA!m GUNrt NF ICE MACHINE-PRODUCES UPTO 670W$OF NE PER 24 HRS,AIR 473 COOLED-30"WIDE MANROWAC IY-0854A YES YES 3/8' 1/I" Olq/INO WASTE PER LOCAL CODE 208-230 1 11.9 20 Hum UNITM To 4. ICEMACHINE-PRODUCESUPTOB5010SOFICEPER24HRSAIR MAMTOWAC IY-1001A YES YES 3/8' 1/2- DIR/IND WASTE PER LOCAL CODE 208-230 13.5 20 N 'wo ISUxx xe[ COOLED-30-WIDE 47SA ICE BIN-31D 10 CAPACITY MAFMCWAC 842( 47r 475E ICE BIN-150 LB CAPACITY MANITOWAC 817E ' 475E ICE FUN-43010 CAPACITY IYANMOWAC 857E 475D ICE BIN-710 LB CAPACITY NOOwAC 8970 4-1 WALK4N COOIER/FREE2ER PACKAGE NORLAKE PER NALK IN DARER PexsrTV lxurtoRl4ti.IWaulmoW •• •• •• •• •• N rsamrzu n4 .1�. •x xrx 480.2 WAIKHN GOOIER/FREEZER PACKAGE KOIPAK 11 Ix R RFORM " x or T •' " •' " " N .n4 1.7 UNDERCOUNTER ICE MACHINE HOSHIZAKIAMERICA KNM 251BAH YES YES 1/2' 3/4" ORANDIWASTEPERLOCALCODE 115 1 9 1S NEMA Sli PROVIDES 251TLBSOF ICE PER 24 HOURS 489 ICEMACHINE-PROWCESUPTO1SSl SOFK;EPER24HOUR5 MANM- SY-0:14A YES YES 3/B• 3/4' DIR/INDWASTEPERLOCALCODE 115 1 IR 15 NEMASIS POWER CORD ONLY,NOPLIIG ALSO AVAILABLE IN IO-230/60/1 490i 490 MIKE.-1.QT HOBAAT HL1400 200-24G 3 14.8 NO NEMA1- 51D FLOORSCME DETECT. 1SN1 510E FRYER,WITH BUILT4x FILTER AND FRY QUAUTY MONITOR PIT.FRIALAT.R DD24RU1M 511 MANUAL DONUT DEPOSITOR W/ADMSTABLE ARM BELSHAW TYPE!9' 512 GIAIER-SEMI-AUTOMATED SELSHAW HG24-EZIDD S13 GUUIER MANUAL Bl.NAW NG24`W/DD ' SID EIDPROOFER MENT BAXTER PC151DD1 907 w- x=n , •• •• •• 40/15 3EA • ma<PIv • suawm.m!u. xTo 520D EDO SINGLE HEAD WATER FILTER pOC71 HEAD ONLY EVERPURE 927241 3/8' FORp510 WILL SERVICE UP TO 3 PROOTERS 523 EOD WATER CHILLER RSC340 MULRPLEX S59U3130 18 1/2' 230 1 LlU 15 16/3 SO Y NEMA 6IS ••ETL REPORT RSSAEX 0D04 UNIVERSALOVEN-NATURALGAS.USED FOR BAKING ALL 535-1 PRODUCT$.CAPACITY:55HEET PANS;18'%2V OR 6 MUFFIN PANS, BAXTER OV30CG­SEfDDE 1/2` 1/2' s�rxo ixnru 120 1 5G 15 Y NEMASIS 20 CUP UNIVERSAL OVEN-ELECTRIC 7D8V.USEOMB BAKING ALL 535-2 PRODUCTS.CAPACITY :5 SOFFT PANS;18'X26.OR 6 MUFFIN PANS, BAXTER OV300f-SEFDDE I/2'. L/2" �upxlsx�xoixs��uwci�iuWrartx62iO 120 3 50. fi0 Y NEMA 1S50 1-120/6EjlIISA DEDICATED CIRCUIT REQUIRED FOR A NEMA SISCORD. ' •535• 20CUP.VOLTAGE SPEtlFIEDON EQUIPMENT DATA CORM � ' UNIVERSAL OVEN-ELECTRIC 2AE V.USED FOR BAKING ALL 535-3 PROOUCTS.CAPACITY:5 SHEET PANS;18"K26"OR 6 MUFFIN PANS, BAXTER OV300=5EFDDF I/2' 1/2' IL,I i1 120 3, 43 SO Y NEMA 15-W 1.120/fi0/l/ISA DEDICATEDCRNIT REQUIRED 20 CUP.VOLTAGE SPECFIEDON EQUIPMENT DATA FOAM x •nnlxsr4uwnrznrarzR FOR A NEMA S35 CORD. UNIVERSAL OVEN-PROPANE.USED FOR BAKING ALL PRODUCTS. - SEFDOF 1 . 1/2` TowawxlxxoxHxu • 120 1 6.6 ]5 V NEMASIS 535d BANTER OVF00G CAPACTIY'SSHEFTPANS;18'%26'OR6MUFFIN PPN5,20 CUP. 538-1'5 MINI-ROTATING RACK BAKERY OWN-ELECTRIC BUIDGETT XIIE 3/4' 3/4' w 2011140 3 50/45 50 NEMA 1S50 1-120/60/1PH ISA CIRCUIT REQUIRED FOR 38' DEDICATED CONTROL CORD 5382 NPROTATING RACK BAKERY OVEN-GAS BLODGFTT XA_ 3/4' 3/4" 3/4'NPTGASSUPPLY I11) 1 15 15 MAS15 N MAPLE CUFFING TOP - IONN B005 DUNNAGERACX-36'Wv20'DSLNGLETIER,USEDFOAIU5TBAXED LOCKWOOD D2036-3 NNAM RACK-48'w.20'D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D2048.3DUNNAGE RACK-BEI 20'D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D206D8DUNNAGE RACK-72`Wx20'D,SINGLE TIER,USED FOR IUST BAKED LOCKWOOD D2072A DUNNAGE RACK-32•WvITO.SINGLE TIER,USED FOR IUST BAKED LOCKWOOD D2032A BAKERYPANRACX KELMAX APRUIE18-4-AT-BX MODFRESH BAKED SINGLE CONVECTION OVEN W/STAND ADAMAIIC SELSHAW BX.DDS 3/4" TPwvcixc 1OR220 3 20.8-22.3 30 4 Y L15-30 2 SEPARATE CIRCUITS REQUIRED AM REQUIRES(1)12DV/6OHjIPN/3SA NEMA S150EOICATEOCRCUR FRESH BAKED DOUBLE CDNVCCRON OVEN All STAND ADAMATICBELSHAW EX DO 1, 3/4" Tnuvaxc xe 208-220 3 20.8-2Z3 3D 4 Y LIS-30 2 SEPARATE CIRCUITS REQUIRED ALSO REQUIRES(1)120V/6H/1PNjISA NEMA PEROVEN 5.15 DEDICATED CIRCUIT PER OVEN 554 GUIER WITH EZ ROLL APPLICATOR-USED FOR IBOD BELSHAW 223381-1G-18EZDD34 554A GLAIEH WITH EZ ROLL APPLICATOR-USED FOR TWO .-HAW 22338NG-18EIDD32 .5m. 554R GLAZER WITH SCOOP HOLDER-USED FOR IBOD BELSHAW 27338HG-1BOD34 S54C GIAIER WITH SCOOP HOLDER-USED FOR IBOD BELSHAW 22338NG-180D32 554E 10•r2C%3S'I EPTRANSLUCEM FOOD BOX.GLAZING GMBRO 18263- SMALLWARES sw 48'X36'STAINLESS STEEL FINISHING TABLE W/1D'OVEMHELF UNIVERSAL DD-0SLC3360S2 560.1 FIAT 14'Xf SOUD SHELWNG MLTRO 1460FG 5W12 SINGLE DIRER WALL MOUNT BRACKET METRO 1WD14C 560' 5603 DOUBLE DIRER WALL NDUNTBRAQET METTo IWDI4C S60A FIAT 14'X48-SOUDSHFLVING METRO 14 M 560A 96'X36'STAINIESS STEEL FINISHING TABU W/10'DEEP OVERSHELF I UNIVERSAL D0.851C336052E5 '160' SEOB I2'-STANNEESSSTEELFWGHBNGTABIEW/IVEIEP UNVERSAL D0.6SL 21-2ES + OI RSHE F sw 36'%60'STAN-1 STEEL FINISHING TABLE W/10'DEEP OWRSN UNNEflS4L 0655LCE3DOS2E5 EO o _13 I JOB LOCATION: REVISIONS < [-IT HYANNIS MA N0. DESCRIPTION BY DATE JAMES D. SMITH F*1 7 INITIAL ISSUE JS 11/O5/15 Oz o J m 156_IYANNOUGH ROAD ¢ ARCHITECT AIA rcr, N i EQUIPMENT SCHEDULE g[�yg go 35 LOTHROPS LN. ' dunkin' Dz Zit yW. BARNSTABLE, MA 02668 0 w PHONE: 508-367-8920 broAd813M m EMAIL JAMESDSMITH11000MCAST.NET Q IMAGE TYPE: ORIGINAL BLEND 561 FINISHED PRODUCT RACK(IN SHOP USE ONIY-NOT ENCLOSED) KEUMAK APRUE1326­5/AT/TG/8C 562 TOPPINGS THAN UNIT SUPPLIER N/A 563 POWER BASE EDHARD P 3 29051 SA 1027 120 1 15 NEMA S-15 5. CONTAINER BIN RUBBERNIND 26. Ill SPICE CART.5 TIER NEW AGE 96011 S66 INGREDIENT BIN WITH SUDING UD CAMBRD 1027 567 MOBILE SUGARING CART BIN CHANNEL MANUFACTURING 568 REFRIGERATOR-REACFFIN,ONE SECTION HINGED FULL DOOP NORIAKE NR241555/0 115 1 10 IS NEMA SIS 569 REFRIGERATOR-REACHN,ONE SECTION HINGED HALF DOORS NORIAKE NA14;.S/B 115 1 10 15 NEMA 5­35 571 REFRIGERATOR-0.EACHlN,TNO SECTION HINGEDFULLDDOR NOPLAKE NR52:5SS/0 .5 1 12 15 NEMA Z35 573 REFRIGERATOR.REACH4N,TM0 SECTION HINGED HAIF DOORS NORLU:E NR521 SSS/0 115 1 12 IS NEMA SI5 573 FREEZER-REACHAN,ONE SECTION HINGED FULLDOOP NORIAKE 241-10-025 - El 1 12 15 FAA SI5 574 GREFZER-REACH4x,ONE SECTION HINGED HALF DOORS ..FLAKE NF2425SS/0025 Ill 1 l2 15 NEMA 5-15 575 FREEZER-REACHiN,TWO SECTION HINGED FULL DOORS PHUT-1 NF5225SS/0025 115 1 14 20 NEMA 5�20 576 FREEZER-REACIHN,TWO SECTION HINGED HALF DOORS LAKE NF524S$S/0025 IIS 1 14 20 NEMA 1.577 FREEZER-A-,THREE SECTION HINGED FULLOOORS NORLAKE NF803S5$/BL25 115 1 11 15 NEMA SIS 5]0 REFRIGERATOR-PEAOI THREE SECTION HINGED FULL DOORS NORLAKE NA]6_SMS/1-5 ITS 13 MA 1.583 DUAL REFRIGERATOR/FREEZER REACNiN,FREEZER ON TOP OELFIELD 115 20 NEMA S20 E. FRIGERATORHREEZER REACH4N,REFRIGERATOR ON TOP SMDTRISH 2D NEMAS20 62,1 640 SOFT SEATING-CLUB CHAIRS BEAUFURN SEE NATIONALACCOUNTS .1 24'ROUNDCOFFEETABIE CUSTOM TBD FAS 24'ROUNDTABIETOP PLYMOLD TBD 662 30',48',60'AND72'WIDE DARK ROAST BOOTHS NEW ENGLAND SEATING 663 fib) ASTE RECEPTACLL FOR SALES AREA(INCLUDES UNER) PUBBER 14 MAID 2210 680 FREESTANDING QUEUEING SYSTEM )AM INDUSTRIES B3000 691C RCTPII MERCHANDISER SUPPLIER 7. r,14'AND 30'DWMRER SOR SEATING TARIES 712 24'K24'HECTANGUGRTABLETOP PLYMOLD TBD ]]3 CDRMLTOEXTERIORSIDECHAIFSWBFONZE AMERICAN CHAIR&SEATING 52-18D3 ))5 CAP RI DINING HEIGHT TABLE,36'DK 395'OHW/UMBRELLA HOLE AMERICAN CHAIR&SEATING SZ-8035 ))6 OPRI BAR HEIGHT DININD TABLE-32'K42-OHW/UMBREWR AMERICAN CHAI R&SEATING 52-8032LE „ 760 EXTERIOR POUSHED TABLE WITH$TEE L FRAME 71-l'K29' AMERICAN CHAIR&SEATING TF3130 )01 EKTERIOR POUSHED ACCESSIBLE TABLE 59'KE9'K32' WASAU T13139 ISO EXTERIOP TRASH 1111 1 WASAU TF1015 795 EXTERIOR ASH URN W/O SAND WASAU TF2D41RI .4 BRMENUBOARDSYSTEM POSTERLOID TBD 82. B R LOGO LETTER FOR DIPPING CABINET DGS BR-06R 851 28'DO MENU SYSTEEM,6 PANEL POSTERLOID OONGW28w45/09 .1. 28'DD MENU SY$TEEM,8 PANEL.. POSTERIDID DD-NGH-2&&5/09 852 18"DO MENU SYSTEM,8 PANEL POSTERLOID DO NGN-l—l/09 85ZA -DO MENU SYSTEM,4 PANEL POSTERIDID DON-4--5/09 954 20'DD MENU SYSTEM,4 PANEL PO 1110ID DPNGN.28<5/09 BIG DD FRESH BREW PICK-UP STATION SIGN OCAS TBD - EST SINGLE PANEL-11 ART-31KEO' WS 863 DOUBLE PANEL WALL ART(2)30'W1DEv 6Y HKH DOS BB] 281/4'OD MENU SYSTEM 8 PANEL IAM ONLY)200"Lv 38"H POSTERLOID DD-NG-29-8-AMO-S/09 8B3 281/4'DD MENU SYSTEM 6 PANEL(AM ONLY)165'Lv 38-H POSTERLOID OD-NO-28-B-AMOTSICE - 807 281/4'DDMENU$YSTEM 4 PANEL(AMONLY(110Yv38"H POSTERLOU) D-NG-S8-4-AMOS/09 - - - 888 18'DD MENU SYSTEM 8 PANEL(AM ONLY)245"Lv 18-H POSTERLOID DD-NG-18-8 AMO S/W 089 18'DO MENU SYSTEM 4 PANEL(AM ONLY)135'L i 18'H: POSTERIDID D1NG-L8-41MO5/09 - 890 291/4-OD MENU SYSTEM 6 PANEL(UMUED BAKERY)165'LK 38-H POSTERLOID ID..G-38-61.3-SI9 091 28114'OD MENU SYSTEM 4 PANEL(UMITED BAKERY)117Tv30"H POSTERLOID D-NG 29-4-LB-5/09 10'DO MENU SYSTEM 6 PANEL(LIMITEDEAKERY)ISO 1/4".18'H POSTERLOID DO-NG LB-6-LB-5/09 BRO 18'OD MENU SYSTEM 4 PANELIUKIITED BAKER1)1351/4 I8'H P09ERWID DING-1O 1.8,5/09 894 281/4'DD MENU SYSTE M 4 PANEL(REV ONLY)I30'LK 38"11 POSTERLOID OD-NG-284BEV-5/09 895 18"DD MENU SYSTEM 4 PANEL(BEVONLY)1351/4'v 18'H POSTERLOID DD-NG_84-BEV-S/OJ 281/4-OD MENU SYSTEM4PANEL(AP0DKIN POSTE L.011) 897 281/4-OD MENU SYSTEM 2 PANEL(APO)KIT) POSTERLOID -' 899 18'OD MENU SYSTEM 2 PANEL(APOD KIT) POSTERIOIO RED 18'DD MENU SYSTEM 2PANE3(APOD OT-UMIIED BEVI POSTERIDID 927 FRESH BREW CHAIR/STOOL ALLEMUIR TUD 928 DO FRESH BREW CHAIR ALLEMUIR TBD 119 FRESHBREWRARSTOU] ALLEMUIR TRID 3202 WAFFLE CON E BAKER COSATCA MO-10 120 1 1 1 to 120E DIPPING CHOCOLATE WARMER,DRY HEAT,TO HEAT 410 CAN OF SERVER PRODUCTS 9200 - - 120 1 1 IS NEMA S-15 DIPPINGCHOCOIATE. 826K FARCES flO8BIN5'B'&'R'LOGO ELEMENTS FOR DIPPING CABINET DGSRETAIL BR4l6B o JOB LOCATION: REVISIONS m N0. DESCRIPTION BY DATE JAMES D. SMITH HYANNIS, MA Z j p to 156 IYANNOUGH ROAD INITIAL ISSUE JS 11/OS/15 f ■ z o ' m ARCHITECT AIA �, � Ed TT, EQUIPMENT SCHEDULE � g , dunkin' 35 z � W. ARNSTABEP MA 02668 � PHONE: 508-367-8920 brands. < IMAGE TYPE: ORGINAL BEND EMAIL: JAMESDSMITHII®COMCAST.NET HVAC SYSTEM x N • C • A CORPORATE CONSULTANTS/GROUP P NATIONAL CDRPDRATE ACCOUNT SERVICES, INC. z aaA>apa alDal Ala►al r mmlwqm a1Tl®eAHae aa•Y•am-NEWC mm o wvms"aML° eOm eAaPrAwn 11O n m Aaeosn 590M a. WA CCNMTM is MID NOW exam 0 - - M 1!1l�7q Co1i�AlOal�la IwAL 1!1@Im Cuw Wad apAHa13 � .. What 11aa1 LS/a�AM Im sT1alCaalAL Wal m DOolaleAmala>aMRCOI OF � . . T I W ODNVZF M Doa DaMYa10rt M mm CAL=L-#=pon afm-com z IL ~ Q Z - I HOOD}2 � m m w moV (n � 3sIO PLAN VIEW 6-1N•LONG 3624VHB V &�°b NOT TO sauE mksIBN/LDlleos - {/� z 5 3 J . T0'SDI'ALDUR.mlEr TRANffi AIN Htro9�Mv[ - MnULIOM . - IT'1QtAfP9•AOADiSl AOLPLOW'TO PAHVI4lI POOf.INO OF CONDENSATE IN DUCT. - I'.B�HOODSS®OI$TIa89�T STANDARD UST - UNISTRUT OR ANGLE IRON .. GRR.LEAPPUQ ATTACHED TO TRUSS OR JOIST zf• BYE —318-ALL THREAD AND HARDWARE M . EXXTINOCE11NO 4" IF TOP OF HOOD 11 SELO\V THE FINISHED - ' CEILNG.HVAC m L' CONTRACTOR IS - TOFURNISHA STAINLESS Q O O STEEL SHROUD. O - m . - W-16°IDAALLURREADROD -Vr D1A1®AVYDOTYNUT }}QIIII CONNBCTSDTOROOPTOW ONE ABOVE AND ONg�pgr (SEE HOOD SCHEDULE.THIS SHEET) 5 O M _ THROUGH ANOTHER RAN(BNO HANGINOAM F VJ ANGLE L - G E _ 1-U]e —OVENS . z ®PamHAGE•TOAHT.'El 1- -- - - EAtmYVf®PLtBP 81'AT[ON V' STD.HANUM ANGLE J W . . RODA.IRM.T'O.�EIPPIlE1EYDWALIMCONTRACIOR ELAN(EIO ANUS 19 PRH8UNCKWATPACIOAY HANGING ANGLE DETAIL Z o O FRONT SECTION VIEW-MODEL 3624VFIB Z z = W Nor TO SCALE TOASTER/TURBOS al Q HOODDIFORMATIGN 14A7L BRHAVSTT•IETUM 1R.7ffit(S) Z . - HOOD MODE• LENGTH COO�iG TOTAL ILO® RODD Q - IN TES. BMCFM D1AMETERO LYM 98. OONSTRUCIiON TYPE QlY WRIGHT 3624 74AV Ra 7a IP 7�0 406P 430(a NONE o uS vHe DHQ Lao% TES, T ° U 611W 610 10' 613 7ER CC Im L SHEET Copyright 2009- TV- WA Group. Draw, .paomoaumm notes, M =3 prapanTd tro np er flm of Record. Inatruc. and �a W natrumwTb d aaMoa rawwin 1M proparbr of HTa of Raoard, who TTfalliwtatri afl�atDWWtoray and cum Iwaevwd rwft tndudl"q bn oopyrlpM tl'a'wto•Ny uaa. ^Produawn or JOB • D14135 -vtdallon of tlro -wl CopyAyht wawrdmut d aartawT!°f l NCA croup y a PC 341791 DATE:- 11 05 15 .M.VERNON LANGLEY 1' 3/4, 3/4'� 3/4' BV �'Cl / BV BV BV FLUSH SERVICE ENTRANCE NOTE: I VawE CV FROM INCOMING WATER STRAINER J OPTIONAL - t/z• GW BOOSTER PUMP MCANN'S:16-2173-DD WATER BOOSTER - 3/4' V/INTEGRAL PRESSURE GAUGE#BYPASS. TWIN FILTRATION SYSTEM �' �D VERIFY PUMP SPEC WITH NATIONAL AccouNTs 3M: DP ICE-260-5 ]I' VERIFY WATER FILTER SYSTEM SPEC 3/4- WITH NATIONAL ACCOUNTS BV T UTILITY WATER CONNECTIONS -RESTROOMS -SILL COCKS - - _ a0� N Q w O -3-COMP SINK -IRRIGATION _ � O'0 DIPPER WELLS -HAND SINKS Q m HOSE BIHB -COFFEE SPRAYERS y r -CARBONATOR mPTIONAL) ICE MAKER DD ITEM#495 BACK OF HOUSE - Lu r Z N OT 0¢ T- M - - INDITES PROVIDE A PRESSURE • W 2 a REDUCING VALVE,PRESSURE 3 -+ GAUGE N SHUT-OFF VALVE AT Q PLUMBING CONNECTION TO W ADAMATIC OVEN(TYP.) 3/4'� - .. DUNKIN'DONUTS WATER SPECIFICATION&TREATMENT REQUIREMENTS - - CHARACTERISTIC UNITS OINNIN DONUTS SPECIFICATION WATER TREATMENT SOLUTIONS IDEAL RM LIMR A)WATER FB.TER 1 B)REVERSE OSMOSIS YL HARDNESS - PPM W-120 <200 )200 NA . ALKALINITY PPM 70-110 0-150 >150 NA 3/4' 3/4' wP TOTAL DISSOLVED SOLIDS(TDS) PPM 100-175 <250 MA >250 u PH PH 67-7.4 67-7A <67 OR)7.4 IA ? WATER QUALITY SMIUM PPM 0-20- <40 )40 NA INSTALLATION CHECKLIST: CHLORIDE PPM - 0 <40 >40 MA CH ORAKl ES PPM 0 0 )0 NAN 3/8' 3/8' 3/8') 3/8' 3/8' 3/8' FRONT OF HOUSE(FOB) DLm)D[ PPM D o >o ') ❑COFFEE EQUIPMENT(FRONT LINE) TURBIDITY NTU 0-1 <1 )1 NA T 0 COFFEE EQUIPMENT(DRIVE THRU) U) 0 WATER SPRAYERS PESARE - PSI >65 PSI BOOSTER PUMP IS REQUIRED Z DO 0 ESPRESSO .IN ADDITION TO THE ABOVE SPECIFICATIONS,WATER MUST MEET NSF4P AND NSF53 STANDARDS Om 0 HOT CHOCOLATE PPM=PARTS PER MILLION NOTE,PROVIDE A BV BV BV BV BV HV BV (n Z w ❑ICE➢COFFEE/TEA 100 PPM=5.8 GRAINS PER GALLON PRESSURE REDUCING .. >O N [IISLAND OASIS - VALVE AT ESPRESSO - LL1 a N NOTES- MACHINE K J 1)PRIOR TO CONSTRUCTION,GC SHALL PROVIDE A WATER QUALITY TEST,PERFORMED IN THE CITY O Q BACK OF HOUSE(BOB) T1 WHICH THE STORE WILL BE RECEIVING WATER.TESTING WILL HE DONE ON A LIVE LINE CONNECTED TO ❑ w z THE SAME SUPPLY LINE FEEDING THE STORE. O ? ❑ICE MAKERS(N/A RO SYSTEMS? ❑BAXTER 2)UPON RECEIPT OF THE WATER QUALITY TEST,THE GC SHALL PROVIDE A FILTRATION SYSTEM DR RO SYSTEM THAT WILL TREAT THE INCOMING WATER TO ALLOW IT TO MEET THE LJ Z 0 BLO➢GETT REQUIREMENTS IN THE TABLE ABOVE. BV BV ❑ADAMATIC 3)UPON COMPLETE OF CONSTRUCTION,GC SHALL SUBMIT A SECOND WATER QUALITY TEST TAKEN ❑PRO13FER FROM A TREATED WATER OUTLET TO VERIFY THE PROPER WATER QUALITY IS BEING ACHIEVED. SOFTENING ESPRESSO TWIN COFFEE TWIN COFFEE TWIN COFFEE SINGLE COFFEE DUNKACCINO ICED COFFEE ISLAND OASIS Z CARTRIDGE MACHINE BREWER BREWER BREWER BREWER MACHINE BREWER MACHINE - DD ITEM#96 DO ITEM'#IOIP-3 DO ITEM#101P-3 DD ITEM#IO1P-3 DD ITEM#101PP-3 DO ITEM#107A DO ITEM 0200A Q O 0 SYMBOL LEGEND m FRONT OF HOUSE(INCLUDING DRIVE THRU) z ~ a DESCRIPTION o'n w z FOH EQUIPMENT LAYOUT TYPICAL FOR Q V/ O J 0 _ ALL COMBOS V/DUNKIN'DONUTS <� O COLD WATER PIPING(UNFOTEREO) CW INDIVIDUAL STORES.QUANTITY 6PRESENT AN AT ALL DUNKIN' 0 TYPES -NUTSO Z Kil OF EQUIPMENT MAY VARY BASED ON FILTERED WATER FIN OF DONUTS FIXTURE LAYOUT. SEPARATE PURCHASE OF A McCANNS BOOSTER PUMP I$ RD WATER RO Q REQUIRED IN ALL STORES WITH TWO EXCEPDONS: W BALL VALVE N gy 1. STORES INSTALUNO AN EVERPURE RO SYSTEM ARE NOT REQUIRED TO PURCHASE THE PUMP,AS THERE IS A BOOSTER PUMP INTEGRAL TO EVERPURE'S SYSTEM. = Q cn UNION III 2. STORES WITH AN INCOMING WATER PRESSURE DOCUMENTEDcn TO BE GREATER THAN 65 P.S.I.ARE NOT REQUIRED TO P INSTALLED. STRAINER - DECK VALVE N CV SHEET P4 JOB : D14135 PC : 341791 DATE: 11 05 15 k.C.M..VERNON LANGLEY r - NOT FOR CONSTRUCTION _.--- �, THESE PLANS WERE PREPARED FOR THE — PURPOSE OF OBTAINING STATE I AND LOCAL APPROVALS AND ARE NOT t }}, INTENDED TO BE USED AS CONSTRUCTION \1 DOCUMENTS. — � F -. -----. ------_.,_.w _,.a,.__ 'PROPOSED WOOD ' BEGIN WOOD `RAIL FENCE REMOVE PAVEMENT \ , ' (;° P RAIL FENCE \ 3 I TO PROPERTY LINE I x x a x R:, a ■ x a x ■ ■REMOVE BIT. x — ; — , — . — .- — . — . — . — . — . — . — :9 — . .�.._" x .. .• ,,,{ — a --' ■- —� } - CONC. BERM ONIF TO .. f M .. REMOVEV� _.1� � � Y All RAIN--- _ WASTE NE t ! \ ?_ r`f 30' - N a OIL TANK LIG T R&R ' -`_^ " f i w. 4 �t- !._ r ` :- _, _ _ _. . _ . i'r r fit ''-� HT CONIC u _ Er[V t� ? rM BIT C - r__,r ��," r r-- � -> BCC t\ ( �=- CURB E P _COCRET NEW PAD d 4 _ -- \_- _ �_.. TRASH E CANOP ReR -- ....,._ _.._ -., .._, STANDARD DUTY :. LIGHT J _ e,G ,.---- --- - r j BITUMINOUS PVEMENT L r LA ` S �E SW,EE PROP'O§ED._, "DO NOT ENTER" \ A_� BCC k f STATE SIGN �. \, \\\ OR\PROPO `� ` t p ! HIGHW !Y WIDENING 4'R f:._ .,...__ �� D \ ti� ^._,.� 1' I I J b 00�LAI IoU C \ .-� Iz 'J ! ! MENU BOARD r�''` R j( y� A. d- ORDER BOX 3 . p \\ ���! ° €- NEW R7-$ T I 0 �. LANDSCAPED " t `N'L j AREA \. ` I CC ` REMOVE � � ' R7 8 UTILITY Z POLE C� t 71 NEW �` 1 -� ... C I00 LIGHT �,� �� �w _ ; t__I' , 1M �1 j !' CONCRETE C,� " WHEEL STOPS I 9' ' jM . w PROPOSED _ �� i I IGHT' BUILDING ND HEAVE' PROPOSED TEMPORARY OVERHANG h,CONSTRUCTION EASEMENT : I \, \ ` �� `. AREA EVE t CONC. D% T�' \ I \ CON PAIX=) ! PAVEMENT REMOVE EXIST. < i DUMPSTER ; LIGH RELOCATED SE TION " t �_ \� , ` � CANOPY, ISLANDS . � ` \ I REMOVE I AD I T r � , AND MAT o f EXE4,TING P'� TANKS STOCKADE FENCE 3 " INST LL 2 - 10,006 GALLON�i } DOI� E ALL FIBERGLASS TANKS t j - tt t d `- y t r No. Date Description '1 r PROPOSED Mb 1TIPLE ReVIS1011�� PUMA'� DISPENS RS T � p 4 Q. �� .D \J I (. ' ) 4 ❑I\ r Q HEAVY DUTY n_,. REMOVE BIT. . Q D4. !.� p \ a . ONC. BERM edB I _ 1 S .r'1\ ` ❑ BITUMINOUS \ 4 D �4 D - S.- 1\ p >- O �rI � � \ Drawn By .Designed By Checked By Approv y CL PAVE T GUH C C)H i \ NEW X" , ng�._ _,; , p •�-'��� `� D D Z ! r cA -----_ 0 LANDSCAPED u 4 D D ` 4 I. Q. p . 4 O AREA 4 \`.. 4p _ 4 fit, D N \ LIGHT \ " I , y al �� 1; P ;: _ _\ .\=\ ,: SEE NOTE \ c n \ \ , ` _TE _CA �.PAD REL SIGN ..}r C_) \\� END WObD PROPOSED STATE HIGHWAY WIDENING RAIL FENCE " PROPOSED TEMPORARY ,I'' d""�� " �4"r RIZZO ' A S S O C I ATE S r CONSTRUCTION EASEMENT ' C,. r 1VW s " q� -_---w � A TETRA TECH COMPANY NEW SIDEWALK AND RAMP e ., - --�= -..,.,. _..__ _._ _.V.__ __,- ^ z .. NEW R8cR LIGHT EWA(K (BY OTHERS) APED ; —�,_ . __w__—.....__.._:.._� �.� _� _ _... �w `•--_ LANDSC POne n Street AREA jf 9 .�_I��� '. %`' .1 I \ _�.`�I , �, .t Frami am, MA 01701-9005 ' 1 a,4 A 1\ l os.so3.2o00 ptt ,�'"l / �t C f, , f ` 3�R RELOATE ' V� www.rizzo.com 7 " F ? „ �t !� REMOVE BIT. ; � � � C.1F11 _ _: [ w U TI LIw- 1-1 1 1 F CONC. BERM .,� I RAMPS SIDEWALK R-� _. _. PRE S. �-�[I a0 OLEO �' _ - __, 01 _ i ��--_,_-___._,,.___. '^!., roles P t TitlFD SIDEWALK 11 r of t NEW _ .r\I..� Hyannis, MA NOTES: SIDEWALK ��. 1. FOR LEGEND SEE SHEET C-S. � `�� ����� ����� �� 2. DIMENSIONS ARE FROM FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED. Sheet Title 3, FOR FLOOR PLAN SEE SHEET A-1. 4. FOR BUILDING ELEVATIONS SEE SHEET A-2. Layout and 5. FOR DIMENSIONS SETBACKS (**) SEE COVER SHEET. Materials 6. FIRE SUPPRESSION SYSTEM WILL BE "PYROCHEM" ATTENDANT 11 Plan (ATD35 BC) ISLAND SERVICE APRON SHALL BE CONSTRUCTED WITH POSITIVE LIMITING BARRIER. 7. BOTTOM OF CANOPY CEILING = 14 -6 . �� GRAPHIC SCALE TOP OF CANOPY = 17'-6". Scale: 10 20 0 10 20 ao so Sheet No. Job No.: 9760 ME= MR I � File Name: CPB01.dw9 � IN FEET ) Date: 4/$/05 C�2 1 inch = 20 ft. ' 747-07" i"" �i',�nti,y lw,�i,--,�,�,,--,$"�x"..-f,p",��-� -�7,,---�.,,,- 11,11,1-1�'-,,�-,,",�,,,,,r�,��,w,� � '�Il�,,ljl-�'-,'�,,l'PM,,,�� ��ilill,l!llllll�l�i,ii�...I.... - . � , , O"... �- , � , Rf4 06 ---11--.------l-""�... 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A F_,NS UR E P CMEW 'OF A NC EXPOSED: A00V T A 1 U Q, BOIS AN;'USED T -00P Top TS ,A-N It:RE t POM TO X10STM MG,'m WK 9 ,w EN At Al W�N 'OOTIN ttM- E 4T OF MSTAL�, I HAI �T' TIOND 1 r 8 WHITE PINE THE%PFORAkNS WCEOPRE AWUCOR / PURPOSE OF OBTMNIHG STATE AND LOCAL APPROVALS AND ARE NOT 4 SERVIGEBERRY 27 NANNYBERRY INTENDED TO SE USED A$CarsmucndN I WHITE PINE DOCUMEN S. I N/F 1 CT AID 5 MACOONALO FAMILY TRU5T ASSESSORS MAF 326. f'ARCEL 14-1 5 WHITE PINE I50 MEIDILAND ROSE (ICE) I— 5 TEA GRABAPPL !� A 60 SWEETFERN 7-7 1 I PROPOSED STATE 1 HIGHWAY WIDENING 28 INKBERRY I 40 SWEETFERN N/F KOKJPELA W�� I SERVIGEBERRY 1 o I I I , + 40 MEIDILAND ROSE (ICE) O MEI ILAN ROSE (IGE) 2 Y L,OWWOOD T 1 2 EA CRABAPPLE U 1 t %o. Op NO .nro• 0 ". . ( I YELLOWWOOD r►., ��Y°,,,,,,,,, 150 GRO-LOW %, Revisions• SUMAC d..o 4 o..w.a N d.a.4 a AFF,w.e er O d T g5 pp�ry,pq, � � TEI TC CIA _ l SHRUBBY ST. JOHNS RT a ® ° ° ° GRANBERRYBU,S TREE: ° 500ES(F 1(E I D I LAND ° 50 MEIDILAND ROSE (FIRE) ROS IRE)° _t' c? PROPOSED STATE \ _ ` HIGHWAY WIDENING / I TEA GR\ABAPPLE o _ �. RIZZO ASSOCIATES N/F RA TECH A TETRA CH COMPANY US AS PAFCEL 508,903 0 of ro+sons M Grant 6°eel � SESSORS M FMmm,tum MA - SOe.903.2000 o o o R — _ — — — —— w°M�t rD. PLANT LIST - sa.�e' _ __ - - o -- Christy's p, OUANT. SYMBOL BOTANICAL NAME COMMOMNAME SIZE/FORM SPACING NOTES 40 MEIDILAND ROSE (IGE) of a SMALL SHRUBS/GROUNDCOVER -20 BUSH CINQUEFOIL Hyannis,MA O too Cp Comptonia peo gnoa SweetlBm k4 Pots 2'O.C. - NOTES. 60 Hp Hypeocum proldicum Shrubby St.John—orl k4 Pots 4 O.C. - 1. FOR LEGEND SEE SHEET C-5. U ISO Pf Poteolila kubcosa'Abbodswood' Bush CinqueW k4 Pats W O.C. - a 550 Ra Rhus aromatlea'Gro-LoW Gi-Low Fragrant Sumac 44 Pots 2'O.C. 2.PROPOSED PLANT SPECIES SUBSTITUTIONS SHALL BE SUBMIrTEO TO THE LANDSCAPE ARCHITECT AND SUBJECT TO sh—TA,e 0 140 Rml Rosameidiland'Fke' Meidianci Rose(Flre) 02Pots 2'O.C. - HIS/HER APPROVAL LANDSCAPING n 36 Rmi Rosameidiland'Ice' Meidiland Rose(Ice) k2Pob 21O.C. - 3.PRIOR TO.DURING AND FOLLOWING PLANTING, ALL PARTS OF ALL PLANT MATERIAL SHALL BE MAINTAINED IN A PLAN j LARGE SHRUBS THOROUGHLY MOISTENED CONDITION, INCLUDING TREES ROOT3ALLS. p 28 Ig Llex glaba Inkbeny 97 Pots,3-4'hL 5'O.C. - a 30 VI Viburnum lenlago Nannybeny k7 Pots,3.4'ht 5'O.C, 4 DURING AND FOLLOWING PLANTING ACTIVITIES, PLANTING SECS SHALL BE MANTAINED IN A THOROUGHLY MOISTENED CONDITION TO A MINIMUM DEPTH OF FOUR(4-)INCHES(BELOW MULCH LAYER). 0 45 Vtc Viburnum bilobum-Compactum- Dwarf Cranberrybush k4 Pots.2-3'ht 4'O.C. - GRAPHIC SCALE ORNAMENTAUUNDERSTORY TREES 5,IMMEDIATELY FOLLOWING PLANTING ACTIVITIES, PLANTING BEGS SHALL BE COVERED WITH SHREDDED PINE BARK 10 0 5 10 20 40 j 5 M Amelanchier arborea Downy Serwceberry 5'-6'BAB As Shown Mulb-Stemmed MULCH TO A MINIMUM DEPTH A THREE(3•)INCHES. 5 Mh Malus huehensis Tea Crabapple 1.5.2•Cal.B&B As Shown - 41 LARGE TREES 6.MULCH SHALL BE RAKED OR FEATHERED AWAY FROM TREE TRUNKS AND SHPUB STEMS SUCH THAT M(it CH IG NAT 1 Ck Cladastrus kenluckea Yello-- i.� r•�I vAv .-�. 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