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0100 MERCHANTS WAY
Ci> Tv 4+ em s C7wk C lax . P � n i 1 F I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `t Ma Parcel 0®Z —.60 `NO i 3 p �, Application # Health Division \ � ( Date Issued ✓Conservation Division ����„ .. '��Aplication F' #/Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board tv AD; 0 Historic - OKH _ Preservation/ Hyannis "Project Street Address . Village .4R�P�'Ti�i� Owner ��Address /Z 4? j1/R P"r / r -✓mot S Telephone Permit Request Si 01 L-J -'C /> 1A/4)a.. 4iV� /Z e-C-4 9e,<_10I CX-5- Square feet: 1 st floor: existing ® proposed Do0 2nd floor: existing 0 proposed 3��'a�Total new `0 Ocv Zoning District Flood Plain Groundwater Overlay Project Valuation- 11L Construction Type Lot Size qp Z ACAS 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: ❑'Gas ❑Oil ❑ Electric ❑ Other / Central Air: 2 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes M 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 fR Appeal # - - �Recorded� Commercial M Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION BUILDER OR HOMEOWNER) Y �� Sl6AI COAlr;VC�71Aa//v Name �'�`�° �a/ AAld ✓.S X)/ Telephone Number —760' 2- Address �S�y Trl1�1VIP11F(F O` A License 737®� C1- W`6 'Aj a Home Improvement Contractor# Email 14/�Y ()eg( -A/ Worker's Compensation #1-krf OVA0 0OZ�ZO/�� ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU rDATE.- ��- � Zi2-617 c� FOR OFFICIAL USE ONLY . APPLICATION # DATE ISSUED i MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z Parcel 002 " Q `Z Q Application ov 'e, Health Division Date Issued U �{/f Conservation Division' � Application Feed *oPlanning Dept. Permit Fee , . ; Date Definitive Plan Approved by Planning Boardr � � �H�s o is` OKH "" ` 1 Pr"eseNion/'HAi annis'' ' d Project,StTbet Address .E!C .�f 1` �✓ -. '17'•�`/ r +per r r Village %Si4iC'iiQ�S OMA ' Owner A lqk //C S 4fy'C 4AKC'd4Address /Z 4' AIR AP47 /� �14 ✓"'�� -S Telephone fr - Permit Requ t'/10 ?Ul�� GcJ .>f �iF -' ��t C,�� L0 Square feet``1°st floor: existing C� `proposed �' Dt92nd floor:_existing C? - proposed04a0/Total new /o .ovo :} Zoni g D'i"strict Flood Plain ` ` Groundwater Overlay` I Lif i' ` -Pr10 oject Valuation �• �L� "J Construction T e Lot Size qt Z ACAS Grandfattthered: ❑Yes ❑ No If yes, attach suppor-ting-documentation. Dwelling Type: Single Family 0 Two�Family 0 Multi-Family(# units) �Age of Existing Structure " f ��Histo'ric'House: ❑ ❑ ❑Yes No On Old King's Highway: Yes'- 0 No / �p {� yRf .r ..'�, tlD f• ad' A� .n An {� i..!y,.' w f' rF + f rT` '' `� ` a Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Others . Basement.Finished Area(sq ft.) r Basement Unfinished Area (sq.ft) u� Number of Baths: Full: existing new "" Half: existing new. ` Number of Bedrooms: exists g_new Tgtal`Room Count (not including baths):,existing �--� ,� new - First Floor Room Count Heat Type and`FJII/,y�*f�! Gas , 3 Oil "'+,Q EIeq!ric-_/LJ,Other s�� �.* 1, ., f >;- ,Central Air: ®Yes 0.No .Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached1garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: U existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization /Appeal # - Recorded El Commercial ®Yes_-�❑.No�' --14yes,F`sio pla"n review# f Current Use - Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 760 s'r Namex+�f� afORS '" °" `Telephone Number . �+ _w� ,,.•,,4 • Address S' (//�� K ? License# (?5 (/ © ' nj 042 0 9�' � Home Improvement,Contractor# l Email � �y sr / ', Workers Compensation#V /O,09 ra�io?.20r�1 'tt ALL.CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �,/.,�,v�r ! i' >- .� DATE - 2�2017 e VY. FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ;a• • The Cammanwealth of htassachusefts Department of Industrial Accidents • Of ice oflnvesdgadons 600 Waskington S&eet Boston,M4 02111 Workers' Compensation Insurance Affidavit: Builders/Contractors/Flectdcians/Plumbers Applicant Inform tfdn Please Print LegibIY Name(sasmcss<organizatinn/Indivi3naI�: �'� l��S/6� eGNS /�/c• • Address: 3<'`0 %?i'R,✓p t It c f/� �,� D Lf/'� City/Statdzip: A44 U ;-0-V Phone.#: 7 - 76 O 6 on Zr- Are you an employer?Checi the appropriate b x: Type project(required): 1.El am a employer with. 4 am a general contractof and I employees(fall and/or part�ime). * have hired the gab-contractors 5. New construction 2 ❑ I am a bole groptietar or partner- EStad on the atfacbed sheet.- 7. ❑Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' [No Workers'comp.•incrrranr-e rr - Comp.inctanre t 9. BuzZdmg addition MTfied.) 5..Q We and a carporation and its 10.0 Electrical repairs or additions 3.[1 i am a homeowner doing all work officers have exercised their I LEI Phiabing repairs or additions Myself[No workers comp. right of exempfion per MGL Roofr�pai inanranr_e req (Lj t c. 152, §1(4),and we have no empIoyees.[No workers'7 13.0 Other Cam,MMrranrr rC J . *Any applicant drat chocks bar#1 must also fill out the srstion blow showing their Workers'eampmsalion policy information. t Eomeowncs who avhffi this affidavit ffi&mfg$ey azo doing all Work and then hire outside contractnts must submit a new affidavit indicating such. - tcontmctors that cbeck this box must attarhcd an additional shed showing the name of the sub contrw rs and states wfic icr or not ibasc entities have empIay—. If the sub-=kactnn have empIoyces,they most pnM&thus workers'ermmp.policy mmnbcr. I am an mnpfvyer that ispravidng iporkers'compensation insurance for my employees Below is the policy and jab site information. /� In stuance Company Na:mt:: 0 . ^4(%y'4 4- !Aoo'5 Cam— Policy#or Self-ins-Lic.M. V WC O O 6 0"YO L 2 d 146 /9 Expiration Date: � 7 lob Site Address:_ AJ 4 114 ZACA W Ay-. City/Statc0p:_ Attach a copy of the workers'compensation policy declaration pap(showing the policy number and expiration date): Failure to sectac coverage as re gaimd under Section 25A ofMGL c. 152 can lead to the imposition of cdIniial penalties of a f=tip to S 1,500.00 and/or=-year' Monment;as well as civil penalties in the farm of a STOP WORK ORDER and a fine of rep to MUD' against the Be advised ti�at a copy:of this statement may be forwarded to the Office of of Iuvesti Ms o for a co- a vetificafirm. I do her�y p of p the inyor= on pravidsd above is and correct S . ' Phones# 7 76 C9 —0 Dy.57 F6.Oth only. Do not write in this area,to be completed by city or town ojlciaL n: PermitlLit ease# t - hority(circle one):— - - Health 2.Building Department 3.City/Town.Clerk 4.Electrical Inspectot�5.PIumb'I Inspectorson: Phone#• r •P �1HE�I * saxxsTns[.& , '� Town of Barnstable prF° A Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I� as Owner of the subject l property hereb authorize y A)®d S to act on my behalf, in all matters relative to work authorized by this building permit application for: c 0 C 1 4 es1-3- #,,k,4.✓V/ S (Address of Job) igna Owner - ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPFILES\FORMS\building permit formAEVRESS.doc 08/16/17 Massac�h.usefts Departm e►t of Public Safety Board of Building.Regulations and Standards. License: CS-073709 Construction Supervisor LAWRENCE M JANOVSKY 1V JULIAN ROAD WARWICK RI 02889, '} - Expirations 1 Commissioner . 11/01/201 Contruction Supervisor —=_ Restricted to: Unrestricted-Buildings of any use group which contain IesG than 35,000 cubic feet(991 cubic meters)of enclosed space. Faihire to possess a current edition of the Massachusetts Statz Building Code is cause for revocation of this license. DP Licensing information visit: WWW.MASS.GOV/DPS I . L f i,_ i Mass. Corporations, external master page Page 1 of 2 Corporations Division Business Entity Summary ID Number: 042739365 +Request certificate New search Summary for: CAPE COD AGGREGATES CORP. The exact name of the Domestic Profit Corporation: CAPE COD AGGREGATES CORP. Merged with CCAC HOLDINGS TRUST on 02-09-2010 Entity type: Domestic Profit Corporation Identification Number: 042739365 Old ID Number: 000174239 Date of Organization in Massachusetts: 09-22-1981 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: Address: 1550 PHINNEY'S LANE P.O. BOX 517 City or town, State, Zip code, BARNSTABLE, MA 02630-0517 USA Country: The name and address of the Registered Agent: Name: SAMUEL A. LORUSSO Address: 1550 PHINNEY'S LANE P.O. BOX 517 City or town, State, Zip code, BARNSTABLE, MA 02630-0517 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT LAURA L LORUSSO PETERSON 236 ACAPESKET ROAD EAST FALMOUTH, MA 02536 USA TREASURER PAUL C. LORUSSO 366 BLACKSMITH SHOP ROAD EAST FALMOUTH, MA 02536 USA SECRETARY LAURA L LORUSSO PETERSON 236 ACAPESKET ROAD EAST FALMOUTH, MA 02536 USA CEO LAURA L LORUSSO PETERSON 236 ACAPESKET ROAD EAST FALMOUTH, i MA 02536 USA VICE PRESIDENT PAUL C. LORUSSO 366 BLACKSMITH SHOP ROAD EAST FALMOUTH, MA 02536 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=042739365... 10/19/2017 Mass. Corporations, external master page Page 2 of 2 CHAIRMEN OF SAMUEL A LORUSSO 45 VINEYARD STREET EAST FALMOUTH, THE BOARD MA 02536 USA VICE PRESIDENT SAMUEL A LORUSSO JR P.O. BOX 327 NORTH FALMOUTH, MA 02556 USA DIRECTOR SAMUEL A LORUSSO JR P.O. BOX 327 NORTH FALMOUTH, MA 02556 USA DIRECTOR PAUL C. LORUSSO 366 BLACKSMITH SHOP ROAD EAST FALMOUTH, MA 02536 USA DIRECTOR LAURA L LORUSSO PETERSON 236 ACAPESKET ROAD EAST FALMOUTH, MA 02536 USA DIRECTOR ANTONIO J. LORUSSO 111 160 ELM STREET WALPOLE, MA 02081 USA DIRECTOR ___ ANTONIO J. LORUSSO JR. 1260 OLD NORTH STREET WALPOLE, MA 02081 USA Business entity stock is publicly traded: ❑ The total number of shares and the par value, if any, of each,class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No. of shares Total par No. of shares value CNP $ 0.00 12,500 $ 0.00 400 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing Note: Additional information that is not available on this system is located in the Card File. View filings for this business entity: ALL FILINGS Administrative Dissolution Annual Report . Application For Revival Articles of Amendment .. View VI ilingss Comments or notes associated with this business entity: t V New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=042739365... 10/19/2017 oDWF Cam9mmumg On& October 19,2017 Barnstable Building Department 200 Main Street Hyannis MA 02601 RE:Cape Cod Training Center; 130 Merchants Way Dear Sally: Please find the initial three Worker Comp Certificates attached;Pastore Excavation,Barnes Building and Management Group and Roof Maintenance&Systems,Inc. Be advised that I will forward all additional WC Certificates as the project progresses.If you need any further information please let me know. Thank you for your help in this matter. Si%arlesGiacc President �j PHONE FAX �.j� WEB ACCMEP CERTIFICATE OF LIABILITY INSURANCE DATE`M" ' 08110/17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND 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 f SURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER NaN1E: Connolly Insurance Agency,Inc AICNEFAX • SOS-238-8778 AIC No: 508-238-T281 AML 85 Main Street ADDRESS: North Easton,MA 02356 INSURE AFFORDING COVERAGE NAK:A INSURERA: The Travelers Commercial INSURED INSURERS: PMC Insurance Group Pastore Excavation Inc INSURER C: PO Box 1289 INSURER D: Forestdale,MA 026" INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OFANY 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. LTR TYPE OF INSURANCE p POLICY NUMBER M AND LIMITS X COMMERCIAL GENERAL LL421UTY EACH OCCURRENCE $ 1,000,0W CLAIMS-MADE �OCCUR PREMISES lEaoccvrnrice $ 300,000 MEDEXP OM we $ 5,000 A COSJ799869 OW05117 OW06118 PERSONAL SADVINJURY $ 1po,ow GENL AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY[]X JPERCOT- F-1'Loc PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: $ IINED AUTOMOBILE LIABILITY Ee SINGLE $ 1,000,000 ANY AUTO BODILY INJURY(Per person) S Arx OWNED X SCHEDULED BA5J770769 06/05/17 06/05/18 BODILY INJURY(Per emid" $ AUTOS ONLYMAUTOS ERTY DAMAGE HIRED AUTOS BEY PeraPcddem $ AUTOS ONLY S X UMBRELLA LIAS X OCCUR i EACHOCCURRENCE $ 3,000,000 q EXCESS LIAB CLAIMS MADE CU06JO76794 06105f17 06105118 AGGREGATE $ 3,000,000 DIED X RETENTION$ 10,000 $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY ANY PR()PRIETORRARTNERID(EC UIIYE YIN N E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMSER EXCLUDED? N r a WC 006303118 10112116 10/12117 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 iMMunder rION OF OPERATIONS below E.L.DISEASE-POOL CY LIMIT $ 600,000 DESCRIPTION OF OPERATIONS J LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space Is required) CERTIFICATE HOLIER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED'BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Compass Development,LLC ACCORDANCE WITH THE POLICY PROVISIONS. 354 Turnpike Street Suite 304.A AUTHORIZED REPRESENTATIVE Canton,MA 02021 Richard P.Connolly If 0 1 988-201 6ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD BARNE-1 OP ID:JC ""'ACORO- DATE(MMroDrmrY) CERTIFICATE OF LIABILITY INSURANCE 08130I2017 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 1S WAIVED,subject to i 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 endorsements. PRODUCER - CONTACT DeSanctis Insurance Agey,Inc. PHONE FAX -: .781-933-5645 100 Unicorn Park Drive f No 781-935-8480 _ _ _ -FAX N1....._ Woburn,MA 01801 E-MAIL -" ADDRESS: S _ INSURER(S)AFFORDING COVERAGE _ NAIL f! INSURER A:CNA Insurance Companies INSURED Barnes Buildings&Mgt Group, INSURER B:Hartford Underwriters Ins.Co. 30104 Inc. - I P.O.Box 89.0159 INSURER c Weymouth, MA 02189 INSURER 0: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TR TYPE OF INSURANCE A wvoUB POLICY NUMBER MMO/LIDpYIYYri MMLfD Y EXP LIMBS A (X COMMERCIAL GENERAL LIABILITY i 1 r— I EACH OCCURRENCE Is 1,000,000 CLAIMS-MADE !X ;OCCUR i 6042978903 09/06/2017;09/O6l2018!° cAEniYi o 7 J ; PREMISES(Ea oaurren L $ 100,00 --_.+ --..•-- ; ' MED�EJ(P(Any one person`) $. 15.00--_ j(� �• ---•— —. —._.—i I ERSONAL&ADV INJURY 1,,$ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: t f I POLICYX jE L�LOC '- ;GENERAL AGGREGATE I$ 2,000,00 f�.. ;PRODUCTS-COMPIOPAGG $ 2,000,00 1 ;OTHER: 1 ;--- ---i-$ IiTOMOBILE LIABILITY ; 1 COMBINED SINGLE LIMIT Eaaccident S 1';000,00 A :_ ANY AUTO I ':6042978870 109106/2017.09/06/2018 BODILY INJURY(Per person) $ 1 1 ALL OWNED i X!SCHEDULED I i i BODILY INJURY(Per accident} $ AUTOS A1170S t I (� AUTOSNON-O i l I 'PROPERTY DAMAGE $ 1_^ i HIRED AU N E(Per accident) X�UMBRELLA LIAR l X !OCCUR i EACH OCCURRENCE is 5,000,00 A I I EXCESS LAB CLAIMIS-MADE 1 I6042978898 ' 09/06/2017 10,110112016 AGGREGATE g — 5,000,00 DED X RETENTIONS 10,000 $- WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY YIN X STATUTE ERTM B ANY PROPRIETORIPARTNERIEXECUTIVE f MA-CERT TO BE SENT 09/06/2017 09/06/2018 £,L.EACH ACCIDENT_ s 1 O0O OFFICERIMEMBER EXCLUDED? INIA! I ,00 I(MyyandatorylnNH) ! DIRECTLY FROM CARRIER I :E.L.DISEASE-EA EMPLOYEE ? _ 1,000,00 iDESCRIPT[ON OF OPERATIONS below 1 l i - I E.L.DISEASE-POLICY LIMIT $ 1,000,00 I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) "Additional insureds limits are no So than,those required by written contract"RE:Canton Ice House,55 North Street Canton, MA. By Design Construction and Canton Ice House LLC are named as additional insured with respects to GL. 3 CERTIFICATE HOLDER CANCELLATION BYDES-4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE By Design Construction THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 354 Turnpike St.Suite 304A ACCORDANCE WITH THE POLICY PROVISIONS. Canton,MA 2021 AUTHORIZED REPRESENTATIVE I ©1988-2014 ACOR 0 ORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD -..................._...--......-..-....-.... ........ ...... �..�� ROOFMAI-01 ACURO° CERTIFICATE OF LIABILITY INSURANCE DATE(MMrooIYYYY)04/25/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. It 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 endorseme s. PRODUCER CONTACT Beth F McDonough,CIC The Corcoran&Havfln insurance Group PHONo.Em; 81 235.3100 280 1 W No:784 235.1622 287 Linden Street Wellesley,MA 02482 .BMcdonou chinsurance.com INSURE AFFORDING COVERAGE NAIL d INSURER A:Continental Casualty Company 20443 INSURED INSURER B:American Casually Co.of Reading PA 20427 Roof Maintenance&Systems,Inc. INSURER c:National Fire Insurance Co of Hartford 20478 P.O.BOX 638 INSURER D: Walpole,MA 02081 INSURER E INSURER F: COVERAGE CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 11000,000 CLAIMS-MADE Fx]OCCUR 4021113243 05/01/2017 05101/2018 DAMAGE70RENTED 500,000 MED EXP one rson 16,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY I7 j LOC PRODUCTS-COMP/OP AGG 2,000,000 OTHER: COMBINED SINGLE LIMIT 1,000,000 B AUTOMOBILE LU►81LITY X ANY AUTO 4021113260 05/0112017 05f0112018 BODILY INJURY PerPerson) X OWNED UTOS X AUTOS AUTOS ONLY BODILY INJURY Per accident p� WN�p pR X AUTOS ONLY X AUTOS ONLY P� cdd.nt?AMAGE i A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S S,000,OOO EXCESS LIAR CLAIMS-MADE 4021113274 05/01/2017 0SM1/2018 AGGREGATE 5,000,000 DED I X I RETENTION$ 10,000 OTH- i C WORKERS COMPENSATION X I PEA ER R X ANDEMPLOYERS'LIABILITY YIN. 21113257 05/011201T 05/01/2018 11000,000 j ANY PROPRIETgOgRRIPARTNERIEXECUTIVE E.L.EACH ACCIDENT Wnlde= En NH)EXCLUDED? N/A 1,000,000 E.L.DISEASE-EA EMPLOYE If desaiDe under 1,000,000 I D S IPTION OF OPERATIO t-low E.L.DISEASE•POLICY LIMIT i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attacl irlF„rore spa reeµdled}a•'- ;-- '"' __..__._....__...___..._________.__ ____. APR 2 8 2011 ; i I _ CERTIFICATE HPLDER CANCELLATI N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE B Design Construction THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 354 Turnpike St,Suite ACCORDANCE WITH THE POLICY PROVISIONS. i Canton,MA 02021 j AUTHORIZED REPRESENTATIVE ACORD 25(2016103) 01988.2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r October 10,2017 Barnstable Building Department 200 Main Street Hyannis MA 02601 RE:Cape Cod Training Center; 130 Merchants Way Dear Sally: Please be advised that Larry Janovsky is an employee of By Design Construction,Inc.and is authorized to act on our behalf with regards to this project. Thank you for your help in this matter Sin re Charles Giacchetto President I PHONE FAX WEB ACOR ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 08/17/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Brenda Hove FAIR&YEAGER INSURANCE AGENCY INC 508 653-3131 a PHONE No): E-MAIL ADDRESS: bhovey@fyins.com 10 MAIN ST INSURERS AFFORDING COVERAGE NAIC C NATICK MA 01760 INSURER A: AIM MUTUAL INS CO 33758 INSURED INSURER B CHARLES JAMES ASSOCIATES INC INSURERC: BY DESIGN CONSTRUCTION INC INSURERD: 354 TURNPIKE STREET SUITE 304A INSURER E: CANTON MA 02021 INSURERF: COVERAGES CERTIFICATE NUMBER: 184160 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER M/D M/D LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGETORENTED PREMISES Ea occurrence $ MED DP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JR LOC PRODUCTS-COMP/OP AGG $ POLICY❑ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA"AB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION �( UTE OE�TH- AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE EL.EACH ACCIDENT $ SOO,000 IF— A OFFICER/MEMBEREXCLUDED? WA WA WA VWC10060064022016A 12/13/2016 12/13/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Total Athletics of Cape Cod LLC Cape Cod Trainning Center LLC ACCORDANCE WITH THE POLICY PROVISIONS. 129 Airport Road AUTHORIZED REPRESENTATIVE Hyannis MA 02601 �� C_%_ Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD h L Bk 30747 P s 199 445250 09-06--2017 Q 1 o x 53M 3225 MAIN STREET • P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 • Fax (508) 362-3136 www.capecodcommission.org COMMISSION DECISION OF THE CAPE COD COMMISSION Date: August 3, 2017 Project Applicant: Total Athletics of Cape Cod,Inc./CCTC, LLC c/o Eliza Cox,Esq. Nutter McClennen&Fish LLP 1471 Iyannough Rd,P.O. Box 1630 Hyannis,MA o26oi Property Owner: Cape Cod Aggregates Corp. Re: Development of Regional Impact(DRI)/Hardship Exemption Project: Cape Cod Training Center (Commission File No. 17015) Project Site/ Property Location: 90,110&130 Merchants Way&,20 Business Lane,Hyannis,MA Title Reference: BCRD Book 6656 Page 147 Assessors ID: Map 296 Block 2 Parcels 1,2,3,4 SUMMARY The Cape Cod Commission("Commission") hereby approves the Development of Regional Impact(DRI)/Hardship Exemption application by Total Athletics of Cape Cod,.Inc./CCTC,LLC for proposed construction of an approximately 91,885 square foot.two-story athletic field house containing an indoor ice rink;indoor turf field; indoor swimming pool;locker rooms;batting cages;fitness,training and rehab areas;food and concessions; community meeting space; sports-related museum; accessory retail pro shop; office; and child care areas,together with ancillary site improvements including an outdoor sports field on the approximately 8.29 acre, industrially-zoned,currently undeveloped Project Site. This decision is rendered pursuant to a vote of the Cape Cod Commission at its hearing on the Project held August 3, 2017. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 1 Bk 30747 Pg200 #45250 FINDINGS The Commission hereby finds and determines as follows: GENERAL FINDINGS GF1.The Applicant proposes to construct an athletic training and recreational sports complex consisting of: • an approximately 91,885 square foot two-story athletic fieldhouse containing an indoor ice rink;indoor turf field;indoor swimming pool;locker rooms;batting cages;fitness, training and rehab areas;food and concessions; community meeting space;sports- related museum;accessory retail pro shop; office;and child care areas; and • ancillary site improvements including an approximate 198'x 36o'outdoor playing field with artificial turf("Project"). GF2.The project site is approximately 8.29 acres of industrially-zoned,currently undeveloped land on Merchants Way and Business Lane in the Independence Park area of Hyannis,made up of four adjoining subdivision lots proposed to be combined into and used as a single development lot("Project Site"or"Site"). GF3.The Applicant has a lease with the Property Owner for the Project Site,with a Notice of Lease dated May 19, 2017,which allows the Applicant to permit,develop,maintain,operate and use the Project. GF4.The Project requires Development of Regional Impact(DRI)review and approval pursuant to Section 3(e)of the Commission's Enabling Regulations Governing Review of Developments of Regional Impact("Enabling Regulations")because the Project proposes both net new commercial building development with a Gross Floor Area of 1o,000 sq. ft. or more,and an Outdoor Use with a Total Project Area of 40,000 sq.ft.or more. GF5.The Applicant submitted a DRI and Hardship Exemption application to the Commission for the Project on May 19, 2017,and submitted supplemental application information throughout May,June and July 2017. The applicant seeks Hardship Exemption relief from compliance with various Minimum Performance Standards under the areas of Open Space and Recreation,Transportation(Congestion Management),Affordable Housing,and Community Character in the Regional Policy Plan.The Town of Barnstable,through its Building Commissioner,referred the Project to the Commission as a mandatory DRI by written referral. dated July 1o, 2017. The Project is reviewed subject to the 20o9 RPP,revised August 2012. The Commission held a public hearing on the Project August 3, 2017. . GF6. The DRI/Hardship Exemption application consists of the following materials,according to which the Applicant proposes to develop,operate,use and maintain the Project: SEE.EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN. Cape.Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 2 Bk 30747 Pg201 #45250 GF7. Upon request by an applicant,Section g of the Enabling Regulations authorizes the Commission to grant Hardship Exemption relief to the applicant from a Project's compliance with Minimum.Performance Standards in the Regional Policy Plan where: i)the relief granted relates directly to,and is the minimum relief necessary to address,the identified hardship; and 2)the relief does not nullify or substantially derogate from the intent and purposes of the Cape Cod Commission Act,and will not result in substantial detriment to the public good. GF8. The Commission grants the Applicant's request for Hardship Exemption relief from those Regional Policy Plan(RPP)Minimum Performance Standards,discussed in more detail in the RPP Consistency Findings section of this decision. The relief granted relates directly to,and is the minimum relief necessary to address,the identified hardship; does not nullify or substantially derogate from the intent and purposes of the Cape Cod Commission Act; and will not result in substantial detriment to the public good. GF8A.There is a public need and benefit to developing a sports and recreation center for the region,.a first of its kind for Cape Cod, and on balance,the Project Site is an appropriate location for the use. The Site has good access to the regional transportation network and other existing infrastructure,but is located far enough from regional roadways so that its functional building and site design will not affect visual character along.re.gional roadways. The Site is centrally-located in the region,and Hyannis serves as the principal commercial hub for the region. There are few mapped resource areas on the Site.The Site is designated for industrial and other uses,such as the large-scale use proposed,that would be inappropriate or less appropriate for location within village centers,down-town areas or mixed-use commercial centers. At the same time,the Project is located in vicinity to other uses and businesses in the Hyannis area that could benefit from and support the Project. GF8B.The Project is proposed as quasi-public,a private-public partnership and akin to "capital facilities,"defined in the Commission Act as public facilities,services or infrastructure necessary to support other development,with examples cited including schools,roads and sewers that are normally constructed and provided by municipalities. GF8C.In its application,the Applicant has evidenced the benefit and need for the Project .by a wide and varied collection of non-profit entities and public schools across Cape Cod, for which private action and investment is required in the absence of municipal construction and operation of such a Project. GF8D.The Applicant submitted a.study commissioned by the Cape Cod Chamber of Commerce regarding the benefits of,and impediments to,developing such a Project in the region. The Cape Cod Chamber of Commerce also submitted correspondence expressing its strong support for the Project,citing the study in the letter. The Chamber's letter and study suggests that the Project would be an economic development driver for the region,having positive effects on lodging,restaurant,retail and other industries. The Project would not only serve Cape Cod youth and their families,but support youth and families in the Cape Cod's vital visitor based economy. The Project serves the demands of a burgeoning youth sports industry that is growing locally and Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 'Page 3 Bk 30747 Pg202 #45250 nationally,adding variety to regional economy with opportunities to brings in new regional wealth and capital for Cape Cod businesses. GF8E.The above-referenced Cape Cod Chamber of Commerce sports facilities study cites the need and benefits associated with developing such a facility for Cape Cod,and also notes some of the impediments.to development of such a facility,including anticipated high project costs and availability of land appropriate for siting such a Project. The study suggests that municipalities typically develop such facilities,similar to the Town of Barnstable's development of the Hyannis Youth and Community Center (HYCC). The argument follows that,in the absence of municipal development of such a Project,accommodation and incentive is necessary.to encourage private development to commit to such a singular Project,given the time,effort,cost,and uncertainties associated with permitting,constructing and operating such a facility. GF8F.The Applicant faces several substantial hardships,financial and otherwise,in permitting,constructing and operating the Project,including those related to literal enforcement and application of certain Minimum Performance Standards(MPSs)in the RPP. Based on review of the financing pro forma the Applicant submitted,the Project is not uneconomic,and there is a reasonable return on investment anticipated. However, requiring significant up-front mitigation costs could frustrate or discourage development of the Project,and reduce the capital and revenues necessary to develop and operate the Project,especially given its business model where sufficient initial operating capital is critical to its potential for long-term success. Additionally,there are several operational- and design-related MPSs,the enforcement and application of which would interfere with the.function,utility,nature and purpose of the Project as a sports and recreation facility. GFg.The Project's proposed constituent uses are currently allowed in the town's Industrial zoning district in which the Project is located. In response to and in anticipation of the Project, the Town is currently pursuing a zoning amendment that would change required setback,height and lot coverage requirements in the subject district and Groundwater Protection Overlay districts. The zoning amendment would allow the Project to be permitted`by right' dimensionally under zoning,subject to administrative Site Plan Review. The zoning amendment would also create a new,specifically defined use"sports and recreation facility,' which would be allowed'by right'in the district. The Town's Planning Board voted to recommend adoption of the amendment in July 2017. The Town Council is anticipated to take up the proposed amendment at its August 17,2017 meeting. Subject to adoption of the zoning amendment,or the Applicant otherwise obtaining zoning relief,and obtaining all required local permits,licenses and approvals for the Project,the Project is consistent with Barnstable municipal development ordinances. GFIo.The Project is consistent with the Town of Barnstable's Local Comprehensive Plan. In its Local Comprehensive Plan(LCP),the Town of Barnstable directs new commercial and industrial development to be located appropriately. The Project is located in an Industrial zoning district also designated by the Town and Commission as an Industrial Service and Trade.Area,off of congested highway corridors.As previously referenced herein,the Town is considering a zoning amendment to encourage the development of sports and recreational facilities in the project area. Because of its size and nature,it would not be appropriate to locate the Project in a village Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 4 Bk 30747 Pg203 #45250 center or downtown area.Youth recreation needs is cited as a Health and Human Services . priority in the Plan,noting the growth of this segment of the population. An overarching Plan goal is to encourage private development that supports appropriate economic development. The support of recreational activities and facilities and the visitor based economy are cited as goals and actions in the Economic Development section of the LCP. GFxi. The Project is consistent with District of Critical Planning Concern(DCPC)implementing regulations applicable to the Project Site and the Project's constituent activities. Applicable DCPC implementing regulations are those adopted by the Town of Barnstable pursuant to the Cape-wide Fertilizer Management DCPC,which implanting regulations are in the form of a Fertilizer Nitrogen and Phosphorus Control Ordinance. This Ordinance regulates turf fertilizer applications within the Town. Most of the turf associated with the Project is artificial turf that does not require fertilization; for natural turf and other plantings,the Applicant has submitted a landscape maintenance protocol,which contains specific turf maintenance provisions that are consistent with Barnstable's Fertilizer Nitrogen and Phosphorus Control Ordinance. The Project is subject to local regulation through the Town's application of such Ordinance. GF12.The Project furthers and is consistent with fundamental purposes of the Cape Cod Commission Act,articulated in Section i of the Act,related to provision of adequate capital facilities,balanced economic growth and preservation of recreational values. GF13.The probable benefit of the Project is greater than the probable detriment of the Project. Probable Project benefits include: A. The Project furthers fundamental economic development,capital facilities,and recreational values and purposes of the Commission Act; B. The Project is locally owned,and has used or will use a significant number of local contractors and service providers in its permitting and development; C. The Project adds economic variety to the region,addresses regional needs and demands, and is intended to serve both the local population and visitors; D. One of the Applicant's goals of the Project is the support of local non-profit sports groups and public schools,ranging from opportunities for needed field and facility use,to the housing of the proposed Cape Cod Baseball League and its Hall of Fame Museum. E. Through the Cape Cod Foundation,the Applicant has established a scholarship fund for local student athletes. F. The Project is likely to have positive economic effects on local and regional accommodations,restaurant and similar and companion industries. G. The Project supplements and enhances municipal interests and alliances,such as the Project's relationship with the Hyannis Youth and Community Center. H. The Project will reduce travel distances for hundreds of Cape Cod young athletes and families who are forced to travel long distances(including off-Cape)several times a week for access to similar facilities. 1. The Project furthers the public health values and purposes of the Act by providing recreational and athletic opportunities to the community and,in particular to the youth population. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 5 Bk 30747 Pg204 #45250 J. The Project proposes innovative educational programs,including a"Coaches Symposium"to assist,mentor,and advance the professional training of coaches, including how to navigate collegiate and professional recruiting,as well as STEM classes and programs. Probable Project detriments include: A. The Project requires clearing and disturbance of a naturally vegetated Site,a portion of which is mapped as a Zone II for its contribution to public drinking water supplies. GF14.Subject to the Hardship Exemption relief granted herein and discussed more specifically in the following RPP Consistency Findings,and subject to satisfaction of the Conditions contained herein,the Project is consistent with the applicable and material Goals and Minimum Performance Standards of the Regional Policy Plan: RPP CONSISTENCY FINDINGS Land Use LUF1.The Project meets applicable MPSs in the Land Use issue area because it involves a use and development scheme appropriately located within an Industrial Service and Trade Area (ISTA),and is so located within an ISTA on the Land Use Vision Map approved by the Town and the Commission. The Thornton Drive area surrounding the Site is heavily developed with industrial and commercial development,and utility corridors. Economic Development EDF1.The Project meets applicable MPSs in the Economic Development issue area because it involves a use and development scheme appropriately located within an Industrial Service and Trade Area(ISTA),and is so located within an ISTA on the Land Use Vision Map approved by the Town and the Commission. Natural Resources NRF1. As the Project involves a significant amount of site clearing and disturbance,and the Project Site is currently undeveloped,the Applicant was required to have a Natural Resources Inventory(NRI)of the Site prepared. The Applicant submitted an NRI that complies with RPP requirements. The NRI does not reveal the presence of specimen trees,invasive species, wetlands,vernal pools,mapped Priority Habitat for Rare or Endangered Species or such species themselves,or other unique natural resource conditions on the Project Site. Thus,the Project will not have any significant impact with respect to these resources,and is consistent with the RPPs Wetlands/Wildlife and Plant Habitat issue area. NRF2. Approximately x:1 acres along the southern boundary of the Project Site is a Significant Natural Resource Area(SNRA)under the RPP because it is mapped as a Zone II for public Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 6 Bk 30747 Pg205 #45250 drinking water supply purposes.The remaining balance of the Project Site(approximately 7.19 acres)is not mapped as a Significant Natural Resources Area under the RPP. NRF3.The RPP requires that new development permanently restrict land to mitigate such development. Such`Open Space'land is to be restricted and held for conservation purposes, and provided in a 2:1 proportion of upland Open Space to site development area for sites or portions of sites located in SNRA,and in a proportion of 1:1 for sites or site areas not located in SNRA. So calculated,the Applicant would be required to permanently restrict approximately 9 acres of land as Open Space mitigation for the Project. NRF4. The Commission grants the Applicant's request for Hardship Exemption relief from the RPPs Open Space mitigation requirement: NRF4A. Given the size of the Project and land area necessary to undertake it,the Applicant's use of the Project Site is efficient. The proposed field-house is multi-level, and the Project allows many different sports or training activities to be undertaken on the same site,even simultaneously. Because of the Applicant's need to use the entirety of the Site for the Project,there is no area on the Site available for restriction. Every portion of the Project Site is at a premium;there is also little available land in the region where the Project would both be compatible and appropriate with surrounding land uses and development,and satisfy the programmatic needs and design of the Project. NRF4B.The RPP allows,in the discretion of the Commission,payments in lieu or restriction of off-site land as an alternative to on-site Open Space restriction mitigation requirements. The acquisition or payment of such land in the Town of Barnstable is likely between$xM and$2M. According to the Applicant,and based on a review of the Applicant's pro forma,it is unlikely the Project could bear such costs, and such costs would likely prohibit financing for the Project,even with the pro forma evidencing a reasonable return on investment within a five year period. NRF4C.The area around the Project Site is heavily developed with commercial and industrial uses, and any Site Open Space would not tie into a contiguous corridor of existing restricted open space off-site. NRF4D.The Site is specially designated by the Town and the Commission as an Industrial Service and Trade Area(ISTA)on the Regional Land Use Vision Map. There is limited availability of industrially zoned land across the region,and especially industrial land with an ISTA designation. These specially and infrequently designated areas are primarily intended to be developed(not restricted for conservation purposes), and developed with uses such as the one proposed. NRF4E.There is only one resource type on-site mapped by the Commission(Zone II), and the resource only affects a portion of the Site. The Project is designed to protect the underlying resource in several ways:the Project will connect to and be served municipal sewer; Site stormwater management is of a Low Impact Design type that treats and filters run-off;more environmentally friendly materials and practices will be used to Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 7 Bk 30747 Pg206 #45250 maintain the indoor pool and ice rink,and the Site building is located outside the portion of the Site mapped as a Zone II. NRF4F. The`Open Space'issue area of the RPP is more properly titled`Open Space and Recreation.' Though the issue area does not have any MPSs that deal specifically with recreation,the Goals of the issue area reflect the Commission Act and encourage active recreational opportunities. The Project furthers recreational interests,opportunities, goals and values referenced in the Commission Act and RPP. Water Resources WRF1.The Site lies wholly within the Millway subembayment watershed,which is within the larger Barnstable Harbor embayment watershed.Though it is anticipated that a critical nitrogen loading threshold will be established for the watershed through the Massachusetts Estuaries Project(MEP),where there is a draft technical report currently underway, no nitrogen total maximum daily load or critical nitrogen loading threshold has been established for the watershed,and there are currently no documented nutrient water quality issues in the watershed according to the Barnstable Harbor watershed report,dated September 2o16, included in the Area-wide,Section 208 Water Quality Plan Update. WRF2.The Applicant submitted nitrogen loading calculations for the project,performed in accordance with the Commission's Nitrogen Loading Technical Bulletin. The Project has a site- wide nitrogen load of 2ppm,meeting the sitewide nitrogen loading standard of 5ppm under MPS WRi.1 for General Aquifer Protection and MPS WR2.1 for Drinking Water Quality, applicable to Wellhead Protection Areas. WRF2A.The Project will be connected to and served by municipal sewer. WRF3.A mapped Zone H drinking water supply area covers—i.x acres of the southeastern . corner of the Project Site,which is also a resource area identified on the Cape Cod Commission's Water Classification Map i,incorporated into the RPP. The Project Site also contains—.25 acres mapped as a Groundwater Protection(GP)Overlay District and~3.41 acres mapped as a Wellhead Protection(WP) Overlay District(which overlaps in part with the Zone II),designated under local zoning as areas contributing to Barnstable's public drinking water wells. WRF4.No Hazardous Materials or Waste are proposed to be stored or generated on site within mapped Wellhead Protection Areas above Household Quantities, as these terms are defined in the RPP,consistent with MPS WR2.2. Additionally,the fieldhouse(containing among other things,the swimming pool and ice rink)is located outside the areas of the Site mapped as a Zone II. Approximately half of the field house and associated pavement lie within the GP zoning overlay district. WRF4A.The"HazMat Waste Narrative"included in the DRI application identifies the specific waste streams anticipated to be generated on site.In addition to normal business and restaurant wastes to be generated,cleaning materials will be present in minor quantities and cooking oils will be recycled by licensed contractors. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 8 Bk 30747 Pg207 #45250 WRF4B.The ice rink facility will utilize commercial grade chillers using Freon gas (rather than ammonia)and an ethylene glycol water solution for ice production.The rink ice is held in an indoor ice pit that contains a melting piping loop.The water is then discharged to the ground through a leaching pit type infiltrator. These practices should lower the risk of potential threat to groundwater relative to other commercially available alternatives. WRF4C.In regards to swimming pool operation,the Applicant proposes to use a salt generator for the swimming pool treatment system,removing the need to provide chlorine chemicals.Though chlorine is a byproduct of the salt system,the chlorine levels are much lower than with a chlorine system.The pool backwash waste water is proposed to be held in a holding tank for approximately two weeks until the tested PH level is between 6.5 and 8.5,and is then proposed to be discharged to the ground through a leaching pit type infiltrator. Typical pH for ground water on Cape Cod is approximately 6 per USGS Water Resources Investigation 79-65.The proposal to infiltrate wastewater associated with the pool and ice rink maintenance on site will be reviewed for water quality protection in accordance w/Condition C2o herein.These practices should lower the risk of potential threat to groundwater relative to other commercially available alternatives. WRF4D.The outdoor sports field is located within Zone II Wellhead Protection Areas, mapped in the RPP,on the Site. However,the sports field is artificial and uses"Astro Turf'which does not require fertilization,eliminating the potential to leach nutrients to the Zone H area. WRF5.The Site's proposed stormwater management system will manage and infiltrate stormwater on Site,and is generally designed according to the requirements in the RPP. The Site system exceeds TSS removal requirements,consistent with MPS WR7.2.Additionally,there will be no new direct discharges,consistent with MPS WR7.1. WRF5A.The proposed stormwater management system specific to the parking/ pavement areas is designed to accommodate the 25-year,24-hour storm.This system directs runoff to rain garden forebayg for pretreatment and filtration,with additional infiltration capacity provided by underground leaching chambers.All pavement drainage areas on-site,with the exception of Drainage Area#9 located in the rear of the building, provide bioinfiltration for the first inch of stormwater required by MPS WR7.4. WRF5B.The artificial turf field is considered pervious,as the turf percolates at a rate of approximately 14inches/hr,meeting minimum guidelines established by the Synthetic Turf Council.An inverted sump will be constructed below the lowest field grade to capture runoff that may occur during high intensity storms. Infill material for the turf will be comprised of Zeolite,gravel,and,sand,enabling filtration of stormwater. The infill material does not include rubber. "Zeolite"is a porous volcanic material that will retain about 10,000- 12,000 gallons of water. According to the Applicant,infiltration cylinders could be included in the design,as needed. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 9 Bk 30747 Pg208 #45250 WRF5C. Roof runoff is proposed to be managed separately and will be directed to dedicated leaching pits for roof runoff,consistent with MPS WR7.4. WRF5D. Erosion controls specified on plans relate to stabilizing seeded slopes,but there are no other site-wide erosion control devices or strategies proposed to be implemented sitewide during construction. Waste Management WMF1. The Applicant submitted Construction Waste Management and Hazardous Waste/ Materials Management protocols in its application materials that meet the MPSs of the RPP. Of note,the protocols propose use of more environmentally friendly materials and practices for maintenance and operations than available alternatives: ammonia products will not be used in rink maintenance activities,and saline rather than chlorine will be used for swimming pool operations. Affordable Housing AHFi.Affordable Housing Goal AH3 (Community Participation)requires commercial projects reviewed as DRIs to provide a payment based on the expected number of below-average-wage workers per square foot associated with a project,calculated in accordance with MPS AH3A (Mitigation Standard).Alternately,an applicant may choose to provide deedmrestricted Affordable Housing units for io%of the expected below-average-wage workers associated with the project as detailed by MPS AH On-site Units Option). 34( .p ) AHF2.As calculated under MPS AH3.1,the expected number of below-average-wage workers associated with the Project is 49,requiring the provision of 5 Affordable Housing units under MPS AH3.4.The Applicant has provided a staffing plan showing the expected actual number of below-average-wage workers associated with the Project will be 24,which would require the provision of 2 Affordable Housing units. AHF3.The Applicant.has also detailed in the staffing plan submitted to the Commission that the majority of below-average-wage jobs associated with the Project will be filled by members of the resident Total Athletics Seahawks junior ice hockey team,who are required through their program to be housed and employed by the Applicant.As these players are aged 16-20,will be relatively short-term residents,and must be housed through home-stay programs,they would unlikely be eligible for deed-restricted Affordable Housing as required under MPS AH3.4. Requiring monetary mitigation, a"Commercial Contribution,"would reduce operating capital and financing available for the Project,and thus bring into question the ability to develop and operate the Project,and misses the overall purpose and intent of the AH MPSs relative to the unique staffing program for the Project,which Project is unlikely to impact the need for Affordable Housing in the region given the nature of staffing proposed. AHF4. The Commission grants the Applicant's request for Hardship Exemption relief from the literal application and enforcement of MPS AH3.4,which would involve substantial hardship for the Applicant, as the Seahawks hockey program,with its own requirements,is a central feature of the overall Project program. Further,the Applicant will house significantly more than the Cape Cod Training Center,Hyannis DRJ/Hardship Exemption Decision August 2017 Page io Bk 30747 Pg209 #45250 required number of workers under a literal reading of MPS AH3.4,thus the home-stay program as an alternative to the provision of deed-restricted Affordable Housing units under MPS AH3.4 does not constitute a detriment to the public good and does not derogate from the intent of Affordable Housing Goal AH3,which is to require mitigation for anticipated impacts to the regional need for Affordable Housing. Through this housing arrangement,the Applicant is also helping support a mission of a local non-profit sports entity providing live-work opportunities for youth on Cape Cod. Ener2v EFi. The Project meets the MPSs of the Energy issue area,per MPS E1.7,by generating and satisfying a significant amount of the Project's energy demands through the installation and operation of roof-mounted solar arrays on the field house(though the application references proposed car port solar arrays,the Applicant has withdrawn its request for them). Transportation TFi.As described in the Traffic Impact and Access Study(TIAS),prepared by VHB,dated April 2017,the Applicant is proposing to develop the Site,with the"construction of an approximately 92,363 sf[square foot]building housing an indoor turf field,an ice skating rink,and various other indoor sports activities as well as an outdoor sports field and an approximately 946 sf snack bar."The TIAS,along with a follow-up memorandum from VHB,dated July 12,2017, characterizes the existing condition of the roadways in the vicinity of the proposed project, presents potential impacts of the Project,and details transportation mitigation measures, proposed by the Applicant. TF2.As presented in the TIAS,empirical traffic count data was collected at four sports complex facilities in eastern Massachusetts with similar characteristics to the proposed facility.This data was used to establish a trip generation rates that was then applied to the proposed sports complex.Commission transportation staff agrees with trip generation estimates as summarized in Table 1. ' Table 1; Estimated Project Trip Generation 25%Trip Time Period Site-Generated Reduction Net New Trips Trips' Requirem p entsa Weekday Daily 1,150 -288 892 Weekday Evening Peak 190 -47 143 Hour Saturday Daily 1,040 -26o 78o Saturday Peak Hour 203 -51 152 Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 11 Bk 30747 Pg210 #45250 Note: z Based on trip generation rates from empirical count data applied to a 92,363 sf facility 2 In accordance with the RPP TF3. Based on discussions with Commission staff,study area locations identified for analysis in the TIA.S include the following intersections and roadway links: Intersections: • Route 132 at Route 6 Westbound Ramps • Route 132 at Route 6 Eastbound Ramps • Route 132 at Shootflying Hill Road • Route 132 at Attucks Lane • Route 132 at Independence Drive/Enterprise Road • Phinneys Lane at Attacks Lane •, Phinneys Lane at Kidd's Hill Road . • Independence Drive at Attucks Lane • Independence Drive at Kidd's Hill Road • Willow Street at Route 6 Westbound Ramps • Kidds Hill Road at Industrial Boulevard • Kidds Hill Road at Merchants Boulevard • Merchants Way at Site Driveway Roadway Links: • Route 132 between Route 6 Westbound Ramps and Route 6 Eastbound Ramps • Route 132 between Route 6 Eastbound Ramps and Shootflying Hill Road • Route 132 between Shootflying Hill Road and Attucks Lane • Route 132 between Attucks Lane and Independence Drive • Attucks Lane between Route 132 and Phinneys Lane • Attucks Lane between Phinneys Lane • Phinney's Lane between Attucks Lane and Kidd's Hill Road • Independence Drive between Route 132 and Attucks Lane • Independence Drive between Attucks Lane and Kidd's Hill Road • Kidd's Hill Road between Phinney's Lane and Independence Drive TF4.The TZAS presents a crash analysis of all study area locations*and identifies the following five locations as high-crash locations(three or more crashes per year): • Route 132 at Route 6 Westbound Ramps • Route 132 at Route 6 Eastbound Ramps • Route 132 at Shootflying Hill Road • Route 132 at Attucks Lane • Route 132 at Independence Drive/Enterprise Road *Note: The intersection of Attucks Lane at Independence Drive was included as a high-crash location in the TL4S, but upon further investigation of crash data by VHB it was determined Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 12 Bk 30747 Pg211 #45250 that many of the crashes occurring in a nearby parking lot. With the removal of these crashes from the intersection, this location is no Ionger considered a high-crash location. TF5.The.crash analysis presented in the TIAS presented no major safety deficiencies at these locations with crash rates well below the regional average when considering the volume of traffic through the intersections. Potential minor safety improvements at these high-crash locations have or will be made implemented by other projects in the area in the near future.Given the relatively low crash rates at study area intersections and the improvement already planned, Commission staff requested the Applicant focus on potential safety impacts at unsignalized intersection in close proximity to the Project Site. TF6.At the request of Commission staff,VHB conducted`field inspections of existing geometry,signage,and pavement markings at three key intersections near the site that patrons of the proposed facility will travel through getting to and from the proposed facility." This included the unsignalized intersection of Industrial Boulevard at Kidds Hill Road; Merchants Way at Kidds Hill Road, and Kidds Hill Road at Independence Drive.While none of these locations exhibit substantial crash history,the Applicant has committed to making safety. improvements at these locations for benefits of patrons of the facility and the public. TF7.As presented in the TIAS and the follow-up memo,the Applicant has committed to implementation of the following safety mitigation actions,which satisfy RPP motorist safety requirements: • Industrial Boulevard at Kidds Hill Road o "Add Lane striping,STOP Bar/Stop Sign along the Industrial Boulevard Approach to the intersection." o "Add STOP AHEAD sign(MUTCD W3-1)to Merchants Way approach" o "Add Intersection Ahead warnings signs to the Kidd's Hill northbound and southbound approaches to the intersection MUTCD W2-7." • Merchants Way at Kidds Hill Road o "Add Lane striping,and a STOP Sign/STOP Bar alongthe Merchants Way approach to the intersection." o "Add STOP AHEAD sign(MUTCD W3-1)to Merchants Way approach" o "Add Intersection Ahead warnings sign to the Kidd's Hill southbound approach to the intersection MUTCD W2-7." • Kidds Hill Road at Independence Drive o "Install New STOP sign/Stop Bar along the Kidd's Hill Road approach to the intersection.The location of both will be optimized,within the MUTCD placement requirements to optimize visibility." o "Add Intersection Ahead warnings sign to the Kidd's Hill southbound approach to the intersection MUTCD.W2-7." o "Add supplemental plaques(MUTCD Ri-3P)to each STOP sign at the intersection." o "Trim vegetation along each approach to the intersection to optimize visibility to signage to the extent possible within the existing Right of Way.Since Independence Drive is a private roadway,it is assumed that the owners will allow this improvement to be done since it is in the public interest." Cape Cod.Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 13 Bk 30747 Pg212 #45250 TF8.To address and satisfy the RPP's non-motorist safety requirements,and provide non- motorist connectivity to the regional pedestrian and bicycle pedestrian network,the Applicant. has committed to constructing approximately goo feet of sidewalk along portions of Merchants Way and Kidds Hill Road,including a crosswalk across Kidds Hill Road.The new sidewalk,with appropriate crosswalks and curb ramps,will provide a safe connection between the project side and the sidewalk that currently existing on Wilkens Lane all the way to Attucks Lane.This concept is presented as"Potential Sidewalk Route A'in the July 12, 2017 VHB memo. TF9.As noted in the July 12,2017 VHB memo,"Wilkens Lane is a private road owned by Cape Cod Healthcare and development along Wilkens Lane is only partially completed and therefore the sidewalk is gated and not currently accessible to the public."Allowing public access for pedestrians along Wilkens Lane is key to ensuring that patrons of the proposed sports complex can access the regional sidewalk network along with the numerous nearby destinations and transit service. TFio. Once complete,the new sidewalk will also link the proposed project with future Cape Cod Rail Trail extension that is envisioned to follow a route that runs along Kidds Hill Road. TFii.The RPP requires that the Site must be designed to safely accommodate all road users, including pedestrians and bicyclists.The current site plans will need to be revised to provide safe connections between the proposed new sidewalk and buildings and other attractions on Site.The current site plans will also need to be revised to ensure pedestrians can move safely around the Site,including.from the parking spaces in the rear of the building. TF12.The Applicant has proposed a Travel Demand Management(TDM)program to meet the 25-percent trip reduction requirement under Goal TR2.This TDM program is detailed in the TIAS and includes measures aimed at promoting carpooling/ridesharing,encouraging use of public transit,utilizing local shuttles/buses to and from schools and hotel facilities,facilitating bicycle and pedestrian access to and within the Site,and providing a host of on-site amenities. In addition,or more specifically,activities on the Site as part of the TDM program include: • Preferred/reserved parking for employees/patrons who rideshar%arpool • On-site restaurant with full food and beverage service Lunch and break rooms equipped with refrigerators and microwaves,etc.for employees who may wish to prepare their own food • On site fitness center • Locker Rooms—with changing rooms and showers • Bicycle storage—exterior bike racks plus a secure interior storage room TF13. Furthermore,the Applicant will"designate and employee(or employees)that will be responsible for managing the TDM program. The designates coordinator will encourage participation in the program and will distribute information to employees and patrons regarding all available trip reduction strategies."This TDM coordinator shall consult with MassRIDES staff as part of their TDM plan implementation.All TDM program materials, including current bus schedules,shall be posted on a bulletin board in the facility viewable by employees and patrons. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 14 Bk 30747 Pg213 #45250 TF14.With the construction of the new sidewalk proposed by the Applicant and a revised site plan that more safely accommodates pedestrians,implementation of the TDM program satisfies the RPP's trip reduction requirements. TF15.The Applicant proposes 210 paved parking spaces on Site,based on a calculation of one space for every three occupants with 630 occupants assumed.This calculation is consistent with the requirements of local zoning; however,given the unique nature of this Site and use,the Applicant might consider undertaking a parking demand analysis to determine the appropriate number of spaces.An area of approximately 0o s ft of parking area to the P PP Y 3�5 q P g northwest of the filedhouse is pervious pavement. The Applicant is also encouraged to consider the further use of unpaved or pervious parking areas and the use of existing off-site parking areas for overflow parking where appropriate to minimize the total number of paved/impervious areas on the Site. TF16.The TIAS presents a detailed analysis of potential congestion impacts on study area intersections and roadway segments. The overall congestion impact on the roadway network within the study area is relatively minor and future congestion benefits from the provision of the non-motorist facilities(sidewalk and related infrastructure)within the study area offset these impacts within the study area. TF17.Where there are anticipated trips and effects beyond the study area,such as with the Project and its proposed constituent uses, the Commission analyzes congestion impacts beyond the study area established in the TZAS. Based on a vehicle miles traveled transit equivalency approach,as presented in the TIAS,a monetary contribution of$532,100 would be required to offset these congestion impacts. Commission staff suggests that this calculation was performed in accordance with the procedure detailed in Technical Bulletin 96-o03 and suggests that a monetary contribution of$532,100 would offset the congestion impacts of the Project beyond the study area. TF18. Commission staff suggests that beyond the study area,the Project will have quantifiable congestion impacts,but these impacts are not likely to have a significant impact on the operations of the roadway network except during special events.As such,granting the Applicant's request for Hardship Exemption relief,in the amount of$532,100 for congestion impacts outside of the study area,would not nullify or substantially derogate from the intent and purposes of the Act,and would not result in a substantial detriment to the public good.The requirement for such mitigation payment would reduce operating capital and financing available for the Project,and thus bring into question the ability to develop and operate the . Project. TF19.As special events at the Project Site may have congestion impacts within and beyond the study area, a Traffic Management Plan should be developed in consultation with Town of Barnstable staff and emergency personal to effectively manage the traffic from these events. eritage Preservation/Commu 1�fty Character HPCCFI.The Applicant filed a Project Notification Form with the.Massachusetts Historical Commission(MHC)regarding the potential for archaeological resources in the Project area. Verbal confirmation was received from MHC that MHC had no comments on the Project. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 15 I�� Bk 30747 Pg214 #45250 Though the Site is undeveloped,the area surrounding the Site is heavily developed with commercial and industrial uses and development. There are no known archaeological resources,or historic structures,resources or districts on or within close proximity to the Project Site. HPCCF2.All proposed building and parking area exterior lighting fixtures meet the requirements of MPS HPCC2.11(Exterior Lighting)in that they provide full-cutoff at go-degrees from vertical,do not light areas beyond the property bounds,and result in fewer than 8 foot- candles of light at grade.Lighting for the playing field does not meet these requirements,but a literal enforcement and application of this MPS would involve substantial hardship for the Applicant in that 8 foot-candles is significantly below recommended lighting levels for playing fields of the type proposed,and would interfere with the utility,nature and purpose of the Project.The Applicant submitted industry best management practices for sports field lighting. The Project utilizes modern LED field lighting fixtures with significantly greater optical control than traditional flood lighting and proposed lighting levels are consistent with recommended lighting levels for facilities of this type. Based on the Project utilizing industry best practices for lighting of this type,the Project does not constitute a detriment to the public good and does not derogate from the intent of MPS HPCC2.11,which is to reduce unnecessary site lighting. HPCCF3. Given the proposed location within the Hyannis industrial area,the Project will not be visible from any regional roadways or distinctive neighborhoods,giving it more flexibility in building design,site design,and building materials. MPS HPCC 2.7 allows non-traditional materials,forms and site designs in industrial parks or areas not visible from regional roadways. The proposed building is large(approx. 72,000 sf footprint)and ranges in height from 28 to 44 feet,but due to existing topography it will be sited approximately 25-40 feet below the grade at the north and east portions of the site,reducing its visibility. Specifications for the proposed exterior building materials(insulated metal sandwich panels and standing seam metal roof) have been provided. The site and building design of the Project and building materials to be used are functional in nature and appropriate to location in the subjectmapped ISTA,where the Project is not visible from regional roadways. Parking is not located to the front of the fieldhouse,but to the sides and rear of the fieldhouse. To the extent necessary,the Commission grants Hardship Exemption relief from MPS HPCC 2.7,where the Project will require clearing a majority of the currently wooded Site,and new plantings are not proposed to screen the Project from public view. Such screening would'interfere with the function,nature and purpose of the proposed use,especially where the outdoor field occupies a good deal of the frontage of the Project Site and the Project is not visible from a regional roadway or distinctive area. HPCCF4..The Applicant provided a functional landscape plan and maintenance protocol/ contract that meets RPP requirements,appropriate to the nature of the Project. Such plan provides some planting along Merchants Way and Business Way,along the perimeter of the Site,and within and adjacent to internal parking islands. The Applicant has articulated in its narrative that additional plantings will be installed in the stormwater biofiltration areas;the current plans show the stormwater biofiltration areas as grassed swales. The Applicant shall submit revised landscaping and stormwater plans depicting additional plantings in stormwater biofiltration areas. CONCLUSION Cape Cod Training Center,Hyannis DRi/Hardship Exemption Decision August 2017 Page 16 Bk 30747 Pg215 #45250 Based on the above Findings,the Commission hereby approves the Cape Cod Training Center Project described herein as a Development of Regional Impact/Hardship Exemption,subject to the Conditions,below. CONDITIONS C1.When final,this decision shall be valid and in effect for a period of 7 years,and local development permits may be issued pursuant hereto for a period of 7 years from the date of this written decision.This decision shall be final when the appeal period set out in Section 17 of the Cape Cod Commission Act has elapsed without appeal(or if such an appeal has been filed,when the appeal has been finally settled,dismissed,adjudicated,or otherwise disposed of in favor of the Applicant),and a copy of this decision has been recorded with the Barnstable Registry of Deeds,and registered with the Barnstable Land Court,as applicable. The Applicant shall bear the costs or recording or registering this decision. C2.This decision shall be appurtenant to and run with the property which is the subject Project Site.The decision shall bind and be enforceable against,and inure to the benefit of,the Applicant,its successors,and assigns. C3.The Applicant shall obtain all necessary federal,state,and municipal permits,licenses,and approvals for the Project,including but not limited to those from the Town of Barnstable and from the Massachusetts Department of Transportation for roadwork and work in road layout, and provide copies of the same to the Commission,prior to commencement of any Project building construction. GC3(a).The Project's consistency with municipal development by-laws,regulations or ordinances shall be evidenced and confirmed by the Applicant obtaining all said necessary municipal permits,licenses and approvals. C4.The Project shall be undertaken,constructed,operated,and maintained in accordance with the Findings and Conditions set out herein,including the plans and documents referenced below("Approved Project Plans.") When and as supplemental or revised plans and documents required to be submitted as Conditions of this decision are reviewed and approved by Commission staff,such plans and documents shall be deemed incorporated into the Approved Project Plans to supplement or substitute for those plans and documents approved herein,as the case may be,and the Project shall similarly be undertaken,constructed,operated,and maintained in accordance with the same.Failure to comply,and remain in compliance,with all findings and conditions stated herein may be deemed cause to revoke or require modification to this decision. This decision does not permit any other work or development at the Project Site, including tree and vegetation clearing and removal,except as authorized herein. See Exhibit B attached hereto and incorporated herein Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 17 Bk 30747 Pg216 #45250 C5. Pursuant to section 9(b)(iv)(3)of the Enabling Regulations,upon considering any Modification to this decision,the Commission may in its'discretion as part of such Modification request require additional or full compliance with the Minimum Performance Standards for which relief is granted hereunder if the Commission finds that the basis for the original Hardship Exemption has changed. C6. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall: a. submit final project plans as approved by state,federal,and municipal authorities for review by Commission staff who will determine their consistency with this decision.If Commission staff determines that the final plans are not substantially consistent with the Approved Project Plans;the Commission requires that the Applicant seek a modification to this decision for further review and approval of the Project changes in accordance with the "Modification"section of the Commission's Enabling Regulations in effect at the time the modification is sought; b. provide evidence to the Commission that a copy of this decision has been provided to and received by the general contractor for the Project.Copies of this decision and Approved Project Plans shall be maintained on-site during Project construction. c. Provide the Commission a recorded copy of a perimeter plan for the Site eliminating existing interior lot lines of its constituent parcels. C7. Prior to and as a condition to issuance of a Building Permit by the Town,the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions in this decision required to have been satisfied prior to the issuance of a Preliminary Certificate of Compliance have been satisfied,and that the Project is in compliance with this decision. C8. Prior to and as a condition to issuance of a Certificate of Use/Occupancy for the Project by the Town,the Applicant shall obtain a Final Certificate of Compliance from the Commission that evidences that all conditions in this decision required to have been satisfied prior to issuance of a Final Certificate of Compliance have been satisfied and that the Project is in compliance with this decision. C9. Commission staff will undertake a review of the Project's compliance with this decision, including the applicable conditions hereof,upon the Applicant's request to the Commission for issuance of any Certificate of Compliance.At the time the Applicant requests such a Certificate, it shall provide Commission staff a list of key project contaet(s),along with their telephone numbers,mailing addresses,and email addresses,in the event questions arise during the Commission's compliance review.As part of its compliance review,Commission staff may make, and the Applicant hereby authorizes,site inspections upon reasonable notice to the Applicant,as Cape Cod Training Center,Hyannis DRI/Hardship Fxemption Decision August 2017 Page 18 Bk 30747 Pg217 #45250 such visits are needed.Upon review,the Commission shall either prepare and issue the requested Certificate,or inform the Applicant in writing of any compliance deficiencies and the remedial action required for the issuance of the requested Certificate. Cxo.The Applicant shall connect the Project to the municipal sewer system,and the Project shall be served by municipal sewer. Cii.Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide for Commission staff review and approval final construction plans and details about Site stormwater and drainage facilities consistent with the Stormwater standards contained under Goal 7 of the Water Resources RPP issue area, including: A. more detailed Erosion Control plan with best management practices for erosion and sedimentation control during construction,including a sequencing plan for construction activities and location for stockpiling of soils and other materials, consistent with MPS WR7.9; B. final construction design of the artificial field turf stormwater system,sufficient to infiltrate the 25-year,24-hour storm,and stormwater operations and maintenance provisions for the artificial turf field,including consideration for infiltration cylinders;. C. details/cross-section about proposed plantings in biofiltration areas,and installation,operation and maintenance practices for such biofiltration plantings. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans;".and the Project shall be constructed,maintained,used and operated according to such plans and documents. C12. One year after completion of the Project's stormwater system,a qualified engineer shall provide written certification to the Commission that the Project's stormwater system is functioning as designed and approved,according to MPS WR7.10 C13.The Applicant shall not install signs,vegetation,or other visual obstructions in a manner that would create an obstruction to safe sight distance at the Site drives. Cape Cod Commission staff will conduct a site visit to confirm that no signs,vegetation,or other visual obstructions have been placed in a manner that would create an obstruction to safe sight distance at the Site drives,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. C14.The Applicant shall prepare a revised site plan addressing pedestrian safety concerns detailed in finding Mi herein for review and approval by Commission staff,prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans," and the Project shall be constructed,maintained,used and operated according to such plan. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page ig Bk 30747 . Pg218 #45250 C15.The Applicant shall implement the safety mitigation measures detailed in Finding TF7 herein at the intersections of Industrial Boulevard at Kidds Hill Road,Merchants Way at Kidds Hill Road,and Kidds Hill Road at Independence Drive,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. C16.The Applicant shall install the off-Site sidewalks,crosswalks and related infrastructure,and on-Site connections to these sidewalks,presented as"Potential Sidewalk Route A'in the July 12, 2017 VHB memo, and discussed in Findings TF8,TF9,and TFzo herein. Prior to and as a condition to issuance of Preliminary Certificate of Compliance by the Commission,the Applicant shall provide for Commission.staff review and approval final construction plans and details for the same,including details about ADA compliance for sidewalks and.curb ramps.Where the sufficient right-of-way exists and where additional tree removal and grading would not be required,the proposed sidewalk should be offset from roadway to improve pedestrian safety and level of comfort The Applicant shall install said infrastructure prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. Cif.The Applicant shall implement and maintain its proposed Travel Demand Management (TDM)Program for the Project as detailed in Finding TF12 and TF 13 herein. Cape Cod Commission staff will conduct a site visit to confirm that on-site elements of the TDM program have been implemented,prior to and as a condition to issuance of a Final Certificate of . Compliance by the Commission. C18.As discussed in Finding TFi9 herein,the Applicant shall prepare and implement a Traffic Management Plan,in consultation.with Town of Barnstable staff and emergency personal, designed to effectively manage the traffic from special events at the Project Site. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide a copy of such Plan to Commission staff for review and approval,as reviewed and approved by Town officials. C19. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall submit for Commission staff review and approval a revised . landscaping plan,and corresponding revised landscape maintenance protocol/contract,with appropriate plantings in stormwater biofiltration areas. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans,"and the Project shall be constructed,maintained,used and operated according to such revised plan. C2o.Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall submit for Commission staff review and approval an operations and maintenance protocol for the pool and ice rink,including appropriate storage protocols for maintenance materials and products,and provisions for appropriate storage and disposal of wastewater from the pool and ice rink,which may be required off-site. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans,"and the Project shall be constructed,maintained,used and operated according to such revised protocol. (SIGNATURE PAGE FOLLOWS) Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 20 Bk 30747 Pg219 #45250 SIGNATURES) Executed this 3 8 J day of ,dj0Z,5t-2017- SigfiXiire in Print game and Title COMMONWEALTH OF M.ASSACHUSETTS Barnstable,ss - 3-,_, 2017 Before me,the undersigned notary public,personally appeared_ #Zea/d 0,7r&,l ,in his/her capacity as rh a af-ew a of the Cape Cod Commission,whose name is signed on the preceding document,and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ]photographic identification with signature issue by a federal or state governmental agency, [ ]oath or affirmation of a credible witness,or[ personal knowledge of the undersigned. GAfL P.HANLEY Not"Pub.00 COMMONWULTy OF M46ACWUM tYh/CWVrdVjQn Eq*es Notary Public SEAL My Commission Expires: Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 21 Bk 30747 Pg220 #45250 _Exhibit A—Cape Cod Training Center DRI/HDEX Application and Review Materials Application to the Cape Cod Commission dated May,2017, consisting of 23 tabs, including: • Property and Project Description(Tab 2) • Community Partners/Community Benefits(Tab 3) • RPP Compliance and Hardship Relief(Tab 4) • Memorandum of Lease dated May 19,2017 (Tab 6(B)) • List of Anticipated Project Land Use Permits/Approvals(Tab 8) • Design Narrative,dated November 29,2016(Tab 10) • Natural Resources Inventory dated March 2017(Tab 11) • Nitrogen Loading Calculations dated November 25,2016(Tab 12) • Storm-water Drainage Calculations dated November 27,2016 and Drainage Operation and Maintenance Plan dated March 27,2017(Tab 13) • Traffic Impact and Access Study dated April 2017(Tab 14) • FAA Determinations (6 total)of No Hazard to Air Navigation for building dated October 19, 2016(Tab 16) • Hazardous Material Narrative dated November 18,2016(Tab 18) • Construction Waste Management Plan dated November 18, 2016 (Tab 19) • Photo Simulation/Rendering of Project(Tab 22(A)) Email communications (2)from Attorney Eliza Cox of Nutter McClennen&Fish,LLP dated May 31,2017 and June 2,2017 to Attorney Jon Idman re:community character details, including building materials/colors,roof slope,and solar panels. • Energy Consumption/Generation Report prepared by Science Wares,Inc., dated May 31, 2017re:roof mounted solar panels • Correspondence dated-June 9,2017 from Attorney Eliza Cox of Nutter McClennen&Fish,LLP with Exhibits A-E with Project pro forma,letters from St.John Paul II High School and Sturgis Charter Public Schools, describing anticipated school usage of Project,further describing relationship with HYCC,anticipated employment, and letters of support from Cape Cod Chamber of Commerce and Trinity Christian Academy • (Updated)FAA Determination of No Hazard to Air Navigation dated June 20,2017 for proposed field lighting. • Turf and Landscape Maintenance Contract,dated June 21,2017 • Correspondence dated June 28,2017 with staffing and employment data and information on the ice hockey billet program • Updated and supplemental transportation memorandum (with attachments) from VHB,dated July 12,2017 • Stormwater&Drainage Report, Appendix F,dated 2017-07-26,prepared by Baxter Nye • NCAA Best Lighting Standards,Football.(2011) • Lighting Standards of the US Soccer Foundation(2007) • Youth and Amateur Sports Tourism Opportunity on Cape Cod, Summary Level Strategy Report, prepared for the Cape Cod Convention and Visitor's Bureau by SFA LLC,April 2015 Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 22 Bk 30747 Pg221 #45250 Civil Site Plans • "Comprehensive Plan Cover Sheet Cape Cod Training Center"prepared by Falmouth Engineering dated November 25,2016 consisting of 4 sheets,as follows: o Cover Sheet o Existing Conditions Plan(Sheet 2 of 4) o Site Plan(Sheet 3 of 4)revised 7/27/17 o Standard Details Plan(Sheet 4 of 4) Architectural Plans • Colored Architectural Plans prepared by Pando Associates Architects(plans not dated,but included in Tab 22(B)of the Application Materials): o Exterior Elevations, Sheet SK-41) o First Floor Plan, Sheet A-1.0 o Mezzanine Plan Overall,Sheet A-1.3 • "Exterior Elevations"prepared by Pando Associates Architects,Inc., Sheet A-2.0,dated "Progress 27 Sept.2016" • "Roof Plan"prepared by Pando Associates Architects,Inc., Sheet A-1.6,dated"Progress 27 Sept. 2016", • Insulated Metal Wall Panel Specifications,MetlSpan(CF Light Mesa) • Standing Seam Roof Specifications,Metallic Building Company Landscape Plan • "Site Planting and Landscape Plan"prepared by Desley Landscape Consulting&Design dated December 30,2016. Photometric Plans • Sheet SLl,entitled"Lighting Plan, Schedules and Specifications"prepared by SK& Associates dated September 13,2016(Parking Lot Photometrics) • Sheet SL2,entitled"Lighting Plan, Schedules and Specifications"prepared by SK& Associates dated September 13, 2016(Field Photometrics) • Sheet SU,entitled"Lighting Pole and Fixture Info, Specifications"prepared by SK& Associates dated September 13,2016 Cape Cod Training Center,Hyannis DRX/Hardship Exemption Decision August 2017 Page 23 Bk 30747 Pg222 #45250 Exhibit B—Cape Cod Training Center DRY/HDEX Approved Project Plans • . Nitrogen Loading Calculations dated November 25,2016 • Storm-water Drainage Calculations dated November 27,2016 and Drainage Operation and Maintenance Plan dated March 27,2017 • Traffic Impact and Access Study dated April 2017 • Hazardous Material Narrative dated November 18,2016 • Construction Waste Management Plan dated November 18,2016 • Energy Consumption/Generation Report prepared by Science Wares, Inc.,dated May 31, 2017 re:roof mounted solar panels • Turf and Landscape Maintenance Contract,dated June 21,2017 • Updated and supplemental transportation memorandum (with attachments) from VHB, dated July 12, 2017 • Stormwater&Drainage Report,Appendix F,dated 2017-07-26,prepared by Baxter Nye Civil Site Plans • "Comprehensive Plan Cover Sheet Cape Cod Training Center"prepared by Falmouth Engineering dated November 25,2016 consisting of 4 sheets,as follows: o Cover Sheet o Existing Conditions Plan(Sheet 2 of 4) o Site Plan,revised 7/27/17(Sheet 3 of 4) o Standard Details Plan(Sheet 4 of 4) Architectural Plans • Colored Architectural Plans prepared by Pando Associates Architects(plans not dated,but included in Tab 22(B)of the Application Materials): o. Exterior Elevations, Sheet SK-41) o First Floor Plan, Sheet A-1.0 o Mezzanine Plan Overall,Sheet A-1.3 • "Exterior Elevations"prepared by Pando Associates Architects,Inc., Sheet A-2.0,dated "Progress 27 Sept. 2016" • "Roof Plan"prepared by Pando Associates Architects,Inc., Sheet A-1.6,dated"Progress 27 Sept.2016" • Insulated Metal Wall Panel Specifications,MetlSpan(CF Light Mesa) • Standing Seam Roof Specifications,Metallic.Building Company Landscape Plan • "Site Planting and Landscape Plan"prepared by Desley Landscape Consulting&Design dated December 30,2016. (Note-to be revised, including removal of`concessions building) Photometric Plans Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 24 Bk 30747 Pg223 #45250 • Sheet SL1,entitled"Lighting Plan, Schedules and Specifications"prepared by SK& Associates dated September 13,2016 (Parking Lot Photometrics) • Sheet SL2,entitled"Lighting Plan, Schedules and Specifications"prepared by SK& Associates dated September 13,2016(Field Photometrics) Sheet SL3,entitled"Lighting Pole and Fixture Info, Specifications"prepared by SK& Associates dated September 13,2016 Cape Cod Training Center,Hyannis DR1/Hardship Exemption Decision August 2017 Page 26 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Town of Barnstable i OF1HE rq�, Building Department Services Brian Florence, CBq JA * t Building Commissioner BAMSTnaLE, BARNS LE MASS H0.0.NST0.%E•[ A::;:F.•C9'UT•NY I'S 200 Main Street, Hyannis, MA 02601 NS M;S•CS t91-ii&dASou 1639. �0 1639 2014 iOlFn MA+°i www.town.barnstable.ma.us �< Office: 508-862-4038 Fax: 508-790-6230 September 8, 2017 Cape Cod Training Center c/o Attorney Eliza Cox Nutter McClennen&Fish, LLP P. O. Box 1630 Hyannis, MA 02601 RE: Site Plan Review#059-17 Cape Cod Training Center -Post CCC DRI 90, 110 & 130 Merchants Way and 20 Business Lane, Barnstable Map 296, Parcels 002-001, 002-002, 002-003 and 002-004 Proposal: Construction of an approx. 91,885 s.f. 2-story athletic field house containing an indoor ice rink, indoor turf field, locker rooms, indoor swimming pool, batting cages, fitness training and rehabilitation areas, food and concessions, community meeting space, sports-related museum, accessory retail pro shop, office and child care areas, together with associated storage and building infrastructure areas. Project also includes an approx. 198 ft. by 360 ft. outdoor lighted turf field together with 210 parking spaces, access/egress, landscaping, lighting, signage, storm-water system, utilities, roof-mounted solar panels and other related site improvements on an approx. 8.29 acre vacant, industrially-zoned parcel of land. Dear Attorney Cox: The above proposal was approved by the Site Plan Review Committee at the formal site plan review meeting held September 7, 2017, and is subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plan entitled"Comprehensive Plan—Cape Cod Training Center" consisting of 4 Sheets dated November 25, 2016 and "Drainage Operation and Maintenance Plan"dated March 27, 2017, both prepared for Cape Cod Training Center by Falmouth Engineering, Falmouth, MA; plan entitled"Conceptual Sidewalk Plan" 3 Sheets dated June 30, 2017, prepared for Total Athletics Cape Cod by VHB, Hyannis; plan entitled"Cape Cod Practice-Parking Lot Photometrics" 2 Sheets dated September 13, 2016 with final revision June 30, 2017, prepared for Pando Associates Architects, Inc. by SK& Associates, Canton, MA; plan entitled "Site Planting and Landscape Plan".1 Sheet, dated December 30, 2016 prepared for TACC Merchants Way by Desley Landscape Consulting& Design; elevation and floor plans, 3 Sheets, prepared by Pando Associates Architects, Inc., Canton, MA; "Stormwater Management Report" dated August 25, 2017 prepared by Baxter Nye Engineering & Surveying, Hyannis, MA. i • Conditions of CCC DRI Hardship Exemption# 17015 (attached) including but not limited to the following: o Prior to the issuance of a Building Permit, the Applicant shall first obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions of the CCC DRI Exemption Decision have been satisfied and that the project is in compliance with the Decision. o Prior to the issuance of the Certificate of Use and Occupancy by the Town for the Project as modified, the Applicant shall obtain a Final Certificate of Compliance from the Commission. • Barnstable Fire Department: o A final plan adding FD ladder truck turn radius templates throughout the parking lot; location of a 2nd emergency gated access for Fire Department response; and H25 loaded drive aisles will need to be filed and approved by the Barnstable Fire Department at the Building Permit stage. o Final approval of the relocation of proposed hydrant to the island, and additional of a hydrant on the corner(total of 3 hydrants onsite) will be required at the Building Permit stage. o Building must be fully fire safety sprinklered, unless an exemption for the permanent sand surface ice arena area is obtained. o Consultation with Barnstable FD is required for finalization of the location of the FDC,which has been requested to be moved closer to the front, and standpipes. o Elimination of the parking space adjacent to double door exit at the ice arena and striping is required to retain this area for ambulance response. o Installation of bollards are required to protect the front doorway and path of egress. • DPW—Engineering Department o Pedestrian crossing is required to be painted with 2 foot wide piano stripes. o ADA detector pads are required to be grey. o A road opening permit will be required from DPW for installation of sidewalk. o Project is part of a Mass Works Grant—the sewer connection permit is subject to modification under the grant. o Final verification of proper sizing of the grease trap based upon seating will be required. o Subsequent to the merging of the four lots, coordination with Barnstable FD and DPW for proper street addressing is required. o Applicant must continue working with engineering regarding record drawings of the subdivision. o A photometric plan extending beyond the lighted field is required to ensure light spillage is not excessive. o Implementation of the Stormwater Operations and Maintenance Plan is required. • Planning& Development o Planning Board applications to remove interior lot lines, and release of the lots from covenant are required and a perimeter plan recorded prior to the issuance of a building permit. • Health Department o A seating plan and food permit for the restaurant is required. o A pool permit will be required. o Final design of how the pool waste will be discharged requires Board of Health review and approval. o Location of proposed dumpsters are required to be added to the plan and set back 10 feet from lot lines and screened from public view. o As proposed, porta potties are for seasonal use only. Consultation with the plumbing inspector is required to determine# of fixtures. o Storage of hazardous materials on site are limited to household quantities in the WP/GP Overlay District. • Barnstable Municipal Airport o As indicated in the existing FAA Aeronautical Studies,and as a condition of their approval., lighting banks that exceed standards must be marked with red lights and identified on the final plan. o Massachusetts Aeronautical Studies are requested to be provided. o Cranes flat exceed 29 ft. at ground level at the building, or 50 ft above ground level at the lighting banks and fields, will required a separate FAA and Mass DOT filing and determination. o Any vertical changes that increase height will required a new FAA determination. o A glare study for outdoor field lights is requested. o A glare and reflectivity study is requested to ensure that proposed roof solar panels will not be hazardous for pilots or the airport tower. • Consumer Affairs/Licensing o Seating plans will be required for Licensing filings. o An entertainment license will be required for recorded music, video or arcade use. o A common victuallar license will be required for restaurant use. o An annual alcohol license will be required if alcohol is proposed on the premises. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon.knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. I A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director Planning & Development Amanda Ruggiero, Assistant Town Engineer- DPW Deputy Chief Richard Pfautz- Barnstable Fire Dept. Barnstable Municipal Airport Manager—Bud Breault Health Department Licensing Planning Board Attachment: CCC DRI Hardship Exemption# 17015 CAPE COD TRMNING CENTER BARNSTABLE,MA AUGUST 30,2017 GOMM# 16110 PAGE 1 of 18 GENERAL This project shall be constructed in accordance with Drawings and Details prepared bythe Following Design Team Architect: Pando Associates Architects,Inc.,481 York Street,Canton,MA Structural Engineer. Michael P Waterman,PE.,2A Austin Kelley Lane,Southborough,MA Geotechnical Engineer: KMM Geotechnical Consultants,7 Marshall Rd,Hampstead,NH MEP Engineer. TWB Associates Inc. 130 Liberty Street 3B Brockton,MA Site/ Civil/Landscape Falmouth Engineering, 17 Academy Lane Ste 200,Falmouth,MA Where there is a discrepancy between this document and the Drawings prepared for this project,the information on the drawings shall govern.If there is a conflict between these specifications and the Drawings,The Architect will issue a clarification upon receipt of written notice of such conflict.The Architect will be the sole arbiter in such cases. APPLICABLE STANDARDS Throughout these Specifications reference is made to codes and standards which establish qualities and types of workmanship and materials,and which establish methods for testing and reporting on the pertinent characteristics.Applicable standards listed in these Specifications include,but are not necessarilylimited to,standards promulgated by the following agencies and organizations: AASHTO =American Association of State Highway and Transportation Officials,341 National Press Building, Washington D.C.20004 ACI = American Concrete Institute,Box 19150,Redford Station,Detroit,Michigan 48129 AISC=American Institute of Steel Construction,Inc. 1221 Avenue of the Americas,NY,NY 10020 ANSI =American National Standards Institute, 1430 Broadway,New York,New York 10018 ASTM =American Society for Testing and Materials, 1916 Race Street,Philadelphia,Pennsylvania 19103 AWS = American Welding Society,Inc.,2501 N.W.7th Street,Miami,Florida,33125 AWWA =American Water Works Association,Inc.6666 West Quincy Avenue,Denver Colorado 80235 BOCA =Building Officials Code Administration 4051 West Flossmore Road,Country Club Hills,IL60478-5795 CRSI =Concrete Reinforcing Steel Institute,228 North LaSalle Street,Chicago,Illinois 60610 NEC =National Electric Code (see NFPA) - Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 GOMM# 16110 PAGE 2 OF 18 NEMA =National Electric Manufacturers Association, 155 East 44th Street,New York,New York 10017 NFPA =National Fire Protection Association,Batterymarch Park,Quincy,Massachusetts 02269 SDI = Steel Deck Institute, 135 Addison Avenue,Elmhurst,Illinois 60125 MHD=Massachusetts Highway Department Standard Specifications for Highways and Bridges SSPC =Steel Structures Painting Council,4400 5th Avenue,Pittsburgh,Pennsylvania 15213 SSHB =Standard Specifications for Highways and Bridges (See AASHTO) TCA = Tile Council of America,Inc.,P.O.Box 326 Princeton,New Jersey 08540 UL = Underwriters'Laboratories,Inc.207 East Ohio Street,Chicago,Illinois 60611 SITEWORK General: Site development for this project will be completed in compliance with the following development standards and in accordance with the Approved Site Plans prepared by Falmouth Engineering and any additional modifications required by the governing authorities issuing Site Plan Approval for this project. Site Preparation: The Services of a registered Geotechnical Engineer will be retained to perform test borings and make recommendations for structural development of the site.Portions of the site will be cut,grubbed,and cleared in accordance with the final Construction Documents.The building pad,pavement areas,storm water retention/detention areas and associated subsurface disposal areas will be prepared in accordance with the final Construction Documents.Where ledge or unsuitable material is encountered that affects the development of the site,these materials will be removed under the direction of the Geotechnical Engineer. Site Utilities: The following utilities will be installed in conjunction with the project: 1. Electric-Primary underground electric service and transformer pad will be brought to the transformer location.Secondary,three-phase power will be brought to the building.Electric service will be placed in accordance with the site plans,electric plans and in accordance with the requirements of the local electric utility. 2. Telephone &Data- underground cabling will be brought to the building in 3 (three) 4" underground conduits.Conduits shall run from the utility pole in the street to a 2'x 3'fiberglass telephone manhole installed in the grass area outside of the electric room.And then the conduits shall run underground into the first floor electric room.All conduits shall have pull strings installed as approved bythe Local Tel Co. 3. Municipal Water System- for Domestic and Fire protection uses will be brought to the building.Sizes of services will be appropriate for the intended design,and in accordance with the site and plumbing plans. ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 3 of 18 Water Service Piping,Ductile Iron Pipe- Class 52,will comply with AWWA C153.Gate Valves will comply with AWWA C509 250 psi.Ductile Iron fittings will complywith AWWA C153.System Chlorination will. comply with AWWA C601 4. Fire Hydrants- approved by the local Fire Department,will be installed in accordance with final Construction Documents.Hydrants will be isolated from mains with gate valves.Piping will be Class 52 ductile iron pipe or equal. 5. Sanitary Sewerage System-Municipal sanitary sewerage piping will be installed in accordance with Site Plan Approvals.Sewer manholes will be precast concrete,H 20 loading,ASTM C478.Covers and frames will be designed for H 20 loading.Sanitary sewerage piping will be PVC Class 160(SDR26) "ringtite" sewer pipe or equal. 6. Storm Drainage-Systems to handle storm water will be installed in accordance with Site Plan Approvals granted by the Local Municipality.Groundwater recharge systems to handle clean,roof storm water,and systems to handle surface run-off from paved and landscaped areas.Drainage structures will be precast concrete,H 20 loading,ASTM C478.Covers,Grates and frames will be designed for H 20 loading. Drainage piping material will vary based upon the final approved design.Piping materials will be:Non- reinforced concrete pipe (NRCP);Extra strength,complying with ASTM C14;Reinforced concrete pipe (RCP),Complying with ASTM C76;Polyvinyl chloride pipe (PVC),Class SD-35 as manufactured byJohns- Manville.Polyethylene material in plastic couplings:Comply with ASTM D2952. 7. Natural Gas- service will be installed,sized for the intended design. Bituminous Concrete Pavement- 1. Two types of pavement will be installed in accordance with the details on the Drawings,or if not detailed as follows; a. For driveways and parking areas that predominantly carry automobile traffic,Pavement will be 3- 1/2" (Three and one half inch)thick and consist of a compacted(95%) granular base 12" (twelve inch)thick;a 2-1/2" (two and one half inch)thick bituminous concrete base course,and a 1- 1/2" (one and one half inch)thick bituminous concrete wearing course:Class I,Type I,as specified in Section 420 of SSHB. 2. Precast Concrete Curbing will be installed as indicated on the drawings.Precast concrete curbing will be vertical curbing,6" (six inches) wide by 18" (eighteen inches) high,with 5/8" chamfered edges,in standard 8'(eight foot) lengths and curved sections as required by the Site Plan.Curbing will be manufactured in controlled conditions using reinforced 5,000 p.s.i.concrete,6 to 7% air entrained,reinforced with one#4 deformed re-bar top and bottom. 3. Bituminous Cape Cod Berm Curbing will be generally installed at the periphery of parking and driveway areas and in accordance with the Approved Site Plans. Bituminous concrete Cape Cod berm will be Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2C 17 00MM# 16110 PAGE 4 of 18 machine extruded and have a finished width of 12" (twelve inches) and height of 4" (four inches).Mix will comply with SSHB Section M3.11.00 dense mix. 4. Pedestrian Walkways will be 4" (four inch)thick,cast in place 4,000 p.s.i.air entrained concrete,over an 8" (eight inch) compacted gravel base.Surface will be broom finished.Location and layout will be in compliance with the Approved Site Plans. Site Lighting—will be installed in accordance with the requirements of the Local Municipality and in accordance with the photometric plan. 1. The pedestrian walkways will be illuminated by wall mounted,full cut off,LED luminaries. 2. Parking areas and driveways will be illuminated by pole mounted,full cut off,LED fixtures,on poles. The quantity and type of luminaries as indicated on the Photometric Drawings. 3. Field Lighting will be illuminated by pole mounted,full cut off,LED fixtures,on poles.The quantity and type of luminaries as indicated on the Photometric Drawings. 4. Landscaping— Landscaping shall be installed in accordance with the approved Landscaping Plans 1. Deciduous and Ornamental Trees and Shrubs.A combination of trees and border shrubs will be installed in accordance with the minimum requirements of the Local Municipality. 2. Seeded Grass Areas will be established over 6"(six inches) of topsoil at a distribution rate of 5 (five) pounds per 1,000(one thousand) square feet. Landscaping materials will be warranted for 1 (one) year from the date of installation.Seeded areas will be established and maintained for two cuttings. Irrigation System— Irrigation system shall be installed in accordance with the approved Landscaping Plans,and be a complete system . including all necessary piping,backflows,valves,heads transformers wiring and controls. BUILDING General-The building will be designed in accordance with all governing codes and regulations,including but not necessarily limited to:The Mass State Building Code 780 CUR 8th Edition;The Mass Architectural Barriers Board Standards 521C F,The Mass Fuel Gas and Plumbing Code 248 CMR;and other applicable standards as listed at the beginning of these Specifications. All structural work is subject to the tests and inspections in accordance with the approved Structural Testing and Inspection Program The Architects and Engineers,Listed Above,registered in Massachusetts,will prepare the Drawings required to construct the Building. Endo associates architects, inc. laurel oak farm 481 York street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 OOMM# 16110 PAGE 5 of 18 Structural Concrete - Building footings and foundations will be designed in accordance with the recommendations of the project Geotechnical Engineer.The Geotechnical Report for this Project is to be considered part of the Drawings. Regardless of the recommended bearing capacity of the soil,continuous wall footings will be at least 24" (twenty four inches) wide and column footings will be no less than 30" (thirty inches) wide in the least lateral dimension. Exterior footings shall be founded a minimum of 4'(four feet) below exterior grade for frost protection. 1. Concrete for footings and foundations will be 4,000 (four thousand) psi,28-day compressive strength concrete,water/cement ratio,0.58 maximum Concrete reinforcement-Reinforcing Bars will comply with ASTM A615,Grade 60. Concrete Slabs on Grade- 1. The interior concrete slab will bear directly on a compacted(95%) base course of sand and gravel, a minimum of 6" (six inches) thick 2. The concrete will have a compressive strength of 4,500 (four thousand five hundred) p.s.i.water/ cement ratio,0.42 maximum No air will be allowed in concrete for interior slabs. 3. The slab will be cast over a 15 mil poly film vapor retarder in compliance with Chapter 13 of the Mass State Building Code 4. Interior concrete slabs will be reinforced,in thicknesses as indicated on the Structural Foundation Drawings. 5. Slabs will be wet-cured.If approved,the use of a curing compound is to be limited where application of moisture is impractical,where application of such compounds will not jeopardize appearance of concrete or bond to additional concrete, and where concrete surface is to be finished with paint,tiles, water-proofing, roofing or chemical seal.Use type 1 curing compound (except use of type 2 on surfaces exposed to sunlight).applied with.uniform.thickness.and other recommendations by manufacturers. 6. Slabs will have a smooth,machine, steel troweled finish. 7. Slabs shall have saw cut control joints placed in a rectangular grid, at no more than 15 (fifteen) feet in any direction. 8. Control joints shall be left un-filled. Control joints shall be placed in a"pinwheel" manner at interior columns. 9. Pre-molded expansion joint filler shall be used at all perimeter joints between slabs and exterior foundation walls and around all columns,piping and conduits through the floor slab. 10. Slab Flatness and Levelness shall conform to the following Limits:FF =30 FL =25, as defined in ASTM-E 1155 Elevated Concrete Slabs- 1. Elevated interior concrete slabs shall be composite deck 5" (five inches) thick ®.do associates architects, inc. laurel oak.farm 481 yorkz street canton massachusetts 02021 I , CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 ODMM# 16110 PAGE 6 OF 18 2. Reinforcing mesh,shall be as indicated on the drawings. Elevated slab and slab on grade shall have reinforcing mesh sheets 4 x 4 2.9 x 2.9. 3. The concrete will have a compressive strength of 4,500 (four thousand five hundred) p.s.i.water/ cement ratio,0.42 maximum. No air will be allowed in concrete for interior slabs. 4. Slabs will be wet-cured.If approved,the use of a curing compound is to be limited where application of moisture is impractical,where application of such compounds will not jeopardize appearance of concrete or bond to additional concrete, and where concrete surface is to be finished with paint,tiles,waterproofing, roofing or chemical 5. seal. Use type 1 curing compound(except use of type 2 on surfaces exposed to sunlight) applied with uniform thickness and other recommendations by manufacturers. 6. Slabs will have a smooth,machine,steel troweled finish. 7. Slab Flatness and Levelness shall conform to the following Limits: FF = 30 FL =25,as defined in ASTM-E 1155 Interior Masonry - Interior walls where indicated will consist of standard Cement Masonry Units. 8"x 8" x 16",nominal,standard weight.CMU Some 4" veneer block is indicated in the drawings All mortar for brick shall conform to ASTM C220 and shall have a compressive strength of 1800 psi in 28 days, color shall be standard Portland type II. The Elevator Shaft will consist of concrete masonry units.8"x 8" x 16",nominal,standard weight.CMU shall be reinforced in accordance with the Drawings and the requirements of the Mass State Building Code 8th edition. Metals - Metal Decking-Where indicated,the roof decking will be 1-1/2" (one and one half inch),20 ga.type B, galvanized roof deck The composite floor deck shall be galvanized Vulcraft 1.5 VLR 20 or equal. Loose Lintels -Exterior lintels exposed to the elements will be hot dipped galvanized. Light gauge Steel Framing- 1. Interior partition wall joists shall be in sizes as indicated on the Drawings and 22 ga. 2. Interior separation wall joists shall be in sizes as indicated on the drawings of appropriate gauge as designed by the light gauge sub contractor and approved the structural engineer of record,and extend from the floor slab to the underside of the roof deck 3. GWB Control Joints shall be placed in accordance with Industry Standards but not more than 30 feet (30) O.C. ®ndo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 7 OF 18 Wood and Plastics - Wood blocking-Wood used for blocking and nailers will be fire retardant No.2 Grade,Southern Yellow Pine or similar species: Plywood- for sheathing and telephone cut down board shall be 3/4" (three quarter inch)thick fire retardant G D Grade exterior plywood. Thermal and Moisture Protection - Foundation Insulation-perimeter foundation wall insulation will be 2" (two inch)thick rigid Styrofoam insulation,Dow type SB or equal,placed vertically on the inside face of the foundation wall and extending down to a depth of 4'(four feet) below finished exterior grade. Building Insulation-Where indicated, and not covered by the Pre engineered building system,building wall insulation shall be batt type fiberglass insulation,Owens Corning or equal.As detailed on the Drawings. Roof Insulation- On Flat BUR.Roof insulation where indicated will be 4-1/2" (four and one half inch)thick polyisocyanurate R 25 rigid insulation as approved bythe roof membrane manufacturer,placed in two staggered layers of 2" (two inches) each,and one layer of'h" (one half inch) recovery board.Tapered insulation as indicated on the drawings shall conform to this standard,but taper at lh" (one half inches) per foot. Sound Insulation-All interior non thermal partitions will be insulated with 3" (three inch) thick unfaced, friction fit,batt type insulation.Quiet Batt 30,or equal. Air Barrier System- Provide a complete air barrier system between the Ice rink,Basketball Courts,Pool,and the heated areas of the mezzanine and locker rooms,from one manufacturer including,without limitation: primers,surface conditioners,adhesives,flashings,sealers,sealants,mastics,tapes,fillers,cants,and other materials and accessories required or recommended by system manufacturer. a. Air permeance_0.004 cfm/sf at 0.3 inch water gage[1.56 psf]pressure difference. b. Water vapor permeance: ASTM E96 Standard.Required Performance: ;6.0 perms c. Liquid water hydrostatic pressure resistance: AATCC Test Method 127 Pass at;55 cm Above grade vapor retarder type 1-not fire retardant: ASTM D2103 Standard Specification for Polyethylene Film and Sheeting,6 Mils Clear Under Slab Vapor Retarders "Stego Wrap 15 Mil",Stego Industries,LLC www stegoindustnes.conL 1.This is a proprietary specification.No substitutions.Complete System Provide mastic,adhesive,seam tape,and other materials recommended by vapor retarder manufacturer. Above grade vapor retarder type 2- fire retardant: Basis of Design: "ASFR6,Anti Static Fire Retardant 6 Mil Film",Americover,Inc Thickness:6 mils. Color:Opaque white. Water Vapor Permeance:0.13 perms;ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials. ASTM E84 Fire Performance:Class A,flame spread 15, smoke developed =zero. ®,do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 8 of 18 Roof Membrane-The roof membrane where indicated will be a mechanically fastened,FM Class 1-90, .060 thick,black,EPDM system as manufactured by Carlisle,Firestone,or Equal. WARRANTY:No dollar limit,total system warranty. A.Base Bid Warranty Period- Manufacturer. 10 years. B.Alternate Bid Warranty Period-Manufacturer. 15 years. C.Wind Speed Limits:72 miles per hour. Roof Gutters &Downspouts-exterior roof gutters and downspouts will be formed.032" aluminum. Roof Ladder - #531 Cage Ladder-,O'keeffe's,www.okeeffes.com.Height:As shown.Load Capacity:300 pounds. Sealants and Caulking-Will be monolastomeric,or silicone,sealants by GE or approved equal. Exterior Metal Ceilings -shall be prefinished,unvented ribbed.032" duranodic finish aluminum,black or dark bronze in color as manufactured by Peterson Aluminum or equal,with matching trim as required for a complete installation. Pre Engineered Metal Building The entire building,consisting of perimeter walls and roof enclosure and the interior mezzanine structure is a complete and weather tight building system provided and installed under a separate contract from Barnes Buildings,as designed by Metallic Building Systems.This contract includes all necessary primary and secondary framing materials including the mezzanine.It further includes all exterior closure including all insulated and non insulated wall panels,all metal standing seam roofing,trim,gutters and down spouts,and all roof insulation in the main rink and mezzanine areas. The building designated as Building B containing the ice manufacturing equipment and the Batting Cages will have roof purlins and metal decking only.The finished roofing system and insulation is by others under this specification.Refer to Section Single Ply Roofing. Miscellaneous Rough Carpentry— LUMBER BLOCKING: No.2 or Construction Grade.Southern Yellow Pine,Hem-Fir,or Spruce-Pine-Fir. Surfaced smooth,four sides. Moisture Content Prior To Treatment: 19 percent. Preservative Treatment: Required for blocking in contact with roofing,masonry,concrete. Preservative Material:ACQ,alkaline copper quaternary. MISCELLANEOUS ROUGH CARPENTRY-INTERIOR SHEET BLOCKING,MOUNTING BOARDS: Plywood:APA trademarked CD,Exposure 2,and veneer core. Thickness:As shown or,if not shown, nominal 0.75 inch. Fire Retardant Treatment:Required. 1 Fire Performance:ASTM E84,flame spread 25 or less,30 minute test. 2 Identification Label:UL"FRS" classification mark required on each mill piece of wood. 3 Identification Stain:Not allowed for visible wood.May be provided for concealed wood. Fire Stopping and Smoke Stopping MANUFACTURERS: A.Hilti Corporation,www.us.Uti.com Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 OUMM# 16110 PAGE 9 of 18 B.Nelson Firestop Products,www.nelsonfirestop.com C.The RectorSeal Corporation,www.rectorseal.com including brands: 1 Bio Fireshield,www.biofireshield.com 2 Metacaulk,www.metacaulk.com D.Specified Technologies Inc.,wwwstifirestop.com E.3M Corporation,www.3m corn F.W.R.Grace&Company,www.na.graceconstruction.com FIRE STOPPING AND SMOKE STOPPING PERFORMANCE SPECIFICATIONS: A.Building Codes:Meet Building Codes and requirements of authorities having jurisdiction. B.Tested,Listed Fire Stop Systems Required:For each location and condition,provide fire stop systems tested,classified,and listed by nationally recognized independent testing agencies [examples:Underwriters Laboratories,Intertek Warnock Hersey,Factory Mutual,Southwest Research Institute,Omega Point Laboratories]. C.Single Source:For all fire stop systems,provide systems from one manufacturer. D.Standards:Comply with:ASTM E 84[UL 723]Standard Test Method For Surface Burning Characteristics of Building Materials.ASTM E 119[UL 263]Methods of Fire Tests of Building Construction and Materials.ASTM E 814[UL 1479]Standard Test Method For Fire Tests of Through-Penetration Firestops.ASTM E 1399 Test Method for Cyclic Movement and Measuring Minimum and Maximum Joint Width.ASTM E 1966[UL 2079]Test Method For Resistance of Building Joint Systems.ASTM E 2307 Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using Intermediate-Scale,Multi-Story Test Apparatus E.Material Fire Performance: 1 ASTM E84 Flame Spread 25. 2 ASTM E84 Smoke Developed:50. Doors and Windows - Exterior hollow metal doors —Painted Y-0" X T-0" x 1-3/4" 16 ga.insulated hollow metal doors in 14 ga.galvanized welded frames with 4" heads,will be provided at the sprinkler room entrance door.Doors will have Best Series 93K locksets with construction cores.Finish shall be US 26D.Refer to Hardware Schedule on the Drawings. Labeled hollow metal doors—will bear the UL label classification and also comply with FM requirements,be commercial grade,manufactured from 1 rolled g ro cold o ed steel Steelcraft,Ceco,or equal. Hollow metal frames—will be commercial grade, 14 gauge,manufactured from cold rolled steel;Steelcraft, Ceco,or equal.Frames in exterior walls will be galvanized welded steel frames.Frames in interior partitions will be prime painted,welded steel fames.Frames in Interior Masonry Walls shall have 4" heads to Coursing. Labeled hollow metal frames—will bear the UL label classification and also comply with FM requirements,be commercial grade,manufactured from cold rolled steel Steelcraft,Ceco,or equal. Masonite Six Panel Commercial Doors—for interior areas will be as indicated on the drawings.Doors will have Best Series 93K latchsets.Finish shall be US 26D.See hardware schedule on drawings for details. Fiberglass Six Panel Commercial Doors and frames- Chem-pruf or equal—for interior areas will be as indicated on the drawings.Doors will have Best Series 93K latchsets.Finish shall be US 26D.See hardware schedule on drawings for details. judo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 00MM# 16110 PAGE 10 of 18 Window Shutter at Info Booth—Clopay CESC10 standard shutter see Drawings Aluminum Grill Security Roll Up Screen-at Food Concession area- Lawrence Doors or Equal See Drawings Vertical Sectional Overhead doors—Shall be insulated steel Sectional Doors by Overhead Door or Equal in sizes as indicated on the Drawings.Doors shall have electric closers. Aluminum Doors and Windows—Entrances and storefront shall consist of Kawneer or equal,451-T thermally broken frames with 550 style doors.Doors shall have overhead concealed closers.Color shall be clear anodized aluminum. Hardware shall be ADA compliant.Entrances and glazing pattern shall be as detailed on the Drawings.Aluminum windows shall be Kawneer 451-T thermally broken frames or approved equal.Color shall be anodized clear aluminum.Layout pattern shall be as detailed on the Drawings. Door Hardware A.Basis of Design:Best Access Systems,wwwbestaccess.com B.Construction Cores:Provide temporary construction cores all keyed alike. 1 Provide temporary keys to Owner for security and emergency access. 2 Provide core change key to Owner. 3 At Owner occupancy,Owner will remove temporary construction cores. 4 Owner will not return temporary construction cores to Contractor. HARDWARE COMPONENTS:Provide all components,brackets,and accessories needed to provide complete,fully functional door assemblies. HARDWARE FASTENERS:Supplied by hardware manufacturer and finished to match hardware. HARDWARE FINISHES:As scheduled. A.Standard:ANSI/BHMA 156.18. HARDWARE INSTALLATION: A.Comply with manufacturer's instructions and recommendations. B.Use fasteners supplied by hardware manufacturer. C.Provide one fastener for each factory provided fastener hole. D.Adjust all hardware for optimum operation. E.Remove applied labels and temporary protection. F.Clean and polish to uniform luster. G.Set thresholds in full bed of concealed butyl sealant. HARDWARE LOCATIONS: A.Standard ANSI/BHMA Al56.115 Hardware Preparation in Steel Doors with Steel Frames. FINAL HARDWARE SETS:The "Certified Architectural Hardware Consultant" shall provide final hardware sets which meet the design intent of the preliminary hardware sets as indicated on the Drawings,and which provide all hardware needed to provide fully functional,coordinated,properly operating,barrier free,Code complying door assemblies. Gypsum Board Indo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 00MM# 16110 PAGE 11 of 18 STANDARD PERFORMANCE GYPSUM BOARD: A.Standard:ASTM C1396 Standard Specification for Gypsum Board. B.Board Thickness:As shown or,if not shown,0.625 inch. C.Visible Board Long Edges:Tapered. D.Fire Rated Assemblies:Type X. E.Synthetic Gypsum Provide gypsum board manufactured with synthetic gypsum. 1 Acceptable:Flue gas desulfurization gypsum,fluorogypsum,citrogypsum,or titanogypsum. 2 Prohibited:Phosphogypsum[due to radon and radio nuclides]. WET LOCATIONS GYPSUM BOARD/ CEMENT BOARD: Use MR board in all toilet room and shower room areas for walls and ceilings Use Dur-Rock cement board where indicated at the Pool Area. JOINT COMPOUND AND TAPE: A.Standard:ASTM C475 Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board. B.Joint Compound for Standard Performance Board:Ready mixed,all purpose,vinyl compound. C.Joint Tape:Perforated paper or fiberglass mesh,unless restricted by board manufacturer. STANDARD BEADS AND TRIMS:Paper faced metal"tape on" type. A.Control Joint Basis of Design: "Zinc Control Joint No.093",USG Corporation. FASTENERS:#6 diameter,bugle head,minimum 0.5 inch penetration through framing,corrosion resistant coated. A.Standards: 1. ASTM C954 Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness 2. ASTM C1002 Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs ACOUSTIC INSULATION: A.Basis of Design: "SAFB,Sound Attenuation Fire Blankets",Thermafiber,Inc.,wwwthennafiber.com 1.Recycled Content:70 percent. B.Density:2.5 pcf. C.Thickness:As shown or,if not shown,3 inches. D.Size:Coordinate with framing spacing for tight friction fit. E.Facing:Unfaced. F.ASTM E136 Fire Performance:Noncombustible. G.ASTM E84 Fire Performance:Zero flame spread,zero smoke developed. 2.6 ACOUSTICAL JOINT SEALANTS- CONCEALED LOCATIONS: A.Standard:ASTM C834 Standard Specification for Latex-Based Sealing Compounds. B.Basis of Design: "Titebond Acoustical Sound Sealant",Franklin Adhesives,wwwfranklinadhesives.com C.VOC Content:Maximum 43 grams per liter less water. D.ASTM E84 Fire Performance:Zero flame spread,zero smoke developed. Interior Concrete Treatment INTERIOR CONCRETE TREATMENT- SEALER,HARDENER,DUSTPROOFER A.Basis of Design: Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 CC)MM# 16110 PACE 12 of 18 "Sonneborn Kure-N Harden",BASF,wwwbasfbuildingsystems.com "Day Chem Sure Hard J-17",Dayton Superior Corporation,www.daytonsupeliorchemical.com "Eucosil",The Euclid Chemical Company,www euchdchen ical.com B.VOC Content:Zero grams per liter. Wdo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 CUMM# 16110 PAGE 13 of 18 Painting and Coating MANUFACTURERS: Benjamin Moore and Company,Inc.,wwwbenjaminmoore.com Sherwin Williams Company,wwwsherwin-williams.com, PPG Industries,wwwppg.com COLORS: A.Primers: Provide primer color which can be effectively covered by one coat of the finish coat color,even when more than one finish coat is specified. Provide tinted primers for all finish colors other than white. Provide deep base primers for deep,bright,and accent colors. B.Finish Coats: See "Exterior Material Finish Legend". 2.3 BASIC REQUIREMENTS FOR PAINTING AND COATING MATERIALS: A.Quality The highest quality product produced by the manufacturer. B.Primers: Provide primer recommended by finish coat manufacturer for each substrate. C.Secondary Materials: Provide materials approved by the paint system manufacturer. "Secondary materials" include thinners,admixtures,tints,pigments,preparation materials. PAINTING AND COATING SYSTEMS SCHEDULE: This is schedule of systems not paint colon. Paint System 1:Ferrous and Galvanized Metal,But Not Steel Doors and Frames Coat 1:Moore "M42- 70/M42-84 Waterborne Epoxy Primer" at 1.5 to 2.5 mils dry;VOC<136 g/1.Shop Primer: Coat 1 is shop applied where specified.Coat 2:Moore"M73S Waterborne Urethane Semi-Gloss" at 1.5 to 2.5 mils dry, VOC_<213 g/1. Coat 3: Same as above. Paint System 2:Steel Doors and Frames Coat 1:Shop primer.Coat 2:Moore "DTM Acrylic Enamel Semi Gloss P29", 1.5 to 2.5 mils dry;VOC<_206 g/1. Coat 3: Same as above. Paint System 3:Interior Concrete Masonry Walls Coat 1:Moore "Super Spec Masonry H Build Block Filler 206" at 8.5 to 11.4 mils dry;VOC<_45g/1 Coat 2: Moore"Pre-catalized waterborne Epoxy at 1.7-2.0 mils dry;VOC<110 g/1;Water Vapor Permeance <_0.5 perms. Paint System 4:Interior GWB Walls/Ceilings (Lavatories) Coat 1:Moore"Super Spec Latex Vapor Barrier Primer Sealer(260)" at 1.0 mil dry;VOC<45g/1 Coat 2: Moore"Aura Bath&Spa Waterborne Interior Paint- Matte Finish(532)_at 1.0 mils dry;VOC<_110 g/1; Paint System 5:Interior GWB Walls/ Ceilings Coat 1:Moore"Super Spec Latex Vapor Barrier Primer Sealer (260)" at 1.0 mil dry;VOC<_45g/l Coat 2:Moore Regal® Classic Premium Interior Paint - Eggshell Finish(319) at 1.4 mils dry;VOC_<110 g/1; Paint System 6:Interior GWB Walls/ Ceilings Coat 1:Moore "Super Spec Latex Vapor Barrier Primer Sealer (260)" at 1.0 mil dry;VOC<_45g/I Coat 2:Moore "Pre-catalized waterborne Epoxy at 1.7-2.0 mils dry;VOC <_110 g/1;Water Vapor Permeance <_0.5 perms. Interior Steel Main Frames and Columns Coat 1:Moore "M42-70/M42-84 Waterborne EpoxyPrimer" at 1.5 to 2.5 mils dry;VOC_<136 g/1. Coat 2:Moore "Pre-catalized waterborne Epoxy at 1.7-2.0 mils dry; VOC<_110 g/1;Water Vapor Permeance _<0.5 perms. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 14 of 18 Glass and Glazing— 1. Windows will be glazed with 1" insulated glass.Outer lite will be 1/4","PiMngton,Optifloat Gray",Inner lite:will be 1/4" Pilkington,Energy Advantage Low E Glass with the Low E coating on the number three surface.Spacer.will be 1/2" aluminum with a black finish.Corners will be bent corners.Desiccant:will be a moisture absorbing molecular sieve.Primary Seal:will be polyisobutylene,with a minimum width of 1/8". Secondary Seal:will be polysulfide or silicone. 2. Storefront doors in air lock entries will be glazed with 1/4","Pilkington,Optifloat Gray",tempered glass. 3. Storefront doors in other entries will be glazed with 1" insulated glass.Outer lite will be 1/4", "P&ngton,Optifloat Gray",Inner lite:will be 1/4" PM&igton,Energy Advantage Low-E,Glass with the Low E coating on the number three surface.Spacer:will be 1/2" aluminum with a black finish.Corners will be bent corners.Desiccant:will be a moisture absorbing molecular sieve. Primary Seal:will be polyisobutylene,with a minimum width of 1/8".Secondary Seal:-will be polysulfide.or silicone.tempered glass. 4. Mirrors will be 1/4" float glass,unframed with concealed fasteners. Finishes- Acoustic Tile Ceilings-shall be White 2'x 2'x 5/8" lay in tiles with regressed edge.Armstrong Cortega or equal.Suspension shall be standard white 15/16" grid system by Chicago Metallic. GWB Ceilings- shall be 5/8" Standard GWB Ceramic Tile 1. Install 2" X 2" MasterSet un-glazed Floor tile with matching wall base where indicated in the Drawings.Tile shall be Daltile or equal.Color to be selected Quarry Tile 2. Install 6" quarry tile flooring and matching wall base,with epoxy grout at Concession kitchen as indicated on the drawings Carpeting&4"Vinyl base Where indicated on the drawings shall be Patcraft Carpet tiles "Razzle" color to be selected Rubber Flooring"Regupol 9/8" or Power Deck 3/8"Where indicated on the drawings shall be of types indicated on the drawings.Provide transition strips as required between dissimilar materials. Sheet Vinyl sports flooring where indicated on the drawings shall be of types indicated on the drawings. VCT shall be 12" x 12" x 1/8" Tarkett Expressions Where indicated on the drawings Entrance Mat Where indicated on the drawings shall be of types indicated on the drawings. Johnsonite stair treads and landings Where indicated on the drawings shall be of types indicated on the drawings. FRP Wall Panels Where indicated on the drawings shall be of types indicated on the drawings. ®ndo associates architects, inc. laurel oak farm 481 york street canton massaehusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2W COMM# 16110 PAGE 15 of 18 Thin Brick Veneer Where indicated on the drawings shall be of types indicated on the drawings. Horizontal Cement Lap siding and Shingles Where indicated on the drawings shall be of types indicated on the drawings. Specialties — Toilet Partitions—shall be HDPE Solid Plastic Partitions as Manufactured by ASI Global or equal floor mounted,overhead braced,with all required hardware.Finish shall be Pebble Grained.Color to be selected. Locker Room Benches—shall be HDPE Solid Plastic or equal floor pedestal mounted Finish shall be Pebble Grained.Color to be selected. Toilet Room Accessories—shall be Bobrick or equal,stainless steel in sizes and finishes as indicated on the drawings. Diaper Changing Table—Kolala Kare Diaper Changing station KB 200 as indicated on the drawings. Portable Fire Extinguishers—will be supplied and mounted in quantities,sizes,and types,as required by the Local Fire Department. Rink Dashers,Netting,and associated Accessories shall be byAthletica or Equal Special Construction - Swimming Pool-The swimming pool as indicated on the Drawings shall be a complete design build subcontract. 1. The Sub Contractor shall provide all design and submit shop drawings for approval by the Architect. 2. The Pool shall be a Reinforced Cement"Gunite" Swimming pool with plaster surface finish. 3. The Pool Deck shall be installed to the limits indicated on the drawings.Minimum slab thickness shall be 4" reinforced slab,4,000 psi concrete with pebble finish. 4. Water treatment and filtration shall be a complete system byECOsmarte.Using Oxygen and Ionic Copper system.Filtration media shall be ECOsmarte "Glass Pack". 5. 75% of the required pool heating loads shall be provided by a heat exchanger installed by others in the Ice plant.All HDPE Piping shall be brought to the pool equipment room by others under a separate contract.All final piping runs and connections shall be by the Pool subcontractor. 6. This subcontract shall cover supply and installation of all necessary materials including but not limited to: a. Pool,Pool Deck slab and finishes,Skimmer system,all piping,cabling,underwater lighting, filtering,and water treatment,complete dehumidifier system including distribution sock at entire ceiling perimeter,pumps,heaters,controls,wiring,timers,handicapped lift and controls, handrails,ladders,poles with skimmer and hook,life rings,signage,water quality testing equipment and supplies,thermometers,clocks,and all other items necessary to comprise a complete installation for the pool. b. A One Year Warranty on all parts and labor shall be included in this subcontract. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BAFMTABLE,MA AUGUST 30,2017 00MM# 16110 PAGE 16 of 18 c. Contractor shall be responsible for securing all necessary permits and approvals. Ice Rink& Machine Room-The Ice Rink and associated machine room and equipment, as generally indicated on the drawings, is a complete design build project under a separate contract to Everything Ice, from Johnstown, Pennsylvania. Exterior Turf Field-The Exterior turf field is a design build project under a separate contract with Astroturf. Elevator— General-Elevator system shall be G2L 3520 by Otis Elevator in a one cab layout. Entryway shall be stainless steel.Cab doors shall;be stainless steel;interior cab finish to be selected from manufacturer's standard options Plumbing- General-All plumbing systems will be designed and installed in accordance with the Massachusetts Fuel Gas and Plumbing Code 248 CMR. Waste and Drain Piping-will be standard weight cast iron pipe and copper tube DWV. Water Piping-will be type"L" copper pipe with cast or wrought copper fittings.Lead free solder will be used. Gas Piping- will be schedule 40,screw pipe and fittings for 2 (two) inch and smaller, Schedule 40 pipe,welded for 2-1/2 (two and one half) inch and larger. Gas piping based on a single gas meter will be included. Gas meter to one location at rear elevation will also be provided as indicated on the drawings. Valves -will be Jenkins,Nibco-Scott or equal;ball valves for isolation on supply and return piping;Cocks for balance. Stop Valves- all fixtures,hose bibs,rough-ins,etc.will be supplied with stop valves to prevent shutting down the entire water system when performing maintenance. Drains and Cleanouts- Heavy duty flush floor drains and cleanouts,manufactured by Josam,Zurn,or equal. Finished floors shall receive nickel bronze,non-slip,serrated access cover.Concrete floors shall receive bronze non-slip scoriated access cover. Insulation-All hot and cold water piping 3/4 (three quarter) inch and smaller shall be insulated with 3/4(three quarter) inch thick 4 (four) pound density fiberglass.Piping 1(one) inch and larger shall be insulated with 1 (one) inch thick 4 (four) pound density fiberglass.Insulation will be complete with factory applied vapor barrier all purpose jacket.Fittings,flanges and valves for pipe sized 4(four) inches and smaller shall be similarly insulated. Fixtures-Refer to Plumbing Drawings for Fixture Schedule.Plumbing fixtures will be Eljer or equal.Men's and women's toilet rooms per plan will have regular wall hung vitreous china water closets,with Sloan or equal automatic flush valves.Urinals shall be waterless type. Lavatory sinks will be wall hung vitreous china,with automatic mixing faucets.One janitor's service sink will be installed at each floor.Domestic hot water will be ®ndo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 OOMM# 16110 PAGE 17 OF 18 provided from electric hot water heaters refer to the Drawings for details.Water coolers will be installed in areas as per plan. Fire Protection— General-The Fire protection system is a design build system based upon the following requirements: A wet and dry pipe, automatic, sprinkler system will be installed throughout the building. The system will be designed to meet NFPA, state and local governmental requirements. The automatic sprinkler system will be designed in accordance with NFPA#13 and be based on adequate water pressure (flow test to be included to assure proper pressure). The building will be sprinklered utilizing concealed and exposed heads for Light Hazard with a.1 GPM over the most remote 1,500 (fifteen hundred) square feet in all areas other than the ice rink Locat exception shall be reqested by the FP Contractor for no coverage over the Ice surface.The dry pipe system shall protect the seating areas only in the ice .rinks. The final design will be done in accordance with Insurance Underwriters requirements and F.D. requirements. One sprinkler entry with backflow preventer, gong and electric bell will be provided. Fire department connections will be provided in accordance with NFPA and local Fire Department requirements. Heating,Ventilating and Air Conditioning— The design is based upon Carrier Equipment as indicated on the Drawings. Should.the Contractor wish to substitute a different manufacturer, the cost of modifying the Structural Mechanical, Plumbing, Electrical, and Architectural drawings and required modifications to the structural steel frame will be charged against this subcontract, and be deducted from the actual subcontract price. General-A mechanical system will be provided for the building as indicated on the drawings.Each unit will have the ability to control the environment of the space. The system will consist of rooftop mounted, gas fired, heating and cooling units, with constant speed fans, and economizer cycles, and one vav unit for the core area. Sizes and locations as indicated on the Drawings. The Boiler and piping system including hot water coils for the core area shall be in L copper pipe,insulated.Boiler and pump as specified with 3 way valves as specified. The work will include: rooftop units, all necessary ductwork, and diffusers, controls and control wiring, and system start up. Ventilation systems will consist of roof mounted and wall mounted,exhaust fans,as specified on the drawings,installed in conformance with applicable codes. Electrical— General - The complete electrical system will be designed and installed in accordance with the National Electric code and all other applicable codes. A pad-mounted transformer and primary service and a high voltage secondary service will be furnished and installed. The main switchboard-Refer to the Electric Drawings for details.will total 1200 amps at 277/480 volt,and will be of NEMA Class II construction. 277/480 volt and 120/208 volt,three-phase, four-wire, building distribution and power system, including distribution panelboards, local lighting and power panels, disconnect switches, ®ndo associates architects, inc. laurel oak farm 481 yorh street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 00MM# 16110 PAGE 18 of 18 raceways, cables, junction and pull boxes, terminal cabinets, wireways, and all other components and fittings required for a complete system as indicated on the drawings. Panelboards and Breakers- will be manufactured by Square D., Westinghouse, General Electric, ITE or equal. Each panel will have a minimum of ten percent (10%) spare breaker capacity. Panelboards will have NEMA 1 general-purpose enclosures and will be surface or flush mounted as required. All panelboards will be rated for the intended voltage and will be in accordance with the Underwriters Laboratories, Inc. "Standard for Panelboards" and "Standard for Cabinets and Boxes" and will be so labeled. The circuit breakers in the panelboard will be quick-make,quick-break,trip indicating,and be of the bolt-in type. These breakers will also be manually operated and closed at will and will indicate the "on" and"off" position of the handle. Conductors-will be 600-volt insulation copper.Conductors larger than No.2 (100A) may be aluminum.No wire smaller than No. 12 AWG will be used for power or lighting and no wire smaller than No. 14 AWG will be used in any control or signal circuit. It is the intent of this project to have all conduit and wire (pipe and pull) for all main feeders and branch circuits. Final connections may be made with type AC Cable. Fixtures - 1. See Lighting Fixture Schedule on the drawings. Power outlets - as shown on the drawings. Fire Alarm System- A manual and automatic fire alarm system will be provided consisting of speaker/light units,pull stations,duct smoke detectors,and smoke detectors,control panel and sprinkler tie-in. The system will be designed and installed in compliance with the requirements of Chapter 9 of the Massachusetts State Building Code, 780 CNiR. There will be a control panel in the main entrance lobby. The system will be addressable, complete with control panel,Radio master box and Knox box. Telephone/Data- The work includes 3 (three) empty (Four) inch telephone service conduit with pull strings from the street utilitypole to the electric room and one (1) 3/" x 4'x 8'plywood service backboard in the building electric room.All other data/telephone work is to be by the Owner. End of Specifications Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 i CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 1 of 18 GENERAL This project shall be constructed in accordance with Drawings and Details prepared bythe Following Design Team Architect: Pando Associates Architects,Inc.,481 York Street,Canton,MA Structural Engineer. Michael P Waterman,PE.,2A Austin Kelley Lane,Southborough,MA Geotechnical Engineer: KMM Geotechnical Consultants,7 Marshall Rd,Hampstead,NH MEP Engineer. TWB Associates Inc. 130 Liberty Street 3B Brockton,MA Site/ Civil/Landscape Falmouth Engineering, 17 Academy Lane Ste 200,Falmouth,MA Where there is a discrepancy between this document and the Drawings prepared for this project,the information on the drawings shall govern.If there is a conflict between these specifications and the Drawings,The Architect will issue a clarification upon receipt of written notice of such conflict.The Architect will be the sole arbiter in such cases. APPLICABLE STANDARDS Throughout these Specifications reference is made to codes and standards which establish qualities and types of workmanship and materials,and which establish methods for testing and reporting on the pertinent characteristics.Applicable standards listed in these Specifications include,but are not necessarily limited to,standards promulgated bythe following agencies and organizations: AASHTO=American Association of State Highway and Transportation Officials,341 National Press Building, Washington D.C.20004 AC[ = American Concrete Institute,Box 19150,Redford Station,Detroit,Michigan 48129 AISC =American Institute of Steel Construction,Inc. 1221 Avenue of the Americas,NY,NY 10020 ANSI =American National Standards Institute, 1430 Broadway,New York,New York 10018 ASTM =American Society for Testing and Materials, 1916 Race Street,Philadelphia,Pennsylvania 19103 AWS = American Welding Society,Inc.,2501 N.W.7th Street,Miami,Florida,33125 AWWA =American Water Works Association,Inc.6666 West Quincy Avenue,Denver Colorado 80235 BOCA =Building Officials Code Administration 4051 West Flossmore Road,Country Club Hills,IL60478-5795 CRSI =Concrete Reinforcing Steel Institute,228 North LaSalle Street,Chicago,Illinois 60610 NEC=National Electric Code (see NFPA) ®ndo associates architects, inc. laurel oak farm 481 York street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,M, AUGUST 30,2017 COMM# 16110 PAGE 2 of 18 NEMA =National Electric Manufacturers Association, 155 East 44th Street,New York,New York 10017 NFPA =National Fire Protection Association,Batterymarch Park,Quincy,Massachusetts 02269 SDI = Steel Deck Institute, 135 Addison Avenue,Elmhurst,Illinois 60125 MHD=Massachusetts Highway Department Standard Specifications for Highways and Bridges SSPC=Steel Structures Painting Council,4400 5th Avenue,Pittsburgh,Pennsylvania 15213 SSFM =Standard Specifications for Highways and Bridges (See AASHI'O) TCA= Tile Council of America,Inc.,P.O.Box 326 Princeton,New Jersey 08540 UL = Underwriters'Laboratories,Inc.207 East Ohio Street,Chicago,Illinois 60611 SITEWORK General: Site development for this project will be completed in compliance with the following development standards and in accordance with the Approved Site Plans prepared by Falmouth Engineering and any additional modifications required by the governing authorities issuing Site Plan Approval for this project. Site Preparation: The Services of a registered Geotechnical Engineer will be retained to perform test borings and make recommendations for structural development of the site.Portions of the site will be cut,grubbed,and cleared in accordance with the final Construction Documents.The building pad,pavement areas,storm water retention/detention areas and associated subsurface disposal areas will be prepared in accordance with the final Construction Documents.Where ledge or unsuitable material is encountered that affects the development of the site,these materials will be removed under the direction of the Geotechnical Engineer. Site Utilities: The following utilities will be installed in conjunction with the project: 1. Electric—Primary underground electric service and transformer pad will be brought to the transformer location.Secondary,three-phase power will be brought to the building.Electric service will be placed in accordance with the site plans,electric plans and in accordance with the requirements of the local electric utility. 2. Telephone &Data- underground cabling will be brought to the building in 3 (three) 4" underground conduits.Conduits shall run from the utility pole in the street to a 2'x 3'fiberglass telephone manhole installed in the grass area outside of the electric room.And then the conduits shall run underground into the first floor electric room.All conduits shall have pull strings installed as approved by the Local Tel Co. 3. Municipal Water System - for Domestic and Fire protection uses will be brought to the building.Sizes of services will be appropriate for the intended design,and in accordance with the site and plumbing plans. ®.do associates architects, inc. laurel oak'farm 481 York street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 GOMM# 16110 PACE 3 of 18 Water Service Piping,Ductile Iron Pipe- Class 52,will complywith AWWA C153.Gate Valves will comply with AWWA C509 250 psi.Ductile Iron fittings will comply with AWWA C153.System Chlorination will comply with AWWA G601 4. Fire Hydrants- approved bythe local Fire Department,will be installed in accordance with final Construction Documents.Hydrants will be isolated from mains with gate valves.Piping will be Class 52 ductile iron pipe or equal. 5. Sanitary Sewerage System—Municipal sanitary sewerage piping will be installed in accordance with Site Plan Approvals.Sewer manholes will be precast concrete,H 20 loading,ASTM C478.Covers and frames will be designed for H 20 loading.Sanitary sewerage piping will be PVC Class 160(SDR26) "ringtite" sewer pipe or equal. 6. Storm Drainage—Systems to handle storm water will be installed in accordance with Site Plan Approvals granted by the Local Municipality.Groundwater recharge systems to handle clean,roof storm water,and systems to handle surface run-off from paved and landscaped areas.Drainage structures will be precast concrete,H 20 loading,ASTM C478.Covers,Grates and frames will be designed for H 20 loading. Drainage piping material will vary based upon the final approved design.Piping materials will be:Non- reinforced concrete pipe (NRCP);Extra strength,complying with ASTM C14;Reinforced concrete pipe (RCP),Complying with ASTM C76;Polyvinyl chloride pipe (PVC),Class SD-35 as manufactured byJohns- Manville.Polyethylene material in plastic couplings:Comply with ASTM D2952. 7. Natural Gas- service will be"installed,sized for the intended design. Bituminous Concrete Pavement- 1. Two types of pavement will be installed in accordance with the details on the Drawings,or if not detailed as follows; a. For driveways and parking areas that predominantly carry automobile traffic,Pavement will be 3- 1/2" (Three and one half inch)thick and consist of a compacted(95%) granular base 12" (twelve inch) thick;a 2-1/2" (two and one half inch) thick bituminous concrete base course,and a 1- 1/2" (one and one half inch)thick bituminous concrete wearing course:Class I,Type I,as specified in Section 420 of SSHB. 2. Precast Concrete Curbing will be installed as indicated on the drawings.Precast concrete curbing will be vertical curbing,6" (six inches) wide by 18" (eighteen inches) high,with 5/8" chamfered edges,in standard 8'(eight foot) lengths and curved sections as required by the Site Plan.Curbing will be manufactured in controlled conditions using reinforced 5,000 p.s.i.concrete,6 to 7% air entrained,reinforced with one#4 deformed re-bar top and bottom 3. Bituminous Cape Cod.Berm Curbing will be generally installed at the periphery of parking and driveway areas and in accordance with the Approved Site Plans. Bituminous concrete Cape Cod berm will be judo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 00MM# 16110 PAGE 4 of 18 machine extruded and have a finished width of 12" (twelve inches) and height of 4" (four inches).Mix will comply with SSFIB Section M3.11.00 dense mix. 4. Pedestrian Walkways will be 4" (four inch)thick,cast in place 4,000 p.s.i.air entrained concrete,over an 8" (eight inch) compacted gravel base.Surface will be broom finished.Location and layout will be in compliance with the Approved Site Plans. Site Lighting-will be installed in accordance with the requirements of the Local Municipality and in accordance with the photometric plan. 1. The pedestrian walkways will be illuminated by wall mounted,full cut off,LED luminaries. 2. Parking areas and driveways will be illuminated by pole mounted,full cut off,LED fixtures,on poles. The quantity and type of luminaries as indicated on the Photometric Drawings. 3. Field Lighting will be illuminated by pole mounted,full cut off,LED fixtures,on poles.The quantity and type of luminaries as indicated on the Photometric Drawings. 4. Landscaping- Landscaping shall be installed in accordance with the approved Landscaping Plans 1. Deciduous and Ornamental Trees and Shrubs.A combination of trees and border shrubs will be installed in accordance with the minimum requirements of the Local Municipality. 2. Seeded Grass Areas will be established over 6"(six inches) of topsoil at a distribution rate of 5 (five) pounds per 1,000 (one thousand) square feet. Landscaping materials will be warranted for 1 (one)year from the date of installation.Seeded areas will be established and maintained for two cuttings. Irrigation System- Imigation system shall be installed in accordance with the approved Landscaping Plans,and be a complete system including all necessarypipmg,backflows,valves,heads transformers wiring and controls. BUILDING General-The building will be designed in accordance with all governing codes and regulations,including but not necessarily limited to:The Mass State Building Code 780 CMR 8th Edition;The Mass Architectural Barriers Board Standards 521CMR;The Mass Fuel Gas and Plumbing Code 248 CMR;and other applicable standards as listed at the beginning of these Specifications. All structural work is subject to the tests and inspections in accordance with the approved Structural Testing and Inspection Program.The Architects and Engineers,Listed Above,registered in Massachusetts,will prepare the Drawings required to construct the Building. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 5 of 18 Structural Concrete - Building footings and foundations will be designed in accordance with the recommendations of the project Geotechnical Engineer.The Geotechnical Report for this Project is to be considered part of the Drawings. Regardless of the recommended bearing capacity of the soil,continuous wall footings will be at least 24" (twenty four inches) wide and column footings will be no less than 30" (thirty inches)wide in the least lateral dimension. Exterior footings shall be founded a minimum of 4'(four feet) below exterior grade for frost protection. 1. Concrete for footings and foundations will be 4,000(four thousand)psi,28-day compressive strength concrete,water/cement ratio,0.58 maximum. Concrete reinforcement-Reinforcing Bars will comply with ASTM A615,Grade 60. Concrete Slabs on Grade- 1. The interior-concrete slab will bear directly on a compacted(95%) base course of sand and gravel,a minimum of 6" (six inches) thick 2. The concrete will have a compressive strength of 4,500 (four thousand five hundred) p.s.i.water/ cement ratio,0.42 maximum.No air will be allowed in concrete for interior slabs. 3. The slab will be cast over a 15 mil poly film vapor retarder in compliance with Chapter 13 of the Mass State Building Code 4. Interior concrete slabs will be reinforced,in thicknesses as indicated on the Structural Foundation Drawings. 5. Slabs will be wet-cured.If approved,the use of a curing compound is to be limited where application of moisture is impractical,where application of such compounds will not jeopardize appearance of concrete or bond to additional concrete, and where concrete surface is to be finished with paint,tiles, water-proofing,roofing or chemical seal. Use type 1 cuing compound (except use of type 2 on surfaces exposed to sunlight) applied with uniform thickness and other recommendations by manufacturers. 6. Slabs will have a smooth, machine,steel troweled finish. 7. Slabs shall have saw cut control joints placed in a rectangular grid, at no more than 15 (fifteen) feet in any direction. 8. Control joints shall be left un-filled. Control joints shall be placed in a"pinwheel" manner at interior columns. 9. Pre-molded expansion joint filler shall be used at all perimeter joints between slabs and exterior foundation walls and around all columns,piping and conduits through the floor slab. 10. Slab Flatness and Levelness shall conform to the following Limits: FF =30 FL =25, as defined in ASTM-E 1155 Elevated Concrete Slabs- 1. Elevated interior concrete slabs shall be composite deck 5" (five inches) thick Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 f - CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 QOMM# 16110 PAGE 6 of 18 2. Reinforcing mesh shall be as indicated on the drawings.Elevated slab and slab on grade shall have reinforcing mesh sheets 4 x 4 2.9 x 2.9. 3. The concrete will have a'compressive strength of 4,500 (four thousand five hundred) p.s.i.water/ cement ratio,0.42 maximum No air will be allowed in concrete for interior slabs. 4. Slabs will be wet-cured.If approved,the use of a curing compound is to be limited where application of moisture is impractical,where application of such compounds will not jeopardize appearance of concrete or bond to additional concrete, and where concrete surface is to be finished with paint,tiles,waterproofing,roofing or chemical 5. seal. Use type 1 curing compound(except use of type 2 on surfaces exposed to sunlight) applied with uniform thickness and other recommendations by manufacturers. 6. Slabs will have a smooth,machine,steel troweled finish. 7. Slab Flatness and Levelness shall conform to the following Limits: FF =30 FL =25, as defined in ASTM-E 1155 Interior Masonry - Interior walls where indicated will consist of standard Cement Masonry Units. 8"x 8" x 16",nominal,standard weight.CMU Some 4" veneer block is indicated in the drawings All mortar for brick shall conform to ASTM C220 and shall have a compressive strength of 1800 psi in 28 days, color shall be standard Portland type II. The Elevator Shaft will consist of concrete masonry units.8"x 8" x 16",nominal,standard weight.CMU shall be reinforced in accordance with the Drawings and the requirements of the Mass State Building Code 8th edition. Metals - Metal Decking-Where indicated,the roof decking will be 1-1/2" (one and one half inch),20 ga.type B, galvanized roof deck The composite floor deck shall be galvanized Vulcraft 1.5 VLR 20 or equal. Loose Lintels-Exterior lintels exposed to the elements will be hot dipped galvanized. Light gauge Steel Framing- 1. Interior partition wall joists shall be in sizes as indicated on the Drawings and 22 ga. 2. Interior separation wall joists shall be in sizes as indicated on the drawings of appropriate gauge as designed by the light gauge sub contractor and approved the structural engineer of record,and extend from the floor slab to the underside of the roof deck 3. GWB Control Joints shall be placed in accordance with Industry Standards but not more than 30 feet(30) O.C. ®ndo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM k 16110 PAGE 7 of 18 Wood and Plastics - Wood blocking-Wood used for blocking and nailers will be fire retardant N6.2 Grade,Southern Yellow Pine or similar species. Plywood-for sheathing and telephone cut down board shall be 3/4" (three quarter inch)thick fire retardant G D Grade exterior plywood. Thermal and Moisture Protection - Foundation Insulation-perimeter foundation wall insulation will be 2" (two inch)thick rigid Styrofoam insulation,Dow type SB or equal,placed vertically on the inside face of the foundation wall and extending down to a depth of 4'(four feet) below finished exterior grade. Building Insulation-Where indicated,and not covered by the Pre engineered building system,building wall insulation shall be batt type fiberglass insulation,Owens Corning or equal.As detailed on the Drawings. Roof Insulation- On Flat BUR. Roof insulation where indicated will be 4-1/2" (four and one half inch)thick polyisocyanurate R 25 rigid insulation as approved bythe roof membrane manufacturer,placed in two staggered layers of 2" (two inches) each,and one layer of 1h" (one half inch) recovery board.Tapered insulation as indicated on the drawings shall conform to this standard,but taper at 1h" (one half inches)per foot. Sound Insulation-All interior non thermal partitions will be insulated with 3" (three inch)thick unfaced, friction fit,batt type insulation.Quiet Batt 30,or equal. Air Barrier System- Provide a complete air barrier system between the Ice rink,Basketball Courts,Pool,and the heated areas of the mezzanine and locker rooms,from one manufacturer including,without limitation: primers,surface conditioners,adhesives,flashings,sealers,sealants,mastics,tapes,fillers,cants,and other materials and accessories required or recommended by system manufacturer. a. Air permeance_0.004 cfm/sf at 0.3 inch water gage[1.56 psf]pressure difference. b. Water vapor permeance: ASTM E96 Standard.Required Performance:;6.0 perms c. Liquid water hydrostatic pressure resistance: AATCC Test Method 127 Pass at;55 cm Above grade vapor retarder g po eta der type 1-not fire retardant: ASTM D2103 Standard Specification for Polyethylene Film and Sheeting,6 Mils Clear Under Slab Vapor Retarders "Stego Wrap 15 Mil",Stego Industries,LLC,wwwstegoindustries.com. 1.This is a proprietary specification.No substitutions.Complete System Provide mastic,adhesive,seam tape,and other materials recommended by vapor retarder manufacturer. Above grade vapor retarder type 2- fire retardant: Basis of Design: "ASFR6,Anti Static Fire Retardant 6 Mil Film",Americover,Inc Thickness:6 mils. Color:Opaque white. Water Vapor Permeance:0.13 perms;ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials. ASTM E84 Fire Performance:Class A,flame spread 15, smoke developed =zero. Mode,associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 8 of 18 Roof Membrane-The roof membrane where indicated will be a mechanically fastened,FM Class 1-90, .060 thick,black,EPDM system as manufactured by Carlisle,Firestone,or Equal. WARRANTY:No dollar limit,total system warranty. A.Base Bid WanrantyPeriod-Manufacturer. 10 years. B.Alternate Bid Warranty Period-Manufacturer: 15 years. C.Wind Speed Limits:72 miles per hour. Roof Gutters &Downspouts-exterior roof gutters and downspouts will be formed.032" aluminum Roof Ladder - #531 Cage Ladder",O'keeffe's,wwwokeeffes.com Height:As shown.Load Capacity:300 pounds. Sealants and Caulking-Will be monolastomeric,or silicone,sealants by GE or approved equal. Exterior Metal Ceilings-shall be prefinished,unvented ribbed.032" duranodic finish aluminum,black or dark bronze in color as manufactured by Peterson Aluminum or equal,with matching trim as required for a complete installation. Pre Engineered Metal Building The entire building,consisting of perimeter walls and roof enclosure and the interior mezzanine structure is a complete and weather tight building system provided and installed under a separate contract from Barnes Buildings,as designed by Metallic Building Systems.This contract includes all necessary primary and secondary framing materials including the mezzanine.It further includes all exterior closure including all insulated and non insulated wall panels,all metal standing seam roofing,trim,gutters and down spouts,and all roof insulation in the main rink and mezzanine areas. The building designated as Building B containing the ice manufacturing equipment and the Batting Cages will have roof purlins and metal decking only.The finished roofing system and insulation is by others under this specification.Refer to Section Single Ply Roofing. Miscellaneous Rough Carpentry— LUMBER BLOCKING: No.2 or Construction Grade.Southern Yellow Pine,Hem-Fir,or Spruce-Pine-Fir. Surfaced smooth,four sides. Moisture Content Prior To Treatment: 19 percent. Preservative Treatment: Required for blocking in contact with roofing,masonry,concrete. Preservative Material:ACQ,alkaline copper quaternary. MISCELLANEOUS ROUGH CARPENTRY-INTERIOR SHEET BLOCKING,MOUNTING BOARDS: Plywood:APA trademarked,CD,Exposure 2,and veneer core. Thickness:As shown or,if not shown, nominal 0.75 inch. Fire Retardant Treatment:Required. 1 Fire Performance:ASTM E84,flame spread 25 or less,30 minute test. 2 Identification Label:UL"FRS" classification mark required on each mill piece of wood. 3 Identification Stain:Not allowed for visible wood.Maybe provided for concealed wood. Fire Stopping and Smoke Stopping MANUFACTURERS: A.Hilti Corporation,www.us.Hti.com Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 9 of 18 B.Nelson Firestop Products,wwwnelsonfirestop.com C.The RectorSeal Corporation,wwwrectorseal com including brands: 1 Bio Fireshield,www.biofireshield.com 2 Metacaulk,www metacaulk com D.Specified Technologies Inc.,www.stifirestop.com E.3M Corporation,www 3m com F.W.R.Grace&Company,www.na.graceconstruction.com FIRE STOPPING AND SMOKE STOPPING'PERFORMANCE SPECIFICATIONS: A.Building Codes:Meet Building Codes and requirements of authorities having jurisdiction. B.Tested,Listed Fire Stop Systems Required For each location and condition,provide fire stop systems tested,classified,and listed by nationally recognized independent testing agencies [examples:Underwriters Laboratories,Intertek Warnock Hersey,Factory Mutual,Southwest Research Institute,Omega Point Laboratories]. C.Single Source:For all fire stop systems,provide systems from one manufacturer. D.Standards:Comply with:ASTM E 84[UL 723]Standard Test Method For Surface Burning Characteristics of Building Materials.ASTM E 119[U1-263]Methods of Fire Tests of Building Construction and Materials.ASTM E 814[UL 1479]Standard Test Method For Fire Tests of Through-Penetration Firestops.ASTM E 1399 Test Method for Cyclic Movement and Measuring Minimum and Maximum Joint Width.ASTM E 1966[UL 2079]Test Method For Resistance of Building Joint Systems.ASTM E 2307 Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using Intermediate-Scale,Multi Story Test Apparatus E.Material Fire Performance: 1 ASTM E84 Flame Spread:25. 2 ASTM E84 Smoke Developed:50. Doors and Windows - Exterior hollow metal doors —Painted Y-0" X T-0" x 1-3/4" 16 ga.insulated hollow metal doors in 14 ga.galvanized welded frames with 4" heads,will be provided at the sprinkler room entrance door.Doors will have Best Series 93K locksets with construction cores.Finish shall be US 26D.Refer to Hardware Schedule on the Drawings. Labeled hollow metal doors—will bear the UL label classification and also comply with FM requirements,be commercial grade,manufactured from cold rolled steel Steeknaft,Ceco,or equal. Hollow metal frames will be commercial grade, 14 gauge,manufactured from cold rolled steel;Steelcraft, Ceco,or equal.Frames in exterior walls will be galvanized welded steel frames.Frames in interior partitions will be prime painted,welded steel frames.Frames in Interior Masonry Walls shall have 4" heads to Coursing. Labeled hollow metal frames—will bear the UL label classification and also comply with FM requirements,be commercial grade,manufactured from cold rolled steel Steelcraft,Ceco,or equal. Masonite Six Panel Commercial Doors—for interior areas will be as indicated on the drawings.Doors will have Best Series 93K latchsets.Finish shall be US 26D.See hardware schedule on drawings for details. Fiberglass Six Panel Commercial Doors and frames- Chem-pruf or equal—.for interior areas will be as indicated on the drawings.Doors will have Best Series 93K latchsets.Finish shall be US 26D.See hardware schedule on drawings for details. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 f CAPE COD TRAINING CENTER BARNSTABLE,MA AUGU5T 30,2017 00MM# 16110 PAGE 10 of 18 Window Shutter at Info Booth—Clopay CESC10 standard shutter see Drawings Aluminum Grill Security Roll Up Screen-at Food Concession area- Lawrence Doors or Equal See Drawings Vertical Sectional Overhead doors—Shall be insulated steel Sectional Doors by Overhead Door or Equal in sizes as indicated on the Drawings.Doors shall have electric closers. Aluminum Doors and Windows—Entrances and storefront shall consist of Kawneer or equal,451-T thermally broken frames with 550 style doors.Doors shall have overhead concealed closers.Color shall be clear anodized aluminum. Hardware shall be ADA compliant.Entrances and glazing pattern shall be as detailed on the Drawings.Aluminum windows shall be Kawneer 451-T thermally broken frames or approved equal Color shall be anodized clear aluminum Layout pattern shall be as detailed on the Drawings. Door Hardware A.Basis of Design:Best Access Systems,www.bestaccess.com B.Construction Cores:Provide temporary construction cores all keyed alike. 1 Provide temporary keys to Owner for security and emergency access. 2 Provide core change key to Owner. 3 At Owner occupancy,Owner will remove temporary construction cores. 4 Owner will not return temporary construction cores to Contractor. HARDWARE COMPONENTS:Provide all components,brackets,and accessories needed to provide complete,fully functional door assemblies. HARDWARE FASTENERS:Supplied by hardware manufacturer and finished to match hardware. HARDWARE FINISHES:As scheduled. A.Standard:ANSI/BHMA 156.18. HARDWARE INSTALLATION: A.Complywith manufacturer's instructions and recommendations. B.Use fasteners supplied by hardware manufacturer. C.Provide one fastener for each factory provided fastener hole. D.Adjust all hardware for optimum operation. E.Remove applied labels and temporary protection. F.Clean and polish to uniform luster. G.Set thresholds in full bed of concealed butyl sealant. HARDWARE LOCATIONS: A.Standard:ANSI/BHMA Al56.115 Hardware Preparation in Steel Doors with Steel Frames. FINAL HARDWARE SETS:The "Certified Architectural Hardware Consultant" shall provide final hardware sets which meet the design intent of the preliminary hardware sets as indicated on the Drawings,and which provide all hardware needed to provide fully functional,coordinated,properly operating,barrier free,Code complying door assemblies. Gypsum Board M.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 GOMM# 16110 PAGE 11 of 18 STANDARD PERFORMANCE GYPSUM BOARD: A.Standard:ASTM C1396 Standard Specification for Gypsum Board B.Board Thickness:As shown or,if not shown,0.625 inch. C.Visible Board Long Edges:Tapered. D.Fire Rated Assemblies:Type YL E.Synthetic Gypsum:Provide sum board manufactured with synthetic sum. yn yP gYP Yn gypsum. 1 Acceptable:Flue gas desulfurization gypsum,fluorogypsum,citrogypsum,or titanogypsum. 2 Prohibited:Phosphogypsum[due to radon and radio nuclides]. WET LOCATIONS GYPSLJM BOARD/CEMENT BOARD: Use MR board in all toilet room and shower room areas for walls and ceilings Use Dur-Rock cement board where indicated at the Pool Area. JOINT COMPOUND AND TAPE: A.Standard.ASTM C475 Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board. B.Joint Compound for Standard Performance Board:Ready mixed,all purpose,vinyl compound. C.Joint Tape:Perforated paper or fiberglass mesh,unless restricted by board manufacturer. STANDARD BEADS AND TRIMS:Paper faced metal"tape on"type. A.Control Joint Basis of Design: "Zinc Control Joint No.093",USG Corporation. FASTENERS:#6 diameter,bugle head,minimum 0.5 inch penetration through framing,corrosion resistant coated. A.Standards: 1. ASTM C954 Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness 2. ASTM C1002 Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs ACOUSTIC INSULATION: A.Basis of Design: "SAFB,Sound Attenuation Fire Blankets",Thermafiber,Inc.,wwwthennafiber.com 1.Recycled Content:70 percent. B.Density:2.5 pcf. C.Thickness:As shown or,if not shown,3 inches. D.Size:Coordinate with framing spacing for tight friction fit. E.Facing:Unfaced F.ASTM E136 Fire Performance:Noncombustible. G.ASTM E84 Fire Performance:Zero flame spread,zero smoke developed. 2.6 ACOUSTICAL JOINT SEALANTS- CONCEALED LOCATIONS: A.Standard:ASTM C834 Standard Specification for Latex-Based Sealing Compounds. B.Basis of Design:"Titebond Acoustical Sound Sealant",Franklin Adhesives,www.franklinadhesives.com C.VOC Content:Maximum 43 grams per liter less water. D.ASTM E84 Fire Performance:Zero flame spread,zero smoke developed. Interior Concrete Treatment INTERIOR CONCRETE TREATMENT- SEALER,HARDENER,DUSTPROOFER A.Basis of Design: Bodo associates architects, inc. laurel oak farm 481 york street, canton massachusetts 02021 I CAPE COD TRAINING CENTER BARNSTABLE MA AUGUST 30,2017 COMM# 16110 PAGE 12 of 18 "Sonneborn Kure-N Harden",BASF,wwwbasfbddingsystems.com "Day Chem Sure Hard J-17",Dayton Superior Corporation,www.daytonsuperiorchemical.com "Eucosil",The Euclid Chemical Company,www.euchdchemical.com B.VOC Content:Zero grams per liter. i Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABL.E,MA AUGUST 30,2017 COMM# 16110 PAGE 13 of 18 Painting and Coating MANUFACTURERS: Benjamin Moore and Company,Inc.,wwwbenjaminmoore.com Sherwin Williams Company,www sherwin-williams.com, PPG Industries,www.ppg.com COLORS: A.Primers: Provide primer color which can be effectively covered by one coat of the finish coat color,even when more than one finish coat is specified. Provide tinted primers for all finish colors other than white. Provide deep base primers for deep,bright,and accent colors. B.Finish Coats: See "Exterior Material Finish Legend". 2.3 BASIC REQUIREMENTS FOR PAINTING AND COATING MATERIALS: A.Quality: The highest quality product produced by the manufacturer. B.Primers: Provide primer recommended by finish coat manufacturer for each substrate. C.Secondary Materials: Provide materials approved by the paint system manufacturer. "Secondary materials" include thinners,admixtures,tints,pigments,preparation materials. PAINTING AND COATING SYSTEMS SCHEDULE: This is schedule of systems not paint colors. Paint System 1:Ferrous and Galvanized Metal,But Not Steel Doors and Frames Coat 1:Moore"M42- 70/M42-84 Waterborne Epoxy Primer" at 1.5 to 2.5 mils dry;VOC<_136 g/1. Shop Primer: Coat 1 is shop applied where specified.Coat 2:Moore"M73S Waterborne Urethane Semi-Gloss" at 1.5 to 2.5 mils dry; VOC 5213 g/1. Coat 3: Same as above. Paint System 2:Steel Doors and Frames Coat 1:Shop primer.Coat 2:Moore "DTM Acrylic Enamel Semi Gloss P29", 1.5 to 2.5 mils dry;VOC_<206 g/1. Coat 3: Same as above. Paint System 3:Interior Concrete Masonry Walls Coat 1:Moore "Super Spec Masonry Hr Build Block Filler 206" at 8.5 to 11.4 mils dry;VOC 545g/1 Coat 2: Moore"Pre-catalized waterborne Epoxy at 1.7—2.0 mils dry;VOC 5110 g/1;Water Vapor Permeance <0.5 perms. Paint System 4:Interior GWB Walls/ Ceilings (Lavatories) Coat 1:Moore "Super Spec Latex Vapor Barrier Primer Sealer(260)" at 1.0 mil dry;VOC 545g/1 Coat 2:Moore"Aura Bath&Spa Waterborne Interior Paint- Matte Finish(532)at 1.0 mils dry;VOC 5110 g/1; Paint System 5:Interior GWB Walls/ Ceilings Coat 1:Moore "Super Spec Latex Vapor Barrier Primer Sealer (260)" at 1.0 mil dry;VOC 545g/1 Coat 2:Moore Regal® Classic Premium Interior Paint - Eggshell Finish(319)_at 1.4 mils dry;VOC<_110 g/1; Paint System 6:Interior GWB Walls/ Ceilings Coat 1:Moore "Super Spec Latex Vapor Bamer Primer Sealer (260)" at 1.0 mil dry;VOC<45g/l Coat 2:Moore "Pre-catalized waterborne Epoxy at 1.7—2.0 mils dry;VOC 5110 g/1;Water Vapor Permeance 50.5 perms. Interior Steel Main Frames and Columns Coat 1:Moore "M42-70/M42-84 Waterborne EpoxyPrimer" at 1.5 to 2.5 mils dry;VOC 5136 g/1. Coat 2:Moore "Pre-catalized waterborne Epoxy at 1.7—2.0 mils dry; VOC<_110 g/1;Water Vapor Permeance 50.5 perms. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 14 of 18 Glass and Glazing— 1. Windows will be glazed with 1" insulated glass.Outer lite will be 1/4","Pilkington,Optifloat Gray",Inner lite:will be 1/4" Pilkington,Energy Advantage Low E Glass with the Low E coating on the number three surface.Spacer.will be 1/2" aluminum with a black finish.Corners will be bent corners.Desiccant:will be a moisture absorbing molecular sieve.Primary Seal:will be polyisobutylene,with a minimum width of 1/8". Secondary Seal:will be polysulfide or silicone. 2. Storefront doors in air lock entries will be glazed with 1/4","Pilkirrgton,Optifloat Gray",tempered glass. 3. Storefront doors in other entries will be glazed with 1" insulated glass.Outer lite will be 1/4", "Pilkington,Optifloat Gray",Inner lite:will be 1/4" Pilkington,Energy Advantage Low E Glass with the Low E coating on the number three surface.Spacer will be 1/2" aluminum with a black finish.Corners will be bent corners.Desiccant:will be a moisture absorbing molecular sieve. Primary Seal:will be polyisobutylene,with a minimum width of 1/8".Secondary Seal:-will be polysulfide or silicone.tempered glass. 4. Mirrors will be 1/4" float glass,unframed with concealed fasteners. Finishes- Acoustic Tile Ceilings—shall be White 2'x 2'x 5/8" lay in tiles with regressed edge.Armstrong Cortega or equal.Suspension shall be standard white 15/16" grid system by Chicago Metallic. GWB Ceilings- shall be 5/8" Standard GWB Ceramic Tile 1. Install 2" X 2" Master'Set un-glazed Floor tile with matching wall base where indicated in the Drawings.Tile shall be Daltile or equal.Color to be selected Quarry Tile 2. Install 6" quarrytile flooring and matching wall base,with epoxy grout at Concession kitchen as indicated on the drawings Carpeting&4"Vinyl base Where indicated on the drawings shall be Patcraft Carpet tiles "Razzle" color to be selected Rubber Flooring"Regupol 9/8" or Power Deck 3/8"Where indicated on the drawings shall be of types indicated on the drawings.Provide transition strips as required between dissimilar materials. Sheet Vinyl sports flooring where indicated on the drawings shall be of types indicated on the drawings. VCT shall be 12" x 12" x 1/8" Tarkett Expressions Where indicated on the drawings Entrance Mat Where indicated on the drawings shall be of types indicated on the drawings. Johnsonite stair treads and landings Where indicated on the drawings shall be of types indicated on the drawings. FRP Wall Panels Where indicated on the drawings shall be of types indicated on the drawings. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 15 of 18 Thin Brick Veneer Where indicated on the drawings shall be of types indicated on the drawings. Horizontal Cement Lap siding and Shingles Where indicated on the drawings shall be of types indicated on the drawings. Specialties — Toilet Partitions—shall be HDPE Solid Plastic Partitions as Manufactured byASI Global or equal floor mounted,overhead braced,with all required hardware.Finish shall be Pebble Grained.Color to be selected Locker Room Benches—shall be HDPE Solid Plastic or equal floor pedestal mounted Finish shall be Pebble Grained.Color to be selected. Toilet Room Accessories—shall be Bobrick or equal,stainless steel in sizes and finishes as indicated on the drawings. Diaper Changing Table—Kolala Kare Diaper Changing station KB 200 as indicated on the drawings. Portable Fire Extinguishers—will be supplied and mounted in quantities,sizes,and types,as required bythe Local Fire Department. Rink Dashers,Netting, and associated Accessories shall be by Athletica or Equal Special Construction — Swimming Pool-The swimming pool as indicated on the Drawings shall be a complete design build subcontract. 1. The Sub Contractor shall provide all design and submit shop drawings for approval bythe Architect. 2. The Pool shall be a Reinforced Cement"Gunite" Swimming pool with plaster surface finish. 3. The Pool Deck shall be installed to the limits indicated on the drawings.Minimum slab thickness shall be 4" reinforced slab,4,000 psi concrete with pebble finish. 4. Water treatment and filtration shall be a complete system byECOsmarte.Using Oxygen and Ionic Copper system.Filtration media shall be ECOsmarte "Glass Pack". 5. 75%of the required pool heating loads shall be provided by a heat exchanger installed by others in the .Ice plant.All HDPE Piping shall be brought to the pool equipment room by others under a separate contract.All final piping runs and connections shall be by the Pool subcontractor.. 6. This subcontract shall cover supply and installation of all necessarymaterials including but not limited to: a. Pool,Pool Deck slab and finishes,Skimmer system,all piping,cabling,underwater lighting, filtering,and water treatment,complete dehumidifier system including distribution sock at entire ceiling perimeter,pumps,heaters,controls,wiring,timers,handicapped lift and controls, handrails,ladders,poles with skimmer and hook,life rings,signage,water qualitytesting equipment and supplies,thermometers,clocks,and all other items necessaryto comprise a complete installation for the pool. b. A One Year Warranty on all parts and labor shall be included in this subcontract. Endo associates architects, inc. laurel oak farm 481 York street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 OOMM# 16110 PAGE 16 of 18 c. Contractor shall be responsible for securing all necessary permits and approvals. Ice Rink&Machine Room-The Ice Rink and associated machine room and equipment, as generally indicated on the drawings, is a complete design build project under a separate contract to Everything Ice, from Johnstown, Pennsylvania. Exterior Turf Field-The Exterior turf field is a design build project under a separate contract with Astroturf. Elevator— General-Elevator system shall be G21,3520 by Otis Elevator in a one cab layout. Entryway shall be stainless steel.Cab doors shall;be stainless steel;interior cab finish to be selected from manufacturer's standard options Plumbing- - General-All plumbing systems will be designed and installed in accordance with the Massachusetts Fuel Gas and Plumbing Code 248 CMR. Waste and Drain Piping-will be standard weight cast iron pipe and copper tube DWV. Water Piping-will be type"L" copper pipe with cast or wrought copper fittings.Lead free solder will be used. Gas Piping- will be schedule 40,screw pipe and fittings for 2 (two) inch and smaller, Schedule 40 pipe,welded for 2-1/2 (two and one half) inch and larger. Gas piping based on a single gas meter will be included. Gas meter to one location at rear elevation will also be provided as indicated on the drawings. Valves-will be Jenkins,Nibco-Scott or equal;ball valves for isolation on supply and return piping;Cocks for balance. Stop Valves- all fixtures,hose bibs,rough-ins,etc.will be supplied with stop valves to prevent shutting down the entire water system when performing maintenance. Drains and Cleanouts- Heavy duty flush floor drains and cleanouts,manufactured byJosam,Zum,or equal. Finished floors shall receive nickel bronze,non-slip,serrated access cover.Concrete floors shall receive bronze non-slip scoriated access cover. Insulation-All hot and cold water piping 3/4 (three quarter) inch and smaller shall be insulated with 3/4(three quarter) inch thick 4 (four) pound density fiberglass.Piping 1(one) inch and larger shall be insulated with 1 (one) inch thick 4 (four) pound density fiberglass.Insulation will be complete with factory applied vapor barrier all purpose jacket.Fittings,flanges and valves for pipe sized 4(four) inches and smaller shall be similarly insulated. Fixtures-Refer to Plumbing Drawings for Fixture Schedule.Plumbing fixtures will be Eljer or equal.Men's and women's toilet rooms per plan will have regular wall hung vitreous china water closets,with Sloan or equal automatic flush valves.Urinals shall be waterless type. Lavatory sinks will be wall hung vitreous china,with automatic mixing faucets.One janitor's service sink will be installed at each floor.Domestic hot water will be i ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABL.E,MA AUGUST 30,2017 COMM# 16110 PAGE 17 of 18 provided from electric hot water heaters refer to the Drawings for details.Water coolers will be installed in areas as per plan. Fire Protection— General-The Fire protection system is a design build system based upon the following requirements: A wet and dry pipe, automatic, sprinkler system will be installed throughout the building. The system will be designed to meet NFPA, state and local governmental requirements. The automatic sprinkler system will be designed in accordance with NFPA#13 and be based on adequate water pressure (flow test to be included to assure proper pressure). The building will be sprinklered utilizing concealed and exposed heads for Light Hazard with a.1 GPM over the most remote 1,500 (fifteen hundred) square feet in all areas other than the ice rink Locat exception shall be reqested by the FP Contractor for no coverage over the Ice surface. The dry pipe system shall protect the seating areas only in the ice rinks. The final design will be done in accordance with Insurance Underwriters requirements and F.D. requirements. One sprinkler entry with backflow preventer, gong and electric bell will be provided. Fire department connections will be provided in accordance with NFPA and local Fire Department requirements. Heating,Ventilating and Air Conditioning— The design is based upon Carrier Equipment as indicated on the Drawings. Should the Contractor wish to substitute a different manufacturer, the cost of modifying the Structural Mechanical, Plumbing, Electrical, and Architectural drawings and required modifications to the structural steel frame will be charged against this subcontract, and be deducted from the actual subcontract price. General-A mechanical system will be provided for the building as indicated on the drawings.Each unit will have the ability to control the environment of the space. The system will consist of rooftop mounted, gas fired, heating and cooling units, with constant speed fans, and economizer cycles, and one vav unit for the core area. Sizes and locations as indicated on the Drawings. The Boiler and piping system including hot water coils for the core area shall be in L copper pipe,insulated.Boiler and pump as specified with 3 way valves as specified. The work will include: rooftop units, all necessary ductwork, and diffusers, controls and control wiring, and system start up. Ventilation systems will consist of roof mounted and wall mounted, exhaust fans, as specified on the drawings,installed in conformance with applicable codes. Electrical— General - The complete electrical system will be designed and installed in accordance with the National Electric code and all other applicable codes. A pad-mounted transformer and primary service and a high voltage secondary service will be furnished and installed. The main switchboard-Refer to the Electric Drawings for details.will total 1200 amps at 277/480 volt,and will be of NEMA Class II construction. 277/480 volt and 120/208 volt, three-phase, four-wire, building distribution and power system, including distribution panelboards, local lighting and power panels, disconnect switches, ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD.TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 OOMM# 16110 PAGE 18 of 18 raceways, cables, junction and pull boxes, terminal cabinets, wireways, and all other components and fittings required for a complete system as indicated on the drawings. Panelboards and Breakers- will be manufactured by Square D., Westinghouse, General Electric, ITE or equal. Each panel will have a minimum of ten percent (100/6) spare breaker capacity. Panelboards will have NEMA 1 general-purpose enclosures and will be surface or flush mounted as required. All panelboards will be rated for the intended voltage and will be in accordance with the Underwriters Laboratories, Inc. "Standard for Panelboards" and "Standard for Cabinets and Boxes" and will be so labeled. The circuit breakers in the panelboard will be quick-make,quick break,trip indicating,and be of the bolt-in type. These breakers will also be manually operated and closed at will and will indicate the"on" and"off" position of the handle. Conductors-will be 600-volt insulation copper.Conductors larger than No.2 (100A) may be aluminum.No wire smaller than No. 12 AWG will be used for power or lighting and no wire smaller than No. 14 AWG will be used in any control or signal circuit. It is the intent of this project to have all conduit and wire (pipe and pull) for all main feeders and branch circuits. Final connections may be made with type AC Cable. Fixtures - 1. See Lighting Fixture Schedule on the drawings. Power outlets - as shown on the drawings. Fire Alarm System- A manual and automatic fire alarm system will be provided consisting of speaker/light units,pull stations,duct smoke detectors,and smoke detectors,control panel and sprinkler tie-in. The system will be designed and installed in compliance with the requirements of Chapter 9 of the Massachusetts State Building Code, 780 CMR There will be a control panel in the main entrance lobby. The system will be addressable, complete with control panel,Radio master box and Knox box. Tele hone/Data - The work includes 3 three empty 4 Four inch telephone service conduit with pull strings P ( ) PtY (Four) P P from the street utility pole to the electric room and one (1) 3/a" x 4'x 8'plywood service backboard in the building electric room.All other data/telephone work is to be by the Owner. End of Specifications Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 Y - s CAPE COD TRAINING CENTER BARNSTABL.E,MA AUGUST 30,2017 GOMM# 16110 PAGE 1 OF 18 GENERAL This project shall be constructed in accordance with Drawings and Details prepared by the Following Design Team Architect: Pando Associates Architects,Inc.,481 York Street,Canton,MA Structural Engineer: Michael P Waterman,PE.,2A Austin Kelley Lane,Southborough,MA Geotechnical Engineer. KMM Geotechnical Consultants,7 Marshall Rd,Hampstead,NH MEP Engineer. TWB Associates Inc. 130 Liberty Street 3B Brockton,MA Site/Civil/Landscape Falmouth Engineering, 17 Academy Lane Ste 200,Falmouth,MA Where there is a discrepancy between this document and the Drawings prepared for this project,the information on the drawings shall govern.If there is a conflict between these specifications and the Drawings,The Architect will issue a clarification upon receipt of written notice of such conflict.The Architect will be the sole arbiter in such cases. APPLICABLE STANDARDS Throughout these Specifications reference is made to codes and standards which establish qualities and types of workmanship and materials,and which establish methods for testing and reporting on the pertinent characteristics.Applicable standards listed in these Specifications include,but are not necessarily limited to,standards promulgated by the following agencies and organizations: AASHTO =American Association of State Highway and Transportation Officials,341 National Press Building, Washington D.C.20004 ACI = American Concrete Institute,Box 19150,Redford Station,Detroit,Michigan 48129 AISC =American Institute of Steel Construction,Inc. 1221 Avenue of the Americas,NY,NY 10020 ANSI =American National Standards Institute, 1430 Broadway,New York,New York 10018 ASTM =American Society for Testing and Materials, 1916 Race Street,Philadelphia,Pennsylvania 19103 AWS = American Welding Society,Inc.,2501 N.W.7th Street,Miami,Florida,33125 AWWA =American Water Works Association,Inc.6666 West Quincy Avenue,Denver Colorado 80235 BOCA =Building Officials Code Administration 4051 West Flossmore Road,Country Club Dills,IL60478-5795 CRSI =Concrete Reinforcing Steel Institute,228 North LaSalle Street,Chicago,Illinois 60610 NEC =National Electric Code (see NFPA) Wdo associates architects, inc. laurel oak farm 481 yorh street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 2 of 18 NEMA=National Electric Manufacturers Association, 155 East 44th Street,New York,New York 10017 NFPA =National Fire Protection Association,Batterymarch Park,Quincy,Massachusetts 02269 SDI = Steel Deck Institute, 135 Addison Avenue,Elmhurst,Illinois 60125 MM=Massachusetts Highway Department Standard Specifications for Highways and Bridges SSPC=Steel Structures Painting Council,4400 5th Avenue,Pittsburgh,Pennsylvania 15213 SSE B =Standard Specifications for Highways and Bridges (See AASHTO) TCA = Tile Council of America,Inc.,P.O.Box 326 Princeton,New Jersey 08540 UL = Underwriters'Laboratories,Inc.207 East Ohio Street,Chicago,Illinois 60611 SITEWORK General: Site development for this project will be completed in compliance with the following development standards and in accordance with the Approved Site Plans prepared by Falmouth Engineering and any additional modifications required by the governing authorities issuing Site Plan Approval for this project. Site Preparation: The Services of a registered Geotechnical Engineer will be retained to perform test borings and make recommendations for structural development of the site.Portions of the site will be cut,grubbed,and cleared in accordance with the final Construction Documents.The building pad,pavement areas,storm water retention/detention areas and associated subsurface disposal areas will be prepared in accordance with the final Construction Documents.Where ledge or unsuitable material is encountered that affects the development of the site,these materials will be removed under the direction of the Geotechnical Engineer. Site Utilities: The following utilities will be installed in conjunction with the project: 1. Electric-Primary underground electric service and transformer pad will be brought to the transformer location.Secondary,three-phase power will be brought to the building.Electric service will be placed in accordance with the site plans,electric plans and in accordance with the requirements of the local electric utility. 2. Telephone &Data- underground cabling will be brought to the building in 3 (three) 4" underground conduits.Conduits shall run from the utility pole in the street to a 2'x 3'fiberglass telephone manhole installed in the grass area outside of the electric room.And then the conduits shall run underground into the first floor electric room.All conduits shall have pull strings installed as approved bythe Local Tel Co. 3. Municipal Water System- for Domestic and Fire protection uses will be brought to the building.Sizes of services will be appropriate for the intended design,and in accordance with the site and plumbing plans. ®ndo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE MA AUGUST 30,2017 QOMM# 16110 PAGE 3 of 18 Water Service Piping,Ductile Iron Pipe- Class 52,will complywith AWWA C153.Gate Valves will comply with AWWA C509 250 psi.Ductile Iron fittings will comply with AWWA C153.System Chlorination will complywith AWWA C601 4. Fire Hydrants- approved by the local Fire Department,will be installed in accordance with final Construction Documents.Hydrants will be isolated from mains with gate valves.Piping will be Class 52 ductile iron pipe or equal. 5. Sanitary Sewerage System—Municipal sanitary sewerage piping will be installed in accordance with Site Plan Approvals.Sewer manholes will be precast concrete,H 20 loading,ASTM G478.Covers and frames will be designed for H 20 loading.Sanitary sewerage piping will be PVC Class 160(SDR26) "ringtite" sewer pipe or equal. 6. Storm Drainage—Systems to handle storm water will be installed in accordance with Site Plan Approvals granted by the Local Municipality.Groundwater recharge systems to handle clean,roof storm water,and systems to handle surface run-off from paved and landscaped areas.Drainage structures will be precast concrete,H 20 loading,ASTM C478.Covers,Grates and frames will be designed for H 20 loading. Drainage piping material will vary based upon the final approved design.Piping materials will be:Non- reinforced concrete pipe(MRCP);Extra strength,complying with ASTM C14;Reinforced concrete pipe (RCP),Complying with ASTM C76;Polyvinyl chloride pipe (PVC),Class SD-35 as manufactured byJohns- Manville.Polyethylene material in plastic couplings:Comply with ASTM D2952. 7. Natural Gas- service will be installed,sized for the intended design. Bituminous Concrete Pavement- 1. Two types of pavement will be installed in accordance with the details on the Drawings,or if not detailed as follows; a. For driveways and parking areas that predominantly carry automobile traffic,Pavement will be 3- 1/2" (Three and one half inch) thick and consist of a compacted(95%) granular base 12" (twelve inch) thick;a 2-1/2" (two and one half inch)thick bituminous concrete base course,and a 1- 1/2" (one and one half inch)thick bituminous concrete wearing course:Class I,Type I,as specified in Section 420 of SSHB. 2. Precast Concrete Curbing will be installed as indicated on the drawings.Precast concrete curbing will be vertical curbing,6" (six inches) wide by 18" (eighteen inches) high,with 5/8" chamfered edges,in standard 8'(eight foot) lengths and curved sections as required by the Site Plan.Curbing will be manufactured in controlled conditions using reinforced 5,000 p.s.i.concrete,6 to 7%air entrained,reinforced with one#4 deformed re-bar top and bottom. 3. Bituminous Cape Cod Berm Curbing will be generally installed at the periphery of parking and driveway areas and in accordance with the Approved Site Plans. Bituminous concrete Cape Cod berm will be judo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 4 of 18 machine extruded and have a finished width of 12" (twelve inches) and height of 4" (four inches).Mix will comply with SSFM Section M3.11.00 dense mix. 4. Pedestrian Walkways will be 4" (four inch)thick,cast in place 4,000 p.s.i.air entrained concrete,over an 8" (eight inch) compacted gravel base.Surface will be broom finished.Location and layout will be in compliance with the Approved Site Plans. Site Lighting-will be installed in accordance with the requirements of the Local Municipality and in accordance with the photometric plan. 1. The pedestrian walkways will be illuminated by wall mounted,full cut off,LED luminaries. 2. Parking areas and driveways will be illuminated by pole mounted,full cut off;LED fixtures,on poles. The quantity and type of luminaries as indicated on the Photometric Drawings. 3. Field Lighting will be'illuminated by pole mounted,full cut off,LED fixtures,on poles.The quantity and type of luminaries as indicated on the Photometric Drawings. 4. Landscaping- Landscaping shall be installed in accordance with the approved Landscaping Plans 1. Deciduous and Ornamental Trees and Shrubs.A combination of trees and border shrubs will be installed in accordance with the minimum requirements of the Local Municipality. 2. Seeded Grass Areas will be established over 6"(six inches) of topsoil at a distribution rate of 5 (five) pounds per 1,000(one thousand) square feet. Landscaping materials will be wan-anted for 1 (one) year from the date of installation.Seeded areas will be established and maintained for two cuttings. Irrigation System- Irrigation system shall be installed in accordance with the approved Landscaping Plans,and be a complete system including all necessary piping,backflows,valves;heads transformers wiring and controls. BUILDING General-The building will be designed in accordance with all governing codes and regulations,including but not necessarily limited to:The Mass State Building Code 780 CMR 8th Edition;The Mass Architectural Barriers Board Standards 521C E,The Mass Fuel Gas and Plumbing Code 248 CV1R;and other applicable standards as listed at the beginning of these Specifications. All structural work is subject to the tests and inspections in accordance with the approved Structural Testing and Inspection Program.The Architects and Engineers,Listed Above,registered in Massachusetts,will prepare the Drawings required to construct the Building. judo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 I CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 5 of 18 Structural Concrete - Building footings and foundations will be designed in accordance with the recommendations of the project Geotechnical Engineer.The Geotechnical Report for this Project is to be considered part of the Drawings. Regardless of the recommended bearing capacity of the soil,continuous wall footings will be at least 24" (twenty four inches)wide and column footings will be no less than 30" (thirty inches) wide in the least lateral dimension. Exterior footings shall be founded a minimum of 4'(four feet) below exterior grade for frost protection. 1. Concrete for footings and foundations will be 4,000 (four thousand) psi,28-day compressive strength concrete,water/ cement ratio,0.58 maximum Concrete reinforcement-Reinforcing Bars will complywith ASTM A615,Grade 60. Concrete Slabs on Grade- 1. The interior concrete slab will bear directly on a compacted (95%) base course of sand and gravel,a minimum of 6" (six inches) thick. 2. The concrete will have a compressive strength of 4,500 (four thousand five hundred) p.s.i.water/ cement ratio,0.42 maximum No air will be allowed in concrete for interior slabs. 3. The slab will be cast over a 15 mil poly film vapor retarder in compliance with Chapter 13 of the Mass State Building Code 4. Interior concrete slabs will be reinforced, in thicknesses as indicated on the Structural Foundation Drawings. 5. Slabs will be wet-cured.If approved,the use of a curing compound is to be limited where application of moisture is impractical,where application of such compounds will not jeopardize appearance of concrete or bond to additional concrete, and where concrete surface is to be finished with paint,tiles, water-proofing,roofing or chemical seal. Use type 1 curing compound (except use of type 2 on surfaces exposed to sunlight) applied with uniform thickness and other recommendations by manufacturers. 6. Slabs will have a smooth,machine,steel troweled finish. 7. Slabs shall have saw cut control joints placed in a rectangular grid, at no more than 15 (fifteen) feet in any direction. 8. Control joints shall be left un-filled. Control joints shall be placed in a"pinwheel" manner at interior columns. 9. Pre-molded expansion joint filler shall be used at all perimeter joints between slabs and exterior foundation walls and around all columns,piping and conduits through the floor slab. 10. Slab Flatness and Levelness shall conform to the following Limits:FF =30 FL =25, as defined in ASTM-E 1155 Elevated Concrete Slabs- 1. Elevated interior concrete slabs shall be composite deck 5" (five inches) thick ®ndo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 6 of 18 2. Reinforcing mesh shall be as indicated on the drawings.Elevated slab and slab on grade shall have reinforcing mesh sheets 4 x 4 2.9 x 2.9. 3. The concrete will have a compressive strength of 4,500 (four thousand five hundred) p.s.i.water/ cement ratio,0.42 maximum. No air will be allowed in concrete for interior slabs. 4. Slabs will be wet-cured.If approved,the use of a curing compound is to be limited where application of moisture is impractical,where application of such compounds will not jeopardize appearance of concrete or bond to additional concrete, and where concrete surface is to be finished with paint,tiles,waterproofing, roofing or chemical 5. seal.Use type 1 curing compound (except use of type 2 on surfaces exposed to sunlight) applied with uniform thickness and other recommendations by manufacturers. 6. Slabs will have a smooth, machine,steel troweled finish. 7. Slab Flatness and Levelness shall conform to the following Limits:FF =30 FL =25, as defined in ASTM-E 1155 Interior Masonry - Interior walls where indicated will consist of standard Cement Masonry Units.8"x 8" x 16",nominal,standard weight.CMU Some 4" veneer block is indicated in the drawings All mortar for brick shall conform to ASTM C220 and shall have a compressive strength of 1800 psi in 28 days, color shall be standard Portland type II. The Elevator Shaft will consist of concrete masonry units.8"x 8" x 16",nominal,standard weight.CMU shall be reinforced in accordance with the Drawings and the requirements of the Mass State Building Code 8th edition. Metals - Metal Decldng-Where indicated,the roof decking will be 1-1/2" (one and one half inch),20 ga.type B, galvanized roof deck The composite floor deck shall be galvanized Vulcraft 1.5 VLR 20 or equal. Loose Lintels-Exterior lintels exposed to the elements will be hot dipped galvanized. Light gauge Steel Framing- 1. Interior partition wall joists shall be in sizes as indicated on the Drawings and 22 ga. 2. Interior separation wall joists shall be in sizes as indicated on the drawings of appropriate gauge as designed bythe light gauge sub contractor and approved the structural engineer of record,and extend from the floor slab to the underside of the roof deck 3. GWB Control Joints shall be placed in accordance with Industry Standards but not more than 30 feet(30) O.C. ®Endoassociates architects, inc. laurel oak farm 481 ork street canton massachusetts 02021 Y CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 QOMM# 16110 PAGE 7 of 18 Wood and Plastics - Wood blocldng-Wood used for blocking and milers will be fire retardant No.2 Grade,Southern Yellow Pine or similar species. Plywood- for sheathing and telephone cut down board shall be 3/4" (three quarter inch) thick fire retardant G D Grade exterior plywood. Thermal and Moisture Protection - Foundation Insulation-perimeter foundation wall insulation will be 2" (two inch)thick rigid Styrofoam insulation,Dow type SB or equal,placed vertically on the inside face of the foundation wall and extending down to a depth of 4'(four feet) below finished exterior grade. Building Insulation-Where indicated, and not covered by the Pre engineered building system,building wall insulation shall be batt type fiberglass insulation,Owens Corning or equal.As detailed on the Drawings. Roof Insulation- On Flat BUR. Roof insulation where indicated will be 4-1/2" (four and one half inch)thick polyisocyanurate R 25 rigid insulation as approved by the roof membrane manufacturer,placed in two staggered layers of 2" (two inches) each, and one layer of'h" (one half inch) recovery board.Tapered insulation as indicated on the drawings shall conform to this standard,but taper at'h" (one half inches) per foot. Sound Insulation-All interior non thermal partitions will be insulated with 3" (three inch)thick unfaced, friction fit,batt type insulation.Quiet Batt 30,or equal. Air Barrier System- Provide a complete air barrier system between the Ice rink,Basketball Courts,Pool,and the heated areas of the mezzanine and locker rooms,from one manufacturer including,without limitation: primers;surface conditioners,adhesives,flashings,sealers,sealants,mastics,tapes,fillers,cants,and other materials and accessories required or recommended by system manufacturer. a. Air permeance_0.004 cfm/sf at 0.3 inch water gage[1.56 psf]pressure difference. b. Water vapor permeance: ASTM E96 Standard.Required Performance: ;6.0 perms c.- Liquid water hydrostatic pressure resistance: AATCC Test Method 127 Pass at;55 cm Above grade vapor retarder type I-not fire retardant: ASTM D2103 Standard Specification for Polyethylene Film and Sheeting,6 Mils Clear Under Slab Vapor Retarders "Stego Wrap 15 Mil",Stego Industries,LLC,www.stegoindustries.com. 1.This is a proprietary specification.No substitutions.Complete System:Provide mastic,adhesive,seam tape,and other materials recommended by vapor retarder manufacturer. Above grade vapor retarder type 2- fire retardant: Basis of Design: "ASFR6,Anti Static Fire Retardant 6 Mil Film",Americover,Inc Thickness:6 mils. Color:Opaque white. Water Vapor Permeance:0.13 perms;ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials. ASTM E84 Fire Performance:Class A,flame spread 15, smoke developed =zero. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 f CAPE COD TRAINING CENTER BARNSTABLE,M, AUGUST 30,2017 COMM# 16110 PAGE 8 OF 18 Roof Membrane—The roof membrane where indicated will be a mechanically fastened,FM Class 1-90, .060 thick,black,EPDM system as manufactured by Carlisle,Firestone,or Equal. WARRANTY:No dollar limit,total system warranty. A.Base Bid WarrantyPeriod- Manufacturer. 10 years. B.Alternate Bid Wan-antyPeriod- Manufacturer. 15 years. C.Wind Speed Limits:72 miles per hour. Roof Gutters &Downspouts—exterior roof gutters and downspouts will be formed.032" aluminum. Roof Ladder - #531 Cage Ladder",O'keeffe's,www.okeeffes.com Height:As shown.Load Capacity.300 pounds. Sealants and Caulking—Will be monolastomeric,or silicone,sealants by GE or approved equal. Exterior Metal Ceilings -shall be prefinished,unvented ribbed.032" duranodic finish aluminum,black or dark bronze in color as manufactured by Peterson Aluminum or equal,with matching trim as required for a complete installation. Pre Engineered Metal Building The entire building,consisting of perimeter walls and roof enclosure and the interior mezzanine structure is a complete and weather tight building system provided and installed under a separate contract from Barnes Buildings,as designed byMetallic Building Systems.This contract includes all necessary primary and secondary framing materials including the mezzanine.It further includes all exterior closure including all insulated and non insulated wall panels,all metal standing seam roofing,trim,gutters and down spouts,and all roof insulation in the main rink and mezzanine areas. The building designated as Building B containing the ice manufacturing equipment and the Batting Cages will have roof purlins and metal decking only.The finished roofing system and insulation is by others under this specification.Refer to Section Single Ply Roofing. Miscellaneous Rough Carpentry— LUMBER BLOCKING: No.2 or Construction Grade.Southern Yellow Pine,Hem-Fir,or Spruce-Pine-Fir. Surfaced smooth,four sides. Moisture Content Prior To Treatment: 19 percent. Preservative Treatment: Required for blocking in contact with roofing,masonry,concrete. Preservative Material:ACQ,alkaline copper quaternary. MISCELLANEOUS ROUGH CARPENTRY-INTERIOR SHEET BLOCKING,MOUNTING BOARDS: Plywood:APA trademarked CD,Exposure 2,and veneer core. Thickness:As shown or,if not shown, nominal 0.75 inch. Fire Retardant Treatment:Required 1 Fire Performance:ASTM E84,flame spread 25 or less,30 minute test. 2 Identification Label:UL"FRS" classification mark required on each mill piece of wood. 3 Identification Stain:Not allowed for visible wood.Maybe provided for concealed wood. Fire Stopping and Smoke Stopping MANUFACTURERS: A.Hlti Corporation,wwwus.Hti.com judo associates architects, inc. laurel oak farm 481 yorke street canton massachusetts 02021 CAPE COD TRMI I N NG CENTER BAxivsTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 9 OF 18 B.Nelson Firestop Products,wwwnelsonfirestop.com C.The Rector5eal Corporation,www.rectorseal.com including brands: 1 Bio Fireshield,www.biofiresl ield.com 2 Metacaulk,www metacaulk com D.Specified Technologies Inc.,wwwstifirestop.com E.3M Corporation,www.3m.com F.W.R.Grace&Company,wwwna.graceconstruction.com FIRE STOPPING AND SMOKE STOPPING PERFORMANCE SPECIFICATIONS: A.Building Codes:Meet Building Codes and requirements of authorities having jurisdiction. B.Tested,Listed Fire Stop Systems Required:For each location and condition,provide fire stop systems tested,classified,and listed by nationally recognized independent testing agencies [examples:Underwriters Laboratories,Intertek Warnock Hersey,Factory Mutual,Southwest Research Institute,Omega Point Laboratories]. C.Single Source:For all fire stop systems,provide systems from one manufacturer. D.Standards:Comply with:ASTM E 84[UL 723]Standard Test Method For Surface Burring Characteristics of Building Materials.ASTM E 119[UL 263]Methods of Fire Tests of Building Construction and Materials.ASTM E 814[UL 1479 ]Standard Test Method For Fire Tests of Through-Penetration Firestops.ASTM E 1399 Test Method for Cyclic Movement and Measuring Minimum and Maximum Joint Width.ASTM E 1966[UL 2079]Test Method For Resistance of Building Joint Systems.ASTM E 2307 Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using Intermediate-Scale,Multi-Story Test Apparatus E.Material Fire Performance: 1 ASTM E84 Flame Spread:25. 2 ASTM E84 Smoke Developed: 50. Doors and Windows - Exterior hollow metal doors—Painted Y-0" X T-0" x 1-3/4" 16 ga.insulated hollow metal doors in 14 ga.galvanized welded frames with 4" heads,will be provided at the sprinkler room entrance door.Doors will have Best Series 93K locksets with construction cores.Finish shall be US 26D.Refer to Hardware Schedule on the Drawings. Labeled hollow metal doors—will bear the UL label classification and also comply-with FM requirements,be commercial grade,manufactured from cold rolled steel Steekraft,Ceco,or equal. Hollow metal frames—will be commercial grade, 14 gauge,manufactured from cold rolled steel;Steekraft, Ceco,or equal.Frames in exterior walls will be galvanized welded steel frames.Fames in interior partitions will be prime painted,welded steel frames.Frames in Interior Masonry Walls shall have 4" heads to Coursing. Labeled hollow metal frames—will bear the UL label classification and also comply with FM requirements,be commercial grade,manufactured from cold rolled steel Steekraft,Ceco,or equal. Masonite Six Panel Commercial Doors—for interior areas will be as indicated on the drawings.Doors will have Best Series 93K latchsets.Finish shall be US 26D.See hardware schedule on drawings for details. Fiberglass Six Panel Commercial Doors and frames- Chem-pruf or equal-for interior areas will be as indicated on the drawings.Doors will have Best Series 93K latchsets.Finish shall be US 26D.See hardware schedule on drawings for details. ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABL.E,MA AUGUST 30,2017 GOMM# 16110 PAGE 10 of 18 Window Shutter at Info Booth—Clopay CESC10 standard shutter see Drawings Aluminum Grill Security Roll Up Screen-at Food Concession area- Lawrence Doors or Equal See Drawings Vertical Sectional Overhead doors—Shall be insulated steel Sectional Doors by Overhead Door or Equal in sizes as indicated on the Drawings.Doors shall have electric closers. Aluminum Doors and Windows—Entrances and storefront shall consist of Kawneer or equal,451-T thermally broken frames with 550 style doors.Doors shall have overhead concealed closers.Color shall be clear anodized aluminum. Hardware shall be ADA compliant.Entrances and glazing pattern shall be as detailed on the Drawings.Aluminum windows shall be Kawneer 451-T thermally broken frames or approved equal.Color shall be anodized clear aluminum.Layout pattern shall be as detailed on the Drawings. Door Hardware A.Basis of Design:Best Access Systems,www.bestaccess.com B.Construction Cores:Provide temporary construction cores all keyed alike. 1 Provide temporary keys to Owner for security and emergency access. 2 Provide core change key to Owner. 3 At Owner occupancy,Owner will remove temporary construction cores. 4 Owner will not return temporary construction cores to Contractor. HARDWARE COMPONENTS:Provide all components,brackets,and accessories needed to provide complete,fully functional door assemblies. HARDWARE FASTENERS:Supplied by hardware manufacturer and finished to match hardware. HARDWARE FINISHES:As scheduled. A.Standard:ANSI/BHMA 156.18. .HARDWARE INSTALLATION: A.Comply with manufacturer's instructions and recommendations. B.Use fasteners supplied by hardware manufacturer. C.Provide one fastener for each factory provided fastener hole. D.Adjust all hardware for optimum operation. E.Remove applied labels and temporary protection. F.Clean and polish to uniform luster. G.Set thresholds in full bed of concealed butyl sealant. HARDWARE LOCATIONS: A.Standard:ANSI/BHMA A156.115 Hardware Preparation in Steel Doors with Steel Fames. FINAL HARDWARE SETS:The "Certified Architectural Hardware Consultant" shall provide final hardware sets which meet the design intent of the preliminary hardware sets as indicated on the Drawings,and which provide all hardware needed to provide fully functional,coordinated,properly operating,barrier free,Code complying door assemblies. Gypsum Board Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts '02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 11 of 18 STANDARD PERFORMANCE GYPSUM BOARD: A.Standard:ASTM C1396 Standard Specification for Gypsum Board. B.Board Thickness:As shown or,if not shown,0.625 inch. C.Visible Board Long Edges:Tapered. D.Fire Rated Assemblies:Type X. E.Synthetic Gypsum Provide gypsum board manufactured with synthetic gypsum 1 Acceptable:Flue gas desulfurization gypsum,fluorogypsum,citrogypsum,or titanogypsum. 2 Prohibited:Phosphogypsum[due to radon and radio nuclides]. WET LOCATIONS GYPSUM BOARD/ CEMENT BOARD: Use MR board in all toilet room and shower room areas for walls and ceilings Use Dur-Rock cement board where indicated at the Pool Area. JOINT COMPOUND AND TAPE: A.Standard:ASTM G475 Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board. B.Joint Compound for Standard Performance Board:Ready mixed,all purpose,vinyl compound. C.Joint Tape:Perforated paper or fiberglass mesh,unless restricted by board manufacturer. STANDARD BEADS AND TRIMS:Paper faced metal"tape on" type. A.Control Joint Basis of Design: "Zinc Control Joint No.093",USG Corporation. FASTENERS:#6 diameter,bugle head,minimuln 0.5 inch penetration through framing,corrosion resistant coated A.Standards: 1. ASTM C954 Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness 2. ASTM C1002 Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs ACOUSTIC INSULATION: A.Basis of Design: "SAFB,Sound Attenuation Fire Blankets",Thermafiber,Inc.,www.thermafiber.com 1.Recycled Content:70 percent. B.Density:2.5 pcf. G Thickness:As shown or,if not shown,3 inches. D.Size:Coordinate with framing spacing for tight friction fit. E.Facing:Unfaced. F.ASTM E136 Fire Performance:Noncombustible. G.ASTM E84 Fire Performance:Zero flame spread,zero smoke developed. 2.6 ACOUSTICAL JOINT SEALANTS- CONCEALED LOCATIONS: A.Standard:ASTM C834 Standard Specification for Latex-Based Sealing Compounds. B.Basis of Design: "Titebond Acoustical Sound Sealant",Franklin Adhesives,www.franklinadhesives.com C.VOC Content:Maximum 43 grams per liter less water. D.ASTM E84 Fire Performance:Zero flame spread,zero smoke developed. Interior Concrete Treatment INTERIOR CONCRETE TREATMENT- SEALER,HARDENER,DUSTPROOFER A.Basis of Design: ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 12 of 18 "Sonneborn Kure-N Harden",BASF,wwwbasfbi ildingsystems.com "Day Chem Sure Hard J-17",Dayton Superior Corporation,www daytonsuperiorchemicaLcom "Eucosil",The Euclid Chemical Company,www.euchdchemical.com B.VOC Content:Zero grarns per liter. ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 OOMM# 16110 PAGE 13 of 18 Painting and Coating NL NUFACfURERS: Benjamin Moore and Company,Inc.,www.benjaminmoore.com Sherwin Williams Company,www.sherwin-wiUiams.corn, PPG Industries,wwwppg.com COLORS: A.Primers: Provide primer color which can be effectively covered by one coat of the finish coat color,even when more than one finish coat is specified. Provide tinted primers for all finish colors other than white. Provide deep base primers for deep,bright,and accent colors. B.Finish Coats: See"Exterior Material Finish Legend". 2.3 BASIC REQUIREMENTS FOR PAINTING AND COATING MATERIALS: A.Quality: The highest quality product produced by the manufacturer. B.Primers: Provide primer recommended by finish coat manufacturer for each substrate. C.Secondary Materials: Provide materials approved by the paint system manufacturer. "Secondary materials" include thinners,admixtures,tints,pigments,preparation materials. PAINTING AND COATING SYSTEMS SCHEDULE: This is schedule of systems not paint colors. Paint System 1:Ferrous and Galvanized Metal,But Not Steel Doors and Frames Coat l:Moore"M42- 70/M42-84 Waterborne Epoxy Primer" at 1.5 to 2.5 mils dry;VOC<_136 g/1. Shop Primer: Coat 1 is shop applied where specified.Coat 2:Moore "M73S Waterborne Urethane Semi-Gloss" at 1.5 to 2.5 mils dry; VOC 5213 g/1. Coat 3: Same as above. Paint System 2:Steel Doors and Frames Coat 1:Shop primer.Coat 2:Moore "DTM Acrylic Enamel Semi Gloss P29", 1.5 to 2.5 mils dry;VOC<_206 g/1. Coat 3: Same as above. Paint System 3:Interior Concrete Masonry Walls Coat 1:Moore "Super Spec Masonry I E Build Block Filler 206" at 8.5 to 11.4 mils dry;VOC 545g/l Coat 2:Moore"Pre-catalized waterborne Epoxy at 1.7—2.0 mils dry;VOC 5110 g/1;Water Vapor Permeance :50.5 perms. Paint System 4:Interior GWB Walls/Ceilings (Lavatories) Coat 1:Moore "Super Spec Latex Vapor Barrier Primer Sealer(260)" at 1.0 mil dry;VOC<45g/1 Coat 2: Moore"Aura Bath&Spa-Waterborne Interior Paint- Matte Finish(532)_at 1.0 mils dry;VOC<110 g/1; Paint System 5:Interior GWB Walls/ Ceilings Coat 1:Moore "Super Spec Latex Vapor Barrier Primer Sealer (260)" at 1.0 mil dry;VOC<_45g/1 Coat 2:Moore Regal® Classic Premium Interior Paint - Eggshell Finish(319)_at 1.4 mils dry;VOC<110 g/1; Paint System 6:Interior GWB Walls/ Ceilings Coat 1:Moore "Super Spec Latex Vapor Barrier Primer Sealer (260)" at 1.0 mil dry;VOC<45g/l Coat 2:Moore"Pre-catalized waterborne Epoxy at 1.7—2.0 mils dry;VOC 5110 g/1;Water Vapor Permeance 50.5 perms. Interior Steel Main Frames and Columns Coat 1:Moore"M42-70/M42-84 Waterborne EpoxyPrimer" at 1.5 to 2.5 mils dry;VOC<_136 g/1. Coat 2:Moore "Pre-catalized waterborne Epoxy at 1.7—2.0 mils dry, VOC 5110 g/1;Water Vapor Permeance 50.5 perms. i ®ndo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 �I` CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM/# 16110 PAGE 14 of 18 Glass and Glazing— 1. Windows will be glazed with 1"'insulated glass.Outer lite will be 1/4","Pilkington,Optifloat Gray",Inner lite:will be 1/4" PMdVon,Energy Advantage Low E Glass with the Low E coating on the number three surface.Spacer will be 1/2" aluminum with a black finish.Corners will be bent corners.Desiccant:will be a moisture absorbing molecular sieve.Primary Seal:will be polyisobutylene,with a minimum width of 1/8". Secondary Seal:will be polysulfide or silicone. 2. Storefront doors in air lock entries will be glazed with 1/4","Pillflngton,Optifloat Gray",tempered glass. 3. Storefront doors in other entries will be glazed with 1" insulated glass.Outer lite will be 1/4", "Pilldington,Optifloat Gray",Inner lire:will be 1/4" P&mgton,Energy Advantage Low-E Glass with the Low E coating on the number three surface.Spacer.will be 1/2" aluminum with a black finish.Corners will be bent corners.Desiccant:will be a moisture absorbing molecular sieve. Primary Seal:will be polyisobutylene,with a minimum width of 1/8".Secondary Seal:-will be polysulfide or silicone.tempered glass. 4. Mirrors will be 1/4" float glass,unframed with concealed fasteners. Finishes- Acoustic Tile Ceilings—shall be White 2'x 2'x 5/8" lay in tiles with regressed edge.Armstrong Cortega or equal.Suspension shall be standard white 15/16" grid system by Chicago Metallic. GWB Ceilings- shall be 5/8" Standard GWB Ceramic Tile 1. Install 2" X 2" MasterSet un-glazed Floor tile with matching wall base where indicated in the Drawings.Tile shall be Daltile or equal.Color to be selected Quarry Tile 2. Install 6" quarrytile flooring and matching wall base,with epoxy grout at Concession kitchen as indicated on the drawings Carpeting&4"Vinyl base Where indicated on the drawings shall be Patcraft Carpet tiles "Razzle" color to be selected Rubber Flooring"Regupol"3/8" or Power Deck 3/8"Where indicated on the drawings shall be of types indicated on the drawings:Provide transition strips as required between dissimilar materials. Sheet Vinyl sports flooring where indicated on the drawings shall be of types indicated on the drawings. VCT shall be 12" x 12" x 1/8" Tarkett Expressions Where indicated on the drawings Entrance Mat Where indicated on the drawings shall be of types indicated on the drawings. Johnsonite stair treads and landings Where indicated on the drawings shall be of types indicated on the drawings. FRP Wall Panels Where indicated on the drawings shall be of types indicated on the drawings. ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABL.E,MA AUGUST 30,2017 COMM# 16110 PAGE 15 of 18 Thin Brick Veneer Where indicated on the drawings shall be of types indicated on the drawings. Horizontal Cement Lap siding and Shingles Where indicated on the drawings shall be of types indicated on the drawings. Specialties — Toilet Partitions—shall be HDPE Solid Plastic Partitions as Manufactured by ASI Global or equal floor mounted,overhead braced,with all required hardware.Finish shall be Pebble Grained.Color to be selected. Locker Room Benches—shall be HDPE Solid Plastic or equal floor pedestal mounted Finish shall be Pebble Grained.Color to be selected. Toilet Room Accessories—shall be Bobrick or equal,stainless steel in sizes and finishes as indicated on the drawings. Diaper Changing Table—Kolala Kare Diaper Changing station KB 200 as indicated on the drawings. Portable Fire Extinguishers—will be supplied and mounted in quantities,sizes,and types,as required by the Local Fire Department. Rink Dashers,Netting, and associated Accessories shall be byAthletica or Equal Special Construction — Swimming Pool- The swimming pool as indicated on the Drawings shall be a complete design build subcontract. 1. The Sub Contractor shall provide all design and submit shop drawings for approval by the Architect. 2. The Pool shall be a Reinforced Cement"Gunite" Swimming pool with plaster surface finish. 3. The Pool Deck shall be installed to the limits indicated on the drawings.Minimum slab thickness shall be 4" reinforced slab,4,000 psi concrete with pebble finish. 4. Water treatment and filtration shall be a complete system byECOsmarte.Using Oxygen and Ionic Copper systen-L Filtration media shall be ECOsmarte "Glass Pack". 5. 75%of the required pool heating loads shall be provided by a heat exchanger installed by others in the Ice plant.All HDPE Piping shall be brought to the pool equipment room by others under a separate contract.All final piping runs and connections shall be by the Pool subcontractor. 6. This subcontract shall cover supply and installation of all necessary materials including but not limited to: a. Pool,Pool Deck slab and finishes,Skimmer system,all piping,cabling,underwater lighting, filtering,and water treatment,complete dehumidifier system including distribution sock at entire ceiling perimeter,pumps,heaters,controls,wiring,timers,handicapped lift and controls, handrails,ladders,poles with skimmer and hook,life rings,signage,water quality testing equipment and supplies,thermometers,clocks,and all other items necessaryto comprise a complete installation for the pool. b. A One Year Warranty on all parts and labor shall be included in this subcontract. Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 QOMM# 16110 PAGE 16 of 18 c. Contractor shall be responsible for securing all necessary permits and approvals. Ice Rink& Machine Room-The Ice Rink and associated machine room and equipment, as generally indicated on the drawings, is a complete design build project under a separate contract to Everything Ice, from Johnstown, Pennsylvania. Exterior Turf Field—The Exterior turf field is a design build project under a separate contract with Astroturf. Elevator— General-Elevator system shall be G2L 3520 by Otis Elevator in a one cab layout. Entryway shall be stainless steel.Cab doors shall;be stainless steel;interior cab finish to be selected from manufacturer's standard options Plumbing- - General—All plumbing systems will be designed and installed in accordance with the Massachusetts Fuel Gas and Plumbing Code 248 CMR. Waste and Drain Piping-will be standard weight cast iron pipe and copper tube DWV. Water Piping-will be type"L" copper pipe with cast or wrought copper fittings.Lead free solder will be used. Gas Piping- will be schedule 40,screw pipe and fittings for 2 (two) inch and smaller,Schedule 40 pipe,welded for 2-1/2 (two and one half) inch and larger. Gas piping based on a single gas meter will be included Gas meter to one location at rear elevation will also be provided as indicated on the drawings. Valves -will be Jenkins,Nibco-Scott or equal;ball valves for isolation on supply and return piping;Cocks for balance. Stop Valves- all fixtures,hose bibs,rough-ins,etc.will be supplied with stop valves to prevent shutting down the entire water system when performing maintenance. Drains and Cleanouts-Heavy duty flush floor drains and cleanouts,manufactured by Josam,Zurn,or equal. Finished floors shall receive nickel bronze,non-slip,serrated access cover.Concrete floors shall receive bronze non-slip scoriated access cover. Insulation-All hot and cold water piping 3/4 (three quarter) inch and smaller shall be insulated with 3/4(three quarter) inch thick 4 (four) pound density fiberglass.Piping 1(one) inch and larger shall be insulated with 1 (one) inch thick 4 (four)pound density fiberglass.Insulation will be complete with factory applied vapor barrier all purpose jacket.Fittings,flanges and valves for pipe sized 4(four) inches and smaller shall be similarly insulated. Fixtures-Refer to Plumbing Drawings for Fixture Schedule.Plumbing fixtures will be Eljer or equal.Men's and women's toilet rooms per plan will have regular wall hung vitreous china water closets,with Sloan or equal automatic flush valves.Urinals shall be waterless type. Lavatory sinks will be wall hung vitreous china,with automatic mixing faucets.One janitor's service sink will be installed at each floor.Domestic hot water will be Endo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 00MM# 16110 PAGE 17 of 18 provided from electric hot water heaters refer to the Drawings for details.Water coolers will be installed in areas as per plan. Fire Protection— General-The Fire protection system is a design build system based upon the following requirements: A wet and dry pipe, automatic, sprinkler system will be installed throughout the building. The system will be designed to meet NFPA, state and local governmental requirements. The automatic sprinkler system will be designed in accordance with NFPA#13 and be based on adequate water pressure (flow test to be included to assure proper pressure). The building will be sprinklered utilizing concealed and exposed heads for Light Hazard with a.1 GPM over the most remote 1,500 (fifteen hundred) square feet in all areas other than the ice rink Locat exception shall be reqested bythe'FP Contractor for no coverage over the Ice surface. The dry pipe system shall protect the seating areas only in the ice rinks. The final design will be done in accordance with Insurance Underwriters requirements and F.D. requirements. One sprinkler entry with backflow preventer, gong and electric bell will be provided. Fire department connections will be provided in accordance with NFPA and local Fire Department requirements. Heating,Ventilating and Air Conditioning— The design is based upon Carrier Equipment as indicated on the Drawings. Should the Contractor wish to substitute a different manufacturer, the cost of modifying the Structural Mechanical, Plumbing, Electrical, and Architectural drawings and required modifications to the structural steel frame will be charged against this subcontract, and be deducted from the actual subcontract price. General-A mechanical system will be provided for the building as indicated on the drawings.Each unit will have the ability to control the environment of the space. The system will consist of rooftop mounted, gas fired, heating and cooling units, with constant speed fans, and economizer cycles, and one vav unit for the core area. Sizes and locations as indicated on the Drawings. The Boiler and piping system including hot water coils for the core area shall be in.L copper pipe,insulated.Boiler and pump as specified with 3 way valves as specified. The work will include: rooftop units, all necessary ductwork, and diffusers, controls and control wiring, and system start up. Ventilation systems will consist of roof mounted and wall mounted, exhaust fans, as specified on the drawings,installed in conformance with applicable codes. Electrical— General- The complete electrical system will be designed and installed in accordance with the National Electric code and all other applicable codes. A pad-mounted transformer and primary service and a high voltage secondary service will be furnished and installed The main switchboard-Refer to the Electric Drawings for details.will total 1200 amps at 277/480 volt,and will be of NEMA Class II construction. 277/480 volt and 120/208 volt, three-phase, four-wire, building distribution and power system, including distribution panelboards, local lighting and power panels, disconnect switches, Wdo associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 CAPE COD TRAINING CENTER BARNSTABLE,MA AUGUST 30,2017 COMM# 16110 PAGE 18 of 18 raceways, cables, ;unction and pull boxes, terminal cabinets, wireways, and all other components and fittings required for a complete system as indicated on the drawings. Panelboards and Breakers- will be manufactured by Square D., Westinghouse, General Electric, ITE or equal. Each panel will have a minimum of ten percent (10%) spare breaker capacity. Panelboards will have NEMA 1 general-purpose enclosures and will be surface or flush mounted as required All panelboards will be rated for the intended voltage and will be in accordance with the Underwriters Laboratories, Inc. "Standard for Panelboards" anc "Standard for Cabinets and Boxes" and will be so labeled. The circuit breakers in the panelboard will be quick make,quick break,trip indicating,and be of the bolt-in type. These breakers will also be manually operated and closed at will and will indicate the "on" and"off" position of the handle. Conductors-will be 600-volt insulation copper.Conductors larger than No.2 (100A) may be aluminum.No wire smaller than No. 12 AWG will be used for power or lighting and no wire smaller than No. 14 AWG will be used in any control or signal circuit. It is the intent of this project to have all conduit and wire (pipe and pull) for all main feeders and branch circuits. Final connections may be made with type AC Cable. Fixtures - 1. See Lighting Fixture Schedule on the drawings. Power outlets - as shown on the drawings. Fire Alarm System- A manual and automatic fire alarm system will be provided consisting of speaker/light units,pull stations,duct smoke detectors,and smoke detectors,control panel and sprinkler tie-in. The system will be designed and installed in compliance with the requirements of Chapter 9 of the Massachusetts State Building Code, 780 CMR There will be a control panel in the main entrance lobby. The system will be addressable, complete with ccntrol panel,Radio master box and Knox box. Telephone/Data - The work includes 3 (three) empty-4 (Four) inch telephone service conduit with pull strings from the street uilitypole to the electric room and one (1) 3/a" x 4'x 8'plywood service backboard in the building electric room.All other data/telephone work is to be by the Owner. End of Specifications ®.do associates architects, inc. laurel oak farm 481 york street canton massachusetts 02021 Initial Construction Control Document To be submitted with the building permit application by a N W Registered Design Professional a for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Training Center Date:August 30,2017 Property Address: Merchants Way,Barnstable,MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: Pre Engineered steel building with one ice surface,multi-play courts, hydro-therapy pool,assembly uses with mezzanine. I Gregory L Pando,AIA, MA Registration Number:4347 Expiration date: Aug 31, 2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': XX Architectural XXX Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the bu'l a `Final Construction Control Document'. ?,ED ARCy Enter in the space to the right a"wet"or cc,� �Z Cl)� No.4347 � electronic signature an seal: CANTON O k Z_ MASSACHUSETTS pjW y0 P Phone number: 781-828-8 Email: gpan q F MP ciates.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 f . Initial Construction Control Document w To be submitted with the building permit application by a Registered Design Professional a for work per the 8t" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Training Center Date:August 30,2017 Property Address: Merchants Way,Barnstable,MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: Pre Engineered steel building with one ice surface,multi-play courts,hydro-therapy pool,assembly uses with mezzanine. I Alan R Morris,PE,MA Registration Number: 13505 Expiration date: June 30, 2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural XXXX Mechanical Fire Protection Electrical Other: for.the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. N OF Enter in the space to the right a"wet"or s electronic signature and seal: o�' ALLAN 9�,y oROBERT MOCRIS � -� TWB Associates,Brockton,MA No. 05 y Phone number: 508-559-0418 Email: twbasso@aol.com '`� �c/STER�� @ �ss��NAL Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial t al Construction Control Document W To be submitted with the building permit application by a R d Registered Design Professional for work per the 81h edition of the 5�1b Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Cod Training Center Date:August 30,2017 Property Address: Merchants Way,Barnstable,MA Project: Check(x)one or both as applicable: XX New construction Existing Construction Project description: Pre Engineered steel building with one ice surface,multi-play courts,hydro-therapy pool,assembly uses with mezzanine. I Paul Hartnett,PE, MA Registration Number: 30134 Expiration date: June 30,2018 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection XXXX Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. omee Enter in the space to the right a"wet"or ®p�PV(H OF A s electronic signature and seal: PAUL 9 I HAR g THE EL RICA O �� TWB Associates,Brockton,MA N 34 Phone number: 508-559-0418 Email:twbasso@aol.com �G/STE ��`& stONA\- ECG Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 ----------------------- A PAROEL 23 Pw2Glr 21 CREA.": W LLC 15 :, "AL 16eEy uARK. USTLF CE ino,517 iE 'D JJ LOT'o NAN'L:GKU ELN'Ijj "y j. It (A MERCHANTS WAY Ir PLAN OF LAND IN BARNSTABLE, MA. -1 ';T2 2 k 4 9. .-a CCTC. LLC (GROUND LESSEE) Ca') i . ........... ............................. .. .. ......... ............................ . .... .......... ------ ........ ............. .......... .. ?, b _........as.. • PAGE • QUITCLAIM.DEED We, SAMUEL A. LORUSS0 of Falmouth, Barnstable County, Massachusetts, ANTONIO J. LORUSSO, JR., and JAMES B. LORUSSO, { r both of Walpole, Norfolk County, Massachusetts, all as tenants- in-common, for consideration paid and in full consideration of One and 00/100 ($1.00) Dollar, grant to CAPE COD AGGREGATES j CORP., a Massachusetts corporation with a principal place of business in the Hyannis section of Barnstable, Barnstable County, Massachusetts, with quitclaim covenants, four (4) parcels of A. land, registered and unregistered, situated in said Barnstable, Barnstable Count Massachusetts more y a Y, , particularly bounded and ' described, respectively, as follows: kv d; Parcel One (Barnstable - unregistered) .4 The land in Barnstable, Barnstable County, Massachusetts, together with any buildings thereon, bounded and described as follows: NORTHERLY by the Mid-Cape Highway; EASTERLY by land now or formerly of Samuel Savage; SOUTHERLY by land now or formerly of Abigail Ewer; and WESTERLY by land now or.formerly of Samuel Allen at al. Being the same premises. described in a deed from William P. Swift at ux to Edward E. Kelley et al dated July 23, 1978 and recorded in the Barnstable County Registry of Deeds in Book 1978, ' Page 197• > For our title, reference is made to a deed of Louis Paul Lorusso, a/k/a, et als, dated November 13, 1986 and recorded with the Barnstable County Registry of Deeds in Book 5401, Page 482. Parcel Two (Barnstable - unregistered) Six (6) certain lots of land in said Barnstable, Barnstable County, Massachusetts, together with the buildings thereon, more particularly described as follows: r, i Being PARCEL A containing 138.47 acres, more or less, PARCEL B containing 32.04 acres, more or less, PARCEL C containing 14.27 i' L01 S %,1 r 10,P�• j0(lh3 E. si•� � I BOOK s s 5 s PAGE 148 acres, more or less, PARCEL D containing 0.97 acres, more or less, PARCEL S containing 2.61 acres, more or less, and PARCt:i, G, all of ` which are shown on a plan of land entitled: "Plan of Land in Barnstable, Mass., Scale 1" 2001 , February 1 , 1982, Doyle Engineering Associates, Inc., 31 Tatacket Square, Falmouth, Mass.", which said plan is duly filed in the Land Court at Boston in Land Court Registration Cases No. 41155, No. 41156, No. 41157, No. 41158, I No. 41159 and No. 41161 (pending), and a copy of which is filed with Barnstable County particularidescriptionstry of dof eachhofhthea six e(6)e granted nce is made parcels. ` For our title, reference is made to a deed of Louis Paul 'Lorusso, a/k/a, at ale, dated November 13, 1986 and recorded with the Barnstable County Registry of Deeds in Book 5401, Page 284. Parcel Three (Barnstable - unregistered) A certain tract of woodland situated in the Easterly part of A Barnstable, known as the "Thompson Lot", and bounded and described a as follows: NORTHERLY and .." WESTERLY by land now or formerly of the heirs of David Crocker; EASTERLY by land formerly of Anna Childs; SOUTHERLY by land now or formerly of David P. Lewis. For our title,with saidd of Esther W.Barnstable DeedsgindBooke6589r,uPage3195. 11989 and recorded Parcel Four (Barnstable - registered) F Three (3) certain lots of land situated in Barnstable, Barnstable County, Massachusetts, more particularly bounded and t r described as follows: �. Lots 8, 9, and 10 shown on subdivision plan SurveyarG3anddfiled in October 21, 1974 drawn by Edward E. Kelley, the Land Registration Office at Boston,,a Copy of which is filed in the Barnstable Registry District in Land Registration Book 278, Page i�A93, with Certificate of Title No. 35523, to which plan reference 1e made for a more particular description of each of the three (3) granted parcels. For our title, see Document No. 411 ,454, and Certificate of w? Title No. 108771 filed in Registration Book 889, Page 51, of the Barnstable Registry District of the Land Court. All of said parcels, lots and premises are conveyed subject to, and with the benefit of, all rights, easements, restrictions, agreements and other encumbrances appurtenant r tg hts of record to thextentany of thesame are stillinforce and applicable. � Property Address: Phinney's Lane, Jail Lane, ` Barnstable-Hyannis Road and Mid-Cape Highway, Barnstable, Massachusetts C,, 10+' ,.. . ..p. .. .. .. ... .... 1 .:...,i.�,➢®mom 1lmefs PT1 1l�IR - C,l BOOK 6 S 5 6 PAGE 149 _...__.._.. J -- Grantee's Address: Hyannis Sand Drive P.O. Box 96 Hyannis, Massachusetts 441%' WITNESS our hands and seals this I day of March, 1989. aS EL A TO 77 MIO J. RUSSO, JV. . LORUS COMMOfWfALTH OF MASSACHUSETTS Q Norfolk, as. (I March 1 , 1989 Then personally appeared athe above-named ANTONIO J. LORUSSO, JR. and acknowledged the foregoing instrument to be his free act and deed, before me. 1 i THOMAS E. NANNICELLI, Notary Public My commission expires: April 1, 1994 41 I , w ZOW =)L w oo a 1 W L-'>= W CL GRANTORS: SAMUEL A. mO O w T!I LORUSSO, ET ALS C` Q[n V �. co Ul u)(n� i - GRANTEE: CAPE COD vCID.,,4 7- Z �. AGGREGATES Q CD O CORP. L 0 � o p CC o Y m QUITCLAIM DEED • t. Property Address: 2m Phinney's Lane, � Jail Lane, Barnstable- Hyannis Road and iL Mid-Cape Highway, Barnstable, MA . THOMAS E.NANNICELu.ESQUIRE a. ' 291.299 WASMMGTON STREET(RTL I^, . 1SUNGTON SQUARE WESTWOOD. MASSACMVSETT6 02000 MUM 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 Fax (508) 362-3136 www.,capecodcommissiclq.org COMMISSION TO: Town of Barnstable Town Clerk,Building Inspector,Town Planner, Planning Board, Conservation Commission, Board of Health, Board of Appeals, and DRI Liaison FROM: Gail Hanley, Clerk of the Commission SUBJECT: Cape Cod Training Center Development of Regional Impact/Hardship Exemption Decision TR-HDEX17015 DATE: August 4, 2017 - Enclosed please find a copy of the Development of Regional Impact/Hardship Exemption Decision for the Cape Cod Training Center project that was approved by the Cape Cod Commission on August'3, 2017. Should you have any questions, please do not hesitate to contact our office. irO } l 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 ® Fax (508) 362-3136 v+rww.capecodcommission.org COMMISSION DECISION OF THE CAPE COD COMMISSION Date: August 3, 2017 Project Applicant: Total Athletics of Cape Cod, Inc./ CCTC, LLC c/o Eliza Cox, Esq. Nutter McClennen&Fish LLP 1471 Iyannough Rd, P.O. Box 1630 Hyannis,MA 026o1 Property Owner: Cape Cod Aggregates Corp. Re: Development of Regional Impact(DRI)/ Hardship Exemption Project: Cape Cod Training Center (Commission File No. 17015) Project Site/ Property Location: 90, 110&130 Merchants Way&20 Business Lane, Hyannis, MA. Title Reference: BCRD Book 6656 Page 147 Assessors ID: Map 296 Block 2 Parcels 1,2,3,4 SUMMARY The Cape Cod Commission("Commission")hereby approves the Development of Regional Impact(DRI)/Hardship Exemption application by Total Athletics of Cape Cod,Inc./ CCTC, LLC for proposed construction of an approximately 9i,885 square foot two-story athletic field house containing an indoor ice rink; indoor turf field; indoor swimming pool; locker rooms;batting cages;fitness,training and rehab areas; food and concessions; community meeting space; sports-related museum; accessory retail pro shop; office; and child care areas,together with ancillary site-improvements including an outdoor sports field on the approximately 8.29 acre, industrially-zoned.currently undeveloped Project Site. This decision is rendered pursuant to a. vote of the Cape Cod Commission at its hearing on the Project held August 3, 2017. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 1 I I FINDINGS The Commission hereby finds and determines as follows: GENERAL FINDINGS GF1. The Applicant proposes to construct an athletic training and recreational sports complex consisting of: • an approximately 91,885 square foot two-story athletic fieldhouse containing an indoor ice rink; indoor turf field; indoor swimming pool;locker rooms;batting cages; fitness, training and rehab areas;food and concessions; community meeting space; sports- related museum; accessory retail pro shop; office; and child care areas; and ancillary site improvements including an approximate 198'x 36o'outdoor playing field with artificial turf("Project"). GF2.The project site is approximately 8.29 acres of industrially-zoned,currently undeveloped land on Merchants Way and Business Lane in the Independence Park area of Hyannis,made up of four adjoining subdivision lots proposed to be combined into and used as a single development lot("Project Site"or"Site"). GF3.The Applicant has a lease with the Property Owner for the Project Site,with a Notice of Lease dated May 19, 2017,which allows the Applicant to permit, develop,maintain, operate and use the Project. . GF4. The Project requires Development of Regional Impact(DRI) review and approval pursuant to Section 3(e) of the Commission's Enabling Regulations Governing Review of Developments of Regional Impact("Enabling Regulations")because the Project proposes both net new commercial building development with a.Gross Floor Area of io,000 sq.ft. or more, and an Outdoor Use with a Total Project Area of 40,000,sq. ft. or more. GF5:The Applicant submitted a DRI and Hardship Exemption application to the Commission for the Project on May 19, 2017, and submitted supplemental application information throughout May,June and July 2017. The applicant seeks Hardship Exemption relief from compliance with various Minimum Performance Standards under the areas of Open Space and Recreation,'Transportation(Congestion Management),Affordable Housing, and Community Character in the Regional Policy Plan. The Town of Barnstable,through its Building Commissioner,referred.the Project to the Commission as a mandatory DRI by written referral dated July.10, 2017. The Project is reviewed subject to the 20og RPP,revised August 2012. The Commission held a public hearing on the Project August 3, 2017. GF6. The DRI/ Hardship Exemption application,consists of the following materials, according to which the Applicant proposes to develop, operate,use and maintain'the Project: SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN. F , Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 2 GF7. Upon request by an applicant, Section g of the Enabling Regulations authorizes the Commission to grant Hardship Exemption relief to the applicant from a Project's compliance with Minimum Performance Standards in the Regional Policy Plan where: i)the relief granted relates directly to, and is the minimum relief necessary to address,the identified hardship; and 2)the relief does not nullify or substantially derogate from the intent and purposes of the Cape Cod Commission Act, and will not.result in substantial detriment to the public good. GF8. The Commission grants the Applicant's request for Hardship Exemption relief from those Regional Policy Plan(RPP)Minimum Performance Standards, discussed in more detail in the RPP Consistency Findings section of this decision. The relief granted relates directly to, and is the minimum relief necessary to 'address,the identified hardship; does not nullify or substantially derogate from the intent and purposes of the Cape Cod Commission Act; and will not result in substantial detriment to the public good. GF8A.There is a public need and benefit to developing a sports and recreation center for the region, a first of its kind for Cape Cod, and on balance,the Project Site is an appropriate location for the use. The Site has good access to the regional transportation network and other existing infrastructure,but is located far enough from regional roadways so that its functional building and site design will not affect visual character along regional roadways. The Site is centrally-located in the region, and Hyannis serves as the principal commercial hub for the region. There are few mapped resource areas on the Site.The Site is designated for industrial and other uses, such as the large-scale use proposed,that would be inappropriate or less appropriate for location within village centers, down-town areas or mixed-use commercial centers. At the same time,the Project is located in vicinity to other uses and businesses in the Hyannis area that could benefit from and support the Project. GF8B.The Project is proposed as quasi-public, a private-public partnership and akin to "capital facilities,"defined in the Commission Act as public facilities, services or infrastructure necessary to support other development,with examples cited including schools,roads and sewers that are normally constructed and provided.by municipalities. GF8C.In its application,the Applicant has evidenced the benefit and need for the Project by a wide and varied collection of non-profit entities and public schools across Cape Cod, for which private action and investment is required in the absence of municipal construction and operation of such a Project. GF8D.The Applicant submitted a study commissioned by the Cape Cod Chamber of Commerce regarding the benefits,of,and impediments to, developing such a Project in the region. The Cape Cod Chamber of Commerce also submitted correspondence expressing its strong support for the Project,citing the study in the letter. The Chamber's letter and study suggests that the Project would be an economic development driver for the region,having positive effects on lodging,restaurant, retail and other industries. The Project would not only serve Cape Cod youth and their families,but support youth and families in the Cape Cod's vital visitor based economy. The Project serves the demands of a burgeoning youth sports industry that is growing locally and Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 3 nationally, adding variety to regional economy with opportunities to brings in new regional wealth and capital for Cape Cod businesses. GFBE.The above-referenced Cape Cod Chamber of Commerce sports facilities study cites the need and benefits associated with developing such a facility for Cape Cod,and also notes some of the impediments to development of such a facility, including anticipated high project.costs and availability of land appropriate for siting such a Project. The study suggests that municipalities typically develop such facilities, similar to the Town of Barnstable's development of the Hyannis Youth and Community Center (HYCC). The argument follows that, in the absence of municipal development of such a Project, accommodation and incentive is necessary to encourage private development to commit to such a singular Project, given the time,effort, cost, and uncertainties associated with permitting, constructing and operating such a facility. GFBF.The Applicant faces.several substantial hardships,financial and otherwise, in permitting, constructing and operating the Project;including those related to literal enforcement and application of certain Minimum Performance Standards (MPSs) in the RPP. Based on review of the financing pro forma the Applicant submitted,the Project is not uneconomic, and there is a reasonable return on investment anticipated. However, requiring significant up-front mitigation costs could frustrate or discourage development of the Project, and reduce the capital and revenues necessary to develop and operate the Project, especially given its business model where sufficient initial operating capital is critical to its potential for long-term success. Additionally,there are several operational- and design-related MPSs,the enforcement and application of which would interfere with the function utility,nature and purpose of the Project as a sports and recreation facility. p p J P �' GF9. The Project's proposed constituent uses are currently allowed in the town's Industrial zoning district in which the.Project is located. In response to and in anticipation of the Project, the Town is currently pursuing a zoning amendment that would change required setback, height and lot.coverage requirements in the subject district and Groundwater Protection Overlay districts. The zoning amendment would allow the Project to be permitted`by right' dimensionally under zoning, subject to administrative Site Plan Review. The zoning amendment would also create a new,specifically defined use"sports and recreation facility,' which would be allowed`by right'in the district. The Town's Planning Board voted to recommend adoption of the,amendment in July 2017. The Town Council.is anticipated to take up the proposed amendment at its August 17, 2017 meeting. Subject to adoption of the zoning amendment, or the Applicant otherwise obtaining zoning relief,and obtaining all required local permits,licenses and approvals for the Project,the Project is consistent with Barnstable municipal development ordinances. GF1o.The Project is consistent.with the Town of Barnstable's Local Comprehensive Plan. In its Local.Comprehensive Plan(LCP),the Town of Barnstable directs new commercial and industrial development to be located appropriately. The Project is located in an Industrial zoning district also designated by the Town and Commission as an Industrial Service and Trade Area,off of congested highway corridors.As previously referenced herein,the Town is considering a zoning amendment to encourage the development of sports and recreational facilities in the project area. Because of its size and nature, it would not be appropriate to locate the Project in a village Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 4 . . y.� center or downtown area.Youth recreation.needs is cited as a Health and Human Services priority in the Plan, noting the growth of this segment of the population. An overarching Plan goal is to encourage private development that supports appropriate economic development. The support of recreational activities and facilities and the visitor based economy are cited as goals and actions in the Economic Development section of the LCP. GF11. The Project is consistent with District of Critical Planning Concern(DCPC)implementing regulations applicable to the Project Site and the Project's constituent activities. Applicable DCPC implementing regulations are those adopted by the Town of Barnstable pursuant to the Cape-wide Fertilizer Management DCPC,which implanting regulations are in the form of a Fertilizer Nitrogen and Phosphorus Control Ordinance. This Ordinance regulates turf fertilizer applications within the Town. Most of the turf associated with the Project is artificial turf that does not require fertilization; for natural turf and other plantings,the Applicant has submitted a landscape maintenance protocol,which contains specific turf maintenance provisions that are consistent with Barnstable's Fertilizer Nitrogen and Phosphorus Control Ordinance. The Project is subject to local regulation through the Town's application of such Ordinance. GF12.The Project furthers and is consistent with fundamental purposes of the Cape Cod Commission Act, articulated in Section 1 of the Act, related to provision of adequate capital facilities,balanced economic growth and preservation of recreational values. GF13. The probable benefit of the Project is greater than the probable detriment of the Project. Probable Project benefits include: A. The Project furthers fundamental economic development, capital facilities, and recreational values and purposes of the Commission Act; B. The Project is locally owned, and has used or will use a significant number of local . contractors and service providers in its permitting and development; C. The Project adds economic variety to the region, addresses regional needs and demands, and is intended to serve both the local population and visitors; D. One of the Applicant's goals of the Project is the support of local non-profit sports groups and public schools, ranging from opportunities for needed field and facility use,to the housing of the proposed Cape Cod.Baseball League and its Hall of Fame Museum. E. Through the Cape Cod Foundation,the Applicant has established a scholarship fund for local student athletes. F. The Project is likely to have positive economic effects on local and regional accommodations, restaurant and similar and companion industries. G. The Project supplements and enhances municipal interests and alliances, such as the Project's relationship with the Hyannis Youth and Community Center. H. - The Project will reduce travel distances for hundreds of Cape Cod young athletes and families who are forced to travel long distances(including off-Cape)several times a week for access to similar facilities. I. The Project furthers the public health values and purposes of the Act by providing recreational and athletic opportunities to the community and,in particular to the youth population. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 201.7 Page 5. J. The Project.proposes innovative educational programs, including a"Coaches Symposium"to assist, mentor,and advance the professional training of coaches, including how to navigate collegiate and professional recruiting, as well as STEM classes and programs. Probable Project detriments include: A. The Project requires clearing and disturbance of a naturally vegetated Site, a portion of .which is mapped as a Zone II for its contribution to public drinking water supplies. GF14. Subject to the Hardship Exemption relief granted herein and discussed more specifically in the following RPP Consistency Findings,and subject to satisfaction of the Conditions contained herein,the Project is consistent with the applicable and material Goals and Minimum Performance Standards of the Regional Policy Plan:, RPP CONSISTENCY FINDINGS Land Use LUFi.The Project meets applicable MPSs in the Land Use issue area because it involves a use and development scheme appropriately located within an Industrial Service and Trade Area . (ISTA), and is so located within an ISTA on the Land Use Vision Map approved by the Town and the Commission. The Thornton Drive area surrounding the Site is heavily developed with industrial and commercial development, and utility corridors. Economic Development EDFi.The Project meets applicable MPSs in the Economic Development issue area because it involves a use and development scheme,appropriately located within an Industrial Service and Trade Area(ISTA), and is so located within an ISTA on the Land Use Vision Map approved by the Town and the Commission. Natural Resources NRF1. As the Project involves a significant amount of site clearing and disturbance, and the Project Site is currently undeveloped,the Applicant was required to have a Natural Resources Inventory(NRI)of the Site prepared. The Applicant submitted an NRI that complies with RPP requirements. The NRI does not reveal the presence of specimen trees, invasive species, wetlands,vernal pools,mapped Priority Habitat for Rare or Endangered Species or such species themselves,or other unique natural resource conditions on the Project Site. Thus,the Project will not have any significant impact with respect to these resources, and is consistent with the RPPs Wetlands/Wildlife and Plant Habitat issue area: NRF2. Approximately i.1 acres along the southern boundary of the Project Site is a Significant Natural Resource Area(SNRA)under the RPP because it is mapped as a Zone II for public Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 6 drinking water supply purposes.The remaining balance of the Project Site(approximately 7.19 acres)is not mapped as a Significant Natural Resources Area under the RPP. NRF3.The RPP requires that new development permanently restrict land to mitigate such development. Such`Open Space'land is to be restricted and held for conservation purposes, and provided in a 2:1 proportion of upland Open Space to site development area for sites or portions of sites located in SNRA, and in a proportion of m for sites or site areas not located in SNRA. So calculated,the Applicant would be required to permanently restrict approximately 9 acres of land as Open Space mitigation for the Project. NRF4. The Commission grants the Applicant's request for Hardship Exemption relief from the RPPs Open Space mitigation requirement: NRF4A. Given the size of the Project and land area necessary to undertake it, the Applicant's use of the Project Site is efficient. The proposed field-house is multi-level, and the Project.allows many different sports or training activities to be undertaken on the same site, even simultaneously. Because of the Applicant's need to.use the entirety of the Site for the Project,there is no area on the Site available for restriction. Every portion of the Project Site is at a premium;there is also little available land in the region where the Project would both be compatible and appropriate with surrounding land uses and development, and satisfy the programmatic needs and design of the Project. NRF4B.The RPP allows,in the discretion of the Commission,payments in lieu or restriction of off-site land as an alternative to on-site Open Space restriction mitigation requirements. The acquisition or payment of such land in the Town of Barnstable is likely between $1M and$2M. According to the Applicant, and based on a review of the Applicant's pro forma,it is unlikely the Project could bear such costs, and such costs. would likely prohibit financing for the Project,even with the pro forma evidencing a reasonable return on investment,within a five year period. NRF4C.The area around the Project Site is heavily developed with commercial and industrial uses,and any Site Open Space would not tie into a contiguous corridor of existing restricted open space off-site. NRF4D.The Site is specially designated by the Town and the Commission as an Industrial Service and Trade Area(ISTA) on the Regional Land Use Vision Map. There is limited availability of industrially zoned land across the region, and especially industrial land with an ISTA designation. These specially and infrequently designated areas are primarily intended to be developed(not restricted for conservation purposes), and developed with uses such as the one proposed. NRF4E.There is only one resource type on-site mapped by the Commission(Zone II), and the resource only affects a portion.of the Site. The Project is designed to protect the underlying resource in several ways:the Project will connect to and be served municipal sewer; Site Aormwater management is of a Low Impact Design type that treats and filters run-off; more environmentally friendly materials and practices will be used to Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 7 maintain the indoor pool and ice rink, and the Site building is located outside the portion of the Site mapped_as a Zone II. . NRF4F. The`Open Space'issue area of the RPP is more properly titled`Open Space and Recreation.' Though the issue area does not have any MPSs that deal specifically with recreation,the Goals of the issue area reflect the Commission Act and encourage active recreational opportunities. The Project furthers recreational interests, opportunities, goals and values referenced in the Commission Act and RPP. Water Resources WRF1. The Site lies wholly within the Millway subembayment watershed,which is within the larger Barnstable Harbor embayment watershed.Though it is anticipated that a critical nitrogen loading threshold will be established for the watershed through the Massachusetts Estuaries Project(MEP),where there is a draft technical report currently underway,no nitrogen total maximum daily load or critical nitrogen loading threshold has been established for the watershed, and there are currently no documented nutrient water quality issues in the watershed according to the Barnstable Harbor watershed report, dated September 2o16, included in the Area-wide, Section 208 Water Quality Plan Update. WRF2. The.Applicant submitted nitrogen loading calculations for the project, performed in accordance with the Commission's Nitrogen Loading Technical Bulletin. The Project has a site- wide nitrogen load of 2ppm, meeting the sitewide nitrogen loading standard of 5ppm under MPS WR1.i.for General Aquifer Protection and MPS WR2.1 for Drinking Water Quality, applicable to Wellhead Protection Areas. WRF2A. The Project will be connected to and served by municipal sewer. WRF3.A mapped Zone II drinking water supply area covers —1.1 acres of the southeastern corner of the Project Site,which is also a resource area identified on the Cape Cod Commission's Water Classification Map 1,incorporated into the RPP. The Project Site also contains -.25 acres mapped as a Groundwater Protection(GP) Overlay District and-3.41 acres mapped as a Wellhead Protection(WP) Overlay District(which overlaps in part with the Zone II), designated under local zoning as areas contributing to Barnstable's public drinking water wells. WRF4. No Hazardous Materials or Waste are proposed to be stored or generated on site within mapped Wellhead Protection Areas above Household Quantities, as these terms are defined in the RPP, consistent with MPS'WR2.2. Additionally, the fieldhouse(containing among other things,the swimming pool and ice rink)is located outside the areas of the Site mapped as a Zone II. Approximately half of the field house and associated pavement lie within the GP zoning overlay district. WRF4A. The"HazMat Waste Narrative"included in the DRI application identifies the specific waste streams anticipated to be generated on site.Ih addition to normal business and restaurant wastes to be generated, cleaning materials will be present in minor quantities and cooking oils will be recycled by licensed contractors. Cape Cod Training Center,Hyannis . DRI/Hardship Exemption Decision August 2017 Page 8 WRF4B.The ice rink facility will utilize commercial grade chillers using Freon gas (rather than ammonia) and an ethylene glycol water solution for ice production. The rink ice is held in an indoor ice pit that contains a melting piping loop. The water is then discharged to the ground through a leaching pit type infiltrator.. These practices should lower the risk of potential threat to groundwater relative to other commercially available alternatives. WRF4C. In regards to swimming pool operation,the Applicant proposes to use a salt generator for the swimming pool treatment system, removing the need to provide chlorine chemicals.Though chlorine is a byproduct of the.salt system,the chlorine levels are much lower than with a chlorine system:The pool backwash waste water is proposed to be held in a holding tank for approximately two weeks until the tested PH level is between 6.5 and 8.5, and is then proposed to be discharged to the ground through a leaching pit type infiltrator. Typical pH for ground water on Cape Cod is approximately 6 per USGS Water Resources Investigation 79-65.The proposal to'infiltrate wastewater associated with the pool and ice rink maintenance on site will be reviewed for water quality protection in accordance w/ Condition C2o herein. These practices should lower the risk of potential threat to groundwater relative to other commercially available alternatives. WRF4D.The outdoor sports field is located within Zone II Wellhead Protection Areas, mapped in the RPP, on the Site. However, the sports field is artificial and uses"Astro Turf'which does not require fertilization, eliminating the potential to leach nutrients to the Zone II area. WRF5. The Site's proposed stormwater management system will manage and infiltrate stormwater on Site,and is generally designed according to the requirements in the RPP. The Site system exceeds TSS removal requirements, consistent with MPS WR7.2.Additionally,there will be no new direct discharges,consistent with MPS WR7.1. WRF5A.The proposed stormwater management system specific to the parking/ pavement areas is designed to accommodate the 25-year, 24-hour storm.This system directs runoff to rain garden forebays for pretreatment and filtration,with additional infiltration capacity provided by underground leaching chambers.All pavement drainage areas on-site,with the exception of Drainage Area#9 located in the rear of the building, provide bioinfiltration for the first inch of stormwater required by MPS WR7.4. WRF5B. The artificial turf field is considered pervious, as the turf percolates at a rate of approximately 14inches/hr,meeting minimum guidelines established by.the Synthetic Turf Council.An inverted sump will be constructed below the lowest field grade to capture runoff that may occur during high intensity storms. Infill material for the turf will be comprised of Zeolite, gravel, and sand, enabling filtration of stormwater. The infill material does not include rubber. "Zeolite"is a porous volcanic material that will retain about 10,000- 12,000 gallons of water. According to the Applicant,infiltration cylinders could be included in the design,as needed. Cape Cod Training Center, Hyannis DRI/Hardship Exemption Decision August 2017 Page 9 WRF5C. Roof runoff is proposed'to be managed separately and will be directed to dedicated leaching pits for roof runoff, consistent with MPS WR7.4. WRF5D. Erosion controls specified on plans relate to stabilizing seeded slopes,but there are no other site-wide erosion control devices or strategies proposed to be implemented sitewide during construction. Waste Management WMF1. The Applicant submitted Construction Waste Management and.Hazardous Waste/ Materials Management protocols in its application materials that meet the MPSs of the RPP. Of note,the protocols propose use of more environmentally friendly materials and practices for maintenance and operations than available alternatives: ammonia products will not be used in rink maintenance activities, and saline rather than chlorine will be used for swimming pool operations. Affordable Housing AHF1.Affordable Housing Goal AH3 (Community Participation)requires commercial projects reviewed as DRIs to provide a payment based on the expected number of below-average-wage workers per square foot associated with a project,calculated in accordance with MPS AH3.1 (Mitigation Standard).Alternately, an applicant may choose to provide deed-restricted Affordable Housing units for 1o% of the expected below-average-wage workers associated with the project as detailed by MPS AH3.4(On-site Units Option). AHF2.As calculated under MPS AH3.1,the expected number of below-average-wage workers associated with the Project is 49, requiring the provision of 5 Affordable Housing units under MPS AH3.4. The Applicant has provided a staffing plan showing the expected actual number of below-average-wage workers associated with the Project will be 24,which would require the provision of 2 Affordable Housing units. AHF3. The Applicant has also detailed in the staffing plan submitted to the Commission that the majority of below-average-wage jobs associated with the Project,will be filled by members of the resident Total Athletics Seahawks junior ice hockey team,who are required through their program to be housed and employed by the Applicant.As these players are aged 16-20,will be relatively short-term residents, and must be housed through home-stay programs,they would unlikely be eligible for deed-restricted Affordable Housing as required under MPS AH3.4• Requiring monetary mitigation, a"Commercial Contribution, would reduce operating capital and financing available for the Project, and thus bring into question the ability to develop and operate the Project,and misses the overall purpose and intent of the AH MPSs relative to the unique staffing program for the Project,which Project is.unlikely to impact the need for Affordable Housing in the region given the nature of staffing proposed.. AHF4. The Commission grants the Applicant's.request for Hardship Exemption relief from the literal application and enforcement of MPS AH34 which would involve substantial hardship for the Applicant, as the Seahaw6 hockey program,with its own requirements, is a central feature of the overall Project program. Further,the Applicant will house significantly more than the Cape Cod Training Center, Hyannis DRI/Hardship Exemption Decision August 2017 ..� Page io required number of workers under a literal reading of MPS AH3.4,thus the home-stay program as an alternative to the provision of deed restrictedAffordable Housing units under MPS AH3.4 does not constitute a detriment to the public good and does not.derogate from the intent of Affordable Housing Goal A113,which is to require mitigation for anticipated impacts to the regional need for Affordable Housing. Through this housing arrangement,the Applicant is also helping support a mission of a local non-profit sports entity providing live-work opportunities for youth on Cape Cod. Ener�y EFi. The Project meets the MPSs of the Energy issue area,per MPS E1.7,by generating and satisfying a significant amount of the Project's energy demands through the installation and operation of roof-mounted solar arrays on the field house(though the application references proposed car port solar arrays,the Applicant has withdrawn its request for them). Transportation TFi.As described in the Traffic Impact and Access Study(TIAS),prepared by VHB, dated April 2017,the Applicant is proposing to develop the Site,with the"construction of an approximately 92,363 sf[square foot]building housing an indoor turf field, an ice skating rink, and various other indoor sports activities as well as an outdoor sports field and an approximately 946 sf snack bar."The TIAS, along with a follow-up memorandum from VHB, dated July 12, 2017, characterizes the existing condition of the roadways in the vicinity of the proposed project, presents potential impacts of the Project, and details transportation mitigation measures proposed by the Applicant. TF2.As presented in the TIAS, empirical traffic count data was collected at four sports complex facilities in eastern Massachusetts with similar characteristics to the proposed facility.This data was used to establish a trip generation rates that was then applied to the proposed sports complex. Commission transportation staff agrees with trip generation estimates as summarized in Table 1. Table r: Estimated Project Trip Generation 25%Trip Site-Generated Reduction Time Period Tripsl Requirem Net New Trips ents2 Weekday Daily 1450 -288 892 Weekday Evening Peak Hour 190 =47 143 Saturday Daily 1,040 -26o 78o Saturday Peak Hour 208 -51 152 Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 11 L Note: 1 Based on trip generation rates from empirical count data applied to a 92,363 sf facility 2 In accordance with the RPP TF3. Based on discussions with Commission staff,study area locations identified for analysis in the TIAS include the following intersections and roadway links: Intersections: • Route 132 at Route 6 Westbound Ramps . Route 132 at Route 6 Eastbound'Ramps • Route 132 at Shootflying Hill Road • Route 132 at Attucks Lane • Route 132 at Independence Drive/Enterprise Road • Phinneys Lane at Attucks Lane • Phinneys Lane at Kidd's Hill Road • Independence Drive at Attucks Lane • Independence Drive at Kidd's Hill Road • Willow Street at Route 6 Westbound Ramps • Kidds Hill Road at Industrial Boulevard • Kidds Hill Road at Merchants Boulevard • Merchants Way at Site Driveway Roadway Links: • Route 132 between Route 6 Westbound Ramps and Route 6 Eastbound Ramps • Route 132 between Route 6 Eastbound Ramps and Shootflying Hill Road • Route 132.between Shootflying Hill Road and Attucks Lane • Route 132 between Attucks Lane and Independence Drive • Attucks Lane between Route 132 and Phinneys Lane Attucks Lane between Phinneys Lane Phinney's Lane between Attucks Lane and Kidd's Hill Road 0 Independence Drive between Route 132 and Attucks Lane 0 Independence Drive between Attucks Lane and Kidd's Hill Road • Kidd's Hill Road between Phinney's Lane and Independence Drive TF4. The TIAS presents a crash analysis of all study area locations*and identifies the following . five locations as high-crash locations(three or more crashes per year): • Route 132 at Route 6 Westbound Ramps Route 132 at Route 6 Eastbound Ramps • Route 132 at Shootflying Hill Road • Route 132 at Attucks Lane Route 132 at Independence Drive/Enterprise Road *Note: The intersection of Attucks Lane at Independence Drive was included as a high-crash location in the TL4S, but upon further investigation of crash data by VHB it was determined Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 12 that many of the crashes occurring in a nearby parking lot. With the removal of these crashes from the intersection, this location is no longer considered a high-crash location. TF5.The crash analysis presented in the TIAS presented no major safety deficiencies at these locations with crash rates well below the regional average when considering the volume of traffic through the intersections. Potential minor safety improvements at these high-crash locations have or will be made implemented by other projects in the area in the near,future. Given the relatively low crash rates at study area intersections and the improvement already planned, Commission staff requested the Applicant focus on potential safety impacts at unsignalized intersection in close proximity to the Project Site. TF6.At the request of Commission staff,VHB conducted`field inspections of existing geometry,signage, and pavement markings at three key intersections near the site that patrons of the proposed facility will travel through getting to.and from the proposed facility." This included the unsignalized intersection of Industrial Boulevard at Kidds Hill Road, Merchants Way at Kidds Hill Road, and Kidds Hill Road at Independence Drive.While none of these locations exhibit substantial crash history,the Applicant has committed to making safety improvements at these locations for benefits of patrons of the facility and the public. TF7.As presented in the TIAS and the follow-up memo,the Applicant has committed to implementation of the following safety mitigation actions,which satisfy RPP motorist safety requirements: Industrial Boulevard at Kidds Hill Road o "Add Lane striping, STOP Bar/Stop Sign along the Industrial Boulevard Approach to the intersection." o "Add STOP AHEAD sign(MUTCD W3-i)to Merchants Way approach" o "Add Intersection Ahead warnings signs to the Kidd's Hill northbound and southbound approaches to the intersection MUTCD W2-7." • Merchants Way at Kidds Hill Road o "Add Lane striping, and a STOP Sign/STOP Bar along the Merchants Way approach to the intersection." o "Add STOP AHEAD sign(MUTCD W3-i)to Merchants Way approach" o "Add Intersection Ahead warnings sign to the Kidd's Hill southbound approach to the intersection MUTCD W277." • Kidds Hill Road at Independence Drive o "Install New STOP sign/Stop Bar along the Kidd's Hill Road approach to the intersection.The location of both will be optimized,within the MUTCD placement requirements to optimize visibility." o "Add Intersection Ahead.warnings sign to the Kidd's Hill southbound approach to the intersection MUTCD W2-7." o "Add supplemental plaques(MUTCD R1-3P)to each STOP sign at the intersection." o "Trim vegetation along each approach to the intersection to optimize visibility to signage to the extent possible within the existing Right of Way. Since Independence Drive is a private roadway,it is assumed that the owners will allow this improvement to be done since it is in the public interest." Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 13 TF8.To address and satisfy the RPP's non-motorist safety requirements, and provide non- motorist connectivity to the regional pedestrian and bicycle pedestrian network,the Applicant has committed to constructing approximately goo feet of sidewalk along portions of Merchants Way and Kidds Hill Road,including a crosswalk across Kidds Hill Road.The new sidewalk,with appropriate crosswalks and curb ramps,will provide a safe connection between the project side and the sidewalk that currently existing on Wilkens Lane all the way to Attucks Lane.This concept is presented as"Potential Sidewalk Route A"in the July 12, 2017 VHB.memo. TF9.As noted in the July 12, 2017 VHB memo, "Wilkens Lane is a private road owned by Cape Cod Healthcare and development along Wilkens Lane is only partially completed and therefore the sidewalk is gated and not currently accessible to the public."Allowing public access for pedestrians along Wilkens Lane is key to ensuring that patrons of the proposed sports complex can,access the regional sidewalk network along with the numerous nearby destinations and transit service. TF1o..Once complete,the new sidewalk will also link the proposed project with future Cape Cod Rail Trail extension that is envisioned to follow a route that runs along Kidds Hill Road. TFii.The RPP requires that the Site must be designed to safely accommodate all road users, including pedestrians and bicyclists.The current site plans will need to be revised to provide safe connections between the proposed new sidewalk and buildings and other attractions on Site.The current site plans will also need to be revised to ensure pedestrians can move safely around the Site,including from the parking spaces in the rear of the building. TF12.The Applicant has proposed a Travel Demand Management(TDM)program to meet the 25-percent trip reduction requirement under Goal TR2. This TDM program is detailed in the TIAS and includes measures aimed at promoting carpooling/ridesharing,encouraging use of public transit, utilizing local shuttles/buses to and from schools and hotel facilities,facilitating bicycle and pedestrian access to and within the Site, and providing a host of on-site amenities. In addition, or more specifically, activities on the Site as part of the TDM program include: • Preferred/reserved parking for employees/patrons who rideshar%arpool • On-site restaurant with full food and beverage service • Lunch and break rooms equipped with refrigerators and microwaves,etc.for employees who.may wish to prepare their own food • On site fitness center • Locker Rooms—with changing rooms and showers • Bicycle storage =exterior bike.racks plus a secure interior storage room TF13. Furthermore,the Applicant will"designate and employee(or employees)that will be responsible for managing the TDM program. The designates coordinator will encourage participation in the program and will distribute information to employees and patrons regarding all available trip reduction strategies."This TDM coordinator shall consult with MassRIDES staff as part of their TDM plan implementation.All TDM program materials,. including current bus schedules, shall be posted on a bulletin board in the facility viewable by employees and patrons. Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision . August 2017 . Page 14 • r TF14.With the construction of the new sidewalk proposed by the Applicant and a revised site plan that more safely accommodates pedestrians,implementation of the TDM program satisfies the RPP's trip reduction requirements. TF15.The Applicant proposes 210 paved parking spaces on Site,based on a calculation of one space for every three occupants with 630 occupants assumed.This calculation is consistent with the requirements of local zoning; however,given the unique nature of this Site and use,the Applicant might consider undertaking a parking demand analysis to determine the appropriate number of spaces.An area of approximately 3,500 sq ft of parking area to the northwest of the filedhouse is pervious pavement. The Applicant is also encouraged to consider the further use of unpaved or pervious parking areas and the use of existing off-site parking areas-for overflow parking where appropriate to minimize the total number of paved/impervious areas on the Site. TF16.The TIAS presents a detailed analysis of potential congestion impacts on study area intersections and roadway segments. The overall congestion impact on the roadway network within the study area is relatively minor and future congestion benefits from the provision of the non-motorist facilities(sidewalk and related infrastructure)within the study area offset these impacts within the study area. TF17.Where there are anticipated trips and effects beyond the study area, such as with'the Project and its proposed constituent uses, the Commission analyzes congestion impacts beyond the study area established in the TIAS. Based on a vehicle miles traveled transit equivalency approach, as presented in the TIAS,a monetary contribution of$532,100 would be required to offset these congestion impacts. Commission staff suggests that this calculation was performed in accordance with the procedure detailed in Technical Bulletin 96-o03 and suggests that a monetary contribution of$532,100 would offset the congestion impacts of the Project beyond the study area. TF18. Commission staff suggests that beyond the study-area,the Project will have quantifiable congestion impacts,but these impacts are not likely to have a significant impact on the operations of the roadway network except during special events.As such,granting the Applicant's request for Hardship Exemption relief,in the amount of$532,100 for congestion impacts outside of the study area,would not nullify or substantially derogate from the intent and purposes of the Act,and would not result in a substantial detriment to the public good.The requirement for such mitigation payment would reduce operating capital and financing available for the Project,and thus bring into question the ability to develop and operate the Project. TF19.As special events at the Project Site may have congestion impacts within and beyond the study area,a Traffic Management Plan should be developed in consultation with Town of . Barnstable staff and emergency personal to effectively manage the traffic from these events. Heritage Preservation/Community Character HPCCFI.The Applicant filed a Project Notification Form with the Massachusetts Historical Commission(MHC)regarding the potential for archaeological resources in the Project area. Verbal confirmation was received from MHC that MHC had no comments on the Project. Cape Cod Training Center,.Hyannis DRI/Hardship Exemption Decision August 2017 Page 15 Though the Site is undeveloped,the area surrounding the Site is heavily developed with commercial and industrial uses and development. There are no known archaeological resources, or historic structures, resources or districts on or within close proximity to the Project Site. HPCCF2.All proposed building and parking area exterior lighting fixtures meet the requirements of MPS HPCC2.11 (Exterior Lighting)in that they provide full-cutoff at go-degrees from vertical, do not light areas beyond the property bounds, and result in fewer than 8 foot- candles of light at grade. Lighting for the playing field does not meet these requirements,but a . literal enforcement and.application of this MPS would involve substantial hardship for the Applicant in that 8 foot-candles is significantly below recommended lighting levels for playing fields of the type proposed, and would interfere with the utility,nature and purpose of the Project. The Applicant submitted industry best management practices for sports field lighting. The Project utilizes modern LED field lighting fixtures with significantly greater optical control than traditional flood lighting and proposed lighting levels are consistent with recommended lighting levels for facilities of this type.. Based ion the Project utilizing industry best practices for lighting of this type,the Project does not constitute a detriment to the public good and does.not derogate from the intent of MPS HPCC2.11,which is to reduce unnecessary site lighting. HPCCF3. Given the proposed location within the Hyannis industrial area,the Project will not be visible from any regional roadways or distinctive neighborhoods, giving it more flexibility in building design,site design,and building materials. MPS HPCC 2.7 allows non-traditional materials,forms and site designs in industrial parks or areas not visible from regional roadways. The proposed building is large (approx. 72,000 sf footprint)and ranges in height from 28 to 44 feet,but due to existing topography it will be sited approximately 25-40 feet below the grade at the north and east portions of the site,reducing its visibility. Specifications for the proposed exterior building materials (insulated metal sandwich panels and standing seam metal roof) have been provided..The site and building design of the.Project and building materials to be used are functional in nature and appropriate to 1'ocation in the subject mapped ISTA,where the Project is not visible from regional roadways. Parking is not located to the front of the fieldhouse,but to the sides and rear of the fieldhouse. To the extent necessary,the Commission grants Hardship Exemption relief from MPS.HPCC 2.7,where the Project will require clearing a majority of the currently wooded Site, and new plantings are not proposed to screen the Project from public view. Such screening would interfere with the function,nature and purpose of the proposed use,especially where the outdoor field occupies a good deal of the frontage of the Project Site and the Project is not visible from a regional roadway or distinctive area. HPCCF4. The Applicant provided a functional landscape plan and maintenance protocol/ contract that meets RPP requirements, appropriate to the nature of the Project. Such plan provides some planting along Merchants Way and Business Way,along the perimeter of the Site, and within and adjacent to internal parking islands. The Applicant has articulated in its narrative that additional plantings will be installed in the stormwater biofiltration areas;the current plans show the stormwater biofiltration areas as grassed swales. The Applicant shall submit revised landscaping and stormwater plans depicting additional plantings in stormwater . biofiltration areas. t CONCLUSION Cape Cod Training Center, Hyannis DRI/Hardship Exemption Decision August 2017 Page 16 Based on the above Findings, the Commission hereby approves the Cape Cod Training Center Project described herein as a Development of Regional Impact/ Hardship Exemption, subject to the Conditions,below. CONDITIONS C1.When final,this decision shall be valid and in effect for a period of 7 years, and local development permits may be issued pursuant hereto for a period of 7 years from the date of this written decision.This decision shall be final when the appeal period set out in Section 17 of the Cape Cod Commission Act has elapsed without appeal.(or if such an appeal has been filed,when the appeal has been finally settled, dismissed, adjudicated, or otherwise disposed of in favor of the Applicant),and a copy of this decision has been recorded with the Barnstable Registry of Deeds,and registered with the Barnstable Land Court, as applicable. The Applicant shall bear the costs or recording or registering this decision. C2.This decision shall be appurtenant to and run with the property which is the subject Project Site. The decision shall bind and be enforceable against, and inure to the benefit of,the Applicant,its successors, and assigns. C3.The Applicant shall obtain all necessary federal,state, and municipal permits,.licenses, and approvals for the Project,including but not limited to those from the Town of Barnstable and from the Massachusetts Department of Transportation for roadwork and work in road layout, and provide copies of the same to the Commission, prior to commencement of any Project building construction. GC3(a).The Project's consistency with municipal development by-laws,regulations or ordinances shall be evidenced and confirmed by the Applicant obtaining all said necessary municipal permits,licenses and approvals. C4.The Project shall be undertaken, constructed,operated, and maintained in accordance with the Findings and Conditions set out herein,including the plans and documents referenced below("Approved Project Plans.") When and as supplemental or revised plans and documents required to be submitted as Conditions of this decision are reviewed and approved by Commission staff, such plans and documents shall be deemed incorporated into the Approved Project Plans to supplement or substitute for those plans and documents approved herein,as the case may be, and the Project shall similarly be undertaken, constructed,operated, and maintained in accordance with the same. Failure to comply, and remain in compliance,with all findings and conditions stated herein may be deemed cause to revoke or require modification to this decision. This decision does not permit any other work or development at the Project Site, including tree and vegetation clearing and removal,except as authorized herein. See Exhibit B attached hereto and incorporated herein Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 17 C5. Pursuant to section 9(b)(iv)(3) of the Enabling Regulations,upon considering any Modification to this decision,the Commission may in its discretion as part of such Modification request require additional or full compliance.with the Minimum Performance Standards for which relief is granted hereunder if the Commission finds that the basis for the original Hardship Exemption has changed. C6. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall: a. submit final project plans as approved by state,federal, and municipal authorities for review by Commission staff who will determine their consistency with this decision. If Commission staff determines that the final plans are not substantially consistent with the Approved Project Plans,the Commission requires that the . Applicant seek a modification to this decision for further review and approval of the-Project changes in accordance with the "Modification"section of the Commission's Enabling Regulations in effect at the time the modification is sought; b. provide evidence to the Commission that a copy of this decision has been provided to and received by the general contractor for the Project. Copies of this decision and Approved Project Plans shall be maintained on-site during Project construction. c. Provide the Commission a recorded copy of a perimeter plan for the Site eliminating existing interior lot lines of its constituent parcels. . C7. Prior to and as a condition to issuance of a Building Permit by the Town,the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that evidences that all conditions in this decision required to have been satisfied prior to the issuance of a Preliminary Certificate of Compliance have been satisfied,.and that the Project is in compliance with this j decision. C8. Prior to and as a condition to issuance of a'Certificate of Use/Occupancy for the Project by the Town,the Applicant shall obtain a Final Certificate of Compliance from the Commission that evidences that all conditions in this decision required to.have been satisfied prior to issuance of a Final Certificate of Compliance have been satisfied and that the Project is in compliance with this decision. C9. Commission staff will undertake a review of the Project's compliance with this decision, including the applicable conditions hereof, upon the Applicant's request to the Commission for issuance of any Certificate of Compliance.At the time the Applicant requests such a Certificate, it shall provide Commission staff a list of key project contact(s), along with their telephone numbers,mailing addresses,and email addresses,in the event questions arise during the Commission's compliance review.As part of its compliance review, Commission staff may make, and the Applicant hereby authorizes, site inspections upon reasonable notice to the Applicant, as Cape Cod Training Center, Hyannis DRI/Hardship Exemption Decision August 2017 Page 18 such visits are needed. Upon review,the Commission shall either prepare and issue the requested Certificate,or inform the Applicant in writing of any compliance deficiencies and the ' remedial action required for the issuance of the requested Certificate. Cio.The Applicant shall connect the Project to the municipal sewer system, and the Project shall be served by municipal sewer: C11. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide for Commission staff review and approval final construction plans.and details about Site stormwater and drainage facilities consistent with the Stormwater standards contained under Goal 7 of the Water Resources RPP issue area, including: A. more detailed Erosion.Control plan with best management practices for erosion and sedimentation control during construction,including a sequencing plan for construction activities and location for stockpiling of soils and other materials, consistent with MPS WR7.9; B. final construction design of the artificial field turf stormwater system, sufficient to infiltrate the 25-year, 24-hour storm, and stormwater operations and maintenance provisions for the artificial turf field,including consideration for infiltration cylinders; C. details/cross-section about proposed plantings in biofiltration areas, and installation,operation and maintenance practices for such biofiltration plantings. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans,"and the Project shall be constructed, maintained,used and operated according to such plans and documents: C12. One year after completion of the Project's stormwater system, a qualified engineer shall provide written certification to the Commission that the Project's stormwater system is functioning as designed and approved, according to MPS WR7.10 C13.The Applicant shall not install signs,vegetation, or other visual obstructions in a manner that would create an obstruction to safe sight distance at the Site drives. Cape Cod Commission staff will conduct a site visit to confirm that no signs,vegetation, or other visual obstructions have been placed in a manner that would create an obstruction to safe sight distance at the Site drives,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. C14. The Applicant shall prepare a revised site plan addressing pedestrian safety concerns detailed in finding TF11 herein for review and approval by Commission staff,prior to and as a condition to issuance of a Preliminary Certificate of Compliance.by the Commission. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans," and the Project shall be constructed,maintained,used and operated according to such plan. Cape Cod Training Center, Hyannis DRI/Hardship Exemption Decision August 2017 Page ig C15.The Applicant shall implement the safety mitigation measures detailed in Finding TF7 herein at the intersections of Industrial Boulevard at Kidds Hill Road, Merchants Way at Kidds Hill Road, and Kidds Hill Road at Independence Drive,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission.. Ci6.The Applicant shall install the off-Site sidewalks, crosswalks and related infrastructure, and on-Site connections to these sidewalks,presented as "Potential Sidewalk Route A"in the July 12, 2017 VHB memo,and discussed in Findings TF8,TF9, and TFio herein. Prior to and as a condition to issuance.of Preliminary Certificate of Compliance by the Commission,the Applicant shall provide for Commission staff review and approval final construction plans and details for the same,including details about ADA compliance for sidewalks and curb ramps.Where the sufficient right-of-way'exists and where additional tree removal and grading would not be required,the proposed sidewalk should be offset from roadway to improve pedestrian safety and level of comfort. The Applicant shall install said infrastructure prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. C17.The Applicant shall implement and maintain its proposed Travel Demand Management (TDM) Program for the Project as detailed in Finding TF12 and TIT 13 herein. Cape Cod Commission staff will conduct a site visit to confirm that on-site elements of the TDM program have been implemented,prior to and as a condition to issuance of a Final Certificate of Compliance by the Commission. C18.As discussed in Finding TF19 herein,the Applicant shall prepare and implement a Traffic Management Plan,in consultation with Town of Barnstable staff and emergency personal, designed to effectively manage the traffic from special events at the Project Site. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall provide a copy of such Plan to Commission staff for review and approval, as . reviewed and approved by Town officials. Ci9. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall submit for Commission staff review and approval a revised landscaping plan,and corresponding revised`landscape maintenance protocol/contract,with appropriate plantings in stormwater biofiltration areas. When and as approved by Commission staff,the foregoing.shall be part of the"Approved Project Plans,"and the Project shall be constructed, maintained,used and operated according to such revised plan. C20. Prior to and as a condition to issuance of a Preliminary Certificate of Compliance by the Commission,the Applicant shall submit for Commission staff review and approval an operations and maintenance protocol for the pool and ice rink,including appropriate storage protocols for maintenance materials and products, and provisions for appropriate storage and. disposal of wastewater from the pool and ice rink,which may be required off-site. When and as approved by Commission staff,the foregoing shall be part of the"Approved Project Plans,"and the Project shall be constructed,maintained,used and operated according to such revised protocol. SIGNATURE PAGE FOLLOWS Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 20i7 Page 20 SIGNATURE(S) Executed this day of��� ' S 2017. VV Signature Print Name and Title COMMONWEALTH OF MASSACHUSETTS Barnstable,ss c,4O0 y , 2017 Before me,the undersigned notary public, personally appeared ,in his/her capacity as of the Cape Cod Commission,whose name is signed on the preceding document, and such person acknowledged to me that he/she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification,which was [ ] photographic identification with signature issue y a federal or state governmental agency, [ ] oath or affirmation of a credible witness, or Vpersonal knowledge of the undersigned. GA(LP HANIEY s Ngi*ry Public COAIMOMWEALTH.4F M11SSI►CMfJBETTS c M„y Ccc�nnrtnss�o�i`�plrea st8mber28�:2nte Notary Public SEAL My Commission Expires: a'a8 S Cape Cod Training Center, Hyannis DRI/Hardship Exemption Decision August 2017 Page 21 Exhibit A—Cape Cod Training Center DRI/HDEX Application and Review Materials Application to the Cape Cod Commission dated May, 2017, consisting of 23 tabs, including: • Property and Project Description (Tab 2) • Community Partners /Community Benefits (Tab 3) • RPP Compliance and Hardship Relief(Tab 4) • . Memorandum of Lease dated May 19, 2017 (Tab 6(B)) • List of Anticipated Project Land Use Permits/Approvals (Tab 8) • Design Narrative, dated November 29, 2016 (Tab 10) • Natural Resources Inventory dated March 2017 (Tab 11) • Nitrogen Loading Calculations dated November 25,2016.(Tab 12) • Storm-water Drainage Calculations dated November 27, 2016 and Drainage Operation and Maintenance Plan dated March 27, 20.17.(Tab 13) • Traffic Impact and Access Study dated April 2017 (Tab 14). • FAA Determinations (6 total) of No Hazard to Air Navigation for building dated October 19,. 201'6 (Tab 16) • •Hazardous Material Narrative dated November 18, 2016 (Tab 18) • Construction Waste Management Plan dated November 18, 2016 (Tab 19) • Photo Simulation/Rendering of Project(Tab 22(A)) •„ Email communications (2) from Attorney Eliza Cox of Nutter McClennen&Fish, LLP dated May 31, 2017 and June 2,2017 to Attorney Jon Idman re: community character details, including building materials/colors,roof slope, and solar panels. • Energy Consumption/Generation Report prepared by Science Wares, Inc., dated May 31, 2017re: roof mounted solar panels • Correspondence dated June 9,2017 from Attorney Eliza Cox of Nutter McClennen&Fish,LLP with Exhibits A-E with Project pro forma, letters from St.John Paul II High School and Sturgis Charter Public Schools, describing anticipated school usage of Project, further describing relationship with HYCC, anticipated employment, and letters of support from Cape Cod Chamber of Commerce and Trinity Christian Academy • (Updated)FAA Determination of No Hazard to Air Navigation dated June 20,2017 for proposed field lighting. • Turf and Landscape Maintenance Contract, dated June 21, 2017 • Correspondence dated June 28, 2017 with staffing and employment data and information on the ice hockey billet program • Updated and supplemental transportation memorandum(with attachments) from VHB, dated July 12, 2017 • Stormwater&Drainage Report,Appendix F, dated 2017-07-26,prepared by Baxter Nye • NCAA Best Lighting Standards,Football(2011) • Lighting Standards of the US Soccer Foundation(2007) • Youth and Amateur Sports Tourism Opportunity on Cape Cod, Summary Level Strategy Report, prepared for the Cape Cod Convention and Visitor's Bureau by SFA LLC,April 2015 Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 = Page 22 Civil Site Plans • "Comprehensive Plan Cover Sheet Cape Cod Training Center"prepared by Falmouth Engineering dated November 25, 2016 consisting of 4 sheets, as follows: o Cover Sheet o Existing Conditions Plan(Sheet 2 of 4) o Site Plan(Sheet 3 of 4)revised 7/27/17 o . Standard Details Plan(Sheet 4 of 4) Architectural Plans • Colored Architectural Plans prepared by Pando Associates Architects (plans not dated, but included in Tab 22(B)of the Application Materials): o Exterior Elevations, Sheet SK-41) o First Floor Plan, Sheet A-1.0 o .Mezzanine Plan Overall, Sheet A-1.3 • "Exterior Elevations"prepared by Pando Associates Architects, Inc., Sheet A-2.0, dated . "Progress 27 Sept. 2016" • "Roof Plan"prepared by Pando Associates Architects, Inc., Sheet A-1.6, dated"Progress 27 Sept.2016" • Insulated Metal Wall Panel Specifications,MetlSpan(CF Light Mesa) • Standing Seam Roof Specifications,Metallic Building Company Landscape Plan_ • "Site Planting and Landscape Plan"prepared by Desley Landscape Consulting&Design dated December 30,2016. Photometric Plans • Sheet SL1, entitled"Lighting Plan, Schedules and Specifications"prepared by SK& Associates dated September 13, 2016 (Parking Lot Photometrics) • Sheet SL2,entitled"Lighting Plan, Schedules and Specifications"prepared by SK& . Associates dated September 13,2016 (Field Photometrics) • Sheet SL3, entitled"Lighting Pole and Fixture Info, Specifications"preparedby SK& Associates dated September 13,2016 Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 23 Exhibit B-Cape Cod Training Center DRY HDEX Approved Project Plans • Nitrogen Loading Calculations dated November.25, 2016 • Storm-water Drainage Calculations dated November 27,2016 and Drainage Operation and Maintenance Plan dated March 27, 2017 • Traffic Impact and Access Study dated April.2017 • Hazardous Material Narrative dated November 18, 2016 • Construction Waste Management Plan dated November 18,2016 • Energy Consumption/Generation,Report prepared by Science Wares,Inc., dated May 31, 2017 re: roof mounted solar panels • Turf and Landscape Maintenance Contract, dated June 21, 2017 Updated and supplemental transportation memorandum (with attachments) from VHB, dated July 12, 2017 • Stormwater&Drainage Report,Appendix F, dated 2017-07-26,prepared by Baxter Nye Civil Site Plans • "Comprehensive Plan Cover Sheet Cape Cod Training Center"prepared by Falmouth Engineering dated November 25,2016 consisting of 4 sheets, as follows: o Cover Sheet o Existing Conditions Plan(Sheet 2 of 4) o Site Plan,revised 7/27/17.(Sheet 3 of 4) 0 . Standard Details Plan(Sheet 4 of 4) Architectural Plans • Colored Architectural Plans prepared by Pando Associates Architects (plans not dated, but included in Tab 22(B) of the Application Materials): :) o Exterior Elevations, Sheet SK-41) .o First Floor Plan, Sheet A-1.0 o Mezzanine Plan Overall, Sheet A-1.3 • "Exterior Elevations"prepared by Pando Associates Architects,Inc., Sheet A-2.0, dated "Progress 27 Sept. 2016" • "Roof Plan"prepared by Pando AS: Architects,Inc., Sheet A-1.6, dated"Progress 27 Sept. 2016" • Insulated Metal Wall Panel Specifications, MetlSpan(CF Light Mesa) • StandingSeam Roof Specifications,Metallic Building Company P g p Y Landscape Plan • "Site.Planting and Landscape Plan"prepared by Desley Landscape Consulting&Design dated December 30,2016. (Note-to be revised, including removal of`concessions building) Photometric Plans Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision F August 2017 Y Page 24 t • Sheet SLI, entitled"Lighting Plan,Schedules and Specifications"prepared by SK& Associates dated September 13,2016 (Parking Lot Photometrics) • Sheet SL2, entitled"Lighting Plan, Schedules and Specifications"prepared by SK,& Associates dated September 13,2016 (Field Photometrics) • Sheet SL3, entitled"Lighting Pole and Fixture Info, Specifications"prepared by SK& Associates dated September 13,2016 Cape Cod Training Center,Hyannis DRI/Hardship Exemption Decision August 2017 Page 25 t. r EXIT'E' 213 x.15" STAIR#2 —� -•.-- ------ 32"min.door ELEC TEIE/ --on 108'provided DATA 20 213 x.20"... . __..._ 43'min.stair — 120'provided 600 capacity TOTAL OCCUPANCY AT SECOND`rLOOR: 775 SCENARIO 2:'RECREATIONAL ACTIVITIES"-THE BASIS FOR THIS SCENARIO IS PUBLIC SKATING AT RINK 1. LEAGUE GAME OR PRACTICE WITH FULL SPECTATOR OCCUPANCY AT RINK 2. THE GYMNASIUM WILL HAVE FULL RECREATIONAL OCCUPANCY. THE TEEN CENTER MULTI-PURPOSE ROOM AND ADMIN SUITE WILL HAVE FULL OCCUPANCY. SECOND FLOOR OCCUPANCY CALCULATED AT: 263 OCCUPANTS AT RINK 2(SEATED SPECTATORS) 350'OCCUPANTS AT GYMNASIUM AND WALKING TRACK(50SF/OCCUPANT) 26 OCCUPANTS AT PRO SHOP(50SF/OCCUPANT) 44 OCCUPANTS AT TEEN CENTER(50SF/OCCUPANT) 54 OCCUPANTS AT MULTI-PURPOSE ROOM(15SF/OCCUPANT) 22 OCCUPANTS AT CONFERENCE ROOM(15SF/OCCUPANT) 16 OCCUPANTS(STAFF AT CONCESSION,MAINTENANCE,RINK,ADMIN.) IN ACCORDANCE WITH 780CMR 1006.2:2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. EXITS ARE AS FOLLOWS: STAIR#2=213 OCCUPANTS EXIT W= 397 OCCUPANTS(50%OF SECOND FLOOR& EGRESS FROM BELOW) EXIT'C'= 88 OCCUPANTS(26%OF GYMNASIUM OCCUPANTS) EXIT"D'= 88 OCCUPANTS-(25%OF GYMNASIUM OCCUPANTS) EXIT"E'= 213 OCCUPANTS(50%OF SECOND FLOOR,LESS GYM) EXIT'F'= 175 OCCUPANTS(50%OF GYM/TRACK OCCUPANTS)-INC.IN'A' EXIT-1" = 132 OCCUPANTS(2 @ 50%OF RINK 2 SPECTATORS) ., SECOND FLOOR ENTRY LEVEL EGRESS PLAN • 1f' a cE-+ a f 'q . REFRIGERATION Jj�l PUMP ROOM 24 f 163: 1 OFFI 2 i �. '. _jp0 SF l 611( 17d / 68 63� r aeoond floor STORAGE - --- — -- E.6. uv f STORAGE EL£C EXIT'J' EXIT'R' - i .. 470SF ROOM - 'EX1T'L` EXIT'M' -' STAIR-1' 183x 15 163z.15 02 ua = 6ax.15' 24x,15 24-5 min.door 24.5 min'.door 10'min-door 3:8'min.door 144`Pr VWW 72'pravtded L70T'E' y 213 x 2t1" UI J... (..,....... :._.,:... _ .i 38'provided 72'provided 960 capacity 480 cepaaly 213 x.15' 43'min.stair 240 capac7Y 480 rapacity 32'min.door - 120'provded 108.provided 600 capedb 720 rapadty TOTAL OCCUPANCY AT FIRST FLOOR: 429 SCENARIO 3:-GYMNASIUM ASSEMBLY -THE BASIS FOR THIS SCENARIO IS PUBLIC NOTE: SKATING AT RINK 1. LEAGUE GAME OR PRACTICE WITH FULL SPECTATOR OCCUPANCY UNDER SCENARIO 3 THE OCCUPANCY AT THE FIRST FLOOR IS AT RINK 2. THE GYMNASIUM WILL HAVE FULL ASSEMBLY OCCUPANCY.THE TEEN THE SAME AS INDICATED IN SCENARIO 2 THE INCREASED CENTER MULTI-PURPOSE ROOM AND ADMiN SUITE WILL HAVE FULL OCCUPANCY. OCCUPANCY 15 LIMITED TO THE GYMNASIUM.THIS ADDITIONAL LOAD CAN BE MET BY THE CAPACITY OF THE MAIN ENTRY AND FIRST FLOOR OCCUPANCY CALCULATED AT: ADDITIONAL EGRESS FROM THE GYMNASIUM. 326 OCCUPANTS ON THE ICE(RINK 1) 48 OCCUPANTS ON THE ICE(RINK 2 2 TEAMS,PLAYERS,COACHES&OFFICUdS) 48 OCCUPANTS AT LOCKER ROOMS(2 TEAMS,PLAYERS,COACHES&OFFICIALS) 7 OCCUPANTS(STAFF AT CONCESSION,SKATE RENTAL,FIRST AID&MAINT. IN ACCORDANCE WITH 780CMR 100622 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE41ALF OF ALL OCCUPANTS, THE REMAINING.ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. IN ACCORDANCE WITH 78DCMR I00&Z3 PLACES OF ASSEMBLY USED FOR SKATING RINKS SHALL NOT BE LOCATED BELOW THE FLOOR NEAREST GRADE. THEREFORE THE BUILDING HAS BEEN DESIGNED SO THAT EGRESS FROM THE RINK LEVEL OCCURS AT GRADE. EXITS ARE AS FOLLOWS: MAIN STAIR=9 OCCUPANTS(NON-RINK OCCUPANTS) EXIT'E'=213 OCCUPANTS(FROM SECOND FLOOR) DOT'J'-163 OCCUPANTS(ONE-HALF RINK i OCCUPANTS) EXIT W=163 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS) EXIT V= 68 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS/LOCKER OCCUPANTS) EXIT'M'=24 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS) r:"�\FIRST FLOOR(RINK LEVEL)EGRESS PLAN r - 1500 SF F 12p SFR' } :FINANCE •-+COPY � '•tDIRECTOR 185 SF AREA 200 SF _ f t s _ w _,_ ... _.. .__.. .._ --MARKETiNOMGR �J .. 1 240 SF 2 13 1 J STORAGE •— i 213x.15' STAIR#2— ELEC II TELE/ 32'min-door E i 108.provided � DATA T-- 213x zo------. _43'min.stein 120'.provided 6W capacity TOTAL OCCUPANCY AT SECOND FLOOR: 1385 SCENARIO 3;'GYMNASIUM ASSEMBLY"-THE BASIS FOR THIS SCENARIO iS PUBLIC SKATING AT RINK 1. LEAGUE GAME OR PRACTICE WITH FULL SPECTATOR OCCUPANCY AT RINK 2.THE GYMNASIUM WILL HAVE FULL ASSEMBLY OCCUPANCY.THE TEEN CENTER mum PURPOSE ROOM AND ADMIN SUITE WILL HAVE FULL OCCUPANCY. SECOND FLOOR OCCUPANCY CALCULATED AT: 263.OCCUPANTS AT RINK 2(SEATED SPECTATORS) M OCCUPANTS AT GYMNASIUM AND WALKING TRACK(GWF/OCCUPANT) 26 OCCUPANTS AT PRO SHOP(60SF/OCCUPANT) 44 OCCUPANTS AT TEEN CENTER(50SF/OCCUPANT) 54 OCCUPANTS AT MULTI-PURPOSE ROOM(15SF/OCCUPANT) 22 OCCUPANTS AT CONFERENCE ROOM(15SF/OCCUPANT) 16 OCCUPANTS(STAFF AT CONCESSION,MAINTENANCE,RINK ADMIN.) IN ACCORDANCE WITH 780CMR 100622 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS.THE REMAINING ONE+HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE EXITS ARE AS FOLLOWS: STAIR#2=213 OCCUPANTS EXIT'A!= 702 OCCUPANTS(50%OF.SECOND FLOOR&EGRESS FROM BELOW) EXIT'C'= 240 OCCUPANTS(25%OF GYMNASIUM OCCUPANTS) EXIT-D'= 240 OCCUPANTS(25%OF GYMNASIUM OCCUPANTS) EXIT'E'= 213 OCCUPANTS(50%OF SECOND FLOOR LESS GYM) EXIT-P= 175 OCCUPANTS(50%OF GYM/TRACK OCCUPANTS)-INC.IN-A' EXIT-1- = 132 OCCUPANTS(2 G 50%OF RINK 2 SPECTATORS) 2 SECOND FLOOR(ENTRY LEVEL)EGRESS PLAN 0 4' e 1 �le�f Ii� UP. i j° STORAGE i ELEC EXIT"J" EXIT"K' - 81 470 SF ROOM STAIR 1. 24 x.15" 68 x.15" #2 ue 3.6"min.door 10"min.door ,.. ----- 144"provided 72"provided EXIT"E" 960 capacity 480 capacity 81 x.15" 81 x 20 _16"min.stair v �" 12"min.door 120"provided 108"provided 600 capacity 720 capacity TOTAL OCCUPANCY AT FIRST FLOOR: 615 SCENARIO 4:"TRADE SHOW* THE BASIS FOR THIS SCENARIO IS A TRADE SHOW AT RINK 2. RINK 1 WOULD BE LIMITED TO SKATING PRACTICE WITH NO SPECTATOR OCCUPANCY..THE GYMNASIUM WILL HAVE FULL RECREATIONAL OCCUPANCY-THE TEEN CENTER MULTI-PURPOSE ROOM AND ADMIN SUITE WILL HAVE FULL OCCUPANCY I FIRST FLOOR OCCUPANCY CALCULATED AT: 512 OCCUPANTS AT RINK 2(184 VENDORS(2/BOOTH),328 VISITORS 30SF/OCCUPANT) 48 OCCUPANTS ON THE ICE(48/RINK=PLAYERS,COACHES,OFFICIALS) 48 OCCUPANTS AT LOCKER ROOMS(2 TEAMS,PLAYERS,COACHES&OFFICIALS) 7 OCCUPANTS(STAFF AT CONCESSION,SKATE RENTAL,FIRST AIDA MAINT. IN ACCORDANCE WITH 780CMR 10062.2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. IN ACCORDANCE WITH 780CMR 1006.2.3 PLACES OF ASSEMBLY USED FOR SKATING RINKS SHALL NOT BE LOCATED BELOW THE FLOOR NEAREST GRADE. THEREFORE THE BUILDING HAS BEEN DESIGNED SO THAT EGRESS FROM THE RINK LEVEL OCCURS AT GRADE. s D EXITS ARE AS FOLLOWS: +D �x MAIN STAIR=256 OCCUPANTS(NON-RINK OCCUPANTS) O O Q EXIT"E"=81 OCCUPANTS(FROM SECOND FLOOR) EXIT,."=24 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS) EXIT"K"=68 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS/LOCKER OCCUPANTS) EXIT"L"=128 OCCUPANTS(25%OF RINK 2 OCCUPANTS) EXIT"M"=128 OCCUPANTS(25%OF RINK 2 OCCUPANTS) EXIT"O"=256 OCCUPANTS(50%OF RINK 2 OCCUPANTS) FIRST FLOOR RINK LEVEL EGRESS PLAN u ,D EXIT E' 81 X.151 STAIR#2 -- --- 12"min.door i ELEC TELE! _. �- DATA N 108"provided :i 16"min.stair _ 120"provided WO capacity TOTAL OCCUPANCY AT SECOND FLOOR: 512 SCENARIO 4:'TRADE SHOW"-THE BASIS FOR THIS SCENARIO IS A TRADE SHOW AT RINK 2. RINK I WOULD.BE LIMITED TO SKATING PRACTICE WITH NO SPECTATOR OCCUPANCY. THE GYMNASIUM WILL HAVE FULL RECREATIONAL OCCUPANCY_THE TEEN CENTER MULTI-PURPOSE ROOM AND ADMIN SUITE WILL HAVE FULL OCCUPANCY. SECOND FLOOR OCCUPANCY CALCULATED AT: 350 OCCUPANTS AT GYMNASIUM AND WALKING TRACK(50SF/OCCUPANT) 20 OCCUPANTS AT PRO SHOP(50SF/OCCUPANT) 44 OCCUPANTS AT TEEN CENTER(50SF/OCCUPANT) 54 OCCUPANTS AT MULTI-PURPOSE ROOM(15SF/OCCUPANT) 22 OCCUPANTS AT CONFERENCE ROOM(15SF/OCCUPANT) 16 OCCUPANTS(STAFF AT CONCESSION,MAINTENANCE,RINK,ADMIN.) IN ACCORDANCE WITH 780CMR 10062.2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. EXITS ARE AS FOLLOWS: STAIR#1 =256 OCCUPANTS(50%OF OCCUPANTS FROM RINK 2) STAIR#2= 81 OCCUPANTS EXIT'A 512 OCCUPANTS(50%OF SECOND FLOOR& EGRESS FROM BELOW) EXIT"C"= 88 OCCUPANTS(25%OF GYMNASIUM OCCUPANTS) EXIT"D'= 88 OCCUPANTS(25%OF GYMNASIUM OCCUPANTS) EXIT'E'= 81 OCCUPANTS(50%OF SECOND FLOOR,LESS GYM) EXIT'F"= 175 OCCUPANTS(50%OF GYM/TRACK OCCUPANTS)-INC.IN'A" 2 SECOND FLOOR ENTRY LEVEL EGRESS PLAN EC STORAGE E 4770 SF ROOM � STAIR--- 'Y13f _ S, 163 x.15" 163 x.15" #2 up, i; 68 24.5"min.door 24.5"min.door10' EXIT"E" — ..... 144"provided 72"provided 213 x ZU ___.._. ..._ 36 960 capacity 480 capacity 213 x-15" _43"min.stair � � 24 32".min:door 120"provided 108"provided 600 capacity 720 capacity TOTAL OCCUPANCY AT FIRST FLOOR: 429 SCENARIO 2:"RECREATIONAL ACTIVITIES'-THE BASIS FOR THIS SCENARIO IS PUBLIC SKATING AT RINK 1. LEAGUE GAME OR PRACTICE WITH FULL SPECTATOR OCCUPANCY AT RINK 2. THE GYMNASIUM WILL HAVE FULL RECREATIONAL OCCUPANCY. THE TEEN CENTER MULTI-PURPOSE ROOM AND ADMIN SUITE WILL HAVE FULL OCCUPANCY. FIRST FLOOR OCCUPANCY CALCULATED AT: 326 OCCUPANTS ON THE ICE(RINK 1) 48 OCCUPANTS ON THE ICE(RINK.2-2 TEAMS,PLAYERS,COACHES&OFFICIALS) 48 OCCUPANTS AT LOCKER ROOMS(2 TEAMS,PLAYERS,COACHES&OFFICIALS) 7 OCCUPANTS(STAFF AT CONCESSION,SKATE RENTAL,FIRST AID;&MAINT. IN ACCORDANCE WITH 780CMR 1006.2.2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. IN ACCORDANCE WITH 780CMR 1006.2.3 PLACES OF ASSEMBLY USED FOR SKATING RINKS SHALL NOT BE LOCATED BELOW THE FLOOR NEAREST GRADE. THEREFORE THE BUILDING HAS BEEN DESIGNED SO THAT EGRESS FROM THE RINK LEVEL OCCURS AT GRADE. EXITS ARE AS FOLLOWS: MAIN STAIR=9 OCCUPANTS(NON-RINK OCCUPANTS) EXIT"E"=213 OCCUPANTS(FROM SECOND FLOOR) EXIT"J"=163 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS) EXIT"K"=163 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS) EXIT%L = 68 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS]LOCKER OCCUPANTS) EXIT"M"= 24 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS) FIRST FLOOR R)NK LEVEL EGRESS PLAN TOTAL OCCUPANCY AT SECOND FLOOR: 2005 SCENARIO 1:"MAJOR EVENT"-THE BASIS FOR THIS SCENARIO IS MAJOR HOCKEY/ ICE EVENT WITH FULL SPECTATOR OCCUPANCY AT RINK 1. UNDER THIS TYPE OF EVENT RINK 2 WOULD ONLY BE USED FOR PRACTICE/WARM-UPS AND WOULD HOLD NO SPECTATOR OCCUPANTS. THE GYMNASIUM WOULD TYPICALLY NOT-BE USED HOWEVER WE ARE INCLUDING OCCUPANCY COUNTS BASED ON FULL RECREATIONAL USE. OVERALL TOTAL OCCUPANTS USED TO CALCULATE EGRESS REQUIREMENTS EXCEED REALISTIC OCCUPANT LOADS. SECOND FLOOR OCCUPANCY CALCULATED AT: 1493 OCCUPANTS AT RINK 1 (SEATED SPECTATORS) 350 OCCUPANTS AT GYMNASIUM AND WALKING TRACK(50SF/OCCUPANT) 26 OCCUPANTS AT PRO SHOP(50SF/OCCUPANT) 44 OCCUPANTS AT TEEN CENTER(50SF/OCCUPANT) 54 OCCUPANTS AT MULTI-PURPOSE ROOM(15SF/OCCUPANT) 22 OCCUPANTS AT CONFERENCE ROOM(15SF/OCCUPANT) 16 OCCUPANTS(STAFF AT CONCESSION,MAINTENANCE,RINK,ADMIN.) 1N ACCORDANCE WITH 780CMR 1006.22 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. EXITS ARE AS FOLLOWS: STAIR#2=600 OCCUPANTS EXIT"A"=1032 OCCUPANTS(50%OF SECOND FLOOR& EGRESS FROM BELOW) EXIT"B"= 228 OCCUPANTS(50%OF END RINK SPECTATORS) EXIT"C"= 88 OCCUPANTS(25%OF GYMNASIUM OCCUPANTS) EXIT"D"= 88 OCCUPANTS(25%OF GYMNASIUM OCCUPANTS) EXIT"E"= 600 OCCUPANTS(50%OF SIDE RINK SPECTATORS&2ND FLOOR LESS GYM) EXIT"F"= 175 OCCUPANTS(50%OF GYM/TRACK OCCUPANTS)-INC.IN"A" SECOND FLOOR ENTRY LEVEL EGRESS PLAN EXIT"G"= 283 OCCUPANTS(PARTIAL RINK 1 SPECTATORS)-INC.IN"A"&"E" EXIT"H"= 863 OCCUPANTS(PARTIAL RINK 1 SPECTATORS)-INC. IN"A"&"E" EXIT"I" = 132 OCCUPANTS(2 @ 50%OF RINK 2 SPECTATORS)-n/a FOR SCENARIO 1 720 capacity TOTAL OCCUPANCY AT FIRST FLOOR: 171 SCENARIO 1:"MAJOR EVENT"-THE BASIS FOR THIS SCENARIO IS MAJOR HOCKEY/ ICE EVENT WITH FULL SPECTATOR OCCUPANCY AT RINK 1. UNDER THIS TYPE OF EVENT RINK 2 WOULD ONLY BE USED FOR PRACTICE(WARM-UPS AND WOULD HOLD NO SPECTATOR OCCUPANTS. THE GYMNASIUM WOULD TYPICALLY NOT BE USED HOWEVER WE ARE INCLUDING OCCUPANCY COUNTS BASED ON FULL RECREATIONAL USE. OVERALL TOTAL OCCUPANTS USED TO CALCULATE EGRESS REQUIREMENTS EXCEED REALISTIC OCCUPANT LOADS. FIRST FLOOR OCCUPANCY CALCULATED AT: 96 OCCUPANTS ON THE ICE(48/RINK=PLAYERS,COACHES,OFFICIALS) 48 OCCUPANTS AT LOCKER ROOMS(2 TEAMS,PLAYERS,COACHES&OFFICIALS) 24 OCCUPANTS AT RINK 1'(SEATED SPECTATORS AT PLATFORM) 7 OCCUPANTS(STAFF AT CONCESSION,SKATE RENTAL,FIRST AID&MAINT. IN ACCORDANCE WITH'780CMR 1006.2.2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. IN ACCORDANCE WITH 780CMR 1006.2.3 PLACES OF ASSEMBLY USED FOR SKATING RINKS SHALL NOT BE LOCATED BELOW THE FLOOR NEAREST GRADE. THEREFORE THE BUILDING HAS BEEN DESIGNED SO THAT EGRESS FROM THE RINK LEVEL OCCURS AT GRADE. EXITS ARE AS FOLLOWS: MAIN STAIR=29 OCCUPANTS(NON-RINK OCCUPANTS) EXIT"E"=600 OCCUPANTS(FROM SECOND FLOOR) EXIT"J"=24 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS) EXIT"K"=52 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS/LOCKER OCCUPANTS) FIRST FLOOR JRINK LEVEL EGRESS PLAN EXIT"L"=46 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS/LOCKER OCCUPANTS) - EXIT"M"=24 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS) EXIT"N"=25 OCCUPANTS(RINK 1 SPECTATORS) 120"provided 600 capacity TOTAL OCCUPANCY AT SECOND FLOOR: 1529 SCENARIO 5:"CONCERT EVENT"-THE BASIS FOR THIS SCENARIO IS CONCERT EVENT IN RINK 1, lJNDER THIS TYPE OF ONLY RINK 1 WILL BE.OCCUPIED,THE GYMNASIUM,TEEN CENTER AND MULTI-PURPOSE ROOM WILL HAVE NO ADDITIONAL OCCUPANT LOAD. OCCUPANTS/SPECTATORS SEATED IN THE BLEACHERS WILL ENTER THROUGH THE MAIN ENTRANCE(50%REQUIRED TO EXIT THIS WAY). THE OCCUPANTS/SPECTATORS IN THE FLOOR SEATS WILL ENTER THROUGH A SPECIAL ENTRANCE SET UP AT THE SOUTH END OF THE BUILDING FOR THIS TYPE OF EVENT ONLY. SECOND FLOOR OCCUPANCY CALCULATED AT:, 1493 OCCUPANTS AT RINK 1 (SEATED SPECTATORS) 26 OCCUPANTS AT PRO SHOP(50SF/OCCUPANT) 10 OCCUPANTS(STAFF AT CONCESSION,SECURITY) IN ACCORDANCE WITH 780CMR 1006.2.2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. EXITS ARE AS FOLLOWS: STAIR#2=537 OCCUPANTS EXIT"A"= 794 OCCUPANTS(50%OF SECOND FLOOR& EGRESS FROM BELOW) EXIT"B"= 228 OCCUPANTS(50%OF END RINK SPECTATORS) EXIT"E"= .537 OCCUPANTS(50%OF SIDE RINK SPECTATORS&2ND FLOOR) EXIT"G"= 283 OCCUPANTS(PARTIAL RINK 1 SPECTATORS)-INC. IN"A"&"E" EXIT"H"= 863 OCCUPANTS(PARTIAL RINK 1 SPECTATORS)-INC.IN"A"&"E" SECOND FLOOR ENTRY LEVEL EGRESS PLAN 7. (exoesds f4tlla§64q. second from STORAGE 180 y -- � TOR STORAGE ELEC EXIT'J" EXIT'9C" .i STAIR U0. 470SF } ROOM 537 i 720 x.15" 360 x_15" #2 3.6"min.door 54"min-door S ----- 108"provided 72"provided EXIT"E" —. 960 capacity 480 capacity 537 x.15" L._.107'min.stair 81"min.door 120"provided 108"provided 600 capacity 720 capacity TOTAL OCCUPANCY AT FIRST FLOOR: 1469 SCENARIO 5:'CONCERT EVENT -THE BASIS FOR THIS SCENARIO IS CONCERT EVENT IN RINK 1. UNDER THIS TYPE OF ONLY RINK 1 WILL BE OCCUPIED,THE GYMNASIUM,TEEN CENTER AND MULTI-PURPOSE ROOM WILL HAVE NO ADDITIONAL OCCUPANT LOAD. OCCUPANTSI SPECTATORS SEATED IN THE BLEACHERS WILL ENTER THROUGH THE MAIN ENTRANCE(50%REQUIRED TO EXIT THIS WAY). THE OCCUPANTS/SPECTATORS IN THE FLOOR SEATS WILL ENTER THROUGH A:SPECIAL ENTRANCE SET UP AT THE SOUTH END OF THE BUILDING FOR THIS TYPE OF EVENT ONLY. FIRST FLOOR OCCUPANCY CALCULATED AT: 1440 OCCUPANTS ON THE FLOOR 24 OCCUPANTS AT RINK I(SEATED SPECTATORS AT.PLATFORM) 5 OCCUPANTS(STAFF AT CONCESSION,SKATE RENTAL,FIRSTAID$MAINT. IN ACCORDANCE WITH 780CMR 1006.2.2 A SINGLE MAIN ENTRANCE MUST ACCOMMODATE ONE-HALF OF ALL OCCUPANTS. THE REMAINING ONE-HALF SHALL BE DISTRIBUTED EVENLY TO EXITS WITHIN THAT SPACE. EXITS ARE AS FOLLOWS: MAIN STAIR=29 OCCUPANTS(NON-FLOOR OCCUPANTS) EXIT"E"=537 OCCUPANTS(FROM SECOND FLOOR) EXIT"J"=720 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS) EXIT-K"=360 OCCUPANTS(ONE-HALF RINK 1 OCCUPANTS/LOCKER OCCUPANTS) EXIT"L"=180 OCCUPANTS(ONE-HALF RINK 2 OCCUPANTS/LOCKER OCCUPANTS) EXIT"M"=180 OCCUPANTS(ONE-HALF RINK 2'OCCUPANTS) EXIT"N"=25 OCCUPANTS(RINK I SPECTATORS) FIRST FLOOR RINK LEVEL_EGRESS PLAN BUILDING CODE GENERAL DATA L BUILDING PROJECT DATA Ill. CODE REQUIREMENTS A.Prded NOW Hyanrb YouIha C&mvtvCermr S.Legal AA]fasa:. 1011osspdtane A.Applicable Code: F.Chapter 6:Typee at Conslnlctlon f P Myaartg,MA 02801 COMB Date C.o0w, Team of lamnstable 1.(in rma&ftealsWroa RaHra}e D.Oanef pP oiad Rap, Tam of B n da* 180 CMR-61h Edition Massachuselts State Cade (N houreRada Earl 8 e.Extatta6wtrgWells 2ttar MIA E.HewCarsb dldn Yee 621 CMR.Messechusetis Ayctdlecttirel Access Board Regi9a m b.InWW BemtrgPmfill m 21" -WA F.Grou'CarsVuc6at Area IOZ69590 Elevator ReguWlom d,Fad Pa*Wags 2 hat NIA G.Ha Slorfes 15033) I a Fee SeMadar Asewntiliea. 2 r" 2 Mar 248 Ch4R Matradlusetis State Fuel Gas&Pltnlg Coda a 51savdb,t:srts.Shaft 2 telr 2 tier B.ZONING DATA AND REQUIREMENTS ttassCWWoM(N0n86&ng)WA WA S.CHAPTER 3-USE AND OCCUPANCY 1.ExhA I.UseGoW(303). A-3Asaentbly a.c4loam 1•tr2WX 14V har A Ap*"2adng ad=W 2.Rfe Separation(Table 313.11) Nara Re*W - h.Finaf094ibg Cam3u£an 1-12 her 1.1.2 tar Owe of the Toms of amnstablo.MA Etyrdx.U.I-Deaaaft Part b GeamalOr6namee,Chapaor24;Zmitg C.CHAPTER 6•TYPE OF CONSTRUCIWN L.Roo0Ca0ag Cm*u:gm l hnr below IS-'AFP B.Watn'Me al ZaBg reap CwWxbm Typo(903W8)Type24 HalecM EqA Ul.Deson N. 74ft Map Of the Tmm of Bade to12712W5 'Per meeting*let"Pro"Code DlEdWs 0*motbaBognat C.ApOOMe Zone-RS-ReslmidalB D.Chapter a:special use Requirements tequbed P Ore pmerglaemad dudrg we net ra*sM tobetoW.The 1.Abpm{4001A) - - walking tract is to I.txx.4.w a ne�ea id thaelom D.ApamplUm y SIt�ePam5y0wt�ag a.Snake Cardrd Pm WDM(40U) aep'd.R>hM(2)Skx 'See Brew nottetphd W be re0al E.FxamplUsae Akatt*oReaeabon, b.EOtramrres(404m raga.14R pamon 'sae Below .. F.Zoning H + 'Pvrmm"w+3h Hya*Code001dossrBUR tr Additional Notes: 1 Mia LO Am 43,SWd -361,714d oo&be wWved de enidabe&VtoppedSoftr 24'dwp b t.Relerto the Code Report prepared by llmgaom HwAU+Atdetypelorkotwdaaaxlendyde, 2 Min.lot Frontage 29 See taavided aromWlle pmirteterdftec>peM+p. 2Reler ao tie Propatad P4ardMrg Caxtt niearo tkt>rd GCr�er3g:2WTkpareyebmfep6edfi¢seaar0e. 3 Min.Lot VA Ot 1W 507 E.Chapter$:General Bulldlrtg Lbritedone m uttBd PMV1d6d 3.Reter>o me ProDawd PmMrg.CgmHmetm deladOtdoaer 30;200trortmsLyshmesmtleM9Pahhg spare. 4 For6Yard Setaedc -20' ZOQ 1.Fn Obi Hyena 5 Side Ymd 3e3edr iv 1S 2.Max:T@!;4 Area(t'dbli" A 19,8 W 6 Hear Yard Satbook 1Q W 3.steer Farago Incem(mm B 150% Yea 10 Dan*Req (mm[Idnbmmp) HIA 4.SpiiiJa erooaw(9" C.2011% Yes 11 Max.Heiltm(Am..sbeQ 2.12 Stories,W 2 Slwles,30 @Gym 5.TOW Area Berne Red mike D ea,775.* 63,5605o 12 FkmAma WA 83MFagrrra 4Ame Rdadlm Tahle($WA) Nona T.Max Aloe kNIFlea D t%mggtF 63.580Bd 6.Fee.WalRe%&W('TeU34W) WA. 9.Max..pendded how cram*503) 6wries;6S 2staies.30®Gym 1 iR HOUR RATING AT MACH Rbl FLOOR STRUCTURE 2 HOUR RATING i!,rr��� s�'f !F y r�/ iy '� r �"•� ,+5 �' �.ic/�t rr�r ..sk. � r� f ;.. t� :{! -Y J.✓-.- t� ELEVA ,r y E ,,� �i �'�/`,F' Y� FIR&? !If �,�Cfrl� � �'"`j/��� RATING �� r - I� y.% r � � i' 4,1/ !rI/� � �/y`.µpi f f-'—M y{ ? F�~'vP 'Elyrr'Y f .,1:%.il,'/j�f'•.'�'/ff... -r11�� �.; �/i f,//// /�/r1/1 .G r �,/'./'i� �� r i%sit lam .- /' } \ _ � -- v / 7 ! > r Zx TOP PLATE ib' Ntk.. HEADER +` ,-_cap;, MAX. PANEL .6 HEK3HT ' HEADER AATNNL N�IG' TO r I t 2-2► STUDS �NI I I THM TO EACH } N APA RATED SHEATHINO .•I a lu" WH. 24/0 EXP. 1 .I•I hl• � MI• NO fASTEHERS 2-2r BLOCKNC AT t' 0 ®IOGc214 ANY PLYWOOD JOINT 6d HAA.S AT I•I It HEADERS &PLATES, •�f rl STUDS .I I Lt. �•i r 0 •Ut I•I APPROYED HOOKED-END 'I'I • WOOD CONCRETE CONNECTORS WITH •�I 1- 2 Y %X/},t)t.G «'r 3-2x PLATL4 ,I (f NAIL SHUT14NG I;* L TO EACH PLATE �%oy� SRakf_- WALL )>m7A j I I 9y9 E k i I } J w UI jti l l47 � i L -�P� } , MICHELE CUD ILO P.E. *'"A� St�uaturol� �nr�;nwer f2S�coitonw Lone, entervtue. YOeaoehusetts 02632' j Drawn By: MC Dote: j 1 �`� d Draw. � }r Scolc: AS NOTED I Rev. 0SK _ j E File Nome: 17�X Project No.;7c`+, � Florence, Brian From: Mike Sherman <mikesherman111 @gmail.com> Sent: Tuesday,January 16, 2018 6:16 PM To: Florence, Brian Cc: william collett Subject: Total Athletics.of Cape Cod Mr. Florence, Please recognize me-Mike Sherman-the majority owner of Total Athletics of Cape Cod (TACC) -as the only person rightfully empowered to represent the interest of TACC when it comes to nullifying our building permit application as it currently stands in the town of Barnstable. Any other person or party acting as an agent of TACC without my consent is doing so without any authorization from me and is not acting in TACC's best interest. Any questions or concerns related to this matter please feel free to contact me at: 832-588-4933. Thank you. Mike Sherman Sent from my Whone 1 ! - \ �' '.(•per. Y' � SR•Pn It R rei gti51(C ���ri i Pwttt n � \rt.w4 PMPAC:JInt �.` '�i `.`\ ! LWl 1D�tLt YW vu.Y WYCM1P I P�A'AA 1� Yl i 1 l /� aitik xexLait C:tGM 'K zr(q`-yam,. ccwwr MERCHANTS WAY �—'--• `—.--- i � � •... Lsl a T--_�.__.— n,. '�'._--_____�—' _�_._._..—._ P i PLAN OF LAND IN SARNSTABLE.MA.'+ CCTC LAC(GR UND LESSEE} 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CU CAPE' ® L�' (508) 362-3828 o Fay (508) 362-3136 a www.capecodcommission.org C0M;MISS10ff -� CERTIFIED MAIL—RETURN RECEIPT REQUESTED Tracking Number: 7o16 0340 0001 0138 2055 "Z tf) July 14,2017 rr— C Total Athletics of Cape Cod,Inc.&CCTC,LLC c/o Eliza Cox,Esq. Project: Cape Cod Training Center Nutter McClennen&Fish,LLP 90,110&130 Merchant's.Way, and P.O.Box 1630 20 Business Lane,Barnstable,MA - Hyannis,MA 026o1 CCC Project#: TR17015 Dear Attorney Cox: This letter serves as notice that the above-referenced project has been referred to the Cape Cod Commission (Commission)as a mandatory Development of Regional Impact(DRI)pursuant to Section 3 of Chapter A,Code of Cape Cod Commission Regulations,Enabling Regulations Governing Review of Developments of Regionallmpact.The Commission received the referral from the Town of Barnstable through the Barnstable Interim Building Commissioner, Jeffrey.Lauzon,on July_o,2017.Enclosed is a copy of the DRI referral form. In accordance with the Cape Cod Commission Act,the Commission is required to open the public hearing period on the project within sixty(6o)days of the receipt of the DRI referral,which date in this case is September 7,2017. Pursuant to the Enabling Regulations,upon receiving notice that the project has been referred to the Commission as a mandatory DRI,the Applicant shall file an application for DRI review. No substantive public hearing on the DRI will be scheduled or held.until Commission staff deems the application complete. No municipal development permits may be reviewed or issued until the Commission completes its review and issues a DRI approval. The Commission received a DRI Hardship Exemption review application from the Applicant on May 24,2017 and . Commission staff is reviewing the application materials submitted to date. Jon Idman,Chief Regulatory Officer at the Commission,is the'project manager and your contact person. Please do not hesitate to contact Mr.Idman should you have further questions. Sincerely, Gail Hanley,Commission erk Enclosure cc:File '7/Z-° Royden Richardson,Barnstable Commission Representative By certified mail: Elizabeth Jenkino,Barnstable Town Planner/DRI Liaison Ann Quirk,Barnstable Town Clerk V/Jeffrey Lauzon,Interim Barnstable Building Commissioner Raymond Lang,Chair Barnstable Planning Board Thomas McKean;Barnstable Health Department Brian Florence,Chair Barnstable Zoning Board of Appeals Tom Lee,Chair Barnstable Conservation Commission E i V E I i I JUL -10 2017 j i Development of Regional Impact (DR:I) - -- Referral Form .:od f0`;;( ; j0n Please attach a copy of the original municipal development permit application or site plan review, subdivision,or other application showing the date on which it was received by the . Municipal Agency. Receipt of this information via the U.S. Mail or delivered in person to the Cape Cod Commission constitutes a referral for purposes of Chapter 716 of the Acts of 1989, as amended. Referred by: Town and.Agency Barnstable Official Building Commissioner x Mandatory referral Discretionary referral Limited Discretionary Referral (please see the back of this form) Project Name_ Cane Cod Training Center Project Proponent Name_Tntal Athlatir.S of(-ane C'nd Inn. ; anti ('( T(, I I C Address_cla Fli7a ('.n)(, Esq M ittPr /lr:(;IPnnr-n R Fish I I P Pn Rnx i R.sn Hyannis, NIA 02601 Telephone �08-970-543I Brief description of the project including, where applicable, gross floor area, lots, units, acres and specific uses: Applicants propose to construct an approx. 91,885 sf, 2-story, athletic field house containing an indoor ice rink, indoor turf field, indoor swimming pool, locker rooms, batting cages, fitness, training and rehab areas,food & concessions, community meeting space sports-related museum accessory retail pro shop office &child care areas together with storage and building infrastructure areas. Project also includes an approx. 180x330 foot outdoor light dP turf field,210 parking spaces access/egress, landscaping- lighting yignaoe roof-mounted solar nanalc irtilitiac anti nthar city im rnvamantG nn ^n nrnx$7q ^rra inrliictri li�i-7nnarl \inrant city Project location: 9O, 110 R 130 Aarrhant's M/2)1 anti 20 RucinAcs I anP Rarn.tahlP List municipal agency(ies) before which a municipal. development permit is pending: Site Plan Review (',nmmittPP Paul Roma, Building Commissioner /0 7 Print Name of Authorized ature Date Referring Representative i I — € N/l: N AND O" EAU'.OW LLC .AAF-'T'AM!AA Y SAUCF4k Pak-:.�\ '� -'��L•� s e'a `'i •,\ PAUL ''CNk:r<sX.,xRi:, `i.f3S'EE i S hprr I N AN1�CK.t: E. 'TiIC P'ry`C•j.�_` - �'.#'# _•� �v _ �~'' "^-ram. c.a.�.. ,R. r MERCHANTS ,JAY I: I co PLAN OF LAUD IN; BARN5l*ASLZ. AAA_ )I - F. , .a !k g y,?;'n. >r<PL _ ate...-:F L i C S F 1 � I � - .. . 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