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0333 IYANNOUGH ROAD/RTE 28
t� s era - 3�3 --3q i t i �� ' F�{ shellfishing permit.This d on the basis of one... ,A _._....._..............................................._....................__._...,...._......................._........___..__............_......_._........_....._........._...._._.._.. J permit..............................8 II be made on forms...An ent permit:Name, 'focess;and Such... permit......... ... ................2 e revoked or suspended earing with the Town u apt:Js .v:ecasts:a rot use?co;'•350. LTH+BUILDING+PERMIT 7/6/2018 Town of Barnstable r �REC�EI�PT ' 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-1940 Date Recieved: 6/15/2018 Job Location: 333 IYANNOUGH ROAD/RTE 28,HYANNIS Permit For: Building-Sign Contractor's Name: State Lic. No: Address: Applicant Phone: (508) 580-0094 ;(Home)Owner's Name: GLADSTONE LLC Phone: (508)776-9316 -- —. (Home)Owner's Address: 297 NORTH STREET, HYANNIS,MA 02601 � *Work Description: Modifying the face of an existing post and panel sign. Installing 1 internally-1 WayfindingIlpost*anel. Installing 1 non lit wayfinding sign. r+ —n co :�Mp r Total Value Of Work To Be Performed: $1,988.00 co rn Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. . All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Ashley DeAndrade 6/15/2018 (508)580-0094 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $1,988.00 Date Paid j Amount Paid F Check#or CC# Pay Type Total Permit Fee: $50.00 . Total Permit Fee Paid: $0.00 F- THIS IS l OT ' 1 T i F ti3� r)n Anderson, Robin To: Ashley DeAndrade Subject: RE: Signage Proposal for Kappy's Fine Wine&Spirits- Permitting Questions Dear Ms.DeAndrade, I took a quick look at your proposal to re-do all of the signage for the Kappy's site. This site is located in the HG Zone and as such it is very restrictive with regards to signage. I must refer you to the sign code-Chapter 240 Section 67. This section outlines what is allowed as of right in that district. With regards to your proposal,I would not be able to issue a permit based on the graphics you submitted for the following reasons: • The maximum allowance for signage is 50 sq.ft. Your proposal exceeds 50 sq.ft. • The allowance is determined by the frontage(width of building facing street/parking lot).Info not provided. • This site is a corner site. Two freestanding signs would be allowed but the total allowance is not increased so 50 sq.ft.divided by 3 instead of by 2. • Freestanding signs are limited to io sq.or up to 24 sq.ft.with the approval of the Building Commissioner. I think the existing sign is 24 ft. • Directional signage is limited to i sq.ft.not to exceed 3'high a total of 4 per site(240-75). We have allowed 2'sq. directional signs(3'high)—no logos, no name. • Awnings require a building permit. Logos and text on awnings count toward the total square footage allowance. • Relocating the placement of the freestanding sign requires the applicant to demonstrate that the new location will not be a hazard to vehicular or foot traffic entering or exiting the site or impeding site distance exiting from Spring Street. • A site plan is required depicting the exact location of the freestanding unit. • Additional signs or an increase in sq.footage(size)will require relief. Check with Planning&Development for the type of relief, the review and the application process and fees. Please let me know if your require additional information or clarification. p�9b&R Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA 026oi 508-862-4027 From: Ashley DeAndrade [mailto:Ashley.DeAndrade@signdesign.com] Sent: Wednesday, March 28, 2018 3:13 PM To: Anderson, Robin Subject: RE: Signage Proposal for Kappy's Fine Wine &Spirits- Permitting Questions Hi Robin, Attached is the proposed signage. We are basically removing all existing signage and starting from scratch with what is attached. Also, please note on page 2 the lighting will not be in the ground facing up; it will be mounted on the top of the sign facing down. I believe there were some worries about the location of this building being near an airport and having the lighting facing upward would have posed a problem. Let me know what is OK to permit and/or what needs to go to variance. Thanks again, Ashley 1 Fr : Anderson, Robin [ma i Ito:Robin.Anderson@town.barnstable.ma.us] Sent: Wednesday, March 28, 2018 3:08 PM To: Ashley DeAndrade Subject: RE: Signage Proposal for Kappy's Fine Wine &Spirits- Permitting Questions Dear Ms DeAndrade, Unfortunately,I do not see an attachment as referenced. I am unsure if you.are re-facing what is existing or starting from scratch with a new proposal. Would you be able to forward your proposal directly to me,please? Thank you. 0�gkln Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA 026or 5o8-862-4027 From: Ashley DeAndrade [mailto:Ashley.DeAndrade@signdesign.com1 Sent: Wednesday, March 28, 2018 12:19 PM To: Florence, Brian Cc: Anderson, Robin Subject: RE: Signage Proposal for Kappy's Fine Wine &Spirits- Permitting Questions Thank you, Brian. Robin: could you please advise on my request below? Kindly, Ashley From: Florence, Brian [mai Ito:Brian.Florence@town.barnstable.ma.usl Sent: Wednesday, March 28, 2018 11:54 AM To: Ashley DeAndrade Cc: Anderson, Robin Subject: RE: Signage Proposal for Kappy's Fine Wine &Spirits- Permitting Questions Ms. DeAndrade, Thank you for your email. For future reference please direct sign inquiries to Robin Anderson here in the building department. She would be happy to assist you with your inquiry. I have included her in this response for your convenience. Regards, Brian Florence, Building Commissioner Building Department I Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4038 Brian.forence@town.barnstable.ma.us 2 Frdm: Ashley DeAndrade [malIto:Ashley.DeAndrade0ilsigndesign.com] Sent: Wednesday, March 28, 2018 9:27 AM To: Florence, Brian Subject: Signage Proposal for Kappy's Fine Wine &Spirits- Permitting Questions Good morning, I have attached a signage layotnt proposal on some post and panel signs, pylon signs,flag mount signs and awnings. Please let me know what is acceptable for permitting and what would need to go to variance. Also, please note that on page 2 the indirect lighting would not be in the ground shooting the light up but will be attached to the top of the sign shooting the light downwards. Please let me know your thoughts on this. Kindly, Ashley DeAndrade Project Manager Office 508-580-0094 x210 Sign Design, Inc. ! 170 Liberty St. I Brockton, MA 02301 SignDesign.com i Ashley.DeAndrade@Sign3esign.com '10""DESIGN VISUAL COMMUNICATION SOLUTIONS Confidentiality Note:This email may contain confidential and/or private information.If you received this email in error please delete and notify sender. i 3 Town of Barnstable, MA Page 1 of 1 Town of Barnstable,MA Thursday,March 29,2078 Chapter 240. Zoning Article VII. Sign Regulations § 240-75. Directional or safety signs. In addition to other allowable signs, directional, warning or traffic signs necessary for the safety and direction of residents, employees, customers and visitors may be allowed as follows: A. Such signs shall not exceed one square foot in area, nor be more than three feet high. B. No more than four such signs will be allowed per site. C. The Building Commissioner may grant exceptions from the provisions of this subsection on a case-by-case basis if he finds that the site requires more or larger or higher directional or safety signs, and that such signs will not conflict with the visual quality and character of the area nor lead to clutter or confusion. https://www.ecode360.com/printBA2043?guid=6559799 3/29/2018 Town of Barnstable, MA Page 1 of 1 Town of Barnstable,MA' Thursday,March 29,2018 Chapter 240. Zoning Article VII. Sign Regulations § 240-67. Signs in CVD, OM, HG, TD, VB-A, WBVBD and MMV Districts. [Amended 6-1-2006 by Order No. 2oo6-136;7-16-20o9 by Order No. 2009-137; 6-17- 2010 by Order No. 2010-122; 9-8-2011 by Order No. 2011-138] The provisions of§ 240-65 herein shall apply except that: A. The maximum allowable height of all signs is eight feet, except that the Building Commissioner may allow up to 12 feet if he finds that such height is necessary for the site and is compatible with the appearance, scale and character of the area. B. The maximum square footage of all signs shall be 50 square feet or lo% of the building face,whichever is less. C. The maximum size of any freestanding sign shall be to square feet, except that the Building Commissioner may grant up to 24 square feet if he finds that the size is necessary for the site and that the larger size is in scale with the building and does not detract from the visual quality or character of the area. https://www.ecode360.com/print/BA2043?guid=6559772 3/29/2018 Imo. TOWN OF U/ OPT BOARD Of A APPEAL # EXHIBIT POF �. L. r ✓ 3G cc. �, ► �Y� �. 1�lrIr) c� Las", vo/ - 333Z3 ��}^ 32Y-42 !hm 3z.�_S'3 j2-S W. Q2 P L�� Y J P .� Town o Barnstab le Building e -� Post=This Card So That�t is,Visible Fromathe Street ApprovedaPlans Musttbe Retaned,on;Job and this C.erd Must be Kept raxnsrwet E 4 u - • � Posted Until Final lnspection HasaBeen:Matle r=, `' r« Permit s6;p. ��8 , 3 Where a.Certificate of Occupancy,s Requ�red;such'Building hall Not be Occupied until a Final Inspection has been.made.' Permit No. B-18-1940 Applicant Name: Ashley DeAndrade Approvals Date Issued: 08/29/2018 Current Use: Structure Permit Type: Building-Sign Expiration Date: 02/28/2019 . Foundation: Location: 333 IYANNOUGH ROAD/RTE 28, HYANNIS Map/Lot: 328-068 _ Zoning District: HG Sheathing: Owner on Record: GLADSTONE LLC y Contractor Name Framing: 1 Co Address: 297 NORTH STREET ntractor.License: 2 -" - � Est Project Cost: $1,988.00 HYANNIS, MA 02601 �, Chimney: Description: Reface existing 18 s freestanding sign and in"stalling 2sdiectional x ,P.ermrt Fee: $50.00 p g q g z r Insulation: signs-one on the 'Fee,Paid:, $50.00 iyannough driveway and one on the Spring Street.entrance. x Final: Date: , 8/29/2018 Not internally illuminated for kapPY's �. z .tiuAuo� — Plumbing/Gas `�' r� Rough Plumbing: Project Review Req: Zoning Enforcement Officer Final Plumbing: �t Rough Gas: ..t Final Gas: Electrical This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sixnonths after issuance. All work authorized by this permit shall conform to the approved application and the;approved construction documents for which this permit has been granted. Service: All construction,alterations and changes of use of any building and structures shall be in compliance with the`local zoning byniaws and codes. Rough: � a r � - This permit shall be displayed in a location clearly visible from access street or ro�d,a�d shall be maintained open for-public inspection for the entire duration of the work until the completion of the same. Final: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Low Voltage Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Health 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Fire Department Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. I i i G x;u" - � �,r � _ - •.f(: ^-� it t � FINE,WINE&� SPA 1� R' R`r�i{ I T h I FINE WINE&SPIRITS, Tyt pT M _ 4,'�,'� •�41 •'"'�*v��,�,.L�F�«. ���'"�';t•,i�r+x�,.:2tj� MF ,,y:-, f �.^ q•,r �;�A�^,ri�A r'i-,-T ;&; � ;,,I / �. +% ics�i,..3! 'v, .�i'a'> i �S"e.� ''�T' � Y."3 >-'y..r,^?Y? :.. a •,-y. Y'„- '''sj[ �A. �*T C ! 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T'�Y tom• � �. ! .4 I •h �` �;;• ..�. ,,�,� rn SURVEY / SIZE VERIFICATION REQUIRED 102177 ._.._.._..._...,..__----_....._.__.._...._._......_.._� Version 13 { Modilicalton of Existing Pylon I 06-14-18 Quantity: Dimensional Letters Removed 2 Single-Sided Background Panels for Existing Sign ' New 78"W x 42"H Panel from Existing Sign and Reinstalled . F 0 ' Produced at Sign Design onto New Background Panels& Kappy's Fine Wine&Spirits Installed onto Existing Sign -- 3331yannough Road ....._._----._.._._._._.� ._..._..—._ Hyannis,MA I i 100' 92. ..., .080 White Aluminum Faces(Painted While& ' PTAS Coot Gray 3 C):Flat Black Vinyl Border(AS Black) -- -- —' -- -- �-- �--�--� ..:............. Y I ® ® I r l .. e 72 . ` ` KaPPY'�Signaga Area(72°W x 3GN)18 Square Feei - 'r SIGNOES191L .l. .�` 170 Liberty Street .. Brockton.MA 02301 1,gntiinstasedappm[.aB• ! ! 508-580-0094 I Away FJo�rttSgn ,.w 9fy lily t ":L t Tomhl eH eN alfn rPnhoEnS: Ashley DeAndhfBa7Ptl:. .e Y ti�iE III mI .0 y �• N. ,.! �¢ ACCI1T L'uor;mu:.Tnn •.� _ 13 ,. KdStinaAndeison C�G::En SCALE 1:10 ------_. —_.....24.. —� ! I I 2a __._I i SHEET r—'---2�-----'-1 01 of 05 IfThls—sign-Is intended tobe installed In accordance with the requirements w...'wu`onR at Article 600 of the National Electrical Code and/or other appgcabie to de eal cos.This includes proper grounding and bonding of the sign. .�u.�w......,.,•.- .,,...a. 1 rINEWINC bSVIlirTS 1 i a ''� r r'��. 'you „L;,'" �r g.�k ,r t l�:r"'y�•.��� �e�� 4-s"��e,�� �,M � 'y� ,r ,y�"IK �' >;�; � p X-(i" ,.-_y �'r>Ia r �'.��� r�''�'�r�tr�ane'' �Ti�.'='_w^C^ a�� [Ps`'�r .'�3r��^.as§Gi�7a�'" � •v. �4 1 I I���U � -nr.[rn�spin� I. © �. I •i:• :I 11• * r Y•t f^•1� a. nr: � Y� 1 r '�� '� .<'r o r .3~'r * �� 1 '',,4F� • tS.:�.,y����`��i � �.k�� .4S�w'�r+ 'r"'t., a,�•C� „��f�"Ttwet 'r'' '1S`14.7�°�j°,$'� ,�S Y tad :cif."9 w:�.�' u$'�`s.'��^:"'ih''L�.'v�.'.`.T �.rc'�s„�7> y,"l_'r�s�':�n".:f�tom'. �al��g�:"•F3'�c,"ksa��:;».s `�.. ......_....... -- ---- - _ _...-.............._.-...........__..- ---._. ___.-__-_ __. ....-__...... _ _ _.--.._.-_ 102177 -----_......� Version 13 j Internally-Lit Wayfinding Post&Panel 06-14-18 i Duantily:1 Double-Sided 0 Internally-Lit Sign Cabinet Kelly', .063 Breakloimed Aluminum Fame viilh 3N'Aluminum Angle Retainer Fine Wine&Sp101. 3116'While Polycarbanate Faces with Translucent Piessete-Sensilive Vinyl I 3331yannough Road (Avery A6 Black,A6340-T Red) Hyannis,MA 0 2'Square-Tube Aluminum Posts:Painted PEAS 186 C Red vnth Salin Finish 0 Concrete Feeling This sign Is Intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable ilocal codes.This Includes proper grounding and bonding of the sign. i t Slde As� 2-Square Feet-For Side Side 8 - i 24^-- —� ENTRANCE 0 ENTRANCE RECEIVING© Q RECEIVING 1 SIGNOESIM 170 Liberty Street I 6iocklon.MA 023D1 i` 508.580.0094 `f e •A irS RU LEFU111 . Tom Hannon `:ar lit- a 14r yr-!n uaaJr ra,.n rw,n;..r, r�euiLctr•riat:n -- Ashley DeAndiade , Accumrt cuur:mu:aon Klislina Anderson oESlcllEu CW SCALE 1:10 ..-.._--..._ SHEET 03 of 05 i `sue: ----------- ---- - ----_ _ - ------- — ._...- ------- --- _ -------- ----- _----- .._..__..------- _—--...---------------- I I 102177 Version 13 Non-Lit Waytinding Post&Panel 06.1448 Quantity;1 Double-Sided i 0 2'x 1"Q-Channel kame eiilh.dBO Prxhnished While Aluminum faces Kappy's + Reflective Pressure-Sensifive Vinyl(Reflective Black.Reflective Red) Fine Wine&Spirits © 2-Square-Tube Aluminum Posts;Painted P(•AS 186 C Red vath Satin Finish 333 lyannough Road Hyannis,MA © Concrete Footing i j f I Side A\ 2 Sgpsre Feet PerSlda Side 8 }}-- 24'— I ENTRANCE W-ENTRANCE i , j f f/ ' e SIGNOES1911L - �'.o� vsuJcdM1imt[,Gn{du4prJ 170 Liberty Street f Brockton.MA 02301 508-580-0094 .Los i } Tom Hannon i ��FOjJI �4,, 11' !r�• tI {' 11.1,i•a'- I I'Ii11J4Lt 1-I l ,. av iA Ashley OeAndrade Klislina Anderson ' IYi!:IG!:Lft CW U a ! SCALE 1:1a SHEET 04of05 ------- ----------- Shea, Sally From: Bill Rex <wrex@hyannisfire.org> Sent: Wednesday, May 23, 2018 4:58 PM To: Lauzon,Jeffrey Cc: Shea, Sally Subject: Kappy's Liquors Looks like they installed a cigar humidor room that has no sprinkler protection.This must of happen after final inspection last year. Did they apply for a permit? Captain Bill Rex Hyannis Fire Department 95 High School Road Ext. Hyannis, MA 02601 508-775-1300 r 1 �a Town of BarnstableBuilding y Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. m 1� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. rermit Permit No. B-18-1388 Applicant Name: Ashley DeAndrade Approvals -Date Issued: 05/31/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 11/30/2018 Foundation: Location: 333 IYANNOUGH ROAD/RTE 28, HYANNIS Map/Lot: 328-068 Zoning District: HG Sheathing: Owner on Record: GLADSTONE LLC Contractor Name: Framing: 1 Address: 297 NORTH STREET Contractor License: 2 HYANNIS, MA 02601 Est. Project Cost: $ 11,232.00 Chimney: Description: Installing an awning and decorative stripes around the building. Permit Fee: $202.21 Fee Paid: 5202.21 Insulation: Project Review Req: Date: 5/31/2018 Final: Plumbing/Gas Rough Plumbing: Building Official k Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: AII`work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. AWconstruction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. _ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.`Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.,Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. . Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i SURVEY / SIZE VERIFICATION REQUIRED 112747 Version 07 05-16-18 na S a r KeDDYe Fine Wine&Spirits f k ,� 3331yannough Road 3 $ Hyannis,MA SECTION A�I Photo§c�a;120 SECTION 6 1 Photo Scae 120 r ,.. p .... pummmmomm P_ P s SIGNOES19RL SECTION C`i;Photo sc�e�t'20 (I'� 6 :. SECTIOx 0 I Pgtito$cafe t20 ? SECTiON.E I Wmw scale't20 g 170 Uherty Street' kkton MA 023 1 Br 01 GAB u I ilf �•:, e,, 1i,3` ib�t I x„ Tom Hannon PpiIJF.�C CCPEtk3t:r�. Ashley OeAndrade: Kristioa Anderson CW W � SHEET 01 of 03` r, 1 SURVEY / SIZE VERIFICATION REQUIRED 112747 Version 07 D¢CB►atiYSUFpBS{LBCaUm siAB} 05-16-18 I Quantity.2 0ecoratMv trlpee to.Wrap Around 2 Sides of 611mrg. ---------------- Q' OBO AWminytn Stripes,l0'HIOti wtih P Bend on Tap 6 Bottom;- KappY's Painted R60 to Match Awning Mechanica�y Fastened io Building with CUPS fine Wine 8 Spirits i- 333lyannough Road Hyannis,MA AN SIGNDES191% 170 Liberty Street Brockton,MA 02301 _ - 508-580-0094 aAt c18FPEFrF�dT 3YF: ------`- Tom,Hannon !( 711i?E"'�?nNAaER F�---....---.............--............--....__.__..._......_.------..._.....—....._......___......_......---._.._......----------------_......_....__—...—._......:252°.:.._....._....._......._..........-..................................._.............__..................._......._..........._............_.............._..................................................................._._....................._....._.._.........� Ashley DeAndrade: (21): h¢cv rcuaatt,nzoa Krishna Anderson: zmMINff,: CW SCALE 110� SHEET` 02:of Q3 i SURVEY / SIZE VERIFICATION REQUIRED i 112747 Version 07 �SUed Stytg Awning 4ncatians C=U E) .. t 05.16-18 Duantiry:l Awning to Wrap Around 3 Sides of Bttiidittp -� gr " .-�. 1 O Intarnalty- Shed Style Cooley Cherry 4 r t x' i KePPY'$ lit Fine Wine-3 Spirits © Eradicated While GraVhics \ ,,.,� ,�: ` i EI 333 lyannough Road ...�---_....._.._.._..__._._.. _---__.._.....__.._. .__........ a Hyannis,MA. x 8u0dmg(AwnIOPs .9 � "e ^' �M 1 '` a Amino CornersIE s a Projection otf.&@r5nq n :Comer. ?' -....._... .._.__......_..._._.._..._....._.................-..._.........__�____._.....................30....._.................._................................._.................._............ .____-_-__ Awning: 170 Ubarty:Street Coiner: Comer Brriekton,MA 02301 d-0. D-E, 508-580.0099 Toin Hannon: ___._m3y______.._}------..___.___.._.______..________ _.._ _ _ _ _. 3.................. ............ Aslaey.DeAndrade hccnii3t coaais;nnr:�+ Krist'ina Anderson Awning La Comer- .CW.. p-E .. .' ::: :. ........ SCALE SHEET 03`of 03 - 9WdumR+d II' Date: May 24, 2018 To: Building File RE: Created Cigar Humidor without Permits Address: 333 lyannough Rd, Hy Originator: HFD—Capt. Rex Complaint: Created Cigar Humidor without Permits Enforcement Process Steps ® 1. Initiate local investigation: Jeff Lauzon ® 2. Document/enter into system Yes ® 3. Contact ® 4. Property Owner Gladstone LLC 5. Seek access to subject property 6. Seek administrative warrant (if necessary) NA 7. Notify state authorities of findings NA ® 8. Document conclusion OPEN ® 9. Referred Building I Property—328-068 Property is a 1 story commercial building on 2.3 acres in the HG zone, re-constructed in 2011 and containing Kappy's Liquors in the largest unit and one smaller vacant unit. 05/24/2018 Received an inquiry from Capt. Rex regarding the status of permits pertaining to a new humidor room. Capt. Rex noted that the humidor room was created sometime after the last annual inspection in 2017. f) E7voT tj p EX) (--F>T- -1 S A47- I Town of Barnstable I Ing Post This Card So That it is Visible From the Street-Approved Plans Must be Retained:on Job and this Card Must be Kept BARMMAOLE..J tp MA; �' ` Posted Until Final Inspection Has Been Made. - �Fo►+in� Where a Certificate of Occupancy is.Required, such Building shall Not be Occupied until a final Inspection has been made. Permit Permit No. B-17-3231 Applicant Name: Approvals Date Issued: 09/25/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 03/25/2018 Foundation: Location: 333 IYANNOUGH ROAD/RTE 28, HYANNIS Map/Lot: 328-068 Zoning District: HG Sheathing: Owner on Record: GLADSTONE LLC Contractor Name: Framing: 1 Address: 297 NORTH STREET Contractor License: 2 HYANNIS, MA 02601 Est. Project Cost: $ 12,500.00 Chimney: Description: Verizon Wireless Would like to Mount Wireless Antenna and Permit Fee: $ 213.75 AncillaryEquipment on the Existing Eversource Utility Pole Located Insulation: g Y Fee Paid.: $213.75 near the address of 333 lyannough Road/Pole Number 1055 V/21. Final: Date: 9/25/2017 Project Review Req: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2017-ANE-3623-OE Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: l 1/]3/2017 Nicole Pelletier TRM 16 Chestnut St. Foxboro, MA 02035 YY DETERMINATION OF NO HAZARD TO AIR NAVIGATION xx The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Hyannis_SC08_MA Location: Hyannis, MA Latitude: 41-39-42.66N NAD 83 Longitude: 70-1.6-55.60 W Heights: 37 feet site elevation (SE) 38 feet above ground level (AGL) 75 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or: At least 10 days prior to,start of construction (7460-2, Part l) _X_ Within 5 days after the construction reaches its greatest height (7460-2, Part 2) Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 1. This determination expires on 05/13/2019 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended,revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. Page I of 4 � 7 - 3z3o 333 zS'���ou� ROAD I� oj)016 ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION #FG C�9tt. e - Map Parcel V t Applicatio Health Division SEp 19 Date Issued 7 Conservation Division 1'0wN o� 2�J1 ApplicatiAel Planning Dept. 184 Permit F Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address va.wc)[Je h (�,n(11S Yrl A 6 -w(91 Village -1 O ne)6 � ���� Owner i?yel C SLmf—C Address One, ,]lVPJf, bjag A S� Telephone 97 - I-Al-A / q4 `1c 0 Permit Request VnCY70n w%r,,-_Ve.SS ani,mm and, anC%.\\aLIC�� t �Q VIi r' Square feet: 1 st floor: existing ►9 Pi proposed 2nd floor: existingY proposed 21� Total new Zoning District.}, Flood Plain Groundwater Overlay Project Valuati� , lo�566• ©`� Construction Type Lot Size n pr- Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure`n I Pr Historic House: ❑Yes 4 No On Old King's Highway: ❑Yes ,4No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other n Pi- Basement Finished Area (sq.ft.) h 1 P� Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new n I Half: existing n1 Pr new l�r Number of Bedrooms: existing —new Total Room Count (not including baths): existing �� new First Floor Room CountY\ Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other _ Central Air: ❑Yes X T_ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size In ,,,cached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Y11 fY Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use 1 lL�IUVI0-aProposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 5-6F Q(On :75,7,7 Name r V-wVi n i-na`1 Telephone Number �f -59'5-•07C)q o Address `�a 'yl-PCia o uj ('* License# ,,S- nfl (P%D o f V e�r Yln Pr Home Improvement Contractor# Email r\J- k2h9A (u!'f 0LCM.COYn Worker's Compensation # 12 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO eMn i-M l t SAA rraYY1,�P1rnP,,'C ' SIGNATURE DATE DATE FOR.OFFICIAL USE ONLY APPLICATION # e DATE ISSUED . MAP/ PARCEL NO. ADDRESS VILLAGE s OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL y GAS: ' ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I ,p 4.3 n :7 ffi J s ,! i d• M '�° 3 R i{ 4 qva � � it, WA k I og,Ins,e`�v Uo i A- s _ ti . fl p !t f- - - x IK f! AR��R; .Elu , s W" r 3 y F f a Aa § t x i • t f _ •3 s arm f"` � 00 Oh qner fa ,Ir ,:_�§ - irk a >• w .tea_- :. At - s •' `� ...-. �' N -. ,a• _ a as t. 4. 91, v n w_ r K r The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations _ 1 Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/da Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):New England,Electrical Contracting Corporation Address:21 Marion Drive City/State/Zip:Kingston MA 02364 Phone#.781-585-0040' Are you an employer?Check the appropriate box: Type of project(required): 1.21 1 am a:employer with 48 4. ❑ 1 am,a general contractor and I employees(full and/or part-time),` have hired the sub-contractors 6. New construction 2.ElI am a sole proprietor or partner listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub,-contractors have g, ❑:Demolition. workingforme in an capacity. employees and have workers' y P ' <*. 9. ❑ Building addition [No workers com comp..insurance p•insurance.. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions I❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing:repairs or additions myself [No workers'comp. right of.exemption per MGL 12.❑ Roof repairs insurance required:]t c. 152, §1(4),and we have no employees. [No workers' 13:❑ Other comp. insurance required.] "Any applicant that checks box#1 must also fill out.the'section.below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating.they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must.attached an,additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Zurich American Policy#or Self-ins.Lie.#:WC0161691 Expiration Date:11/13/2017 Job Site Address: City/State/Zip: Attach a copyof the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c:.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a.STOP WORK ORDER and a fine of up to$250.00 a day against the violator.. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the.DIA.for insurance coverage verification. I do'herebv certi un the sins and enalti o er ur that the in ormation provided above is true and correct. Si ature: ' Date: .Phone# Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person.: Phone#:. r Client#:23780 NEWEN16 DATE(MMIDD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 1 11/15/2016 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 J Smith NAME: Sullivan Insurance Group,Inc. PHONE 508 791-2241 FAX 508 797-3689 1 Mercantile Street E--male° EXe: vc,N° Suite 710 ADDRESS: Jsmith@sullivangroup.com Worcester,MA 01608 INSURER(S)AFFORDING COVERAGE NAIC p INSURERA:Gemini Insurance Company INSURED INSURER B:North River Insurance Company New England Electrical Contracting Corp INSURER CZurich American 21 Marion Drive INSURER D:Hanover Insurance Company Kingston, MA 02364 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 CONTRACTOR 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 LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY x x VCGPO81520 11/13/2016 11/13/2017 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(ERENTED occurrence) $50 000 CLAIMS-MADE 5XI OCCUR MED EXP(Any one person) $10,000 X BI/PD Ded:5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 j GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $2,000,000 POLICY FX JECOT- LOC $ D AUTOMOBILE LIABILITY X X AWNA947880 11/13/2016 11/13/201 CO EaMBINED ccidentS INGLE LIMIT $1,000,000 a ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ B X UMBRELLA LIAB X OCCUR X X 5811075702 11/13/2016 11/13/2017 EACH OCCURRENCE $5000000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DED RETENTION$ I $ C WORKERS COMPENSATION x WC0161691 11/13/2016 11/13/201 X T LIATU- OTH- AND EMPLOYERS'LIABILITYER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1 000 O00 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Cert Holder named as additional insured. Policies are primary and non contributory. Policies include Waiver of subrogation. CERTIFICATE HOLDER CANCELLATION . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #303267 KMD I Ver® ® wireless July 2,20:15 Dear Sir/Madam; Re: TRM, Inc.. ' Please-accept this letter.as notification that TRM, Inc,,of Foxborough,-Massachusetts has-been engaged to perform research on certain properties and real estate including submitting.for zoning.approval, building permits and negotiating.real estate agreements as well ag engage-in certain engineering analysis and.construction.for Verizon Wireless'ongoing.network enhancement: I TRM, Inc., is authorized to act on,VerizonWirele' 'behalf for the purpose of filing and consummating.any zoning and/or building permit applications necessary to obtain approval of the applicable jurisdiction for the installation and/or modification of Verizon Wireless'communications facilities. ahould you have any questions regarding ariy'TRM, Inc:'sactivitieson behalf of Verizon.Wireless, feel free to contact me at'5M320-2017 or via,email dt.sean.Conway@yerizonwireless.com Resp ctfully:, S:ean;Conway Verizon Wireless :Project Manager—ReaCE'state F r veriZOnwirefess May 9,2017 Dear Sir/Madam: Re: Kevin Farrell/NEEC Please accept this letter as notification that Keven Farrell working for NEEC, of Kingston, MA has been engaged to perform research on certain properties and real estate including submitting for zoning approval,building permits,and construction for Verizon Wireless'ongoing network enhancement. Keven Farrell / NEEC is authorized to act on Verizon Wireless behalf for the purpose of filing and consummating any zoning and/or building permit applications necessary to obtain approval of the applicable jurisdiction for the installation and/or modification of Verizon Wireless' communication Facilities. Should you have any questions regarding this please contact me at 508-942-7503 or via email at npelletier@trmcom.com. Zectfully� , Sean Conway Verizon Wireless Project Mamanger—Real Eastate f 500 North Broadway ADVANCED East Providence, 02914 Ph:401-3542403403 ENGINEERING GROUP, P.C. Fax:401-633-6354 FAA 2-C SURVEY CERTIFICATION Applicant: Bell Atlantic Mobile of Massachusetts Corporate(d.b.a. Verizon Wireless) 400 Freiberg Parkway Westborough, MA 01581 Site Name: HYANNIS SC08 MA Site Address: Utility Pole#1055 VZ1 333 lyannough Road Hyannis, MA 02601 Horizontal Datum: ® GPS survey ®Ground survey Vertical Datum: NAVD 1988 (AMSL) ®GPS survey ®Ground survey Structure Type: ❑New Tower ❑Existing Tower ❑Roof Top ❑Water Tank ❑Smoke Stack ®Utility Pole Latitude: N 410 39'42.66" NAD83 Longitude: W-700 16' 55.60" NAD83 Ground Elevation: 0' (AGL) 40.0' (AMSL) Top of Existing Utility Pole: 37.5' (AGL) 77.5' (AMSL) Centerline of Prop.Antennas: 30.3' (AGL) 70.3' (AMSL) Overall Height of Proposed Structure, Including Appurtenances: 38.0' (AGL) 78.0' (AMSL) Overall Height of Existing Structure, Including Appurtenances: 38.0' (AGL) 78.0' (AMSL) Certification: I certify that the latitude and longitude are accurate to within +/-50 feet horizontally and that the ground elevation is accurate to within +/-20 feet vertically. The horizontal datum (coordinates)are expressed in terms of degrees, minutes, seconds and tenths of seconds. The vertical datum (heights) are expressed in terms of feet. Company: Advanced Engineering Group, PC Professional Engineer: Scott N. Adams. P.E. #46006 or Date: 05-18-2017 scon it ADAMs CFVL SIGNATURE/SEAL �1HElp� Town of Barnstable &MU '"B`& Building Department-200 Main Street p Hyannis, MA 02601 EOMP< Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-2073 CO Issue Date: 5/22/2017 Parcel ID: 328-068 . Zoning Classification: HG Location: 333 IYANNOUGH ROAD/RTE 28, Proposed Use: COMMERCIAL HYANNIS Gen Contractor: DANIEL W SCIBISZ Permit Type: Commercial - Business Comments: KAPPY'S FINE WINE & SPIRITS 05/22/17 Building Official Date: I ` Other Tenant 14,228 7 + 1,944 1 100flsheidng = 16,172 sq ft . 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MI 1111P r17 •JOBO Well Abonflosano •Mounting Pletes A Aho &mb P*M to Motor edfiv Pm. 0 Rod"T".Unintentional LO.'RNE MINE $P]Rffr •P Acriflo'M GbW K.ppyn Fen.Wined Spielt,Tut(106A375-W n 42.3125-111 31.27 Spe.Feet his 7A.-onand ..................... 0 A, V 0 SIGNOES19% 1701.15ertyStreall ppm '�VODO (23 OMWV�) , Broddearl MA02301 508.500.0094 Alt'IMPMOTAn" 4- T_ R.rFeadgm. 4 Diet., Detannobw PnWRTfAAllAfiEfi Cook. Berea Mom AMONTWORDINATeft ....... Kelly young llf—to OL/CW 0i lical 1:10 F— SHEET 01 of 03 of Arlich 600 of be Nnonal Eleelenc a intended to Ca lnstaAed In ==,r=ts locA cadet Thin includes Lamont gm ordingandbordingottlenalge. Th""'"I ............................................................................................................ ................ 98137 Non 02-02-17 0 FabfttW"'.d.,WN IS'Plb-I— ml-b Catestriccua. .0 Fyw Dlt*(Part#Mid 452-12) CopcFatim 112-PVC NW and Bader for Fypm A-x 4'Sted Telco Pacts with 11B3 Alumintee%mW KWy%Tc..t Panel(72-W x 381H)18 Square Feet HYMNS sigug, 0 1.5-Square14b.AWk..F—.Mth LSO F.- 0 At UeM Bbd(M..—P.Feese:V Deep;Gaphs. ftbRy Ponied(LateM�L140 with 3M Licela LaMhuthn 0 E*mal Smuts Lljhte;FAB Lighdn HBLED26A 0 Conetate Foating FbN SIGNDES191i 170,ibenyStfeet cktan,MA02301 508-580.0094 Rv Ferrign PROAcT APIAGER Baca Wad AccouNTcon DINAme KellyYau g DESWeEn DL/CW 8HEET 03 of 03 111,don Il-led 1111 11,Wll 111-11 eetth the rqi dAMe6OOaftfteN=W9ec*ACcft''k*'"R— local code&Me and.dee p,.p.,Cr..ftg.ndb.,dnUaf th R ARCHITECT. - ... _ SCHEDULE OF DRAWINGS GIAMPIETRO ARCHITECTS T1 TITLE SHEET(MS SHEET) 054 GMm6 Sbeel TEL SOB MO 7400 - - LI SITE PLAN FelmauN,MA O]510 FAX 5086t00120 ABt AS-BUILT ELEVATIONS AS-BUILT FIRST FLOOR MECHANICAL ENGINEER: .. .. ABO AS-BUILT ROOF PLAN Z A.R.H.ENGINEERING,INC. Al ELEVATIONS/SECTION '0 47 Du«ee DMe TEL SO64111060 Eeet Fal—.MA 0-6 FAX SOS 457d092 .. A3 NEW FLOOR PLAN AO ENLARGED PLANSISECTIONS k DETAILS ELECTRICAL ENGINEER: M. ENLARGED PLANS I SECTIONS A DETAILS R.P.JARVIS ENGINEERING - - AS ENLARGED PLAN - 14 B,mmk Drive TEL SO899-19 AS SECTIONS k DETAILS Feblaven.MA O]T19 - AT SECTIONS A SIGN - F Afi RCP A9 ENLARGED RCP C - Pt PLUMBING PART PLANS A SPECS O2 S P2 PLU�NBg[NC&CAS PLAN k DETAILS .. P3 k OET1IgNLS A GAS SCHEDULES FP1 FIRE PROTECTION RENOVATIONS&ALTERATIONS TO: FPz FIRE PROTECTION KAPPY S LIQUORS FPB OTEC DN PLW 1 - DETAILS SPECIFICATIONS Q Hl HVAC FLOOR PLAN C 333 IYANNOUGH RD Hz RVAC DETAILS,SPECIFICATIONS u HYANNIS,MA E1 NER FIRST FLOOR PLAN LIGHTING a' - - FTTI - 9[CNRAI�PLOOR PLAN POWER ' E3 ELECTRICAL LEGEND,DETAILS A SCHEDULES ABBREVIATIONSm SYMBOLS E./ ELECTRICAL SPECIFICATIONS ES ELECTRICAL SPECIFICATIONS FA1 NEW FIRSTFLOOR PLAN ELECTRICAL „ FIRE ALARM SPECIFICATIONS yy-q nd FAO FIRE ALARM SPECIFICATIONS ® m ®® aew a ® DO NOT agE 9E ® D— _ - SCALE FROM ® m a Q ®_ 'DRAWINGS THIS DRAWING IS PART OF COMPLETE GENERALNOTES ' ARCHITECTURAL SET.THERE IS .. INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS.REFER mremy �ma a N m M"m om uama®m m,.m ri..am�.'ua�'mus mw cm bm.«a.l y'®amm.ue+eo cw mum.Dees.euu.e TO Tt FOR GONPLETE SHEET 1-1—DO k ;TL.E M�b,eyem.�.mvmmub m am mp.m«�ym,a nq.nym«wn NOT DO TAKE OFFS,-BIDDING OR $I9EE. olal a. CONSTRUCTION THIS STRUCTURE WITHOUT A COMPLETE SET OF _ DRAWINGS 0 m.'��rbm�v�a.,aya b �myaa ma y a^ammu�rm«aa T_..a,_ mawm..meyn o�.s Nw�.m a�w•'�may:w".n y mw w,awr am«u, ,y O m« u" w m mt yma y�Ib b w yw�y muuanwwl �"M1�mvo ,m ym mameuee.S'a�m aN�u'.,W W.vk w 0.1t,�a1M®•�'�J'W m®y�®amealmLL v.rmLL ern�e.t w' Dmeutlm nrt,Wl e«f M eons wt""w'W rmwr'n wrm.ma m.eW y y aaallu4.am ma.,m P.m u mw ma pmemmi Ne'�wscW trsmu.m n®b<m b ma.comma"samm.am«ayy.� .�wma'Iuea�'e..W Nn«Vum«���r w.v y w..ham.y s m. w m..w.oaa•u�.w.n'm��.^rw ma maw ei..ew me w.a mm,wiv°.yb""". m mw.ma..m.a+"m w.maem.k.v„,may.k.�.,a.r. mmam.m n:maw o..Im•ymme..+.o 7 DO NOT SCALE FROM DRAWINGS O s NOTE as � ,►' ®®� , � \\� ��� va.�.rnuno�o urwmxn Man '► zs s� g\�.,a 4 ® .s.�Y •� LOWS OWNER OF RECORD 1 -fir. o ®® ',;, +• s �.x ��� \� 4' i REFERENCES V. .. LOT OOVERACE ZONMO SUANMARY mrwm xv vocw„ C �orooxv � ��'xw„�rf�ht i� + uw vi'tl'Otm.v. is x/x ws vir PROPOSM USE or>AxmtRra LAYOUT & LANVSC'APE . PLAN OF LAWD e. : r PAFMG SPACES #349 & #333 IYANNOUGM ROAD HYANNIS (BARNSTABLE) MA ' 4 IMPULSE, LLC .emu» `� � t _ \ .. ,. k• EVIS@ S ID 11 0 1LP 20YClj15) E. 1 as �,a. nea@ a2 x -(x"l couY)rxrsl 28.20 M1l1(P COuuFM47n. �x � i � � l:Mbp.�$ P PCASED)22-If f([l�tlY CRx➢MG Y�WxYLIn'+/ Aeiy�� x'i-wmc HEET.1 OF 5 . �9.e } - G S � 1 j f _ dA8o wn cope an�lneerl g, Inc: t Pe'�P tl �.�+ oTHI a aw.(vu, 1 [qw1 ENGnNEE I, 1 i I� EAST eL ATIO - r0z <°7x Qao_ q � Ff ----------- m r e�evAnw . oc.�E✓0.i1dE3 - _ SECYIDPA: 0 0 •••• _ 9IXIiELEV�Tld1 SwTN ELN4TilAl . .�.W (VesTsuLE eNrnr) .. —76 Ci Al 0 P -0 I a�u I -_a Ada — cp.� - -- . w �G n - 0 - El . I c..NL•"CP FEi41' .. I--__ ____i I 1 �.�.m-.ren• I a— -f- ,�- �- - �J o I I I - PI T PLOOR P I I A2 to- 9 0 tic TOWN OF QAI � BOARD OF AP �0 �, .APPEAL #,� 1 EXHIBIT '61. rl Ueanofr�. I 1�lr'Irl iS 32� 333 .3 4 42 3 3 e l as e' a.P s76, `j L , i rotti 3Lg..6 Q-'�� •� �10€, 0,0 �n 3 r +kf i °ela8-roe r merle; eu IllYp. TOWN OF V BOARD OF Al APPEAL f. EXHIBIT Pvp� ns , lLS,P. � cjeanorQ. Los th, 34- AfL pi . H`+e� 76 frn 1 bhue 1 �z -10 A�ede; �. ' Roma, Paul From: Roma, Paul Sent: Wednesday,June 21, 2017 10:42 AM To: 'tbusby@hollymanagement.com' Cc: Ells, Mark; Lauzon,Jeffrey Subject: kappys Dear M. Bornstein, It was good to see you yesterday and this e-mail will confirm what you, Dan Ojala and I discussed at the above referenced site. As stated in condition 11 of the Planning Board Special Permit 2010-01 and clarified in the approved site plan, an eight foot stockade fence shall be installed along the southern property line from the end of the loading dock to the juncture of the SF Zone and the HG Zone.This will satisfy that requirement. Thank you, Paul Roma Building commissioner 1 r .� Town of Barnstable _ Building . Post•This`Card.So,That it`is Visible From•the°Street Approved Plans Must be Retained'on job and• his Card Must be Kept t Posted Until Final Inspection Has Been:'Made ¢ ` - _. b4. �� _ :: Permit off° Where a ertificat'e°of.Occupancy is Required;such:Building shall Not be Occupied until a Final,lnspection has been made.: Permit No. B-17-457 Applicant Name: Ralph Ferrigno Approvals Date Issued: 03/07/2017 Current Use: Structure Permit Type: Building-Sign Expiration Date: 09/07/2017 Foundation: Location: 333 IYANNOUGH ROAD/RTE 28, HYANNIS Map/Lot: 328-068 y Zoning District: HG Sheathing: Owner on Record: GLADSTONE LLC Contractor Name: RALPH R FERRIGNO,IR Framing: 1 Address 297 NORTH STREET Contractor-,License ICS-068112 2 HYANNIS, MA 02601 Est. Project Cost: $ 12,500.00 Chimney: Description: Install 1 set of non-lit channel letters to side of building 31.27 sq and 1 F Permit.Fee: $75.00 double sided pylon sign 18 sq-not to exceed S'high Insulation: %Fe e`Paid $75.00 Project Review Req: Install 1 set of non-lit channel letters to side of building 31.27 sq , Date: ` 3/7/2017 Final: and 1 double sided pylon sign 18 sq-not to.,exceed 8'high m Plumbing/Gas Rough Plumbing: Zoh rig Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within'ix months after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application.and th6'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street'or road and shall be maintained open forjpublic inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided'on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work ~` 1.Foundation or Footing Rough: 2.Sheathing Inspection .'a 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: ,"Persons contracting with-unregistered contractors do not have access to.the guaranty, und" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: 'All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r oft Town of Barnstable Regulatory Services W i Richard V.Scxli,Interim Director Building Division Tom Perry, Building Commissioner JV 200 Main.Street, Hyannis,MA 02601 www.town.burnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approNing Application for Sign Permit .applicant:_'t_ Vl W, °n `l1c (A L(C_ Assessors Doing Business As:_ y S �i?i/�L� i(tk� `I'tilc,phonne No. LLi-1 '7 a_ �U&a Sign Location Street/Road:_'2b3 1" I\ m L _t-4L n''ti`5� �VA_v 6'U�o Zoning District-_ H �_Old Kings Highway? Yes/ T% Hyannis Historic District? YesQ Property Owner Nanne:_ G k __St6AJL LLC_ Address:_2g1 Nor-t'h f _ Y►i �a ud!village:_, 4a myri S Sign Contractor Naiue:� '% _ _ ---�I'elephorne: `tZ 'SSb -�09 L4 Mailing Adchtss:_ CIO C%b@f+ ''t i Description Please follow the cover directions.You must have an accurate rendition of sigh with dissensions and location. Is the sign to be electrified? Ye i o (!vote.:If' rs,a t1i1.hjgper7iutis mqubrd) Width of building face_,,._ _ fL x 10 m_.______.x.10 a Check one Reface existing sign or New Total Sq.Ft:.of proposed sign(s) S`��, I1'yocr hat r;addidonal signs please attach a Shcer fis&Ag eacrh one ttith diutratsions If refacing an existing sign please provide a picture of the existing sign with dimensions. I liereby certify that I ann the owner or that I have the authoiity of the owner to snake this application, that the information is correct and that die use and construction shall conforms to die provisions of §240,59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: ' CAI/Ili Date-1 L t 5 It-7 SIGNS/SIGNREQU revised 110413 �7- Town of Barnstable Regulatory Services Richard.V.Scali,Interim Director r�uss• 039. 39. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving____ _-- ___ Application for Sign Permit Appliault;__ ►qn a�QA j.6'tC _ L q�(�l�ffi4Assessors No.w____-----_ `s �in� cA $S S t Doilig Business As:�` __-- 1'($' Telephone No.��-`b_T d � 3(k P R Sign Location �----- -- -- — Street/Road: Zoning District:_ tA G _Old Kings Highway? YesAoHyannis Historic District? Yes Property Owner t _��___Telephone:---------.---_--_--- Adth•ess:_ Z q�-�1¢r¢h_S'f___1�t,,,�(�,,nYi���l�a3le.e►�iilinge;__��.�'1.cn t 5----:- Sign Contractor ._.�M.__.-.___Telephoue:•,jLZ-5 0 06gH Mailing Address: 1 1_Q _l,!aJ JUr . doh � b 3 6( __---_ ----+ ----- - ......... Description Please follow the cover directions.You must have all accurate rendition of sign«rith diineusiolis and location. Is the sign to be electrified? Yes (Note:If;yes,a ttirinlg•peirnitis irgtdird) Width of building face #I.x 10- / x.10- Check one Reface existing sign or New✓Total Sq.Ft.of proposed sign(s) 1$ �'M,5� t If wii ha iY ddikional slVis pleasc ltach a sheet liSlin 'u7ch one ti7th dhnenslons If refacing an existing sign please provide a picture e of the existing sign with dimensions. - I hereby certify that I ain the owner or that I have the authority of the owner to snake this application, that die inforiiiatlon is correct mid that the use and construction shall conform to die pro\nslolls of §240-59 through§240-89 of the.Town of Barnstable Zoning Ordinance. Signature of(honer/Authorized Agent: Jt`�, Date_.J1� 11 SIGNS/SIGNRREQU revised 110413 Message Page 1 of 2 Anderson, Robin To: Becca Clifford Subject: RE: 333 lyannough Rd. Hyannis, MA 02601 Sign Permit Hi Becca, Thanks for sending over the application and other documents by email. You are proposing 2 signs and the fee you submitted ($50.00)is incorrect. You should be receiving notification that there is a balance due of$25.00. This must be satisfied in order to move forward with the permitting process. The freestanding sign exceeds the io sq allowed as a matter of right. The BC has granted approval for the additional 8 sq. You did not provide the actual proposed height but cannot exceed the 8'allowance allowed in the ordinance(to the top of the sign). Send me a quick email to alert me regarding the payment of the$25.00 balance due. Once payment is rendered I can finish the review process and issue the permit. Thank you. 0�p61n Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA 026oi 508-862-4027 -----Original Message----- From: Becca Clifford [mailto:Becca.Clifford@signdesign.com] Sent: Monday, March 06, 2017 4:25 PM To: Anderson, Robin i .Subject: 333 Iyannough Rd. Hyannis, MA 02601 Sign Permit Hi Robin, Thank you for speaking with me today. Please find attached the layout and sign permit application' documents. Please let me know if you need anything else and thank you again for your assistance. All the best, Becca Becca Clifford Project Manager 170 Liberty Street Brockton, Ma 02301 (T) 508-580-0094 Becca.clifford@signdesign.com 3/7/2017 I yEIIMtT COPY _ 98137 -. .. 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Al ELEVATIONS/SECTION 555E 41 DVHxv DMa TEL 508°11< 0 5 Ev t Falm .MA 02539 FNL 508 451-0092 A2 NER FLOOR PIAN AS ENURGED PLANS/SECTIONS A DETAILS ELECTRICAL ENGINEER: A4 ENLARGED PUNS I SECTIONS A DETAILS R.P.JARVIS ENGINEERING AB ENLARGED PUN tO SmmA— TEL 508993 BBIG AB SECTIONS A DETAILS F°Imav MA 02719 AT SECTIONS A SIGN F AS RCP z ❑ AS ENLARGED RCP PI PLUMBING PART'PLANS A SPECS QOy ]S t P3 PLUMBING h CAS PUN A DETAILSO�y P3 PLIINB[NC k CAS SCHEDULES a,�O III FINE EETPARIOOTTECTION RENOVATIONS&ALTERATIONS TO: FP2 FIRE PROTECTION Io ,�} FP] I O Wl'KAPPY'S LIQUORS HI MAC FLOOR PLAN m � C 333 IYANNOUGH RD H2 MAC DETAILS.SPECIFICATIONS W �' _ HYANNIS,MA - E5 NER FIRST FLOOR PUN LIGHTING ,v�.`ie'rl'."rvub/2Tm@ n� 42 E2 AIE, A�9�pT1,FLOOR PUN PORED E3 BCHEDULE6�GEND,DETAILS k ABBREVIATIONS SYMBOLS E4 ELECTRICAL SPECIFICATIONS Vie.. ER ELECTRICAL SPECIFICATIONS r ..o�. 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GENERAL NOTES ARCHITECTURAL SET.THERE IS vevu m• ,e.0.mb.0 mm.w.0 u,r av w wo umy w mm,a mew,..mmu memo u w wuwa w mw.w yxnµ r.x h.mF INFORMATION PERTAINING TO THIS __ m,mx.min ww au w°.m v pwmn murmur .o m...twm a...,w.t®uu a.a r.w°_I.mv.Ln x..mw u..lau+ DRAWING ON OTHER SHEETS.REFER mwmm.uu ud w r ymp�r.v..aumi mm.m...m w ue su.m mu,nvy uw nva mr •.,e er yw,mJ m mmwew uu+m a.sw.....sm m,um TO Tt FOR COMPLETE SHEET LAST.DO m TITLE v.mmw°....p u utm.wnruanm.w a,• n,Mpmml mmwws m,rVq�n•p�eNum au„e.mm,ruevee'. ve. w �.emu..a�.e.a v...a.0 r v,.°v.e.e M _•u m w�•u.u•r mu°w.n.n.s.eur<m m m. °'°• u•^•r• e•vb w wmma/e.p..,a...wpm o-y..,mm.,wu NOT TAKE OFFS.BIDDING OR BNC•F' CONSTST RUCTION ON THIS STRUCTURE mN tm,m.w m,mpw.omMt m..ua _ m•��mo a u w iwe,ww Ium. w.w e.ow my n•un w un•,w lour WITHOUT A COMPLETE SET OF DRAWINGS lY _�mm�MimM��LLm�'m��r+�u.wvbmm•Mmo. r vwm.hvaimv r Wr u� v um_ rvwnm u'rur m rw aMW°mgmmmc m.....�u•v emu a•e,m.mmm a'®mew u..anu_, nu, n..,�w °ue 4,r.cn n,v° nmimmeW w •••i•.�n• mw w mow sa a w miosiY vA,u.ry.m m x•w w uw.wum.muW nma m•aa r�u w we�npiwrr•�s, un•�w� �,y•nw•mnr.vms.mw u oreµ a�avv.�u,niry w aev•amaru u iu,•v _ ryml wu•�rw r•m w.•ms®®,W tow um•vml W w w. ri.`wmam Nwµm®.avwvc v yiy,uvun�a.••u.W 'ten'w µ u.rmina m•nv u m•uo�®aM�s�� •• •�W.w•uW w•W We�m�.•u •°nn w wow,u W V u®uueu w,..n..��nWy �w 1O1q°my,ulW,m.w'my mum.•••muvu®baMw •amw°se um w tw. n.m•u�a��wr+L�mmmN gym,m•. mmmth mu wtl•W w ru,w•at r W umw•n m•++.w m•.ml Y m Nwu•w a•ravua�•�.aw•wwuw is memw��°m` I m•W.r wwu p..neu s w mu�•mr u m.ws a w.•n y,�i.°�'e wmm w.bm..,w..mm.mux a.0,•.emm u w vxa..rrm a ymm w m..mv.M w..u�.�..n.e__u i_r•a°•r w r..•u.ruv,b mw.v.ve°®r h u w maaN••wvm°a.wlml M.u.nv_raN N„mmvw a w°am •� w a..mue wi..w un u•.oqr m°w au w w�µm.mvi. w...bm my U am°w ww sry w x.tu.• �°�°V° ^v^`m^•^W pe°��uµ���vµ ww,n T1 ... m mwmm .�,ammmmR N m m�m � ��� .�ma.mmmmwmmm.xww wmaw mv,.�:,mmm.wB DO NOT SCALE FROM DRAWINGS 0 .4. , E ♦� ` mA ®\ OWf�A*OF RECORD c . ;OiF C S i i `'•. LOT COVERAGE: wa, ZONNG SWAARY 7 4. 40 .............. ...... ♦ ♦ — a. a PROPOSED • �USEi amswa ac ♦ ?� rr ' e a r°m` .n "_; > om+m ♦ �. r � "aa .w n 'a,is , Ilb LAYOUT & LAPS;.AP ! PLAN OF LAUD RAFK sRADEs: #349 & #333 IYANNOUG ROAD �HYANNIS <BARNSTABLE MA <.a ♦ r f IMPULSE LLC. jiii FO b i 'w •• o t 5 ,...r 7 I. ` ,rr�HEFT I OF 6 s• - •y �.9'.''Y"w�'� P { Y ; '� down —P an,7. eri 9, Mc " � z 8 5 !<6T[L za' o � no- ---------- z� rk�n oRTLN4TIW Qa , z 9�$e e ^^ti ----------- ar�ory . ou¢E��0.TH1hG 9EC.TIDM Y tM ____ ________Elm, I I I _____0ep non'- 4NATION - ru.w.re eaJTN e ' Al ' (VroTiWl6 CR RY) ' rti e 3 El N an00 IM:m, z�"G r r : - : C. — _ w -9 jr um.0 sa:r _ LeEr a� R0.:P.PUY1 It i i ter,. O sa— i _ o z T. z� i z zj,aa ^,...... w o a� El ® NEW BEER COOLER BY OTHERS m K a.u•w.wr Y SECTION THRU BEER /1 COOLER/SOFFIT DETAIL SECTIONS " rvErtw. I55'! SECTION THRU POINT OF SALE 4 STORE SIGN OPEN DISPLAY/SOFFIT DETAIL :o t Roma; Paul M. Jenkins, Elizabeth Sent:, Thursday, May 11, 2017 3:57 PM To; - Stuart Bornstein (tbusby@hollymanagement.com) cc:,.-. Roma, Paul Subject: Kappy's: Fence, Landscaping, Sidewalk Attachments: springOjpg; spring1 jpg; spring2 jpg; spring3 jpg; swdamage1 jpg;fence1 jpg;. fence2jpg;fence3jpg Stuart: I was.able to go by the Kappy's site to look at the fence and landscaping. Condition No. 11 states: The applicant shall install a six foot and eight foot high fence along the southern property-line adjacent to property zoned "SF"Single-Family Residential District. The approved plan notes a "proposed 8' stocka__de fence", although it is somewhat unclear where it starts and stops. I watched the Planning Board hearing from August 23, 2010 in hopes of getting clarification of the requirements relative to the fence. At that hearing, it was stated there would be a "refurbished" 6 foot fence with privacy slats along the top of.theyplatform and new 8 foot stockade fence from the platform to Spring Street. Note that any fence should,be.in.. 'compliance with sight distance requirements for the driveway onto Spring Street. I'm sure any proposal to"tapdr"the fence:along the property line with the lawnmower repair shop would be considered if done in cooperation with them. I.-reviewed the installed landscaping against the approved plan. The area of concern is along Spring Street. The street trees'in'the green space do not appear to be alive and the smaller shrubs appear to either be missing or in poor condition. See attached photos. The Jpermit requires that prior to a C/O, landscaping be installed and that surety in the amount of 150%of the value of the landscaping be posted for a minimum of three years. I would suggest that given that most of the landscaping.is well established, surety only be required for the value of landscaping not installed at this time—namely the landscaping on Spring Street. I ultimately defer to the Building Commissioner on this issue. I'll lastly note that the Town Engineer provided conditional approval of the sidewalk on Spring Street, subject t.o repair of asphait,.damage. These repairs do not-appear to have been completed. See attached photos. l hope this clarifies the'permit requirements. Please don't hesitate to contact me with other questions. Best, Elizabeth :.. . r Elizabeth S.Jenkins,AICP .DIRECTOR—GROWTH MANAGEMENT DEPARTMENT Town of Barnstable e 200&367 Main Street m Hyannis, MA 02601 elizabeth,jenkins@ town.barnstable.ma.us 508-862-4.735 Towh Website• Business Barnstable • HyArts• Barnstable iForum "T, Roma, Paul From: Jenkins, Elizabeth Sent: Thursday, May 11, 2017 3:57 PM = To Stuart Bornstein (tbusby@hollymanagement.com) Cc: Roma, Paul Subject: Kappy's: Fence, Landscaping, Sidewalk Attachments: springOjpg; spring1 jpg; spring2 jpg;spring3jpg; swdamage1 jpg;fence1 jpg; fence2jpg;fence3jpg Stuart: . was able to go by the Kappy's site to look at the fence and landscaping. Condition No. 11 states: The applicant shall install a six foot and eight foot high fence along the south NN C g g ern prop erty line adjacent to property zoned "SF" Single-Family Residential District. The approved plan notes a "proposed 8' stockade fence", although it is somewhat unclear where it starts and stops. I watched the Planning Board hearing from August 23, 2010 in hopes of getting clarification of the requirements relative to the fence. At that hearing, it was stated there would be a "refurbished" 6 foot fence with privacy slats along the top of the platform and new 8 foot stockade fence from the platform to Spring Street. Note that any fence should be in compliance with sight distance requirements for the driveway onto Spring Street. I'm sure any proposal to "taper"the fence along the property line with the lawnmower repair shop would be considered if done in cooperation with them. I reviewed the installed landscaping against the approved plan. The area of concern is along Spring Street. The street- trees in the green space do not appear to be alive and the smaller shrubs appear to either be missing or in poor, condition: See attached photos. The permit requires that prior to a C/O, landscaping be installed and that surety in the amount of 150%of the value of the landscaping be posted for a minimum of three ears. I would suggest P g P est that given that most of the landsca in' i- Well Y gg g p g s established, surety only be required for the value of landscaping not installed at this time—namely the landscaping on Spring.Street. I ultimately defer to the Building Commissioner on this issue. I'll lastly note that the Town Engineer provided conditional approval of the sidewalk on Spring Street,subject to repair of asphalt-.damage. These repairs do not appear to have been completed. See attached photos. I hope this clarifies the permit requirements. Please don't hesitate to contact me with other questions. Best, Elizabeth �a� Mr"ram Elizabeth S.Jenkins,AICP 9v�, DIRECTOR—GROWTH MANAGEMENT DEPARTMENT x Town of Barnstable m 200&367 Main Street Hyannis, MA 02601 `` elizabeth.jenkins@town.barnstable.ma.us 508-862-4735 Town'Vftsite • Business Barnstable• H Arts• Barnstable iForum 1 J �Y'�✓ p pg P ...�.� �Nam_ ti � •� ,_ a w x k Y .> 1 � S x RRAAFF <s x aT- sr 1 �E k>. Ak .r a. .p- <" a.< as £."kF, -i ,, .w i� ,i.:• z. _,:," .Y .'£ g..V'x" - �'$;+•a,tg«Y. �.AM w w,:r�. -;- �„.�#��.� � a �,•.,,. -.. ,,..e;fix ,�x"9 "$''",' L '�'�-a ,.. r RA.z.,_.,, '. � ,.:..,: 1` ... ir. .,, ; a.r .� .*a.: .�.� a s��+�. ., "'m;,4 a..,..,�.. � t z•:,, a,,, : . ,.:..�.. �` � � � � �; �-�<a, >�'� •ram '�,,�. .%€..-` ...wr �. .:.. ...,..„ ..,. .. ,. .,..... �.. «.., _�.:.1_.. ...`v,.. o-.. 5:.. ..r .E< ,: ,r�' �,,., v. # .���� ,x>, ..„,.�w ems;, fl.�._ m __., ..,... '4,,,, ..,. a•..:a ....,,4 .,.;.;:- ..- .,. ..,, «P�:�' - -,t,.� .a ,,;?� r «�- . 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F** � �. . �A, �. a } qg - a .�. ------------ 47 M; ° t�`�Ntv • aes� i yg k ad� P�'� '�" ♦ �, i ,y, yr „ _ got, r',o as S Y.„� � ,gyp"�F� ♦ !.-, �'�-x� a �i n x s i y"� x > a is `t _ F r i� ..'�*w ! '; a iSs,,, r t� °Lr 4 t`R T ai tA'�'wb< vr- a f k '� e. .a �4 ' �` �' � sa+t 15 v e . ;u n , •7 � * . 'own of' ahl �lsitrrt end " SoeddlOOrrnit 2010»01' drape€! , LLB 3 of s surtvarr� .,GranW w4h Conditions Petit er-, . .'1mp g UC Property Addar s ., 333349 yan (W6 Read f it AHyannis Ass is AuPIPArce Map 328 i✓' ac s . . : 069 De eA erence. 966k 191 2 PW 2 9 pis tiasy � DiAra action try 3strid i11 Special Permit.rue#2 i1 1 the a 1 t lard 16` 1ish two�sistir��srr�a lc� �on the pr q d to re i die:re a.ming 34 78 tqda•f building for :i*retail use- Related$Re,gridit�� clraina e, r ��li�h�ing �landscape ��m rents are pr€ The propeq is a 2-34ce site addr sled 133,7349 lyannough RW::(Koute,4),,:Hyannisj.MA,shown on Assessbrs Map 328 as Pupels 064 and 069. It.4 in,&e Hya i Gat pnln 1 istrid ind W 6-ad Prole&ovi aY nisi: Spea-al permits are mquia )ar-d nin#W1i f is requea as fnl rvs (1) Se jon:24N4.I.6 NO)i' temil use tha will ii ase r ai trips day,a d!&i fa , ea.hour vehicledaY; ( ) ,Section 40 0 SOW PaOh9.,andfbr r..r ionin t r uir l coal par�ft Section 240-24.1, I for relit ftm the ired ntinitato front yaid ktback,fr *d. landscape se%ack,par n at the(to the buildin&,diange in use that i c s vehide trips on Rte,28,arO r xsp of existing act from We.28; t9 di -2 .1.10 'ar a reductimn in landscape buffer between pat in -area and buildin ,Ltd. landsimpe,selhad fret O'Sidential 1pr ettY fSection t 35{ } f l€r ex° t r its irr 1,0(covelage in a tell Head Pr" jon Overlay Di plans were subm exitting traditions and the-! posed re to 1 i 't „pal$ti�ng as,landscapin&ti at r and.assuc r d site.irnp€oves��ts. 6i at'Plan: and cd:on byttw turd is d9ed A r st t ,.2010,1 The Plan proposts a:. 317 q re foot.bul lin and a patfclf area �r hi�-1 . A 3 raf c lnf ra al n daw i u ust t 7i 2010"Wmiutimittedhy applicant and provided pv ira ,deed and trip " data fcrr tip: . '� �slaee<iaity raal er :s4 A procedural&'Heatiog summarr flue ;;sal permit r , � files on ne 2 201,0.' A ptabtic h arm t1 !artnirti s duly advertised and notioeft"tto all abutters in ac<�or&nce with m0t.Chapter,IOA> 'he puWiIc hearing was ' +July 12,2010 and continued to July 2 2A10 August 9, 010, d:AU I t'2.3,2€10;, At the August 23,2010 'ng,the Platming Bomdvoted to close the public hearing and toIrara Soicii Permit 2010-?t,, '.o�t to the rir in And cot diti�ms f lar ing Board meters Raymixtd. Lam,.Matt" Tease, .d MurcSd,Felidafmn,Pailtuft and Patrick i unanlir aus'li: grant the permit with"Conditions. The find r s ef�- a rg txtili;4c�'� Bert„111000 tee t9,72t'sctuw�efe of the red lc� �ttdrn iar`spee salty r �iF� d een 15,0210 et rat Z3,4?8 squ re feeC fear car storms fpr the ►n 's rtt 02 cite g Spam tivec prwkd to wve the developffwnt. W.Swart.Bornstein and .()460 0jala, L reprM r#W lm'pulse,:11C before.$4 DOW0* r.Stuart Bornstein,appikant,addressed the aqa4 stating that the pwpedyhasbeen Worethe f'1 trttn� twice before:the ': vmiturr T l and tim Milton Garden tnn pro Poo1,both ft of which for d0krr t . teaxurts weft mat ed !to meted thh�mitt e� is tc�u then ba ood y imp"in�the buildlog and.site. The proposal€s tc� al It 1 , tl square t by ,li it ring tl ; building on the corner of Spring 5t and Roams 2a and r p ciny,it Zvi a ray r4en, "n, and itl ial , T1 rear �of the ho r.bvilditi vAll a go be Amin Ihee applica nt is also p or n to demolish the front of the buiMn&thereolr i0cre"i"t1w tatimck tmm,Route 28 The ap litant pr Fuca srerrariss for tse of the prbperty h ir �st b1€lhaappr was a national 6410 thrift shy which wou Id utilize 1 1,0, 00 €tam feet o d and .3,4r sq u tW feet of 1411er or Starr rding the 1�t,9S percent the thrift sh op,'s r iam is selling A hg° .fie est'irrt trolc 114L. rated fr the thrift st4 based on actual min thrift shytbtkis2,079tqmsadns p Weekt.tlt mom,with-most customers cmms 210 3 pervas : With proposed,hours o 1 tt a-M to .rn.aft,tll assttrrting 0nly1 per" 'car,two awmvs tto In rats per hour. The end tenant teats only;and that tcgs 1 fack 4WW'i per k one milk d vvy.; r d Y �tirn l ica st m the sip sot re use was' cakul ted using aduaI data`(mm a super hain u S 1 ttg 20-2 5,000 square feet and sto&ing 2,Q 0 ;W,M Mhich averaps 3,795 tryactions.*Vic'. idanal, stores. 4t3 000 ilems. n nd'*n VvIth.the Pr s supe u the.applicant initialty proposed*a r li ious: yag ub � d �for 6,00 square feet 6f � from consld rration after discussion the hoard regarding conflit i g hcatlrs do ration and parking d between tltc r li ioc ass and:. r it use. The a. Kant finally of" tool % dr rna s safes VS010:0004py5jIII sgua a feet of, the building in a s t rtaat ;the. ette td thenOCCUPY:14, a 4 tetail 11 c , , ,. �.A3 of fr verAtorage sjAc&and the rr: aircing 7,021 squon-,feet�r ou ! �e c na is sr Data Q ala of Downcape:Ens 'preWvmdthe sRte pl to the'Platinint, ,'The site is in a.bush+ ar Rite 2 W 14 A46rt o4ry mtd ill y S�tr : l�k urr€at r i busir - and. residential;►teas and the Aport,art an ati.rial pholoraka:Pxistir bare Of the site i e1f were notecl,:: incloding Widp cars,the existing bijildino,dw.parking that backs onto SpringStreet and that:* very rose to Routs 28,aoilv t.4,%Jiq.arm to the front Heswed the a is ant worwwith:the Site f w f(ev, �mi e e t i ely Titeria,arepropmd'rairt prdows on the Borth side,new, . 1 , D 15 2;39PII3 drr Tina sides l ,r, Is t ;1 peat :rat or r 1,01 a �, Wei a5 landscape iu s. (,,*entrance to the uiidin ,is Ong regWed, Signfficant sAaa And lot CM000rar improvements are proposed- Chairman LanasWOW rapplii t to dut y w4o th6 truants would be.:J Mrt f iller H tic #aW that dve 8-mrd rteeds,,to know the use the tree:relates back to thetraffic Iand , stand a*,and the use,has been descr' �Board died parkin r qu�irer r is fort erne: 0ja stated proposals rat speci�tty Iwail'. uses which Would raq�e.lr parr . 'hle 96WJi c,u eA osure a.parking to to 28 and Spring Stt arrd:the imptoyeamnt of thepopose c onditiva -11*ward recommended that two of the five spate at Ithe"offfiWest corner of the.site be elimioa ted td e t Ocatcts with,v` I hidesenteiringthe site. Ae,awlicant eliminated,five parWn naIlypi os(W at that! ibn. A total:4 82 par ins Spac4M Wet card camber Perna stated it was i inpodal to eva a the imi noved condition ofthe acts tp to be aWe to grant.rel d tarn p lrin r i ants t sadl y j, s-of the Oil to um it ingtes d egress to Route 28. Bard Membelf,TeAp6 stated it appeas.that Orki"a rel r'6 `tad if conditions.are r t,A*orim rovem mat��r lout � is b n�made� use traf�rc e)dl owdMemberPenn in�iredd bout ttre tra i ttero #.t nd a itr d.tl entr eel f a to -28 be and in str h a way dlit,ears exit pl ysically acrnrrrpli�ettf n can >i r Dan at e that lcsrt term ans is tlt a rncdiaa� ld icy b'es to g0io Oeopkotdto 149 meet. Mass Hi aY:hi stodolly does not pr "te,isla that are.d _ "canal be,rAuse.when,people try to beat these,they ally C-awe dents. Orairrna6tmg marred w the plans acre.for 8 aril ed that he heard it Ww to biidivided,hi h�va n Artivo,Wltuur ich saved that Bhe l yxinis ACWSS ltriplert rrtaiion, up s dust annir# to me . it seems t eat a fcur line, high thoto a d'.. rrt�t an is cb ideri~rrf to l dam otrs, r�t.they have rout sett d��a errs alrnat; the r f . -The:exact widths 4(W mi n and proposed cutb.,cub vme.raquested from the apptic td MemiberTeague sta#W he thou t includhig a wcond entrAwIto.the site tram to 28 may pride cater cold on on t to, 8f o entraaces v�urld alleviate s d ssire8 ttr,t di rpts t , The Huard teq percenta.gesby which the cr r,uts worild he reduced,as it vas necessary to demnstrate.conforrmi rceWith the r `_temtnts of the GIZ., leer. T sued lre dick not think irrgl4; cuth cart On Roik 18 would be sate or a pod:id n the li�aa ti n o,the site. 7l Board drrrssd prr aceincr� the r !cry on the site. Anne W ler BunticA pQM out that a Des' rt In r tructt l'larr smote ara�terrt We trip n r ort study.may wbMW and ampteo,by the Inn and'can be tad 16'r COM p �' appropriate: A l alternative etud e tnust med --re oirermerrts. appl t tubin'tted A U&IC hifor ation Memo wA E requireinn and,41 pialkin artd!trip40eration r e urn;: chaactoblict 4.1111q:Prop.Oka Uses to irr all ate mal methods fur ca.clu i r�trip r�f.�tir�r �i� 6crusse . 'The applipot d there arp rrot c;JT ri fdr the uses W4 pars . Ue Trams In orrnationMemo contains Op.:pnerwimi SwIstics bwkd on mile u5m it +other loacat ns. rd.sober r lit Penn peopl from the nei bnrhvo>d seemed to h not appe at tie i. rublic 80 MstefniitawIhat an abutter nei hbcn attended format site per: r, vi w And tiv as arrd in r rnrr a ati Whi&�e�e l"ol+ d. � y The Board.requested public rwtrri rat, mr_John Doherty, 17 r "irm i^o- e'the. Board. Mr, orherty del the site f review meeting for this . He expressW concern. about the location of the dumjnwix Which is near residentiad,propeoy, tlis concern to neighborhood. He gild churches tOMA semal ties a week and often havelive,marsic: If the Use is oin t4 be a superwtte,to stated there wouldbo re-fTizaration that veld require outdoor �t rrsi r turits� �also ddr e.n se He did not's on the fib d C s. He state t0 io the parking lot Would:be bad for the.neihhothood.. " r. * te d that this rip l was not consist -Vith the o4octives'of the Growth Incentive Zone. Sidewalk requirements for the site v&*M dlo u s d by A6 Board. Chal ian;Ray tao irtqu. if th rrirrecteti Irvin showed :.sidewalk ai,d'�at IR it`is prsecl to to lord, Dare a skated� : fod wide sidewalk easement is on Mr.Bornsteini ProPevtY writh th Wewalkv be constru In coordit-wtionAvitfith,e'fijtur,e:improvetwts,,OfRtAft24. apapdMember Penn staved she was i t to see a recommendation for a sWxyalk can Route 26 prior to a Cedif1cme of Ooco cy,as theme are 00 other sidewaiks pms"l and reComtruction of Routs 28 was p4juied. The Soard conf imied that a 5 foci O walk easement,was going to be dedicated aliong Route 2o. Mrs.Penn also staled that there are existing sklavalks.on Spring Stmet,aW a,requimment for a sidewalk on Spring Street uses alp i tS it mould sejw the residential neighborhood.. board Member Princi irnatrrirerf if any green measures,such �War on the r ,are being proposed. r> so itdpin stated that air otindition ingaind hom ns will be hiSh dtode ty with white rpof`rd . Bathrooms will have double flush fixtures and fightingvrill be energy `dent. No Ojala thatthis propOrAl i . reuse c the istio d�steel and coracr�te and that'asphakv+i t be regrocsn4and mused The Board ionecl if,enough was being done in th .laodscape r to d res rr�tial neighborhood awtting dift si . Chairman,r g w cl dfirr Lion firom the applicant abo t prop d fenrew the applkant ttatrd there willte a sits f In link f� wA �slats on the loading do&and an eight foot r-taain link fens with f ' Y s at wade. T he ap lint insitaIlatiI6n of she(enct an t1w,loading dock v ooW protect fisting U*Os:: The Board discussed the location of the? � &Mpster and the WA cwn' pater,and the' recommendations of the Site tslarr Revt Committee to.relocate the'i'lumpstrr alvay from residential r x oard ,onfir ed with the Vplicam that a fence wouw enclose tt e dumpster ark pa&oi-,.Me beard di"%sW hmibng the hours trash,art l pi -d r€€p to p the noighbommIn.110iseat trr ab l aws Ooar"d M=ber Patdclk Pri rci disci for the e d ha his „ �,Mike l iti,is an attorn with W rerz Win,Hyannis Hyanniotnd this rrr t3a =ter fir.t3 rr7 rE i r c #1 A# in t .p Mr.Princi also stated for tile r, he(Olf lied the itements and filed a GoWmat on dt Evidential steviewforhis n the Manning,00atImeofingof fitly 2 ,2 1 for .. ial F'er 20141.01 tm rlue ILLCAW kwas s e(Aly accepted and siVie0yChairman Lang thereby. €;ual"rfyirr mr,Prtrici to, it tin this appji t cyst. Board i s L r Mir e l ed that this propdad a good irrrp neat on a highly t is, stre r of road and recognizes the applicant Is fimited by who is atreadY them Board Member t'cr $ey stated this red del parr t Woolo be a ilivt improvement as the exisftdte hli `Fited. 4 f On Ault 23,2010,the Soardunanimot.nly,niade die follovving fin4in s Of fact~,:`: 1. The Applicant in this pdltionis 1 tse trit.G seeking a; "a%` ertrnit fc�this red l �r�nt andrmso of,a.2— ' e sitie add 3-34 Trough Road(Route 28) H Yan nis,MA, The,Prolierty is ort:Assessoes Map 328 as is t8 and fig. `"fhe misting buittling on the p y pta 51,7 9 square feet in a a, This Propetty is in the H(;w Hyannis at y Distrid and the - e' _Protection OveARY District. .2, The Appl, ht proposingto dem.alish two orisnng ctur 'loc*,ed bn the`prc rty and t rehabilitate and muse the,rem inin 34,474 sq.it.building;to include 11,E to19,71� ft,of specialty retail use.and:15,0211 to 23 478 sq..44 of warehouse or siorag S a The oropwol site.WeveloprwOncludes p `ng fc 82 vehiclle irhp to site (train ge,utilities,ljoMng and la► sc pi g. 3. To accompl A the plans for the reuk,and site tedeveloptnent,the Appli t requested Spechl pwAlt from the Board that,gmnts rnisel`; ant to the following Provisions of the Ordinance,, Spe ion 24044.1' )(3 'for a retail use that l ino: vehicle trips per,44y andlbr .. PeA hour velmicl tips pet day; • coon 2 C3tf atred ping andfor'Swion.2 2 M1M006),€elr ire fon t the wired Cstt par�rirtg • Serlion 240-24J 0 for r tie 00M the reqmire front)rard:4Wk6pe set a , paikinS at the front of the building,414601 l»use that increases vehi e tr'tps on Rte. ? ,and reuse of e'xisti"3C ss f lea 28,, • Ser ian:2 ,241,A t for a ritAdludion.to landscape bi er bet paNn area and buildin arW la" frcam widentfal pr ' ion 2 3 t1 tb r it ex Mg TWOM,Wr ity in lot covt to in Wellhead: Protection(relay Di . The, ing:04,rranoe s i call V authorizes the Planer:ink 8q d tbgrant.reii in the f a spedal perm it-pu uant to the stctions tiled a snored to find' that the propel, +� Meets the oiterkt speaf 6d inthe stated sections; conforms to the overall r irejoents of$0don,2 125i bnd +► demonstratesconsigenCy With the sign and Inhastrudure Place and one of mom of. de Oftiw Ti0ed in'Section 140-2 .1.2 C(t}. The ppl c�nt.ti.,a.s p sed tease of the developed building for s. 1 t,t1t1a sq.ttA o 1 f7l$sq.,O,of specialty roil ,'and 1! 021 to-21,4,78:N..(L.,d.warehmwstorage spam accessory to the rdail u (s) and/or for'1 owrieespersonal use, . Plan$for the developtnent,'Itave t"a rvii6ved by the Site Plan' , 'Mv Gornmittee. rtd Pots d tobe w v ble s hjert to Certaind tiorls as expressed in the si �ppro l tee daw ' July ,;201 ; and the Uvil ing Co' ice`' ees l to Manning rd dated Augur 4 2t 1 t9and s*&t tca issuan of'Special Petruithy this owrd.. 7. the subjj F , property is locgA vAthin the Hyaano s Gro th 1ncettlive lie C tart area sp i lly ntMed fbr re at°terrt d iMi ve �in arid.aroun downt mnis, 'Yho pro w d ruse,site Cede to and building rehab iitat 'pl s r onsi eht with the obterT ,bf the G1Z and the Nsi� kfrastrtttturu Ply,end Sent 8. Tlae redevelopment playa proposes Iff 4nWments to curb afas 41009 Route 28 W4 Providesao cement for a 5400t sidewalk xW a landscape b4er along the roadway. Although ae green:spy buffer r a°rows at times,the ovjMtplan is asubstartilat impr ent r that which g ists. The proposed accessconfixuratfonv6dscapebuffer M bouts 281V arvii OaMn conri ration shall pro�i&fcw safe vehicaw and pedestrian accers,subject to c. pl€ance;': with condfflonsstated he min. 9: The proposed t t significandy redum the of adsting curb cuts on Route 23 in a manner that in'Tr€ves t f okv of r r . e rig site.includm two curb.c m ani Route:28,6 feet ad 157 feet in width. The Oro ela rat includes two driw"s,3 .9 fit and 31 ra f in width ra asute fhe lot I i the pr dsed drNeways are 44° and r r r stxttg drti w yt dpenin 9 The d driverta s are also shed tta a etatr rrac contr traffic t tfly on ROW 28. 10. The A pp.icant submitted a Tfaffic.jhfomnajionmemo providing the Board wrtft lternativ trip pfletation statisk-s W,the two land Iuse Propouls. Actording to data,contained in the rnerrto,the Propowd land uses will gene atu between,60 and g3:wAide trips dulirag ilia peak hour. Based ups tbost aumbeis,the PrOPM4 use of the property does not,reprewpt a' substantial deohnent to the neighborhood or t1 .gar l public. 11. The Tralk Infoonation Wmo,dated August 17,2010,sub,mitt ld by the applicant supports that the 82 parkljngspaces provj*are sufficient for the:proposed us leas :004ata from $Imlla r uses:' 12. ReVrOiftg tle,request for r4rkir relied,the Otaard,fiIndi that relW a 1►e ge l 'the proposed u wi11.pnmte a low.nurnl r of vehicle tips,thus fnvahb irtg the nowt moods or calcolating parlcirtg Mquirern s, 13. his proposal re rats the rehabifitafi,on and reuse ofdetarim4ng pmpertyihat is vacant and u reutilized. The rye of part of the existing building preve the redevelo r err#from fall tar►pli vith't ' oraing Muir end, In all cases wlmfe relieNs being. requesWd,dw AWicanthaS.in pi ved the existing condition and is bringing th-eproperty into greawo cordwtn y with the req4imd,setbatks,,landscape..ftwivements,moaning raina 10t CAMM er site cir alkurt and 'erg,and advv tter W regulatforts: 14 The applicant has rnea.."s to malt Potentially dettimental to no- ing property em s including the additiort of a b foA fence on the ling dock and an g loot. along the pro e y line,rniniimtxi ft light l�: is the p tote,ate: ibis outddrrr.stota ',and.comm activity,provided cmplrara+ svl h theowditions iaanposnd WA e`Speci Phi it. 15, Trwh compactors Pro;duce noise godpotential fy odors t i ipa p residential>. dies, ; l b_ Tl ample as n pf travel d rr►ad Moagementprograms contribute to th [4. reducing traffic;volurnesand in aeasjng o afterraativ mode o trap, tion art�e firth tr�ceot; rae. IT Rawd ups the evidencen futs,presented, the pra p al the rd ll significahtlyre4uce the.v4dth of existirig curhats On Route 28 and remo the . r na1e f la g c ,tira Tong part of Spring Street, fed the d velop 5qu a image cat the property,thereby redcrcin the potential t : genwated from the si FM s reusm and ra ail t d teri iu ldrnR elop`the site in: greater wnformily to t s site: elo ` nt star ards .and v impmve pedest6ao in the n4 G Ircehtwrx Zone thfough the' adder of a sidewalk easerrientan Route 24 and a sidewalk on Snn Street, redum the ari`mrtf of irnperviom area frorsa 13.4%fo82r25 incorpmW.e rain gard"swid tares CAPIN t0 fiil r sivrn r runes, 18. The sup granting _, I p fM as it rill l`ultill tie spirit':and intent ' Zonin Ordia rice-a the relief graiftd hetoin will not repmenta substitntial.detri nt to the public good or the neighborhood aN Proposed Conditions Based on the.findinssof fait,a motion was duty.rnade and seconIded to grant a Speci,41 Permit to Impulse, LLC for the r nt and reuse€rf a 2 -acre sib a lyar�n' h Road(Route 20), "nis lam; ' t to the killowing conditions: 1. All site wad, including but not limited to building redeveloprneA paMng areas,arress ire rnp,rats,sto r war infiras1ructure,tart*ca n Ii stirs&aad sigtta&shall b cowtpl d in a rat ith the approved plan toddled 11.ayout and Undscw Marti of Land at 349 and 33 tyann000 Road in 14yannis,MAprepared lor.ImpullejI.Caarid date Iuly 21,200,with:r risicins through east 17, 010 tubject to all vewlons and condibion stated herein. 2. Rome of eloped 34,47 sq,k building ll sae I% rit d a to s ' t6,1917185q.kr of" tAy it use;ant# 15,021 to 23,478 sq-4,of warehouse or sloirage space.as art aamssoq use to die ` srpedattv real#use(s)and/or forr the Mpedy ownews Petsonal,use only. ` to no case shall retail Use of the site exreed 19,2 tt square fox of floor area,loraw within the redeveloped buihll ut as mber of peciat y tdaif tenant spad shalt'twlimited tot , 3,. The width of a:ufb tuft op Roule 28 thAl be limited fo 34.1 few ad 11.8 160,:. measuured at the property:lirie. Drivewayssal be a .. ily and not allow cles to Odt onto Ste The Buildin.gCbmMiswitoriet 1*l 40mim if*.reposed.uses qualify as� ialty il"and are in bortibratance with coWw"ons,six aid eight c wtaived herein. The Building CoMM,issionef shall luvi the right to consult with the P41111in prior to makino a determination as t6 wtOvir not a a€se shall be chilled as I'specialty relsiV,All `specialty retail'uses A01be mo i rrt with the defioition of'retailtisesp irtclu&A in- Seection 2 -24.1.12 ark shall not i'ndud#restmoantsftodservice establishments,gasoline saw,lopheral retair s such as M14cale supoomarkets.or di Mort sres,or ddw t rtrugh ..�rindo�s is 5, Any.pro 05M use t is,not das iii %"specialty retail'by the Buil ingl rrtiss" er steel p rehire"-approval the Pl nnr h Board through,Mod fi 'on,of,this Spinal "it 'I`he colleove trip generation of all primnaty.and acoe ory uses on the ile shall trot 83 hide 9d sAu`(ingg pr how of Monday throe Frilly 730 a�rn.try,9 O A.M. P.IM.to 6 p.t �dr Sa�t�rr�10.100 aan,to 12.00.pp. Njorto i uance tea Cettifitate of, Otcupan y Ou0000f use a i(any propowdt haul su�mil c�a t all trig senendion will not exceed this lirhiL The Building omrniziotief.hOl th e tr"r . rrtir d� untnr arrd irppeals sill be Made to the planning 71 Any use that exceeds the threshold for peak hour vehicle trip ge;teratiott Set herein,or that produces an inomse in vehicle trips as del 'bthe triltliri c ioner,shall bra requiw to seek approval from the Planning 06ard thna tart fitra(tnri of this Special. pair: Any use a payking de ar tba oxteeds,82 spa s, r r'dits to iorn 7. S6,as: determinedbythieguilklin Commissioner,shall be iced to k tthr6to _. icd of i ci t i l fi tl rein t riorldissuance,of� Certificate cif upariey or'Chanp6 of Ilse momit,. pro�arased t a at:shatl txbrrrit 0: king schedule demonstrating o)rnpWum with,parking rquirivr 6n% 9. Tie fli nt shall lirrrir t the f narth�r -most paskiiig spaces le�atr�l alarm theestt" t -o �line 6n'" irk,t.c t.A" shownthe ptans originally rbtn to the Board dated �2t�olo,and lands the area, A total of 82 parkin#Vaon di ll be, included owslite. W Alt€r the site i fully oapied,the Building Commissioner shall haire,the rigl it to review. the patking patterns and tmfficftw on the site and dewnine if thop is nee for poking res ttw"s on Spring a or addidonal enforcenvent of the ermnmooly hulifirements f€Ir e dYs on sip age sie;ttsry t tar "1a rt ;air ra d, l r(wri tip shall be%rrstalled at the AW i ntBs expense. `t 1.' he apoleant l install a"six foot i t lion high fem along 011esout'lhem.propeo 66 ,�4jacejit to pr zoned' f,Sing family Residential Dishrict 11 lbe pr0P)(1 shalt Ompty with the'CV11diti is of the Site Plan Review Committee approval letter'daw July 6,2010 and the Building Com ri tion is trur io the Plannios Dowddawd August 4,20'10,oWes of which shad he aaached to this decision: d ma&Apart Of it, except as modified by findssRIP and conditions staWd herein.: M The pplii mat Shall own tweemary perihlts frm the RamsU6 public Wor6 Depament for work ir►the idghtmol4ayl; 14. The t" t shall ' tre rresppp is rrn the Mtssauses rtr"rat Trans i Hip y l3 tisitamn 6�� r pc d ai ss tonfi �ti€ r opl of to,2g. M 140 applicant shall dedicate. : a s folic sk On,lk ea rr rat�ton th6 h "p erty line:: Five fort sidewal4AJ b . straacked andAutided by dikappie rrt alcnngthe pmpe hb4e e sdkzr r ln 50ft Street shall W hulled pr1ofto certinwed Ot �. ittal ns r l .end design r Sudety lks Shall be sr e the.Toe fie irneera l , All landse in er n on 6 final is�play shall iniWed pti€rr to first' Certificate f C3aartcyw 17. liar t .t rlkzle t O n , applicante: small r de'. bold or fitter of r for rairit maid rapt "rent of deed or dying rdspe real on the ro ved la pd plant. T d shah t ti the�Wu of the land rn .' ` s and shall be held f ildt lam than three � Thebond.do ll be in a fdrin arndd content.:. ac c; table to he T AX.t €end thr TOW01 TreaWter`s office,:,:Funds notexpended.may 3�r urrrr d%rport"a t ue 'frorri the p idtat or its stmr r di years from the rsssiie caf the firerdc of �rpniwy. 111 l t iilg gall k limed thh site n full rat-+off € ren still o ulilid tra enure fight or glare dp tt t ii pact r i pto s: S It h ttg and the requ p c f z42 Pl �, plan shall conf6rm t Cod Ctsrwr W'w'a standards for Evefior tithtiop€ inn ; sit in Technical gull in 9 1: 1 . ;All sirage shall be permitted the, Building Divisionand 6 ap oved.t nsts ncy ith the arod,'l *cr rt4r Plan.' 2Ct, ill dumpsten d crash tainers shy in any�uhh the r�uirernents of ? 14.1 A 0, 240-103,and all r applt bi Sla"Jartis. t. Trash oompamrs sIWl be prohibit l in dw20,_ side"yard Setha&along e staxatE rc,pr ty iirle comer ldr tia�ns south the buiWi 9 4went to mWenti ll propedy. any p2sh compa or lo.cA*d On the site,shall:be scree.with Opaque sme4n and tarrd ping, Tl Imalfwt and,method of.weenifts of any p Mmed trashcompector shall be.revkwedand-wkw by the BtiMr19 Commissioner and this. l?n RcNitw 4 22. Trash cAlection Omit be proihtI : 6 pa,and 7 a.m.;saga"Oys a week: ,t 23. All deli vows shall be prohibited.b wee.n 6 p.rrt. 7&m.,seven days a week:; 7-4. Oul4w4splay a dfor steerage shall be prohibited on the loading and all other outdoor arras, All commercialacCyiry shall occur wvithin the redewtoped btsiklin ". The pliant,in cotijuncfiort with all wilding wnants,$hall provide a trip.reduction pica for employees,.which iced �w � u�sn irtcerttiT�sr rnpl � �rnrnte,c� �fc us�n at ate► c�', trams lr�lttdaa ,but llrhl�tz�,;brcyclrs� foirtB r. . In wh odler' b, Dasisnatiagaw employee to serve :as lhens ire I Mble for poomd.fins a 6", are prop4n), ling,and other t l de a d atanag "*At- measures. c: E hinga bulled b6ard aid inatchingof: pl �t6 cards d� s d. In cas ',af rr nr , prm ing,ago4ranNidfidyhcwtWp Y6 for emplaym cornmucing byaltonadvi rnekhOds a. Providing,c0-sA tnfvgn to t�j�l �latm to.the �railal l�� 'lrardrts�tia s > f, For bicycles, * irk a sl e - acfPur ram, 26, A final:she,d d ply,lac cfsc a 01an,and.csi[lityl rainy plan shall a su r fitted pnvr ca is a tce of a build- it 'ctmg Il of and conditionsof.IW: Planning BOOM rd arod r m any outst Ing isquesofe 5i 3�1 n"Ravi C ntnitt . 27. 'This deeWon shall.berecoulml at the BarrWable Rqistry of Duels ant.a: mcordW documbu tnus6e s i e tta Planning awnts twice to the i C iv ss t Wore sty build"ii .peanit is a tac 1.. 28, �e raid uth ii h r i shall s rbstapljaily Titbit two,yeas dae rat his Permit or it shall eVire. vote.-:. Mnfio�tb ra pt?cca `permit 1t1 t sttbj ctttt tl finch and cur�zfititns la in, fnade by Paul C ray aid s ded.by E t�r�l n�;with a urc irn afl�'rm€r w�c y � La ear" c u , v d Mansell,fdidl Penn, Pa4Cudey,a i idv Prind. 2. f ¢ ordered; Speetal Permft 2 t iti ti rd4 tm � tt gt of Deeds for to be in effect. The relief a thoe d by th ecf f n rati t be �rci�� `thin two years Of-the giant of tie.W a pefm4.. c sivr; ,sti ff fae ad S �r fart MGL rjtao r 40A,Sedion 17,within twenty 0)days after thedate the fi irig d this decision,a copy of which must be file in,the Office 761 thejowwderk Ray tare,Chair t3a2 i� t, Linda.HutdWdder,Clerk or the Town of garnsuble,Sam stalk piracy,Massadbusm,hereby c that t esty f2 0)days tea ve elapsed.straw +e Zoriin g OmYA of Appca 6 fief thLs dt't:isi�p and' that no appealofdw.d. baision had b fife rc the Wim f the c*- Si and sealed this � d y _ tinder the,pains aid penialtit Peary; r ut enride T "�a x� jr I at r MIA g+err'eroon will Clot exceed this limit. The Suilding Co lmissianec shall make trip serveratioo ct0atrn[nations and appeals shall be made to the Flanging Board. 7, Any arse that exceeds the threshold for peak hourvehicle trip$Cneration set hmeln,orthat produces an Increase in vehicle trips as deaerrnined by the Building Commissioner.shall be. required to seek approval from.the Planning Board.tbrough modifimtion of this special permit. 8. Any use lurch a parking demand 'hat exceeds 82 spaces arx+orditog to Sc on.240.5 determined by the su l(Eng Commissioner• shall be required to sft-k approval thmugh modifiation.of this cfal Perth i`.:thMOO the Planning bird:. PdDr tb Issuance of a Cerrificate:of Occupancy or Charop of Use Permit,any proposed tenant shall,submit:a. parking sc-Wulrr demonrstrating c orripifance with parking requir+errments. 9. The applicant shall elimiraatr the five northern-most parWntspaces located along the westem prope►jty lint in l tkir%Got A',;spawn on the plans orlginafly milbmitW.to The Board dater( 6t2212010,and landscapetltn arm. A total oaf 82 parking Vices stall be included an site. 10, A t&the site is fully occupied,the Ov lading Commisslooer:shall ha' the right.3t9 riGv'rev+r the parking patterns and traffic flow on the site and detamirte if,there is need for parking restdctiQns on Spring Strrmet or additional enforcement of the entranmooly requimments for the d iveways on Route 28. Any signage necessary to enforce 'tom Parking'"or e+^itranoe-only re4v ictions shall be tristalled at the applicariv.4 expense. 11. `fhcs applicant.sli<all inS11211 a six foot:and eiifit foot high feriae along the southern propetty linos adjacent to property zoned''SF'Single-Family Residential District. 12. jhe pmlec`t~halt comply with ttie conditions of the Site Plan.tt eview Cominittee approval letter daW)uly 6,201 p and the 80ding Commissloner's letter io floe niarming Dowd dated Adgust.4,2010,copies of which shall be attached to this decision and nu&a l of iii except as modified by findirip and crmdltions sued hermn. 13 The applicant shall obtain nr-c ry permits fine the gam table Public Wrrorla D rtrnent for wwk In the rightod—way.. 14. The applicant shall obftirrl necessary Approvals,toat it►e i+wuhusetns De rtment of fransp rtatigri H ghv y is vEsfob for tie proposed access cool# urateran on Roane 28. 15. The applicant shall dedicate a.S foot,sldevvalk evs,,mentalang the no4em propeAY litre. Five foot sidevralks shall be condructed Arid funded by the applicant along propertY frontage on Spring Street. The sidewalks orn Spring Street shad be installed prior to a Certificate of Occupa*. lead slrecihcations for location and design of sidewalks shall be jWoved by the Town E glneer. 16. ,AlI.landsc apingshown on the final i ppr+aved plan shall be nstailled.prior ter the first CertiflMe of Occupancy. 17, Ptior to a:C- rtifivAte of Occupancy,the applicant shall provide surety(cash bond or litterof. crkliti.for mintenance and*replacernent of dead or dying landscape Material shown orr the approved Wxbc4pe glare. the bond shall be't io9i of the vaIve off the lands mateerials and shall be held fo(mat longer than three Years.' The bond shall be in a form and content acceptable to the Town Attorney and the Town:Treasurer's office, Fu ids not expended may be recur ed upon a request from the Applicant or its succesw after thre)nmrs from the issuance of the first Certificate Qf Orcupanry, 1 tY. Alt tigltting shall be kxated on,the site anO full cut-off f inures shall he u-tilized to ensurc.light or glare dogs to.impact rwiglrbvring properties. She lightlrtg alto llle required.phototrrlc (oma- Paul From; Jenkins, Elizabeth Sent:;... Thursday, May 11, 2017 3:57 PM To: Stuart Bornstein (tbusby@hollymanagement.com) Cc% Roma, Paul Subject: Kappy's: Fence, Landscaping, Sidewalk Attathments: spring0 jpg;spring1 jpg;spring2 jpg;spring3 jpg; swdamage1 jpg;fence1 jpg;_ . fence2jpg;fence3jpg Stuart: I was.able.to go by the Kappy's site to look at the fence and landscaping. Condition No. 11 states: The applicant shall install a six foot and eight foot high fence along the southern property line adjacent to property zoned "SF"Single-Family Residential District. The approved plan notes a "proposed 8' stockade fence", although it is somewhat unclear where it starts and stops. I watched the Planning Board hearing from August 23,2010 in hopes of getting clarification of the requirements relative to the fence. At that hearing, it was stated there would be a "refurbished" 6 foot fence with privacy slats along_the.:top of I and new 8 foot stockade fence from the platform to Spring Street. Note that any fence should.be.in.. compliance with sight distance requirements for the driveway onto Spring Street. I'm sure any proposal to"tape.e'-?the fenc.6,along the property line with the lawnmower repair shop would be considered if done in cooperation with them. I,reviewed the installed landscaping against the approved plan. The area of concern is along Spring Street. The street trees in the green space do not appear to be alive and the smaller shrubs appear to either be missing or inpoor condition. See attached photos. The permit requires that prior to a C/O, landscaping be installed and that surety in the amount of 150%of the value of the landscaping be posted for a minimum of three years. I would suggest that given that most of the landscaping.is well established, surety only be required for the value of landscaping not installed at this time—namely the landscaping on Spring Street. I ultimately defer to the Building Commissioner on this issue. I'll lastly note that the Town Engineer provided conditional approval of the sidewalk on Spring Street,subject to repair of a'sphWt.1damage. These repairs do not appear to have been completed. See attached photos. ['hope,this clarifies the permit requirements. Please don't hesitate to contact me with other questions. Best, Elizabeth Elizabeth S.Jenkins,AICP "':` ,z.A V � DIRECTOR—GROWTH MANAGEMENT DEPARTMENT . Town of Barnstable • 200&367 Main Street• Hyannis, MA 02601 A.. '" elizabeth.jenlcins@town.barnstable.ma.us 508-862-4735 Tbvin We,bsite• Business Barnstable • HyArts• Barnstable iForum . 1 k f V trip gerveratiort will pot ex+ce tlirs lrmrt. 71te Burldrng omrrirssrvrrer shall make trip gener4on determ[nations and appeals shall be made to the Planning Board. 7", Any use thaat exceeds the threshold for p*hour vehi trip generahan set herein,or that prods a*n in se.in vthicte trips as doe minted by►the Buitdlttg Commissioner,shall be required.to seek approval from the Planning Board,through modiftation of this special permit. Any use with a parking demand that.ftceeds 82 spates accr�rd n to Seoiion 24(3.5.6,as determin ley the Bullring Convrrissionet,shall be required to seek approval through modift�cat.ion of this Special Peemit.throueb tln=Planning rd Prior to issuance of.a. i t:rtificate.of Occupancy or C hanp of Use Pernik any proposed tenant shall submit.a. pwking scdredufe demon ting compffiArtce with parking"uitements. 9. Th.e applicant shall elimir►atr the live northernmost parP.ing spaces located along the western lfolety line in Vaiking,:Lot A',shown on the platys trriginally submitbi d:to:the Board dated 212010,and landscape the area A total of ILI parking spaces shall lee included on:site. j o, alter the sate is finny occupied, the lavilding Commissioner shall mare the right era review the parlr ng patterns and traffic flow on the site eyed detarnine if them i5 bend for parking, rrdsidctions on Spring SW Pt or additional enforcement of the entrarimooly requirements for the d6ve"s on Route 28. Any signage necessary to Worce'No Parldng"or eotrancu�-drily resvictions shall be installed at the applicant's ecpense. 11. 'The applicant shall mxtall a six foot and+ei&foot high feriae along the southern property line adjacent to properly zoned'SF*Singlle-Farnity Residential District. 12. Tlie prOjOr-I shall tunply.vrith the conditions of theSite Plan Review Comrnitcee approval letter,data jury 6,2tr 1 o and the Building Commissioner's,letter to the Plarming Bowd, dated August:4,2410,copies of which shall be attached to this decision and m&a part of it, oexcept as modified by findings and 4mndl orts herelin. 13. The applicant shall drain npeAssaiy permits from the Sarristable Public Works Departr»ent for Work in the tight f-ray. 14. The applicant shall Obt4irr necessary approV219 from the Massachusetts Da anment of Ttansp[rtafi;ore I~l ay oWit�on for the propo:secl access confi "Born on lute 28. 15. Thii afrptica nt Mali dedl w a S foot:sidewalk.eases ro+ent along the,nodhcm propertyy line. Five foot sidewalks shall be constructed d and funded by the appl;�►t along the proAedY fir ri age on.Spring Street- The sideway on Sig Street shall be installed prior too Certificate+ f occupant y. final speahcatons for locoon and,design of Odewalks,shall be ;moved by the Town trirf inner 18. All.landscaping shown oIo the final approved plans shall be insulled.prior to the fiimt f„eertifyca3e of 40aapancy. 17, Pfiar to a CkMir"te of ampancy,the applicant shall provide surety trash bond or letter of credit)for maintenance and reo4oernent of dead or dying landscape material shy on the approved larxisope,plans. the bared shad lie i.5o%in the value of the landscooe materials and shall field for not longer dwo three years. The bond shall be in a form and content .acceptable to the Town Attorney and.the!own Tr urees office. Rends nor expended may be retumcd upon a request;from the Applicam or its suer after three years fronn the issuance of tine first Certificate-of Q=pane-y, is. All lighting shall be located on,the site gtnd full cut-a fi res shalt be utilized to ensure light dr glare:does W, impact neighboring pros. Sb lighting and the requifed phowneiric i ,(oma Paul From.. Jenkins, Elizabeth Senf:.: Thursday, May 11, 2017 3:57 PM To: Stuart Bornstein (tbusby@hollymanagement.com) Cc, Roma, Paul Subject: Kappy's: Fence, Landscaping, Sidewalk Attachments: spring0jpg;spring1 jpg;spring2jpg;spring3 jpg; swdamage1 jpg;fence1 jpg;. . fence2jpg;fence3jpg Stuart: was.able.to go by the Kappy's site to look at the fence and landscaping. Condition No. 11 states: The applicant shall install a six foot and eight foot high fence along the southern property line adjacent to property zoned "SF"Single-Family Residential District. The approved plan notes a "proposed 8' stockade fence", although it is somewhat unclear where it starts and stops. I watched the Planning Board hearing from August 23, 2010 in hopes of getting clarification of the requirements_relative to the fence. At that hearing, it was stated there would be a "refurbished" 6 foot fence with privacy slats along the.top of the:platform and new 8 foot stockade fence from the platform to Spring Street. Note that any fence should be in. compliance with sight distance requirements for the driveway onto Spring Street. I'm sure any proposal to "tapW'Ithe fence.along the property line with the lawnmower repair shop would be considered if done in cooperation with them. [reviewed the installed landscaping against the approved plan. The area of concern is along Spring Street. The street trees in the green space do not appear to be alive and the smaller shrubs appear to either be missing or in poor- condition. See attached photos. The permit requires that prior to a C/O, landscaping be installed and that surety in the amount of 150%of the value of the landscaping be posted for a minimum of three years. I would suggest that given that most of the landscaping.is well established, surety only be required for the value of landscaping not installed at this time—namely the landscaping on Spring.Street. I ultimately defer to the Building Commissioner on this issue. I'll lastly note that the Town Engineer provided conditional approval of the sidewalk on Spring Street, subject to repair of asphait.damage. These repairs do not appear to have been completed. See attached photos. l hope this clarifies the permit requirements. Please don't hesitate to contact me with other questions. Best, Elizabeth HEYr4 Elizabeth S.Jenkins,AICP '` . : .DIRECTOR—GROWTH MANAGEMENT DEPARTMENT o . m Town of Barnstable• 200&367 Main Street • Hyannis, MA 02601 elizabeth.jenicins@ town.barnstable.ma.us �Q 508-862-4735 Tbwn Website • Business Barnstable • HyArts• Barnstable iForum 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Tuesday, May 30, 2017 10:58 AM To: Jenkins, Elizabeth Subject: 333 Iyannough Road, Hyannis - Kappys Good Morning Elizabeth, I have a question about the fence. Was there any approval from your department to allow the original chain link fence to be acceptable after repairing it? It has been secured and appears to have slats installed where they were broken or missing but no new stockade. Any input is appreciated. Thanks, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 MEANS OF EGRESS above 4 inches (102 mm), the vertical clearance meat plar%nrms, stairs, ramps and landings that are located dimension of 1'/2 inches(38 mm)shall be permitted to more than 30 inches(762 mm)measured vertically to the floor be reduced by '/s inch(3 mill). or grade below at any point within 36 inches (914 mm)hori- 4. Where handrails are provided along walking surfaces zontally to the edge of the open side.Guards shall be adequate with slopes not steeper than 1:20,the bottoms of the strength and attachment in accordance with Section 1607.7, handrail gripping surfaces shall be permitted to be Exception:Guards are not required for the following loca- obstructed along their entire length where they are tions: integral to crash rails or bumper guards. 1. On the loading side of loading docks or piers. 1012.5 Fittings.Handrails shall not rotate within their fittings. 2. On the audience side of stages and raised platforms, 1012.6 Handrail extensions.Handrails shall return to a wall, including steps leading up to the stage and raised plat- guard or the walking surface or shall be continuous to the hand- forms. rail of an adjacent stair f light or ramp run.Where handrails are not continuous between flights,the handrails shall extend hori- 3. On raised stage and platform floor areas,such as run- ' zontally at least 12 inches(305 mm)beyond the top riser and ways,ramps and side stages used for entertainment or continue to slope for the depth of one tread beyond the bottom presentations. . riser. At ramps where handrails are not continuous between 4. At vertical openings in the performance area of stages runs,the handrails shall extend horizontally above the landing and platforms. 12 inches(305 mm)minimum beyond the top and bottom of ramp runs. The extensions of handrails shall be in the same 5. At elevated walking surfaces appurtenant to stages direction of the stair flights at slahways and the rant)runs at and platforms for access to and utilization of special ramps lighting or equipment. Exceptions: 6.,:Along vehicle service pits not accessible to the public. 1. Handrails within a dwelling unit that is not required 7. In assembly seating where guards in accordance with to be accessible need extend only from the top riser to Section 1028.14 are permitted and provided. the bottom riser. 1013.1.1 Glazing.Where glass is used to provide a guars!or 2. Aisle handrails in Group A and E occupancies in as a portion of the guard system,the guard shall also comply accordance with Section 1028,13. with Section 2407. Where the glazing provided does not 3. Handrails for alternating tread devices and ship lad- meet the strength and attachment requirements of Section ders are permitted to terminate at a location vertically 1607.7, complying guards shall also be located along glazed sides of open-sided walking surfaces. above the top and bottom risers.Handrails for alter- noting tread devices and ship ladders are not required 1013.2 Height. Required guards shall be not less than 42 to be continuous between flights or to extend beyond inches(1067 mm)high,measured vertically above the adjacent the top or bottom risers. walking surfaces,adjacent fixed seating or the line connecting ' 1012.7 Clearance.Clear space between a handrail and a wall the leading edges of the treads. or other surface shall be a minimum of I V,inches(38 nun).A Exceptions: handrail and a wall or other surface adjacent to the handrail shall be free of any sharp or abrasive elements. I. For occupancies in Group R-3,and within individual dwelling units in occupancies in Group R-2,guards 1012.8 Projections.On ramps,the clear width between hand- on the open sides of stairs shall have a height not less rails shall be 36 inches(914 nun)minimum.Projections into than 34 inches(864 mm)measured vertically from a the required width of stainval?s and ramps at each handrail line connecting the leading edges of the treads. shall not exceed 41/,inches(11'4 mm)at or below the handrail height.Projections into the required width shall not be limited 2. For occupancies in Group R-3,and within individual above the minimum headroom height required in Section dwelling units in occupancies in Group R-2, where 1009.2. the top of the guard also serves as a handrail on the open sides of stairs,the top of the guard shall not be 1012.9 Intermediate handrails. Stairtivays shall have inter- less than 34 inches (864 mum) and not more than 38 - mediate handrails located in such a manner that all portions of inches(965 mm)measured vertically from a line con- the stairway width required for egress capacity are within 30 nesting the lending edges of the treads. inches(762 mm)of a handrail.On monumental stains,hand- rails shall be located along the most direct path of egress travel. 3. The height in assembly seating areas shall be in accor- dance with Section 1028.14. SECTION 1013 4. Along alternating tread devices and ship ladders, ' GUARDS guards whose top rail also serves as a handrail,shall have height not less than 30 inches(762 mm)and not ' 1013.1 Where required. Guards shall be located along more than 34'inches(864 nim), measured vertically open-sided walking surfaces, including mezzanines, equip- from the leading edge of the device tread nosing. 236 2009 INTERNATIONAL BUILDING CODE® BUILDING PLANNING SECTION R312 Exception: An automatic residential fire sprinkler system GUARDS shall not be required for additions or alterations to existing R312.1 Where required. Guards shall be located along buildings that are not already provided with an automatic open-sided walking surfaces,including stairs,ramps and land- residential sprinkler system. ines,that are located more than 30 inches(762 nun)measured R313.2.1 Design and installation. Automatic residential vertically to the floor or grctcle below at any point within 36 fire sprinkler systems shall be designed and installed in inches (914 mm) horizontally to the edge of the open side. accordance with Section P2904 or NFPA 13D. Insect screening shall not be considered as a guard. R312.2 Height. Required guards at open-sided walking sur- SECTION R314 faces,including stairs,porches,balconies or landings,shall be SMOKE ALARMS not less than 36 inches 1914 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or R314.1 Smoke detection and notification.All smoke alarms the line connecting the leading edges of the treads. shall be listed in accordance with UL 217 and installed in accordance with the provisions of this code and the household Exceptions: fire warning a yuiprnerit provisions of NFPA 72. 1. Guards on the open sides of stairs shall have a height R314.2 Smoke detection systems.Household fire ahem sys- not less than 34 inches(864 mill)measured vertically terns installed in accordance with NFPA 72 that include smoke from a line connecting the leading edges of the treads. alarms,or a combination of smoke detector and audible notifi- 2. Where the top of the guard also serves as a handrail on cation device installed as required by this section for smoke the open sides of stairs,the top of the guard shall not alarms, shall be permitted, The household fire alarm system be not less than 34 inches(864 mm)and not more than shall provide the same level of smoke detection and alarm as 38 inches(965 mm) measured vertically from a line required by this section for smoke alarms.Where a household connecting the leading edges of the treads. fire warning system is installed using a combination of smoke R312.3 Opening limitations.Required guards shall not have detector and audible notification device(s), it shall become a openings from the walking surface to the required guard height Permanent fixture of the occupancy and owned by the home- owner.The system shall be monitored by an approved which allow passage of asphere 4 inches(102 mm)in diameter. super- vising station and be maintained in accordance with NFPA 72. Exceptions: Exception:Where smoke alarms are provided meeting the I. The triangular openings at the open side of a stair, requirements of Section R314.4. formed by the riser,tread and bottom tail of a guard, R314.3 Location. Smoke alarms shall be installed in the fol- shall not allow passage of a sphere 6 inches(153 mm) lowing locations: in diameter. 1. In each sleeping room. 2. Guards on the open sides of stairs shall not have open- ings which allow passage of a sphere 41/s inches(I 1 1 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. mm)in diameter. R312.4 Exterior woodplastic composite guards.Woodplas- 3. On each additional starry of the dwelling,including base- tic composite guards shall comply with the provisions of Sec- ments and habitable attics but not including crawl spaces tion R317.4. and uninhabitable allies. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels,a smoke alarm installed on SECTION R313 the upper level shall suffice for the adjacent lower level AUTOMATIC FIRE SPRINKLER SYSTEMS provided that the lower level is less than one full story below the upper level. 11313.1 Townhouse automatic fire sprinkler systems. An When more than one smoke alarm is required to be installed automatic residential fire sprinkler system shall be installed in within an individual dwelling unit the alarm devices shall be townhouses. interconnected in such a manner that the actuation of one alarm Exception: An automatic residential fire sprinkler system will activate all of the alarms in the individual unit. shall not be required when additions o•alterations are made R314.3.1 Alterations,repairs and additions.When alter- to existing townhouses that do not have an automatic resi- ations, repairs or additions requiring a permit occur, or dential fire sprinkler system installed. when one or more sleeping rooms are added or created in R313.1.1 Design and installation. Automatic residential existing dwellings, the individual dwelling unit shall be fire sprinkler systems for townhouses shall be designed and equipped with smoke alarms located as required for new installed in accordance with Section P2904. dwellings. R313.2 One-and two-family dwellings automatic fire sys- Exceptions: tems.Effective January 1, 2011,an automatic residential Lire 1, Work involving the exterior surfaces of dwellings, sprinkler system shall be installed in one- and two- family such as the replacement of roofing or siding,or the dwwellings. addition or replacement of windows or doors, or B2 2009 INTERNATIONAL RESIDENTIAL CODE® INE T Town of Barnstable g Building Department 200 Main Street TEOMAja Hyannis, MA 02601 Tel. (508) 862-4038 ° = Temporary Certificate Of Occupancy Permit Number: B-16-2073 CO Issue Date: 3/22/2017 Parcel ID: 328-068 Zoning Classification: HG Location: 333 IYANNOUGH ROAD/RTE 28, HYANNIS Proposed Use: Permit Type: Building-Addition/Alteration - Commercial - General Contractor: DANIEL W SCIBISZ Comments: emporary CO only, Final requires FD Complete Approval, Loading Dock area and site work complete 60 days only expires 5/22/2017 KAPPY'S. 3/22/2017 Building Official Date: li j i �I y 1 _ if to ' 17 .lra-n� _ nL t�- � Zito, r -99 s ' �- �. i� 201 2:41P fit. 710V l?: reuse and rehaNl to an e).60ins.detedoratins bu.ilding and.flop tip site in t greater conftamlr y lotoWk.skde-viopment stand,and 4 improve pedestrian wom I the Hyannis Growth trrcenOve Zane through the ,r addifibi of a sidewalk easement on Ro a 28 and a siaewak on Staging Street ,t redvoe the anriou"t of'wAperwous surface s&ace avea frarrr 3.4%to 82.25% incorpomfe rain gardens and landst sg to filter sto"water runoff, . t 8. Ile i�so ntan sl�l it as it will t'ulfill the s iek and intent of the . ply 1��. Zoning Or+dirtance And OM rely granted hen will not runt a subswtial detriment to Vic:p9rbtrcoc�d Qr the ru»irbood aged, Proposed Col"dittions Based on the findings of fim a mctu» il duty rri 'anc "Conded to'grant, a sal PeTraltto Impulse,tLc(or the mdeveiw.ftht and reuse of a 23 sip address 3 -349 Iyannough Road(torte 28),HMnis MA sabied to the f`atlo ing editions: 1. All site w6fk includin.9.but not lirniwd to building fedo"lopw l ink areas,�tr�ess ini rusrnents,stor m infrastruduft,landscaoft I*Ohtih&and sist4ge shall be completed in act dance vvig the awroved plan entitled'Layow and t andscape Plan of land at 349 and 333 ly nno0o lid in Hyannis, prepared fbir trnpvlse, .LC",and d d July 21,.2010,Win revisions throush August 17,2010,subject to all revisions od conditions stated herein.. 2.. Rewe of tedeveloped 34,478 sq.ft;;bultding sw limited as o1lvs; t9;71' : p . tY fail use, 15,O21 to 23,478 .It of warehouse or swrage space;as an amessmy use to the spcci"�tty retag use(s)a€ndtor for the pipperty ownees personal txse only. In no we shall reWl vw of the site exceed 19,718 4quare feot of floor ate.IOQWd within the iredewl6ped building, The number of specWty tail tenant spaces ill be limited to two. 3. The width t>f curb cud on'Rom 28 shall he limited to 34.5 feet mid 31.8feet,.0 measasureid of thg,property iine_ 13riw wqs shall be etttram"ily.-ad not alb vehiclato exit into late 2$, . 4. The 8u"riding Cc issi r All detemirne if pfoposed.uses qualify as's ialty retail"and are iri confon0ance v do condifiorts 5ix;oA tOt contaftied herein. The Wilding. Commissioner shall haw the riot to consult wltli the Plazrhing Board prior to snaking a. determination as to:tether or not a use shall be Glassit i id as"specialty retail-A All prod "spedahy refail'uses shall be toosi rd with the definition of*retail usee irictuded in Sect to 24 24.t.i2 and shall not include reomrantsfttd service est lishmerats,gasoline safes,°g eral Mtair uses such as full-vWe super nurkm or discount stow,or drive-through windov►+s. 5. Airy+pit w trial is not dassifred 'speckalty rail'by the 6u ing arniWo Con shah require ap rr�t hom the Planr&g Board thfaugl Modifitadon of this Sp al flerxriit. 6. The collwive tip generation loll primary and acomtiry uses on the site shall not exce . 83 weh isle tips slurring the peak hours of Mon day through Friday 7:30 mm,to 930 am.or 4 . p,an,to 5 p.m.or 5aiuWy'`1040 a.nn,to 12M p,ni. Nor to 15ance f a Cerkifloe of QrctrP+Cy or Chang-of Use Perm%Any proposed tenant Aaff sar6it elate demo rating 7 .I F trip ra'�oln Wiltilot okeW th4 limit At l il€ ing CommWorw shall make trip generation datc�rminarsons and vpeals shall be to the Plannirr Board. 7. Any vie that exceeds the thresltoW for peak hour vehi trip generation set herein,.or tit r pro ud an incite in vehicle trips as doom by the Building Comm*s�oner,steal€be required.to sic approrA from the PlIanning Board:through modirtotion of this special perrrct. g. Any use:vA a parking dinar ltrat ftc�s.Lid spaces accodisn tp Section 240-56 as Y deterrn r d by 1he Ou l trg Comiss-lorw,shJ be required i Qsmk appr+ t O=i .rnodificatimr of this Special Perrnit throogh the Planniag lard_ Prior 16 imance Of rMicate of Occu cy or Change of Use Per'mk any opased tenant shall st►bttiit a: parkin, edule dery "ng compliance with parking 1, a.iremcrits 9. The applicant shall eliminate the f n6rthorn-mast pukingspaces located along the western t o line itc" rk'sn C.�+ 1 d+ cm the rri orir iirally s 6rrci to:the Board dtkd WM010,and'landscape1hp area.. A total of B_j padding vooes shaN be iricluded msi'te. 10, At'tor the site 4 fully<rcwpied,the 8vil+ding Commissioner shall#fie the right to review the pocking patterns and tmffic flow on the site and determine if them is new for parldog ictios on.pring meet or additio.nal enforcement of the emrance-o'Oly requirtments for. . the dsivevv ys do tts to 28. Arty sig age necessar r to enforce`No Parkire osr+era"MCL-only T' r< irlcta#ns shall:be installed ei the applicant's e�xp se. 11, Ilie applicant"I Will a_;six foal and eight fool high fence along the ,nth PMve*lino sdjaceini to prapereyr'zanrd'`Sr Sin Lx-FamlyltesidentialoistricL.: 12. trt ptmi s€rall pity wit€t the�cpirclitirrs€ the Site l i?evier t Am7tf fee apprga►al letter dated July 6,201 q and the Build Commissioners letter to the Planning Board dated A-4gust 4,20 to,ccipies of which shall'be akaclvd to this d?ecisi t and ma&a pait d it, except as modified by findings and cond ions herelm 13. The mpplicant shWi obtain nPcezary permits fi n the Barnstable Public Works Wor67 Department for wtrrit in the right-d-ray. 14. The applicarit shall o'bfairi necusaty apprt s frr M the Mssachusem Depaftrriwt of Transpoftion 140way DIVISIM for d*prop mess config alit a Rite Zg 15. bi aWicant shall dedicte a.5 foot sid.! ea rnent along� rtarthem proms!be. Fire fc noel dial€be strud arl;fcrnde by the°afptint along the friaitt e:on Spring.Str t. TPr sicl lks 5 g Street shall be knurled pfw to a Certificate 6f£ upa*. Final specifianions for.l lion and dt n of Sid alk's shall be aWoved by the Town tenting. 16. All landscaping,5hown on the final epproved pl :shall be installed.priouto,the first rti Cate Of OwupanCy. 17, fear to a C wtificat+e of Occup y.the applicant shall pri de sttety(cash bore or lener of aeclilo.for maintenance and replatwunen t of clew orAy ing Jah&c4m mderial shy are the j appmved lartdsapeplan., the bond-shall be 1.50%ofthewdve of the landscape morals and shall be held fo( lcnrrgeir than three years The �d shall be in a form and content acceptabk to the Town Attorney and the Town Treasureesoffice..Flunds net Winded may be retw"d upon a regt"from the Applicant or:its sixcessor der three years from the issuance of the Arst certificate cif Occupancy, 1& .All lighting shall be located on:the site wvd full cat-off fixtures"I be utilized to ensure.li8ht or glare darns impact min h'lnririg properties. Sb lighting and the required.phOft ric g 1. 3 ;:6 plan shall confnffn to Cape Cod Commission stagy dwds for Ever or Luting Design,as sfed in Technical sulloin 5-001. 19. All signap 3hall be Pe" tted+wilt tlru RUMPS DMsion and be approved for owns sstency. with the Design a ll` tit re Pan. 20, .AlI durn st s aid bash t i aipers shah be s ned in rmanre.witlt, r u r rn tts of 24.1.10. 4flw10 Ord all oth a k. ..le sta(44i ,. ;M Trash comers sUl be probibi-wd In the ftwired 20 foo side yard selbaa along the . southern property lime ano:011her locations south Of,the buit iP9 Ascent to Mswentiil property. Any trash compa or located an the sits shall be steed wMi opaq4e smelting and tames ng. .T location and mekd of smening of any:proposed trash compactor shall mewed anti ap rtt ed the 8uil ng Comrrtiss over and Site Plan Revie+x cam 22. Trash election shall be hibuM beWmm b p,m,and 2 a m:.,s ri days WeeL. 23. All deliveems shall be p roh irtad.bevom 6 p,nt.and 7 a.m,:,sevw days a week. 24 Outdoor-asoay andlor stIoragre shall be prohibited on the loadin's dodo and all rimer outdoor 15, All cor0mucial.actiVtay shall dour within the redeemed huild : ThePli tr in iu lion rt sin all] ildrng tearants, l a#rip r+�ctcticrr»pr<�girapt for le ss,.which lay inch: a. A lunch tncentiv�e lot empl tfiat Commute to Walt t M a� des of transportation Including,but noflimited its,Vic On mWId dr carp rn�with dher 1)6isrraflag art employ*td sr~r re as the tMtahm cbodiraator responsible lot promoting a r zhare program,spooling,and tstlwtravel deroand manaptrter t ` c lrshing a ball tin lard co grad rr�atc to ng of nplo s to carpctoi and wnpools. d: In caws dem et nc ies,prmr ipg gw arOet ride home:program for employea cow muting by altemadve methods. e. provwj rig a mfom�a�tlian to ploy s re a to the avAkte k: tmaspoftflort seivices. C. For bieyles,providirp seoune.stor e :2f,. A final site;developrne0 Tarr;l ds +e pl rand irtilr"ryldrai:nage plan shall km sulmittp-d prior to issuance 4 a build-mg 0gt daeprdfg a ll Of the fi ngs anti conditions of.tbe Planning Board and addressing any autstarwft lssuos of the site Man Review+CaartmMM: 7, This decision shall be recomded at the Bart l;le l stry of heeds and a cry of t recw&d document mud be 5-UbMip to the Planning 8000S Me aM to the Ouilding arIMM bekrre '+Y building permit is issues.. . 28, The relie#auth*rized herein shall,substanvaity Erna ce within two years of the ant of this pennit C"it shall evirev 'Irk A mbbon to grant$Octal Permit 2.010-0t,sub ectto the fWlno and conftic swed hete`rr,ova made by Paul Curly and semn d 9 by Patrick Prince vAth a demote of nning vote;ftymond tarsi MAew Teagt ,Dairy Munstlijefidafenn,Paul Curley,and.Patriot lino 4 d y � , I • 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 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan Review/Regulatory Review Coordinator CC: Tom Perry,Building Commissioner Dan Ojula,Down Cape Engineering SPR file Planning Board SP 2010-01 file Town of Barnstable - `"B`$$ Building Department-200 Main Street J E �c Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-16-2073 CO Issue Date: 3/22/2017 Parcel ID: 328-068 Zoning Classification: HG Location: 333 IYANNOUGH ROAD/RTE 28, HYANNIS Proposed Use: Permit Type: Building-Addition/Alteration- Commercial F General Contractor: DANIEL W SCIBISZ Comments: approved for Temporary CO, Final requires FD Complete Approval, Loading Dock area and site work complete. 60 DAYS ONLY 3 22 2017 EXPIRES ON 5/22/2017 / / Building Official Dater ti H_H a Town of Barnstable Y Planning Board I Decision and Notice A W Special Permit 201.0-01 Impulse, LLC Summary: Granted with Conditions Petitioner: 'Impulse, LLC Property Address: 333-349 lyannough Road (Route 28), Hyannis Assessor's Map/Parcel: Map 328 Parcels 068 & 069 Deed Reference: Book 19132 Page 219 Zoning: Hyannis Gateway Zoning District,Wellhead Protection Overlay District Background and Special Permit and Relief Requested: In Special Permit request 2010-01, the applicant proposed to demolish two existing structures located on the property and to reuse the remaining 34,478 square foot building for specialty retail use. Related site, grading, drainage, parking, lighting and landscape improvements are proposed. The property is a 2.3-acre site addressed 333-349 lyannough Road (Route 28), Hyannis, MA, shown on Assessor's Map 328 as Parcels 068 and 069. It is in the Hyannis Gateway Zoning District and Wellhead Protection Overlay District. Special Permits are required and zoning relief is request as follows: (1) Section 240-24.1.8 (13)(3) for a retail use that will increase vehicle trips per day and/or increase peak hour vehicle trips per day; (2) Section 240-56 Off-Street Parking and/or Section 240-24-1.8(C)(2)(e) for a reduction in the required on-site parking; (3) Section 240-24.1.8(C) for relief from the required minimum front yard setback, front yard landscape setback, parking at the front of the building, change in use that increases vehicle trips on Rte. 28, and reuse of existing access from Rte. 28; (4) Section 240-24.1.10 for a reduction in landscape buffer between parking area and building, and landscape setback from residential property; (5) Section 240-35(G)to retain existing nonconformity in lot coverage in a Well Head Protection Overlay District. Plans were submitted by the applicant showing the existing conditions and the proposed redeveloped building, parking areas, landscaping, lighting, and associated site improvements. The final plan considered and voted on by the Board is dated August 17, 2010. The plan proposes a 34,478 square foot building and a parking area for 82 vehicles. A Traffic Information Memo, dated August 17, 2010, was submitted by the applicant and provided parking demand and trip generation data for the proposed specialty retail uses. Procedural & Hearing Summary: The special permit request was filed on June 23, 2010. A public hearing before the Planning Board was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The public hearing was opened on July 12, 2010 and continued to July 26, 2010, August 9, 2010, and August 23, 2010. At the August 23, 2010 meeting, the Planning Board voted to close the public hearing and to grant Special Permit 2010-01, subject to the findings and conditions stated herein. Planning Board members Raymond Lang, Matthew Teague, David Munsell, Felicia Penn, Paul Curley, and Patrick Princi voted unanimously to grant the permit with conditions. The final proposal before the Board was to utilize between 11,000 square feet and 19,721 square feet of the redeveloped building for specialty retail use and between 15,021 square feet and 23,478 square feet for accessory storage or storage for the owner's personal use. A total of 82 on-site parking spaces were proposed to serve the development. Mr. Stuart Bornstein and Mr. Daniel Ojala, P.E. represented Impulse, LLC before the Board. Mr. Stuart Bornstein, applicant, addressed the Board, stating that the property has been before the Planning Board twice before: the Bob's Furniture proposal and the Hilton Garden Inn proposal, both of which for different reasons were not realized. He stated the main objective is to upgrade the neighborhood by improving the building and site. The proposal is to demolish approximately 20,000 square feet by eliminating the building on the corner of Spring St and Route 28 and replacing it with a rain garden, fountain, green space and additional parking. The rear portion of the larger building will also be eliminated. The applicant is also proposing to demolish the front of the building, thereby increasing the setback from Route 28. The applicant proposed two scenarios for use of the property. The first tenant proposed by the applicant was a national chain thrift shop, which would utilize 11,000 square feet of retail floor space and 23,478 square feet of warehouse or storage space. According to the applicant, 95 percent of the thrift shop's business is selling clothing. The estimated traffic generated from the thrift store use, based on actual chain thrift shop data, is 2,079 transactions per week at the most, with most customers coming 2 to 3 per vehicle. With proposed hours from 10 a.m. to 8 p.m. and assuming only 1 person per car, this averages to be 30 cars per hour. The second tenant proposed is a superette chain that sells 2,000 items only, and that has 5 truck deliveries per week and one milk delivery per day. The estimated traffic generated from the superette store use was calculated using actual data from a superette chain using 20-25,000 square feet and stocking 2,000 items, which averages 3,795 transactions per week. Conventional grocery stores stock 40,000 items. In conjunction with the proposed superette use, the applicant initially proposed a religious assembly use for 6,000 square feet of the building, but withdrew the proposal from consideration after discussion by the Board regarding conflicting hours of operation and parking demand between the religious assembly and retail use. The applicant finally proposed a tool rental or mattress sales use to occupy 5,721 square feet of the building in a second tenant space; the superette would then occupy 14,000 of retail floor space, 8,000 sq. ft. of freezer/storage space and the remaining 7,021 square feet would be the owner's warehouse. Dan Ojala of Down Cape Engineering presented the site plan to the Planning Board. The site is in a busy area of Route 28 between the Airport Rotary and Willow Street. He noted surrounding businesses and residential areas and the airport on an aerial photograph. Existing conditions of the site itself were noted, including wide curb cuts, the existing buildings, the parking that backs onto Spring Street and that is located very close to Route 28, and the loading area to the front. He stated the applicant worked with the Site Plan Review Committee extensively. There are proposed rain gardens on the north side, new 2 drainage, a sidewalk easement, new lighting, 10 percent interior parking lot landscaping, as well as landscape buffers. The entrance to the building is being regraded. Significant setback and lot coverage improvements are proposed. Chairman Lang asked the applicant to identify who the retail tenants would be. Jo Anne Miller Buntich stated that the Board needs to know the use, because the use relates back to the traffic and parking standards, and the use has been described. The Board discussed parking requirements for the site. Dan Ojala stated both proposals are specialty retail uses which would require less parking. The Board discussed the exposure of parking to Route 28 and Spring Street and the improvement of the proposed condition. The Board recommended that two of the five spaces at the northwest corner of the site be eliminated to prevent conflicts with vehicles entering the site. The applicant eliminated five parking spaces originally proposed at that location. A total of 82 parking spaces were proposed. Board Member Penn stated it was important to evaluate the improved condition of the access to Route 28 to be able to grant relief from parking requirements and to satisfy objectives of the GIZ to limit ingress and egress to Route 28. Board Member Teague stated it appears that parking relief can be`provided if conditions are met. A major improvement for Route 28 is being made where unsafe traffic flows exist. Board Member Penn inquired about the traffic pattern on site and suggested that the entrances from Route 28 be angled in such a way that no exit can physically be accomplished, as signage can be ignored. Dan Ojala answered that the long term answer is that a median could possibly be used to guide people out to Spring Street. Mass Highway historically does not prefer sharply angled granite islands that are directional because when people try to beat these, they actually cause accidents. Chairman Lang inquired what the plans are for Route 28 and stated that he heard it was to be a divided highway. JoAnne Miller Buntich stated that the Hyannis Access Implementation Group is just beginning to meet. It seems that a four lane highway without a divided median is considered to be dangerous, but they have not settled on a preferred alternative for the roadway. The exact widths of the existing and proposed curb cuts were requested from the applicant. Board Member Teague stated he thought including a second entrance to the site from Route 28 may provide a safer condition on Route 28, because two entrances would alleviate second-guessing that disrupts traffic. The Board requested exact percentages by which the curb cuts would be reduced,.as it was necessary to demonstrate conformance with the requirements of the GIZ. Mr. Teague stated he did not think a single curb cut on Route 28 would be safe or a good idea given the configuration of the site. The Board discussed predicted traffic generated from the retail uses on the site. Jo Anne Miller Buntich pointed out that the Design Infrastructure Plan states that an alternative trip generation study may be submitted and accepted by the Planning Board and can be used for comparative purposes where appropriate. All alternative studies must meet ITE requirements. The applicant submitted a Traffic Information Memo with ITE requirements and estimated parking and trip generation for the proposed uses. Characteristics of the proposed uses that invalidate normal methods for calculating trip generation were discussed. The applicant stated there are not ITE categories for the uses being proposed. The Traffic Information Memo contains trip generation statistics based on similar uses in other locations. Board Member Felicia Penn stated that people from the neighborhood seemed to have not appeared at the public hearing for this proposal. Mr. Bornstein stated that an abutting neighbor attended formal site plan review and asked questions and made recommendations which were followed. 3 The Board requested public comment. Mr.John Doherty, 17 Brookshire Road, addressed the Board. Mr. Dorherty attended the site plan review meeting for this case. He expressed concern about the location of the dumpster, which is near residential property. His concern is disturbance to neighborhood. He stated churches meet several times a week and often have live music. If the use is going to be a superette, he stated there would be refrigeration that would require outdoor condensing units, which also produce noise. He did not see these on the plans. He stated lighting in the parking lot would be bad for the neighborhood. Mr. Doherty stated that this proposal was not consistent with the objectives of the Growth Incentive Zone. Sidewalk requirements for the site were discussed by the Board. Chairman Ray Lang inquired if the corrected plan showed the sidewalk and whose land it is proposed to be located. Dan Ojala stated that a 5 foot wide sidewalk easement is on Mr. Bornstein's property with the sidewalk to be constructed in coordination with the future improvements of Route 28. Board Member Penn stated she was surprised to see a recommendation for a sidewalk on Route 28 prior to a Certificate of Occupancy, as there are no other sidewalks present and reconstruction of Route 28 was planned. The Board confirmed that a 5 foot sidewalk easement was going to be dedicated along Route 28. Mrs. Penn also stated that there are existing sidewalks on Spring Street, and a requirement for a sidewalk on Spring Street was appropriate because it would serve the residential neighborhood. Board Member Princi inquired if any green measures, such as solar on the roof, are being proposed. Mr. Bornstein stated that air conditioning and heating will be high efficiency with white roofing. Bathrooms will have double flush fixtures and lighting will be energy.efficient. Dan Ojala stated that this proposal is a reuse of the existing structural steel and concrete and that asphalt will be reground and reused. The Board questioned if enough was being done in the landscape buffer to protect the residential neighborhood abutting the site. Chairman Lang requested clarification from the applicant about the proposed fence. The applicant stated there will be a six foot chain link fence with privacy slats on the loading dock and an eight foot chain link fence with privacy slats at grade. The applicant stated installation of the fence on the loading dock would protect existing trees. The Board discussed the location of the proposed dumpster and the trash compactor, and the recommendations of the Site Plan Review Committee to relocate the dumpster away from residential property. The Board confirmed with the applicant that a fence would enclose the dumpster and compactor. The Board discussed limiting the hours trash can be picked up to protect the neighbors from noise at unreasonable hours. Board Member Patrick Princi disclosed for the record that his father, Mike Princi, is an attorney with Wynn &Wynn, Hyannis and this firm has represented Mr. Bornstein on matters in the past. Mr. Princi also stated for the record that he fulfilled the requirements and filed a Confirmation of Evidential Review for his absence at the Planning Board meeting of July 26, 2010 for Special Permit 2010-01 Impulse, LLC and it was subsequently accepted and signed by Chairman Lang thereby qualifying Mr. Princi to sit on this application. Board Member Munsell stated that this proposal was a good improvement on a highly traveled stretch of road and recognizes the applicant is limited by what is already there. Board Member Curley stated this redevelopment would be a positive improvement,as the existing site was blighted. 4 Findings of Fact On August 23, 2010, the Board unanimously made the following findings of fact: 1. The Applicant in this petition is Impulse, LLC seeking a special permit for the redevelopment and reuse of a 2.3-acre site addressed 333-349 lyannough Road (Route 28), Hyannis, MA. The property is shown on Assessor's Map 328 as parcels 68 and 69. The existing buildings on the property total 51,749 square feet in area. This property is located in the HG - Hyannis Gateway District and the WP-Wellhead Protection Overlay District. 2. The Applicant is proposing to demolish two existing structures located on the property and to rehabilitate and reuse the remaining 34,478 sq. ft. building, to include 11,000 to 19,718 sq. ft. of specialty retail use and 15,021 to 23,478 sq. ft. of warehouse or storage space. The proposed site redevelopment includes parking for 82 vehicles and improvements to site drainage, utilities, lighting and landscaping. 3. To accomplish the plans for the reuse and site redevelopment, the Applicant has requested a special permit from the Board that grants relief pursuant to the following provisions of the Ordinance: • Section 240-24.1.8 (13)(3)for a retail use that will increase vehicle trips per day and/or peak hour vehicle trips per day; • Section 240-56 Off-Street Parking and/or Section 240-24-1.8(C)(2)(e) for a reduction in the required on-site parking; • Section 240-24.1.8(C) for relief from the required front yard landscape setback, parking at the front of the building, change in use that increases vehicle trips on Rte. 28, and reuse of existing access from Rte. 28; • Section 240-24.1.10 for a reduction in landscape buffer between parking area and building, and landscape setback from residential property; • Section 240-35(G) to retain existing nonconformity in lot coverage in a Wellhead Protection Overlay District. 4. The Zoning Ordinance specifically authorizes the Planning Board to grant relief in the form of a special permit pursuant to the sections cited above subject to finding that the proposal: • meets the criteria specified in the stated sections; • conforms to the overall requirements of Section 240-125; and • demonstrates consistency with the Design and Infrastructure Plan and one or more of the criteria listed in Section 240-24.1.2 E (1). 5. The Applicant has proposed reuse of the redeveloped building for: • 11,000 sq. ft. to 19,718 sq. ft. of specialty retail space; and • 15,021 to 23,478 sq.ft. of warehouse/storage space accessory to the retail use(s) _ and/or for the owner's personal use. 6. Plans for the development have been reviewed by the Site Plan Review Committee and found to be approvable subject to certain conditions as expressed in the site approval letter dated July 6, 2010, and the Building Commissioner's letter to the Planning Board dated August 4, 2010, and subject to issuance of a Special Permit by this Board. 7. The subject property is located within the Hyannis Growth Incentive Zone (GIZ), an area specifically identified for redevelopment and infill development in and around downtown Hyannis. The proposed reuse, site redevelopment and building rehabilitation plans are consistent with the objectives of the GIZ and the Design and Infrastructure Plan, and represent continued private investment along Route 28. 5 8. The redevelopment plan proposes improvements to curb cuts along Route 28 and provides an easement for a 5-foot sidewalk and a landscape buffer along the roadway. Although the green space buffer narrows at times, the overall plan is a substantial improvement over that which exists. The proposed access configuration, landscape buffer on Route 28, and parking configuration shall provide for safe vehicular and pedestrian access, subject to compliance with conditions stated herein. 9. The proposed redevelopment significantly reduces the width of existing curb cuts on Route 28 in a manner that improves the flow of traffic. The existing site includes two curb cuts onto Route 28, 62 feet and 157 feet in width. The proposed redevelopment includes two driveways, 34.9 feet and 31.8 feet in width measured at the lot line; the proposed driveways are 44% and 80% narrower than the existing driveway openings. The proposed driveways are also designed to be entrance-only, further contributing to the goal of improved traffic flow on Route 28. 10. The Applicant has submitted a Traffic Information Memo providing the Board with alternative trip generation statistics for the two land use proposals. According to data contained in the memo, the proposed land uses will generate between 60 and 83 vehicle trips during the peak hour. Based upon those numbers, the proposed use of the property does not represent a substantial detriment to the neighborhood or the general public. 11. The Traffic Information Memo, dated August 17, 2010, submitted by the applicant supports that the 82 parking spaces provided are sufficient for the proposed uses, based on data from similar uses. 12. Regarding the request for parking relief, the Board finds that relief can be granted as the proposed uses will generate a low number of vehicle trips,thus invalidating the normal methods of calculating parking requirements. 13. This proposal represents the rehabilitation and reuse of deteriorating property that is vacant and underutilized. The reuse of part of the existing building prevents the redevelopment from full compliance with today's zoning requirements. In all cases where relief is being requested, the Applicant has improved the existing condition and is bringing the property into greater conformity with the required setbacks, landscape requirements, screening, drainage, lot coverage, site circulation and parking, and groundwater protection regulations. 14. The applicant has taken measures to mitigate potentially detrimental effects to neighboring property owners including the addition of a 6 foot fence on the loading dock and an 8 foot fence along the property line, minimizing light levels at the property line, and prohibiting outdoor storage and commercial activity, provided compliance with the conditions imposed with the Special Permit. 15. Trash compactors produce noise and potentially odors thereby impacting abutting residential properties. 16. The implementation of travel demand management programs contribute to the goal of reducing traffic volumes and increasing use of alternative modes of transportation in the Growth Incentive Zone. 17. Based upon the evidence and facts presented, the proposal before the Board will: • significantly reduce the width of existing curb cuts on Route 28 and remove the unsafe parking conditions along part of Spring Street, • reduce the developed square footage of the property,thereby reducing the potential for traffic generated from the site; 6 • reuse and rehabilitate an existing deteriorating building and redevelop the site in greater conformity to today's site development standards, and • improve pedestrian access in the Hyannis Growth Incentive Zone through the addition of a sidewalk easement on Route 28 and a sidewalk on Spring Street; • reduce the amount of impervious surface area from 93.4% to 82.25% and incorporate rain gardens and landscaping to filter storm water runoff, 18. The Board supports granting the special permit as it will fulfill the spirit and intent of the Zoning Ordinance and the relief granted herein will not represent a substantial detriment to the public good or the neighborhood affected. Proposed Conditions Based on the findings of fact, a motion was duly made and seconded to grant a Special Permit to Impulse, LLC for the redevelopment and reuse of a 2.3-acre site addressed 333-349 Iyannough Road (Route 28), Hyannis, MA, subject to the following conditions: 1. All site work, including but not limited to building redevelopment, parking areas, access improvements, stormwater infrastructure, landscaping, lighting, and signage shall be completed in accordance with the approved plan entitled "Layout and Landscape Plan of Land at 349 and 333 lyannough Road in Hyannis, MA prepared for Impulse, LLC" and dated July 21, 2010, with revisions through August 17, 2010, subject to all revisions and conditions stated herein. 2. Reuse of redeveloped 34,478 sq.ft. building shall be limited as follows: • 11,000 to 19,718 sq. ft. of specialty retail use; and • 15,021 to 23,478 sq.ft of warehouse or storage space, as an accessory use to the specialty retail use(s) and/or for the property owner's personal use only. • In no case shall retail use of the site exceed 19,718 square feet of floor area, located within the redeveloped building. • The number of specialty retail tenant spaces shall be limited to two. 3. The width of curb cuts on Route 28 shall be limited to 34.9 feet and 31.8 feet, as measured at the property line. Driveways shall be entrance-only and not allow vehicles to exit onto Route 28. 4. The Building Commissioner shall determine if proposed uses qualify as "specialty retail" and are in conformance with conditions six and eight contained herein. The Building Commissioner shall have the right to consult with the Planning Board prior to making a determination as to whether or not a use shall be classified as "specialty retail." All proposed "specialty retail" uses shall be consistent with the definition of"retail uses" included in Section 240-24.1.12 and shall not include restaurants/food service establishments, gasoline sales, "general retail" uses such as full-scale supermarkets or discount stores, or drive-through windows. 5. Any proposed use that is not classified as "specialty retail" by the Building Commissioner shall,require approval from the Planning Board through modification of this Special Permit. 6. The collective trip generation of all primary and accessory uses on the site shall not exceed 83 vehicle trips during the peak hours of Monday through Friday 7:30 a.m. to 9:30 a.m. or 4 p.m.to 6 p.m. or Saturday 10:00 a.m. to 12:00 p.m. Prior to issuance of a Certificate of Occupancy or Change of Use Permit, any proposed tenant shall submit data demonstrating 7 trip generation will not exceed this limit. The Building Commissioner shall make trip generation determinations and appeals shall be made to the Planning Board. 7. Any use that exceeds the threshold for peak hour vehicle trip generation set herein, or that produces an increase in vehicle trips as determined by the Building Commissioner, shall be required to seek approval from the Planning Board through modification of this special permit. 8. Any use with a parking demand that exceeds 82 spaces according to Section 240-56, as determined by the Building Commissioner, shall be required to seek approval through modification of this Special Permit through the Planning Board. Prior to issuance of a Certificate of Occupancy or Change of Use Permit, any proposed tenant shall submit a parking schedule demonstrating compliance with parking requirements. 9. The applicant shall eliminate the five northern-most parking spaces located along the western property line in "Parking Lot A", shown on the plans originally submitted to the Board dated 6/22/2010, and landscape the area. A total of 82 parking spaces shall be included on-site. 10. After the site is fully occupied, the Building Commissioner shall have the right to review the parking patterns and traffic flow on the site and determine if there is need for parking restrictions on Spring Street or additional enforcement of the entrance-only requirements for the driveways on Route 28. Any signage necessary to enforce "No Parking" or entrance-only restrictions shall be installed at the applicant's expense. 11. The applicant shall install a six foot and eight foot high fence along the southern property line adjacent to property zoned "SF" Single-Family Residential District. 12. The project shall comply with the conditions of the Site Plan Review Committee approval letter dated July 6, 2010 and the Building Commissioner's letter to the Planning Board dated August 4, 2010, copies of which shall be attached to this decision and made a part of it, except as modified by findings and conditions stated herein. 13. The applicant shall obtain necessary permits from the Barnstable Public Works Department for work in the right-of-way. 14. The applicant shall obtain necessary approvals from the Massachusetts Department of Transportation Highway Division for the proposed access configuration on Route 28. 15. The applicant shall dedicate a 5 foot sidewalk easement along the northern property line. Five foot sidewalks shall be constructed and funded by the applicant along the property frontage on Spring Street. The sidewalks on Spring Street shall be installed prior to a Certificate of Occupancy. Final specifications for location and design of sidewalks shall be approved by the Town Engineer. 16. All landscaping shown on the final approved plan shall be installed prior to the first Certificate of Occupancy. 17. Prior to a Certificate of Occupancy, the applicant shall provide surety (cash bond or letter of credit) for maintenance and replacement of dead or dying landscape material shown on the approved landscape plan. The bond shall be 150% of the value of the landscape materials and shall be held for not longer than three years. The bond shall be in a form and content acceptable to the Town Attorney and the Town Treasurer's office. Funds not expended may be returned upon a request from the Applicant or its successor after three years from the f issuance of the first Certificate of Occupancy. 18.;° All lighting shall be located on the site and full cut-off fixtures shall be utilized to ensure light or glare does not impact neighboring properties. Site lighting and the required photometric 8 plan shall conform to Cape Cod Commission standards for Exterior Lighting Design, as sited in Technical Bulletin 95-001. 19. All signage shall be permitted with the Building Division and be approved for consistency with the Design and Infrastructure Plan. 20. All dumpsters and trash containers shall be screened in conformance with the requirements of § 240-24.1.10, § 240-103, and all other applicable standards. 21. Trash compactors shall be prohibited in the required 20 foot side yard setback along the southern property line and other locations south of the building adjacent to residential property. Any trash compactor located on the site shall be screened with opaque screening and landscaping. The location and method of screening of any proposed trash compactor shall be reviewed and approved by the Building Commissioner and the Site Plan Review Committee. 22. Trash collection shall be prohibited between 6 p.m. and 7 a.m., seven days a week. 23. All deliveries shall be prohibited between 6 p.m. and 7 a.m., seven days a week. 24. Outdoor display and/or storage shall be prohibited on the loading dock and all other outdoor areas. All commercial activity shall occur within the redeveloped building. 25. The applicant, in conjunction with all building tenants, shall provide a trip reduction program for employees, which may include: a. A lunch incentive for employees that commute to work using alternative modes of transportation including, but not limited to, bicycling, walking or carpooling with other employees. b. Designating an employee to serve as the transportation coordinator responsible for promoting a ride-share program, carpool ing, and other travel demand management measures. c. Establishing a bulletin board to.aid matching of employees to carpools and vanpools. d. In case of emergencies, providing a guaranteed ride home program for employees commuting by alternative methods. e. Providing on-site information to employees relative to the available public transportation services. f. For bicycles, providing a secure storage area and/or rack. f26. A final site development plan, landscape plan, and utility/drainage plan shall be submitted prior to issuance of a building permit depicting all of the findings and conditions of the Planning Board and addressing any outstanding issues of the Site Plan Review Committee. 27. This decision shall be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Planning Board's Office and to the Building Division before any building permit is issued. 28. The relief authorized herein shall substantially commence within two years of the grant of this permit or it shall expire. Vote: A motion to grant Special Permit 2010-01, subject to the findings and conditions stated herein, was made by Paul Curly and seconded by Patrick Princi, with a unanimous affirming vote: Raymond Lang, Matthew Teague, David Munsell, Felicia Penn, Paul Curley, and Patrick Princi 9 Ordered: Special Permit 2010-01 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within two years of the grant of the special permit. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. Ray Lang, Chair Date'Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision haibeen filed in the office of the Town Clerk. i s7 A Signed and sealed this day of D/ under the pains and penalties of t perjury• r r Linda Hutchenrider, Town C4e�k z 10 I Town of Barnstable �FTHE Tp Regulatory Services yP` ti� Thomas F. Geiler,Director Building Division # BARNSPABLE, fi MASS. 1�g Thomas Perry,Building Commissioner ArFD MAC 200 Main Street; Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 4, 2010 Town of Barnstable Planning Board 200 Main Street Hyannis, MA 02601 RE: Planning Board Special Permit# 2010-01-Impulse LLC Impulse LLC - SPR# 012-10 333-348 lyannough Road, Hyannis, MA Dear Planning Board Members: The modified proposal, traffic information, and plans dated July 28, 2010 for the above- referenced applications were informally reviewed by the Site Plan Review Committee in a staff meeting held August 3, 2010. The revised plan included changes requested by the Planning Board: the elimination of two Northwestern most parking spaces; addition of screening to the South lot line; and modification of the loading area, per the tenant's request. After review of the revised plan, it appears that there are outstanding issues within the purview of site plan review that will need to be addressed to "allow for the protection of neighboring properties against harmful effects of uses on the development site" and provide "harmonious relationship to the terrain and to existing buildings in the vicinity of the development site" as contained in Town of Barnstable Code, Site Plan Review - Purposes, Section 240-99 A & G. The site plan review approval letter dated July 6, 2010 set conditions that required the consideration of the Planning Board, if the requested relief was granted. For the reason of public safety due to conflicting movements, the elimination of all five parking spaces located at the Northwestern corner of the property (Parking Lot A) was required as a condition of approval if the Planning Board were to grant the necessary relief to allow parking at front of the building. Additionally, for the protection of the neighboring residential properties, the location of the dumpster which abuts the residential district was required to be moved away from the residential properties. It was also noted that the revised plan now depicts a trash compactor that would also need to be relocated away from the residential district. This will become a nuisance to the three abutting residential properties because of noise and potential vermin. There is also now a utility.pole located in the area in front of the loading docks. This pole is a hazard to truck movements in their approach to the loading docks. This high voltage line needs to be located underground or at a minimum, moved to the side of the property. Thank you for your assistance in this matter. Respectful , Tom Perry, Building Comm sioner CC: Dan Ojala, Down Cape Engineering Growth Management Department • Hyannis Fire Department encourages the maintenance of the existing northwestern most driveway into the site from Route 28 in order to maintain their access to the existing fire department connection and hydrant located at the north side of the building. • Sprinkler system upgrade may be required by the fire department for assembly use (church). • Approval of Fire Protection Summary dated 4-13-09 by the Hyannis Fire Department for proposed use. • The filing and approval of a photometric plan is required prior to the issuance of a building permit. • Provision of a parking schedule that is approvable for proposed uses (low usage)will be required. • Redevelopment and use of property as proposed requires the granting of a special permit from the Planning Board for relief, as needed, for a retail use that will increase vehicle trips per day;reduction of parking;parking at the front of building; required setback and buffer reductions; lot coverage; and reuse of curb cut on Route 28. • If Planning Board does grant relief for parking at the front of the building,the five parking spaces located at the northwest corner of the property (in parking lot"A")must be eliminated and area landscaped. It is suggested that remaining spaces are to be dedicated for employee parking only with signage as such. • A professional traffic study had been requested by the site plan review committee and could be necessary for Planning Board determination of relief needed. • Visual triangle at corner of Spring Street and Iyannough Road must kept clear of anything more than 3 ft in height. Also, site triangle at curb cut onto site from Spring Street must be maintained. • Access driveway from Spring Street must be narrowed to 24 ft. at the property line with Hyannis FD turn radius confirmed and depicted on the plan. • Sign at the front of property appears to be in proposed sidewalk area and must be moved onto property. • The filing of a revised plan which depicts suggested site plan revisions, as well as revisions requested by the Planning Board is required prior to the issuance of a building permit. • Applicant must obtain all other applicable permits, licenses and approvals required, including but not limited, Growth Management approval for compliance with the Design Infrastructure Plan. AbutterReport Page 1 of 3 Planning Board Special Permit Abutter List for Flap & Parcel(s): '328069', 328068' Parties of interest are those directly opposite the subject lot on any public or private street or way and abutters to abutters within 300 feet ring of subject property. Total Count: 40 Close Map &Parcel Ownerl Owner2 Addressi Address 2 Mailing Country De CityStateZip 328001 PARENT, MICHAEL R %FEDERAL NAT'L PO BOX 650043 DALLAS,TX C1" MTG ASSOC 75265 328002 HAINES, DOUGLAS R 64 KINGS WAY HYANNIS, MA USA C9( 02601 328038 LAMSON, DAVID B BOX 1314 HYANNIS, MA USA 10( 02601 328039 LYMAN, PAUL C 12 BROOKSHIRE RD HYANNIS, MA USA 80: 02601 328040 BANK OF NEW YORK %THOMPSON, 13 BROOKSHIRE HYANNIS, MA 24( MELLON TRS VINROY J ROAD 02601 328041 AYOUB,GEORGE T 818 MONTGOMERY FALL RIVER, MA USA 22( ST 02720 328042 WADER, KENNETH 15 BROOKSHIRE RD HYANNIS, MA USA 761 02601 328043 PICHE, PAUL N & 16 BROOKSHIRE RD HYANNIS, MA USA 75( LUCY A 02601 328044 DOHERTY,JOHN P& 17 BROOKSHIRE RD HYANNIS, MA USA 10' LYNN M 02601 328045 BROWN, IDA M 18 BROOKSHIRE RD HYANNIS, MA USA 461 02601 328046 GAO, BAO FENG 19 BROOKSHIRE RD HYANNIS, MA USA 21: 02601 328047 SZEGDA,JOHN& 219 LOWER ROAD BREWSTER, MA 23, GAIL A 02631 328052 GHETTI, RONALD S 26 BROOKSHIRE HYANNIS, MA USA 17! &JAMIE K ROAD 02601 328053 FLOOD, MAREDA E 137 STONEHEDGE BARNSTABLE, 191 DR MA 02630 328054 HILLERY, DAVID & %HILLERY, DAVID 57 GERMAIN QUINCY, MA 11' TIBETS, MICHAEL A AVENUE 02169 328055 RUBIO, ADILSON 29 BROOKSHIRE HYANNIS, MA USA 224 ROAD 02601 328056 RENAUD, DONALD L 30 BROOKSHIRE HYANNIS, MA 231 &DENISE L ROAD 02601 CHRISTENSEN, HYANNIS, MA 328057 BRUCE M &SHARON 31 BROOKSHIRE RD 02601 20_ L BRANDO HUNT, OSTERVILLE, MA 214 328064 ROBERT& CREEL,AMANDA K 366 OLD MILL RD 02655 328065 KEIRSTEAD, LORI J 163 SPRING STREET HYANNIS, MA 23� 02601 328066 RASSMAN, JAMES P 173 SPRING STREET HYANNIS, MA 22( 02601 328067 FULLERTON,ADAM C 181 SPRING STREET 229 MILL LN S YARMOUTH, 18, &JENNIFER R TRS REALTY TRUST MA 02664 AbutterlReport Page 2 of 3 328068 IMPULSE, LLC 297 NORTH ST HYANNIS, MA 02601 USA 19: 3L'�b9� IMPULSE, LLC 297 NORTH ST HYANNIS, MA USA 19: 02601 328070 VINIOS, NICHOLAS J&P HYANNIS 200 STUART ST BOSTON,MA USA D5. TRS TRUST 02116 MATHEWSON, IYANOUGH REALTY WEYMOUTH, MA 328071 WILFRED B& TRUST 196 ACADEMY AVE 02188 12' DOROTHY TRS 328072 BORNSTU LIMITED 297 NORTH ST HYANNIS, MA USA IN PARTNERSHIP 02601 III ., •,�� .,,,., „� .,.,. ,., .. t, �. ,�,-,,..-. ,,,.,. ,�,.. ,. f AbutterReport Page 3 of 3 M W V ASSOCIATES 22 CAMPION RD YARMOUTHPORT, 14210/l 3280i3 LLC MA 02675 AVILA,JAMES 174 SPRING ST HYANNIS, MA USA 4483/O( 328074 ARTHUR 02601 328075 GONZAGA, DAWN E 162 SPRING ST HYANNIS, MA 15436/: 02601 %TRUDEAU, GEO'.RGE HYANNIS, MA 11901/: 328076 MORRIS, KIM H&GERALDINE H 160 SPRING STREET 02601 328105 SIANO, CERITA J 68 FOREST RD SO YARMOUTH, USA 10598/: MA 02664 328106 HAWKSLEY,GARY E 177 RIDGEWOOD HYANNIS, MA USA 8884/01 AVENUE 02601 BARNSTABLE, HYANNIS, MA 328107� 367 MAIN ST 02601 3138/0! TOWN OF(ARP) 328210001 RIDGEWOOD 297 NORTH STREET HYANNIS, MA USA 9605/0: AVENUE LP 02601 328226 MWV ASSOCIATES 22 CAMPION RD YARMOUTHPORT, 14210/: LLC MA 02675 MATHEWSON, IYANOUGH REALTY WEYMOUTH, MA 328230 WILFRED B& TRUST 196 ACADEMY AVE 02188 12362/( DOROTHY TRS 328232 JACKBOX LLC 41 ROSARY LN HYANNIS, MA 12787/: 02601 328235 M W V ASSOCIATES C/O HYANNIS p0 BOX 1383 SOUTH DENNIS, USA 14210/( LLC DONUTS,INC MA 02660 329003 BARNSTABLE, BARNSTABLE 480 BARNSTABLE HYANNIS, MA USA NONE TOWN OF(ARP) MUNICIPAL AIRPORT RD 2ND FL 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 6/23/2010. t.._.iiccnn� nc n�ci _ 1---------/A1-44--T) C+D A i . _ 17 lef ' o V —?e-- rco _ S '�- / t '4\t ll�1 l t r-7 - .�-a- . 4 �� �� "� , ''� ��� 1 ��:2 Final Construction Control Document H To be submitted at completion of construction by a Registered Design Professional for work per the 8t" edition of the Massachusetts State Building Code, 780 CMR, Section 107 � MAR 3120, r©wqq/� I VSrAkI Project Title: Kappy's Liquor Store Store-Hyannis Date:March 31,2017 Permit N�F�q Property Address: 333 Iyannough Rd,Hyannis,MA Project: Check(x)one or both as applicable: X New construction [X] Existing Construction Project description: Renovation of existing retail space. I, Louis F. Giampietro MA Registration Number: 4929 Expiration date: 31 August 2017 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Architectural Structural Mechanical Fire Protection Electrical Other: Describe for the above named project. 1, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: r�'� GIA M,o�y��' J N0.4929 , FAIMOUTN M Phone number: 508-540-7400 Email: fred@giampietroarchitects.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 1 1 2013 Roma, Paul To: Daniel A. Ojala PE, PLS Subject: RE: Kappy's- 349/333 lyannough Road, Hyannis, MA Map 328 Pcl 68&69 Hi Dan, Based on the info supplied, I see no problems with proceeding. Paul From: Daniel A. Ojala PE, PLS [mailto:downcape(a)downcape.com] Sent: Friday, February 3, 2017 11:51 AM To: Roma, Paul Cc: 'Kevin Walsh' Subject: Kappy's- 349/333 Iyannough Road, Hyannis, MA Map 328 Pcl 68&69 Hi, Paul: Kappy's contractor Hirsh Construction said your office requested a modified site plan showing the vestibule and the new trash compactor location. The modifications to landscape and lot coverage are minor, added only 625 sf of impervious area, still way under the predevelopment coverage. I moved the tree displaced by the compactor to a new island adjacent the compactor, which has fenced and vegetative screening. Hopefully you can administratively approve these minor tweaks,they are hopeful to pour the pad and open soon. There is still another vacant space on the West side of the building which you could hold'occupancy on if there are any loose ends, but the site is looking pretty good. (does need parking striping, directional signs and arrows added and HCP signs prior to occupancy). I would be glad to meet and go over plans if helpful. Thanks! Daniel A. Ojala PE, PLS down cape engineering,inc. 939 Main St.Yarmouthport, MA' 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.com This Electronic Message contains information from the engineering firm of down cape engineering, inc., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. :1 Town of Barnstable Ft 200 Main Street,Hyannis,Massachusetts 02601 BARNSTABM Growth Management Department JoAnne Buntich,Director s63p. ♦� 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4679 Fax(508)862-4725 www.town.bamstable.ma.us July 6, 2010 Impulse, LLC Mr. Stuart Bornstein 297 North Street Hyannis, MA 02601 Reference: Impulse,LLC Map 328,Parcel 069 & 068 333-349 Iyannough Road,Hyannis,MA Proposal: Reduction of existing total building footprint of 57,000 s.f. t6'37;000 s E e 30,000 s.f. to be used for specialty retail tenant(grocery or thrift store) and a 5,000 -7,000 s.f. portion for religious services on Sundays. Dear Mr. Bornstein: Please be advised that subsequent to the Formal Site Plan Review meeting held June 24,2010, the above proposal was found to be approvable subject to the following: • Approval is based upon revised plans prepared for Impulse, LLC "#349 & 333 Iyannough Road in Hyannis,MA" consisting of 4 sheets: Existing Conditions, Layout .a. & Landscape, Utilities/Grading, Detail all dated April 26, 2010 with final revision to each June 22,2010, Scale 1"=20',prepared by Down Cape Engineering Inc., Yarmouthport, MA. • The recording of a 5 ft. sidewalk easement to the Commonwealth of Massachusetts along Route 28. • Landscape plan must be revised to reflect the presence of the sidewalk. • Construction of sidewalk with granite curbing is to be completed in coordination with improvements to Route 28. • The Committee has strongly recommended dumpster location be moved to the front of the building away,from abutting residential neighborhood. y 3• • Hyannis Fire Department encourages the maintenance of the existing northwestern most driveway into the site from Route 28 in order to maintain their access to the existing fire department connection and hydrant located at the north side of the building. • Sprinkler system upgrade may be required by the fire department for assembly use (church). • Approval of Fire Protection Summary dated 4-13-09 by the Hyannis Fire Department for proposed use. • The filing and approval of a photometric plan is required prior to the.issuance of a building permit. • Provision of a parking schedule that is approvable for proposed uses (low usage)will be required. 6 • Redevelopment and use of property as proposed requires the granting of a special permit from the Planning Board for relief, as needed, for a retail use that will increase vehicle trips per day; reduction of parking;parking at the front of building; required setback and buffer reductions; lot coverage; and reuse of curb cut on Route 28. • If Planning Board does grant relief for parking at the front of the building, the five parking spaces located at the northwest corner of the property (in parking lot"A")must be eliminated and area landscaped. It is suggested that remaining spaces are to be dedicated for employee parking only with signage as such. • A professional traffic study had been requested by the site plan review committee and could be necessary for Planning Board determination of relief needed. • Visual triangle at corner of Spring Street and Iyannough Road must kept clear of anything more than 3 ft in height. Also, site triangle at curb cut onto site from Spring , Street must be maintained. • Access driveway from Spring Street must be narrowed to 24 ft. at the property line with Hyannis FD turn radius confirmed and depicted on the plan. • Sign at the front of property appears to be in proposed sidewalk area and must be moved onto property. • The filing of a revised plan which depicts suggested site plan revisions, as well as revisions requested by the Planning Board is required prior to the issuance of a building permit. • Applicant must obtain all other applicable permits, licenses and approvals required, including.but not limited, Growth Management approval for compliance with the Design Infrastructure Plan. . • 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 insubstantial compliance with the approved site plan(Zoning Section 240-104 (G.). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen A Swiniarski Site Plan Review/Regulatory Review Coordinator . CC: Tom Perry,Building Commissioner Dan Ojula,Down Cape Engineering SPR file Planning Board SP 2010-01 file Daniel A. Ojala PE, PLS From: Daniel A. Ojala PE, PLS <downcape@downcape.com> Sent: Friday, February 03, 2017 11:51 AM To: Roma, Paul Cc: 'Kevi Wa-lshi' Subject: Kappy's- 349/333 lyannough Road, Hyannis, MA Map 328 Pcl 68&69 Attachments: 16-246 04-324 LANDSCAPE PLAN rev 2-2-17.pdf; 16-246 04-324 UTILITIES GRADING rev 2-2-17.pdf; Kappys A6 (002) COMPACTOR.pdf Hi, Paul: Kappy's contractor Hirsh Construction said your office requested a modified site plan showing the vestibule and the new trash compactor location. The modifications to landscape and lot coverage are minor, added only 625 sf of impervious area,still way under the predevelopment coverage. I moved the tree displaced by the compactor to a new island adjacent the compactor,which has fenced and vegetative screening. Hopefully you can administratively approve these minor tweaks,they are hopeful to pour the pad and open soon. There is still another vacant space on the West side of the building which you could hold occupancy on if there are any loose ends, but the site is looking pretty good. (does need parking striping, directional signs and arrows added and HCP signs prior to occupancy). I would be glad to meet and go over plans if helpful. Thanks! Daniel A. Ojala PE, PLS down cape engineering,inc. 939 Main St.Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.com This Electronic Message contains information from the engineering firm of down cape engineering, inc., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. 1 NOTES' t 1NE LOCATKNI OF E%S1WG UNDENARaxD UnDREs PLMnNG--LE f -V WI llON PLM S APPROIIY TF.PPoOR ro ANY �/ EFCA Y ON a+lWs .RE.ME Ex N.TIO Cp1Tn10 STALL ANE DIF nEWIPED 12 NOUIi NOTi— ro MG - (1-aB&JH-T3JJ)AND ANY On1ER UTNl1E5 - r V MAY NAVE AREA F PIPE On EWIPYE LOIN THE \ Nv \ Cp1S1RUCTNXNMEA POR vEX2RUT1u1 a LaunlKs d. A L ALL YECNAMICRS ro aE n00i MOIMIm AND saEwm EncM NEW sa DEruE slErr Fan anew \ \ vim`` `�>• !d 2 A 10 y �► \\ ?g\\�ldp�\.` o �[WDfz awAVF¢xIMY R LOCUS MAP AJf\ a]AREA:im—s zwu A. h�Cy\ 'r! \ / AssEsaRs uw us PAncn ae a es O F LOBS IS M1NIN aEMA iU)[O ZONE c AS 9101R1 ON—UNITY PANEL R%I)OI OOOC DATED ® oo RaP \ LJ\\ \\ n OWNER OF RECORD ® W `� `w>4j'i \ Pn°RaaP\ IMPULSE,DL \ ��` rs�uo4Ui°mawwrt aR NpY]AR TREET u�0 ® p0 y � as r \\ \\ I �'""°«R, m a�'m r oua REFERENCES RR01a'm"^'"" DEED eoDN 121*v�¢its PUN IIOOV w PACE JS PUN BOOK 37 PAGE T SEE GwwAL NOTES ON—SNEET(NOTES APPLY TO R \` �• '� � 7� � LOT COVERAGE ZONING SUMMARY mv.--W-G mvwAGE,m.e: S a s 11NG PAVDAOT COVIDIAGE<1.8% IT ` \.ZONING OI5IRICF NG HYANNIS GATEWAY DISTRICT roTAL MVNG IMPERNOLIS COVERAGE:e}as DnpT 000 D PRO2N E%15IDlC NATURAL STATE N/A PRENOUSLY pEVFLOPEO ,* IN.LOT. ea000 SF. 100.2a8 S.F. 4TE w YIK LOT wp1TACE SO 806' / y w w YIN.ME SETRAtM 07 11a' rnGvosED BULaNc oOLERAa::s..s>9/to0zee-Ja.Jax °'19+*9 YIN STOE sTeAa 20• ae•Darr. vaavosm vAraIENT meTRACE:Aa.Jw/1aolm-asasa / 2•. w , YI REM SETBACK 15' N/A COn.LOT O a w# MAX roTAL PROPOSED IYPw $COLEnAm C193S ,LLII,� BMIOING NEIGNT e0• IST NDGNT J STpilES &.STORIES <8}AT EMSRN4 aK _ MAX LOT A R-OE BOX a4e.K(9a°s E051) oon AREA RAnD ae aJa - - Y[) IS LOu1FO Wn11N DaG WR YE3111EM . 11)/^_ .�L. %MTEGnaN a"flBAr DIST OPEII SPACE 17.117 ST D.Iti (DIST,a.ex� ILPERVIMS LOT WV. aJ.071 S MWZ(EXIST.914%) i ww I YUNIDPN,SEWER I-INECTKri IS ExISnNG - 6� ; LAYOUT & LANDSCAPE PLAN OF LAND AT #349 & #333 IYANNOUGH ROAD' ° I PARKNG SPACES ARKNQ N (/ BURItEaWNGY 1 M EE P NNGEO HYANNIS (BARNSTABLE), MA \ - I PIi (SHOPPING CART LURRAL NOT URUZED) vaEPMro F7JR K =�_ —• ��� " °p'A2 A b'aM _ .,/ SEE TRARIC MEMO DATED 9-17-M10 4 IMPULSE, LLC DATE26-2010 �seNF °'T - A`�`1pR1I A-4p - SCWN1�3fY REVISED: 4-201 010(SPR COMMENTS) _ wn .��' �LOAM•c # •� 'f ® REVISED:5-26-20f0(ADD'L SPR COMMENT) lvamr REVISED 8-22-2010(ADD'L SPR COMMENTS) REVSE- 7-21-2010(SCREENING) ENT ns Mmoc9sMARa'�I s•9ui ^ e A «eNrn F "., REVISED:728-2010(PER PB COMM ) a Tm x 1 s'nP..-nN e- r E +""'-'-= - f� wroOSI - REVISED:e-13-2010 LOADING DOCK REVISED:8-1]-20f0(REDUCED FOOTPRIN(1 PmAP m a« REVISED:5-23-11 (MHWV REQUIREMENT,RIM CRADE51, ° E� •^M ^ °•K'eA'> y - REVISED:7-27-11 (CLARIFY GRADING.MNWI COMMENTS) �Obgl p mo,Vv eu RaI r Rr u*Knr z _d REVISED:2-2-17(VESTIBULE.MOVE COMPACTOR.SIDEWALK) aONi .PmaP a A= en soe-x]-• 1 ea� a,. <ne RN I 4117 1,.�e s- SHEET 1 OF 5 yW� w°P n� a+��7°�° _+�• down cope enginee�in - °® r _ ` �L . _ _ Z-Z-jqT C/NL fNC/N£ERS 1 - OMtlF1 4 O.NU 0.5 K h [AND SUR of YORS-� •y4 OeOUI( X —, I 1 Nwxurt ) ; 9J9 Mbin S.—t - YARMOUTHPORT MASS Orj L--X^' Town of Barnstable Ffv%P,,,-s - Ste^'`' Building '. . • r i I'' ' heS reef.... A roued;;PlansMust be Retained on Job andth�s Card Must beKe t� , # PostThis Card So That�t is Y s b e From t pp pz ttf Posted Unt�lFinal;ins ecti.onHas Been Made . ° 215 16w '.�X�, �«. Ff k l Where�a.;C;ertificate of O.ccu anc, ,:is.Re u�red-,such Bu�ldm ;shall iVo#;be Occu ietl until a Final Ins ection has Been �e� l _.v.'.,: '.: Permit No." . B-16-2073 Applicant Name: Dan Scibisz Approvals ' Date Issued: 09/09/2016 Current Use: .:-, Structure Permit Type: Building-Addition/Alteration-Commercial Expiration'Date: 03/09/2017 Foundation:(:& �G1 j� Location: 333 IYANNOUGH ROAD/RTE 28,.HYANNIS Map/Lot 328-068 Zoning District: HG Sheathing: I Owner on Record: GLADSTONE LLC Contractor Name: DANIEL W SCIBISZ Framing: .. � Address: 297 NORTH STREET % M Cont actor License CS-002826 2 HYANNIS, MA 02601 Est Project Cost: $623,000.00 Chimney: Description: Interior Renovations of an existing shells ace for Retajl Store h 3- p g p P.ermitFee: $5,769.30 Insulation: including Partitions and Soffits, Drywall, Millwork,Electrical, Plumbing, D �yl`1/l-2 HVAC,and modifications to the Fire Alarm and Fire Sprinkler systems. .Fee Paid: $5,769.30 F►nal. mpsterpadestbl wdExterior renovations include new entry v Date: 9/9/2016 and loading dock door. ' ; „L Plumbing/Gas ProJect Review Req: Interior Renovations of an existing shell space for Befall Store Rough Plumbing: including Partitions and Soffits, Drywall, Millwork, Electrical,; Plumbing, HVAC,and modifications to the Fire Alarm and Fire,. "'Building Official Final Plumbing: Sprinkler systems. Exterior renovations inude new entry , e Rough Gas: cl vestibule, new dumpster pad and loading tk,door: i s This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz-months after-i issuance.. Final Gas: All work authorized by this permit shall conform to the approved application;and thetapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and st uctures:shall ,e;in compliance".with theaocal zonir gPby WWs:and codes. Electrical This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for 06bli6 inspection for the entire duration of the work until the completion of the same. g Service: The Certificate of occupancy will not be issued until all applicable signatures b the,Buildrn and Fire Officials are rovided on this permit. Rough: P Y PP g Y g . . P P Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,_separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department Final: "Persons contracting with unregistered contractors do not,have access to the guaranty fund" (as set forth in MGL c.142A). Commonwealth of Massachusetts Sheet Metal Permit Map3o_Parcel Date: Estimated Job Cost: $ V 9) NOV 22 2016 Permit Fee: Plans Submitted: YES No TOWN OF B A 9�PIa'�q Hewed: YES NO Business License# '1_4� Applicant License#_ 13q, Business Information: Property Owner/Job Location Information: Name: e P'� Name: VAVQI5L--0 TY Street: Nd� ' "�"'� J'f Street: 3 33unno� �Zc�2 City/Town: l Cd y D�33 V City/Town: Ht abn Telephone: ,�;O� -45-Q�Z3 I Telephone: CD 1 U I ► 7 Photo I.D. required/Copy of Photo I.D. attached: YES,� NO Z C'e Staff Initial J-1/M-1-unrestricted license E J-2[M-2-restricted to dwellings 3-storie8 or less and commercial up to 10,000 sq. ft./2-stories or less ` f Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail 'v1 Industrial Educational Fire Dept.Approv 1 Institutional_ Other Square Footage: under 10,000 sq. ft.Z over 10,000 sq. ft. Number of Stories: Sheet metal 7�_� be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes Na ❑ If you have checked YS&indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ if 1 t OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. i l Check One Only ! Owner ❑ Agent ❑ 1 { Signature of Owner or Owner's Agent � f t i By checking this box0,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be I in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. 3 Duct inspection required prior to insulation installation:YES NO S f Progress LnsRegfions I 1 Date Comments F iI • i Final hsRection Date Comments i i I i Type of License: 3y ❑Master title ❑Master-Restricted _ t 'ity/rown ❑Joumeyperson ignature of Licensee 3ermit# � € ❑Journeyperson-Restricted License Number. -ee$ Check at www.mas�„gorrldnl q nspector Signature of Permit Approval i i i Town of Barnstable Regulatory Services M RQ Thomas F.Geiler,Director bsa a•�` Building Division Tom Perry,Building Commissioner .200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A wilder I, �� —� �� �✓ �� ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit: 6 (Address of ) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of pplicant 6IW4--T- 4L�0� ainP Name Print Name Dat Q:FORM&OWNERFERMISSIONFOOLS The Commonwealth ofMasstachusetis I UVDepartment of Industrial Accidents Office of lnvestdgatdons 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Pluxubers Annlicant Information Please Print Legibly Name(Business omnizetion/individug): L. Address: ter n ��- City/State/Zip: ��� I y Vi- �� V Phone_ #: Are you an employer?Chet the appropriate bog: Type of project(required):. 1.LI I am a employer with ❑ I am a general contractor and I . employees(full and/or part-time).' . have hired the stab-contractors 6. []New construction . 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Phimbing repairs or additions thyself [No workers'comp. right of exemption per MGL 12 arts insurance required.]t .c. 152,§1(4),and we have no ❑ f repairs L employees. [No workers' 13.D'bthhw �`t� . comp.insurance required] *Any applicant that cbecks box#1 moist also fill out the section below showing their workers'compensation policy information. t Homeowners who submit ibis affidavit indicating they are doing all work and linen hire outside contractors must submit anew affidavit indicating such. YCont actors that check this box mist attached as additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors bave employees,they must provide their worms'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: U(�-tjEjj?q a qq �. . I �' Policy#or Self-ins.Lie.# W Expiration Date(1! .!� 'I Job Site Address: JJ City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP'WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the gginsand penalties of perju that the information provided above is true and correct. Si afore: Date: I I Phone Offccial use only. Do not write in this area,to be completed by crty or town official City or Town: Permit/License# .Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: j !i - f COMMONWEALTH OF MASSACHUSETTS v COMMONWEALTH OF MASSACHUSETTS , o COMMONWEALTH OF MASSACHUSETTS r"Em romo IN;to] o r o e - - o oMrOMM MEr o o • - o o - , BOARD OF BOARD OF BOARD OF PLUMBERS AND GASFITTERS PLUMBERS AND GASFITTERS SHEET METAL WORKERS I ISSUES THE FOLLOWING`LICENSE ISSUES THE FOLLOWING LICENSE AS A i w. ISSUES THE FOLLOWING LICENSE AS A .Q I LICENSED AS A MASTER GASFITTER`i.,�' ? UCE.NSED APPRENTICE PLUMBER "' r MASTER-UNRESTRICTED JOSEPH A PAPASODERO (� JOSEPH A PAPASODERO ' c, JOSEPH A.PAPASODERO" 77 OPAL AVE . LANE I ` w 77 OPAL AVE 1 1:. I . : 77 OPA i M #' I 1 MIDDLEBORO;MA 02346-3057. z MIDDLEBORO,MA 02346-3057 , z f .`-}1 z MIDDLEBORO,MA 02346. �� 3864 05/01l2018 . ; 27450 26236 05/01/2018- 27446 395 1012812017 2334 COMMONWEALTH OF MASSACHUSETTS, '.COMMONWEALTH OF MASSACHUSETTS Mrs] e • - e e ' Commonwealth of Massachusetts �: r a o o e A BOARD OF BOARD OF Department of Public Safety PLUMBERS AND GASFITTERS SHEET-METAL WORKERS f Refri�!eration 'Technician ' ISSUES THE FOLLOWING LICENSE ASA f ISSUES THE FOLLOWING LICENSE AS A W License: RT-013094 . m LICENSED JOURNEYMAN GASFITTER"- F `���� r f,f 4 BUSINESS r JOSEPH PAPASOARO-`� JOSEPH A PAPASODERO. ! . �. ;:` r J.OSEPH A.PAPASODERO t rr a- 77 OPAL AVE 77 OPAL AVE JO .t MAJCC AIR INC Y i t ti MIDDLEBORO`MA 46 MIDDLEBORO;MA 02346-3057. �,,. Iz 77 OPAL AVENUE ; g _`; ;W MIDDLEBORO,MA 02346 ' Expiration: { 4046 05/01/2018 27448 f Commissioner 378 05/12/2017 266 E 10/07/2016 v: COMMONWEALTH OF MASSACHUSETTS Commonwealth of Massachusetts COMMONWEALTH OF MASSACHUSEM-I r o 0 o e a Department of Public Safety r o o • - s o BOARD OF SH BOARD OF License: BU-03197g ET : ETAL WORKERS.-. I E M E PLUMBERS AND GASFITTERS Oil Burner Technician Certificate ISSUES THE FOLLOWING L f CENSE ' ISSUES THE FOLLOWING LICENSE 1W . ,, ,E, f, • AS AN INSTRUCTOR REGISTERED AS A GAS CORPORATIONp;r,�` '� ` JOSEPHPAPASODERO z �� • / +•' :a f ' 77 OPAL AVE •� JOSEPH A PAPASODERO JOSEPH A PAPASODERO 2'' �- MIDDLEBORO MA 02346 MAJIC AIR INC. + az 77 OPAL AVENUE 77 OPAL ,AVE n MIDDLEBOROUGH,MA 62346 n k ' r"'jzCK C Expiration: MIDDLEBORO MA 02346-3057 i y 168 05101/2018 : 27445 1 Commissioner 10/0712017 1361j . I O/28/16 315602 AC40RVCERTIFICATE OF LIABILITY INSURANCE 3A16 2016 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 NT NAMEACT Boynton Insurance Boynton Insurance Agency PHONE (781)449-6786 FAXJAJC,No Fxtl- WC,No):(781)449-4269 72 River Park Street EMAILADDRESS.certificates@boyntonins.com INSURERS AFFORDING COVERAGE NAIC# Needham MA 02494 INSURER A:Harle sville Preferred Ins Co 35696 INSURED INSURER B:Harle sville Worcester Ins Co. 26182 Maj is Air Inc. INSURER C:Wesco Insurance Company 36 North Main Street INSURER D: INSURER E: Carver MA 02330 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1452309218 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. r TYPE OF INSURANCE D UB POLICY EFF POLICY EXP LIMITS POLICY NUMBER MM/DD MM D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 XCOMMERCIAL GENERAL LIABILITY PREMISES Ea o DAMAGE TO RENT ence $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 PP000000S0362M 3/11/201603/11/2017 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED a akBI deDtSINGLE LIMIT 11 00,000 A ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED 00000059886S 2/01/2016 02/01/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE CMB00000094257Q 5/16/2015 05/16/2016 AGGREGATE $ 5,000,000 14 DED RETENTION $ WORKERS COMPENSATION X WC STATU• OTH- AND EMPLOYERS'LIABILITY TORYLIYITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN C3189649 03/15/2016 03/15/2017 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? a N I A (r (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1 000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) For evidence of insurance only CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN For Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE S Denneno CISR/JPM ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r9ninnsi ni Thu Arnon name anAl Inn^mru runiefururi marlrc^f Arnon Town of Barnstable CF THE TQ� Regulatory Services Richard V. Scali,Director BARNSTABLE. ; Building Division BARNSTABLE 16 9. �m�' Thomas Perry, CBO M 39 5 nwsroxs w-C csmmue+ma*eunsrae� isa9-iota prED1AP�p Building Commissioner 200 Main Street, Hyannis, MA 02601 , www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 November 30, 2015 RE: 333-349 lyannough Road, Hyannis To Whom It May Concern, In regards to the building located at 333-349 lyannough Road, Site Plan Review had previously approved this project under SPR#012-10 with an approval letter dated July 6, 2010, and a Special Permit was granted by the Planning Board on August 23, 2010. This proposed use of a retail liquor store meets the use condition of the Special Permit. Respectfully; �ie-� T as erry, CBO Building Commissioner Rom- a, Paul From: Parsons, Roger Sent: Thursday, April 6, 2017 7:55 AM To: Roma, Paul Cc: Jenkins, Elizabeth Subject: Kappy's Fine Wine -Spring Street, Hyannis Attachments: Message from "RNP0026739C7776" Good Morning Paul—I have been asked to inspect the construction of a sidewalk associated with the redevelopment of above (Map 328-Lot 068). 1 find that the sidewalk meets the requirements of 521 CMR 22.00:22.2 (Massachusetts Architectural Access Board)wherein the minimum width is 48 inches.The sidewalk in question has been constructed to provide an unobstructed passage in excess of the 36 inches minimum at a telephone pole.The Town's Subdivision Regulations(typical section attached) also allow 48 inch sidewalks and the remainder of Spring Street sidewalks (existing) are generally 48 inches wide. Notwithstanding,the minor asphalt damage on the recently constructed sidewalk should be repaired. Please contact me with any questions. Regards,Roger k r. 1 PI-sojin f P �r R"(k Town of Barnstable oFIKE'w�, 200 Main Street,Hyannis,Massachusetts 02601 _ 9&tRN M Growth Management Department JoAnne Buntich,Director 16g9. .� �FDN1a 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)8624679 Fax(508)862-4725 www.town.barnstable.maxs July 6,2010 Impulse, LLC Mr. Stuart Bornstein 297 North Street Hyannis,MA 02601 Reference: Impulse,LLC Map 328,Parcel 069 & 068 333-349 Iyannough Road,Hyannis,MA Proposal: Reduction of existing total building footprint of 57,000 s.f. to 37,000 s.f. 30,000 s.f.to be used for specialty retail tenant(grocery or thrift store) and a 5,000 - 7,000 s.f. portion for religious services on Sundays. Dear Mr. Bornstein: Please be advised that subsequent to the Formal Site Plan Review meeting held June 24, 2010, the above proposal was found to be approvable subject to the following: • Approval is based upon revised plans prepared for Impulse,LLC"#349 & 333 Iyannough Road in Hyannis, MA"consisting of 4 sheets: Existing Conditions, Layout & Landscape, Utilities/Grading, Detail all dated April 26, 2010 with final revision to each June 22,2010, Scale 1"=20',prepared by Down Cape Engineering Inc., Yarmouthport, MA. • The recording of a 5 ft. sidewalk easement to the Commonwealth of Massachusetts along Route 28. • Landscape plan must be revised to reflect the presence of the sidewalk. • Construction of sidewalk with granite curbing is to be completed in coordination with improvements to Route 28. • The Committee has strongly recommended dumpster location be moved to the front of the building away from abutting residential neighborhood.. • I • Hyannis Fire Department encourages the maintenance of the existing northwestern most driveway into the site from Route 28 in order to maintain their access to the existing fire department connection and hydrant located at the north side of the building. • Sprinkler system upgrade may be required by the fire department for assembly use (church). • Approval of Fire Protection Summary dated 4-13-09 by the Hyannis Fire Department for proposed use. 0-11"!i'm The filing and approval of a photometric plan is required prior to the issuance of a building permit. • Provision of a parking schedule that is approvable for proposed uses (low usage)will be required. • Redevelopment and use of property as proposed requires the granting.of a special permit from the Planning Board for relief, as needed, for a-retail use that will increase vehicle trips per day;reduction of parking;parking at the front of building; required setback and buffer reductions; lot coverage; and reuse of curb cut on Route 28. . • If Planning Board does grant relief for parking at the front of the building,the five parking spaces located at the northwest corner of the property(in parking lot"A")must be eliminated and area landscaped. It is suggested that remaining spaces are to be dedicated for employee parking only with signage as such. • A professional traffic study had been requested by the site plan review committee and could be necessary for Planning Board determination of relief needed. • Visual triangle at corner of Spring Street and Iyannough Road must kept clear of anything more than 3 ft in height. Also, site triangle at curb cut onto site from Spring Street must be maintained. • Access driveway from Spring Street must be narrowed to 24 ft. at the property line with Hyannis FD turn radius confirmed and depicted on the plan. • Sign at the front of property appears to be in proposed sidewalk area and must be moved onto property. The filing of a revised plan which depicts suggested site plan revisions, as well as revisions requested by the Planning Board is required prior to the issuance of a building permit. • Applicant must obtain all other applicable permits, licenses and approvals required, including.but not limited, Growth Management approval for cornplia ce with the Design Infrastructure Plan. • 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 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen A Swiniarski Site Plan Review/Regulatory Review Coordinator CC: Tom Perry,Building Commissioner Dan Ojula,Down Cape Engineering SPR file Planning Board SP 2010 O1 file j �y b ` S i♦ S ' Y i f 4, ir 7.6 4-V 01 nlik OA nk 4 a'_ Wr 7-TV'4V 4 4 IV z4IX �•l 4. -w;_ Pic �Sl Pik, " 44AMM•.-s, � ' '� \� 9.1'.<°yi• 1 4' •i."'--N ".3 <s'i r sc'. L . I5"iR7M N Oxp 41 NO ,1'k ��•�'°i������C.n714" '71�411 J «'+x _1,.'_.'. LU Lt`+• �/o�� __j V elf Icc cc L + :7. 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" 'ar C -r,' ✓ -.F �' y.:,'.�'i n n' �:...+.... _r.; ��,+� ,};,�, iv..3t�s-. -V �}. ei"c'�k.`La.,a e • '� "a:FYRid' -'..te`V.•'$'�.#k���TY. :b4f4...<tia.'�V,�'�'.�+�'� -� �2v>�S1'9w•i"L £�� a" P� r�„ W'..^rt.r ;2:ixa '#}'.ifer..Stn R O.jqur:N%k�`r.:�."k.':6w..4.3N'z. £�i.., �A�,_.a"^.6..r`Y^,u.�-,. ..,.�.t.,..,.-.< t,.,.'. 1.` ,./ .�a' y pp V sd^. Gin I� �tc A:xICI F*-O -7 Tom of sa stAlie Planrdit I ard: SpeeJ Permit 2010.01 triapul�;, tL� Sunimarr� °Granted with Cb nditi ns Pef tics e, 'Impute,C.t.0 Ppoperly Address; 333-349 lyann h Rmd tloute 28}.H*n.6 AsIsemes MaplParc eb. Map::328 ParcAs W&069 Deed Pdemncec Book 19132 l e 219; Ming; Hyannis Gattway Zoning Distrk,WAlhead.PwWdion Oveitay Oisirict Background and SpecW Perad wW Relief Reviesteda In,Spedal Pelt quest zblil l�r � ,te app.li existing st o t �i . . an tle a nin ato»aring 3 478 square fbabuilding for speri i#ty retail tzse. Related site;wading;4wt* t in&Ii6ting and landsc anx rou nn nt an»pmp, The laropeq is a 2-34cre site addremel 1337349 lyar rit ugb Road( ate 26),Hyannis,MA,sbawn onAssess `s Map 328 as Parcels 068 and 669. It is in tht Hyannis Gateway Z6nirig.Disirict and Wellhead Protedlon C YM4 tli5t CL SpI Permits auk - mgeti�i is request as frivs: (1) Sectoo 240- 4.I> )(3)[(x a rdail a tW will hi crease vehick trips pet day. and/�'i�i�e�se pe haur vehicle o*per day; (2) Section 740-56 Oif*'4 t Paddn9 Or cdon 240=24-10WHO.for'a mducrion in the required orvsue Parkin (3).Section 240-24.�,8f for relief the required Minimum hart yard setback,frora yao landscape sAadc,parking at tht"fa of The buildin&ctoop In usi that incases vt ide trips. on Rte.28,ar t rense of exlOing ass from Fae.28,. r t4S 55000o 240-24:1.10 fora rWuc t',vn in land po buffer betweeo park'u area and bvildirr&and liuldscape s4adc karn residential propedy; Section 240F35(0)to feWn exit nonconfoFinity in lot Cover4e a' e I'Head Protedon O*rlay Di ':"t;. , Plans were subrnww pi nt s ae rin tlse existing w.n *t ors the proposed builtiiM:P2� %axeas,I ndscap ,U&M&*W associwd site improvements.:The ,tat pWn cxansadc d and. ed on by the turd is dated.Augustl 1 201 tt The plan proses a 4,47 square of ►ul it g dap ing ama fo($2+ hides. A li'ratfic Information Merao,did August 17; 2010,WM.submitted by&e applicant and.provid parking demand and trip:: dwa for tI proposed sperialtyrodil uses. ifs# 2: �f Procedural &Hearing summary: the special permit nMufst was€leyd on June 23,201 , A public hearing Wofq the PWVning Board was tfuly advertised and Mice sent to all abutters in aocdance w'i MOL Chapter 40A. The public haeajing was n ned orr July 12,2010 and Cont ued to fuly� ,2�1t3,�wgust�,2t�7i},attrl�4ugtjsE 23 2{itq: At the M909 23,2010 ring,the Planning Board vbW to dose the, public hearing mid to gr specw. Permit 2010,01.;grhject-to the f i ndinSs and canditiors stated herein. Ptannisng$pard Lan&MatE"Teague;Ukid.Munseil Felicia 1PMn Paul Carley,and Patrick Princi vioted unanimously to. grant the pemiitwith conditions. 7 be final proposal bed the 40ard Was;to Artilo*h&w.ftn:11,tIC0 square fat and 1%72 t sgvarit<k th redeveloped_boilding'for sp ialty Mail use and. ee n 15, 1 sgrjau°e�-'et and 23, 78 square feet tr-tr act stoop or:.tatage for the tannrnws p final use, A of 82:oh-sile Ong spaces were proposed to wive the d opn*nt, W.Stuart Bornstein and Mr..Daniel Ojala,KE..rtpr oted impulse,UC.btfote the amid. r.Stuart l a in,applicant,addressed the boxO,sty that the Property has been before the ngboard twice before:tine Bob's Vomiture py4ml and the Nihon Cam fan prowl,bath of which for dift r t weasons Wert,not realized. Ho meted the mania objective is to yip ode tha ueighbod+ood by.IMPM irsg the building and site. Thepo l is to riz moMsh A T tety 20,000 square by elinilnatt n the building on the comer of Spring$t a l te:,2a and replacing d�A ram garden,foul n,gin spade and a itialoi ling, The rear 4 the largei bvilding gill also be alirr:ina�i d, T�applicant is a.ko proposing to deiriolish tare front of the buitdtng,thrieby inaeasihS dw id back(own iRoute 28. The apphcantpwpixed two.scenadosfor use of the properly. The.ftrAtermt,propme4br thtaMikint was A.national�chahr thfi#t shoji u4lici wbpid utilize.110000 squa feet of Otaii floor spa(*and.13,478 ;fie fed Of or$UM296 wam. According to the licant,95 pexoent of the thrift ship°s ,s+mess is sailing tiothig. The e4imated traffic gerated.frflrr►the thrift fore use,lased�actual rhan trio slap tlat<t,is 2,079 transactions Pam'week at the most,moth most customers cowing 2 to 3 per v&ai e. With propns hours tmn 1 t a.rn tts .0m.arA azurrting only 1 perYmPdrcar,(h4VAr4estobe,30 r4,par:hnur: The second tenant.pr ised isa superb chain t1latsellsIAM ems only;and that has Stui*6&Tjim per wtek and One milk delivery;.per Clay- Time estimated Oaffie generwedfirorn.4he use was calculated using dual data from a superette chain using 20-25,00}square feet and.stoddn 2,E30?it nc► which avers 3,795 t=aeons per week Cow ►tiiona€g storm stet ,000 ids. F In con, nd' with the proposed super ust,d,e a pl can initiatty proposed a rdig assert" us+e for 6,0(I0 square�of ire. ull�dip&boat withdrew tfre from terns r on after discros n byr Braid regardizrg cmAkti a hours csf�ratit and ttcir matitl between the r 19M ai~serribiy rail u o it�se: lticrrnly pm a tool.rental or rttss saps aim to campy 5rtr21 sure few cif the Wilding in a sec6nd t r rt spate;the strperette would then OCCU +14, of tettail floor"CO,8;000 s .it:Of.1tee7orl toras-C space and the j rnainirig 7,021 sguar+e.test would i, the o r oar*s watOwow. Batt Ojalaof Down Cade Engintt�r xig presented tho size plan to the Planning Ott d. Tire slap is hi a b*. ik,a ref Roule 28 lAween the Ai"wry s td Willow Str+eO..: F#e noires'surmurAn b UsirVesses and. residential areas and the:airport on an aerial phvtagra. Existing conditions of the site 4 elf were noted, including ride cwb tarts,the exisring bijildinA the parking that lacks onto Sprung:$trees and.that is low very dose to ate 28 and k toading area to the front He sited aloe applicant.worlmd with the` Site plan bie r Ctamm tree a tensiv y. Theme ark propmd ralo Sattlens on the noth side,new 2 gain ate,,a sid6va k easexM(K_neWjWn 10perbent tenor pang lot 10�:;!�well as landscape buff _ The rtrar ce tb the building is ng.re,� l Signiftr ant t lot imptovemerds.:are pha sed, +Ch rrnao t—ang asked t a pheam.to ids Who the tenants would be. Jo Ann Killer ftit.06 steed:that.die Soartl needs to ktio w the usej because the ute,relates back to the try are patking stands,art#the use has beendescribed The Board discuswd parking require enls fo the side: j :s bed both propels we saecift retail: uses whi6 would r"Oht less prking;a The t iert�discussed the exposuie trt path ng t0 i�te 28 and: pang Suand the trn��t of die" d condit ton. The acaard recon rr rr �led tt,atr;tw t f the rive.spa at th`northwest comer of Olt sae,t6 eliminated:to t revert conflicts with vv�:hicles entering the 5iI@. Tlie l rt hiniirated". Pa n �o r att�ptc�iriS�i�at C#iat l tiion. A total of 82' Waiting 4CC5 WM p ruposed. DoW Member Penn slated it was important to evaluate the i pToved condition 4 the access to Route 28 to be able to grant rol.W ftom pa kio r uir tints d to sad*obi v 0(6E Glz to limit in egress to Koule 28. So�rd Memb T a stated it apmj that Parldns.mlWoo ho provided if c` ncliti4ns are t, A major#rnprovem for ttoft 8 etn8 mij.. +vh e-unsdelraffic,flows exit: Ewd Member Pena inquired about the traffic pattern on site and wgaesW that the entrances from Route 2.8``le antw in such a Way drat`no exit:tarn pl",gsical t=rnplished,as sig+a&can be ignored. Dan qj arts red t t e vngarm ati tver i t�a�»adiarr rlrl pt 3slbty bye tlw to geti people otd t4 Sung trec Kshwa hlstor%cally does riot pr er s pty an-g A ishn�t'h are din bemu when pile to bed the :they acxttall +muse aa�dents. t irman Lang inquired wh the plans are tr�r a 28.and seed that lrW it was to he a tljvided higtrway 1p l lit r Bur shod that the hlyarnnjs ass lirnpleti errWirsn Or6up is Wt.beginning ttr meet. tt seerns that.a 1c 6t lane glrv�rW WI 0 rt A. median is c�artsidet�.tsi�dam us,but thy►Irk net settled on a�ele�rred altemat a for the road my:: Ttie exact widths of the.exis ng and prcposc�curb�s w requested from the appli it. (low merrrber True Ated he thought including a s rid enter to the site r+ann Roche 28 may pr� A. satyr condition on A to 28, use t o.e rances utd alleviate* c d ng disrupts tram c.. Thy gMi d r+eq�rested perce ntages by which the :cuts woWd be red ed as it vas n+ecessairy to n Irate con lOmla with time net irerilertts of the GV_ Mr.Teague stated he did not think i curb cut cart can Route 29 would e'sa{e z good idea gives tl; cgtrratit�n of the site': The.Board di rssed ri di bed tr rc genera l Irorn the.rrYW uw;ori the site..jo.one filet'Buntich. point�sl out that the Design Ittl6strucate tfla t sutes.that analt�ma0we tm- Cenee uon sttudy may be tubm atzci a �;'by the l�lannlntrd grid be used mptive P> rh appropfiate All aft five dae4 rift meat ITE rettuirerrrents. applit rrt i nit d a Traft letorrrnation Demo volt itraremrtt a estirrid Pat on arrd traperrirrt►p illor tie ptd rises; Char;k.r ellatirs' 'the pv€rpos d:ir cs the iarralidate tmal ritetltods:ior calrula ng trrp t ration mere discussed, The appti t stud Cherie are no tTf cat otiee for the uses l ing t,r osed: Tire 'raf In ormatlan erno c0tains trip gyration swistics based on shnflar usfs:in other locations; board�l�felec-A Penn that people from the neighborhood seerned to have not,app, d ai the public hearing for his prod: P t3omstein stated that an abutting neighbor attended forml. b plan rennet and AAW questions,and made.r6commendaitionVAidh Wem fdo d. i Vie 2. 31 The Board.requeAed public , ter_fur Doherty, 7 Bio"Iro ki*,addres cf the Br ed. ter,Owherty Winded the site plan review maedn for this case- i�ie expmssed ern a bout the W-w6vn oft he durnpsw,whit-h isnear residential Property. His conwn is distzitt icte to neigh'bodwoo f. He�«d tdtumbes sneet sr v.Otal Mies a week a+d open have live music: If the tts.e is going to be�.superette,Fie stated there Would be rdrigee.,ration that would require outdoor con rtsinp units; aich also odvO noise. He did rrotsee these on the=pis. He statue ligl'�tirtg En the pkg lottrrould;be#s 1or lire nelghbchd, Ahr. itetty staeed'lhat this Omposawas not consis er t with tle+Mires of the Qr6oAh tnc at Zone. Sidewol�raquir rents r the site wem di�..w%ed by the Board. C irman Ray tang inquired if the; ccarrected platn shied t$��sidrtk and v►h 'l it•:r�pasc:d �lid. � ����a +jde sidewalk easement is are Mr.Bornstein's propeny.with the si$e lk to be crattstruttw i» coordirkati n with thi future.improverr►Ats of late 28. Berard Member Penn stud she Wa$wised t see a recorntrren ion a silk Route 20 for to a.Certificate'Of O xu cy,a>t there are nQ tither sidewalks* t and recomtr+udibr of saute 28 was piar�ted. "lam Soard confirmed that a 5(cat side-walk ewenleawas soft to dedit&ed al ag Route 28. Mrs..Perm, also d that die are exfst tag sib waik�ort Spring Stiver,,and a.regWMrraent for a sidewalk on Spring Street was appmpriate because'it would serve the residential neighborhood. Board Member Prins.inquired.if any grftn measures,,such as solar on the roof,are being proposed. W Borhstein.stated.thatAir itioning and bo ngwil be high ide.n era with white roofins. Bathrooms. will have dmble flush fixtures aired l g dng Will be energy eff nt Dab gAat stated that this prope al is a rein of the exiting steel and concreteand That as talc will be regroof and mused. The Board:quesirfOna enough vas b.eing done in the landscape buffer to.gwofett site midentiaEl rttlrEzon€i abutting the site Ctainraaitt tang rtt cfattfiiora from the applicantaau ilk pmposedrence. The apiplicant stated there will:be a.:—m fbt dtaio link fo6cA with slats on the loading dock and an eight foot rhain link fence with privacy slats a Ciade. 1 he applir�trrt meted nstall ott of the fence on tho fling dock,would protect existing tR"— 1 " The Board discussed the location of the proposed dumpster ardl the tom: pamr.aril the recommendations of the Ske Pan Review Committee to.relocate,theAumpster avray"fr rt re'swential pry Yhc hoard r d with.the aappliont.thit a f �;rould,enclose tip durnpster and,c orapactpr. 'The Boats d xvssr limiting the#tows trash car,lie pieked up top _ the neighbors Cream nil at uttrcasalale heirs; Bard A c Pa i l Crz rt i dls l�tsar oho retxtrd that his:f a r,Bike 1'rittcr,is an attorney with Wynt,.Z.Wynn,Hyannis and ti�i�fir his r sentiPd Mr.19nmst �s an mao' in tho.past r.Princi also ted for the mcoM dwz&he f lhlled.the r uirerner Ltd filed a��ratrtttra on Evidential ttevle v for his Wince at the Planning it oard erg of July 26 20.10 for So ul Perini 20 tl 1 lmptrlse,LLB art#it was sttl r ,ently accepted d si +r~d b�+ aimm Umg thereby eralify g r:Pdcr61to"sit on this ap ication. Boatel c"aw AXiurAell soled:that this propnsaf was a Soxf imp"e sent on a highly stretchtraveled of road.end recognizes the appluant is limited by what is already there~ Board MIember t utley,meted this re*olopme.:rnt would be a positive improvement,as the exis&g.site was " blighted, 4 ui tj,�. 12 ? P. .findings of W On August 23,2010,the rd aunaraimOusty rrrade the following fandingt of fWt:. 1, The Applicant in this pditicaai 15 trapu r t l.0 s cinj a;spedal Permit far the red �C� t am reuse of a 2.3-acre site,addre�333-349 t annou6'f :d(Route.28).M A!y ;,,i t4.. The prWerVy is shot on Assessofs Map 328 8s pa is 68 and fag. the�i�ln buildings orr the PrOPWty fatal 51,74 square fir in area. This pr+�peasy is ks ed in the H w Myamn s Catmvay Olstritt and the.WP.Wellhead Protectign Overlay C3istrict. ;2. no Applicant.is proposing'to dnanolish two exisfing structures lid on d*properly and to ra.,h itilate and rise the remaining 34,478 sq.ft,b�sHdirrg,to iradd I1�t',' W'10,718 sq- R.d speccatty veait use and 15,021 to 23,478 sq7 ft.of warehouse or here spy. 'flee Prop!�O[e r evelnpsraent iracltad P oB�fic3r 82 a hi send improvements to site dr�i�,utilities,tiira and lar�33r�pit�g. 3. To accomplish the plans for the reuse and site redevelopment,the Applicant ku requested a Special pwait('rare the Boud seat grant: ndief giant to the follo ing visions of dae Ors inanc*z + Sections 2 2a.1.8(8)(3)for a retail use that will ixiotease vehicle trips pet day and/or peak hour.uehicte trips per day;. + Section 2 56 Off afreel Parking ad/or Sedj 240-244,8(C")t2M.for a reduction in the i`e u�r f��ite a�rlr tog . c ions .l.1)( (fir mliefftorn the.requited front yard: dscaposetback, paM ;at the firm(of the Wid r ,cha6so in arse thikOncreasts lcld try on Rte. A arnd reuso,of Axistinga ss'from Me.28; Sedion 2 -24.1,J b Mr a reduction In lapdscae bier bet -parja ag area aim,d bui,ildiri and lafidscape tgflmd fn3m residential:p Section 2d#-35i0.to rvlaih etistirtg ru fertn�ty in#ot tz iagC: n a We11h+t Prrattort rl��i l�istt: 4. the forting Ordjn ante specifically autinorizes fFe Ptari�tring Boa t trap[relief the f art a$pedal rrnit pursuant to the sectim ed a��e to find' tharthe pra isA meiAs the rM*Rer a specified to the sWed sect om, conforms.to tho OOX'Al red it ments of SkAM 2 125 and dwoonstratrs consistency, With:the M.sign and Inhaorudure Alan and the of mare of the triteria listed in Settian 2 24.1.2 E Q f, 5 The Apple ,t has prop sect reuse of the redevelo*buiUng fw. 11,000 sq.ft.to 19,718 sq.R.of spedailty irewil spui(;and 15X1 to.23jj78 sq..ftofwarihousfY4orage spam acomor to the retail use(s) abdlor for the t nee(personal use. 6.. Phis for tlta prtiertt,tt<ive lea mv6ved by the Site Flan ReV C©rnmitlee and found.. to be appmable suinjfctto certain Cariditiohs as eXptgssed in the siw appprowl letw tiny 6,2tttt9,and the ltuilding ra�misi cis l rtn th .Flanning Bwrd to ed August 4, 2010,and sub et t to dsuarroe cif a.Special Petmit by this Berard,. 7. T1 siil�je two"" is lotted within the Hyanois Growth Incentive Zane(GIZ) an area e ft ly i kn ifaed for redevelopment and infill devek>pfnent in and ground dowotown "Waais. The tooted reuse,site re4eve-lownent and build'sng rehaMilation plants are. Co sit with tho objew'-wes of the G1Z and the Design Wed trafrastrvdure Ptak antd roresent corned private inmimmt along ule'A s n a ` S. The redevelopment plan proposes m�verrrents to curb cots along haute 28 aw povtdes a easement fbr a S-l't t sidewalk and a landscape:leer along the roadway. Alter the green space buffer narrows at times,the gall plan is a mbstantial impio em dyer that Which exists. 1 Proposed access tonfigumtion,landscape buSer on Route 28,and panting configuration shall provide for safe viehicuhr and pedestrian access,subject to ro giltance With=diti ns slated hemiin. 9. The proper rode�-.1opment 9 ni f lontly redeem the wA of adstingmb cysts on Route 28 ift a manner that inWore5 the flow of aAic %e sthtg site Wu des two curb cuts onto tiWe 28,62€eet and 157 feet.in mid a The ptoposed Ye0evelppmoent Includes two. drrmwar,'34.9feetand 3.14feet!"'wkith rneasured at the lot.line;the tirvirosed dui ys are 448k and narrower than the.eatisling tirrvr way openings. T p� d veways are also gged to be a tran rriy,fug rirttributing to the goal rsf unproved tMifsolvw o rk Rokfte 28. 10. The Applicant has..failimilWa.Traffic Information Memo vMMg ire Board,wid►alterna#ive trip gen Aon"sts"cs for the ivvo land use proposals. Acmrding to data contained sn the memo,the proposed land uses will generate between 60 and.83 vehicle.hips during the pew. hour. Based upon those numbers,the pruPosed arse of the prolperty does not mpresent a substantial moment to the neighborhood or tile gefteral public, 11. The Trade InfQOnAti'on Merrsn,deed Au uA 17,2010,subm tted by the applicant supports that the 82 parking spoors,provided are sumcierct for the parsed uses,based on data from similar uses. 12. Repreling the rrgrXest frrr partci rr relief,the 6owd findi that r 1aef+ca b.be:gr anW as tide proposed uses will.: a low number of vehicle trips,thus irnvalit sting the nonnai. me6ods of calculating eking requirements, 11 This proposal repents the rehabilitation and reusc of detei.iomong property that is vacant. and underutilized. 'The reuse of pan of the existing building prevents the red from fillcmp4iance.wi$,.todaYsxoni-Tigroqoirements, In all cases where.relief is Icing. requested,the Applicant his.imixOetl the nx sting condition and is bringing the property into greater confo rrrhy With the required setbaft lands m ifer Als,Weening,drainage, to#cmragei site circulation andpampgand ground valet pr(mcio n regul ow.. 14, The amiast has taken m ast7res'to Midi; .Potentia y:cletjimental effeds.to net laorin Property o vnexx iett udingthe;addition of a 6 f fence on the4oadirme d an g Jbd farce ala ng.the prop"line,minWOng light levels at the poperty tine,and prohibiting outdoor storase and commercial activity,pre vi&d cmplianta with the'onditxm3 imp ased uri c else S ecial 'erm t, 15. Trash.conaPWOrs produce noose and pore nab ly odors thereby impaling,abu"residential properties. 16. The note ientat o travel erriarrd ny►enag+ernent pTo a ns cotribute to the g ►l reducing ttatfie volumes aria 41cmasin.8 use Of altetnati tcnod cd tra,n Oon it the Growth.trticentive Zone. 37. Bad upon the evidence ami facts presented, the propmAl Wove the turd Alt: sign fic anlly reduce the width of caristing Curb eats on Ro ate 28 and remove the unsafe pa*Iag CmAlions alone part of Spring SRreetr reduce the developW s uar`e at the propevty,thereby reducing the potential fort tradfac geneated from,the<site» • reuse and rehabilitate an.e�irt-,,:deteforanrtg build*tng and redevelop floe skein greater c on.fortaq to f y s si td oo gpment s6ndards,and v improvepedesl6an acmwin the Hyannis rowth IncerrWe Zone throes the 4066h.of aside is ea git.on Roufo and.a si�f+�wall4`€r;r Sprdrtg 5treot . f reduce the arrmrrf,of imp+m,m stdi6l Ama from 914%to 842S%and incorporait e. rain gams and landscaping to Ater sttwm Water runoff, 18, The Board supprrrts grantingthe special eft as it will fulfill the spirit and intent*the Zoning Orftance.and the relief tented heizin,will not repent a submntial deldinent to the.public good or the neighborhood affected, Propowd cmiditions Based on the findings a(fact,.a:tnolion was duty made and:seconded to gad a.5 cal Pdiri*to Impulse,UC for'tl.*redeve4merit and tense of a 23-acre sits ad trev.W 333-349 Iyannwgh Road(Route 26i Hymirs s,MA,s*act to the taljowing conditions. 1. All site w*including but not limited to buildjn&redovelopment,Acing areas;wens impm ernents,stomwater infrastructure,landscaping, lightfrt&and sfgaW shall be completed in accordance with the aW*vW plan entitled Ilayout and Lands LandscW Plan of t,and at 349and 333 lyann000 Road in Hyannis,MA prepared fof ltnpuhe,lLO dated ju!y 21,-7010,w .revisions throuO August 17,2010,tul4ect to all revisions And oDriditions stated herein. 2. tease of mdeveloped 34,478 sq,fit.building gall be:l'miled as fobs: • 1 IOW tta.19,716 sq<6.of Malty reOil use;and o 15,tt2.1 trr 23,478 sq.ft of waaehouse or storage,space,as an accessory°use to the sped3l$y reuif dsotst andtor fiir thapropexty ownet's personal.u.se only. • in no tase droll_mil vse of tl*site exceed 19,718 square feet of floor a,lotated i a ben the:redeveloped building., • The number of specialty reWl tenant spas shall be limited to two. 3. The width of curb cysts cap'Roam 28 shall be lied to 34.0 led and 31.8 feet,as m easured:at the pro rty line, Driveways still be etvftfte rly and neat allow vehicles to exit canto Raaute The.Brsiloing t~o nai o r s ll.dewmirae it pwposed cysts qualify as aspecwty iretail'and am in ctdbnDance with canditfons six ar,d emit contafned herein. The.Building Cgmmissionerr shall have the riSht to consult with the Planning ning Board p&r.to making a detertnination to tether or not a use shall be classifid as'Specialty ray'Ali pgposed ."sped*rail'uses.shalt.be cmistent'with the def of icm iaf"retail+use'"included in . Section 240-24.1.12 and sill n6tincludee reAwrantslfoodl service establfshments,gasollre WM Og recall vetair uses:Such as full-ogle supemwatke s or diswum stom;or -through windows. 5. At r'ppood use t1w is not classified as'spedalty roil"by the BuildIing Commissioner shall require app(Ovalfrorrl the pl caning Board through,mo ation of this Spgcial.fyerrrtft, : e lltw iv . p getaera iOn or all primary ono wry use on the sixe shall not exceed 83 veh icle tnpsdv.in.g peak:.hours RYE'Monday through Friday 730 a.rn,to 9:34 ain:.or p,m.to h P.M.or S urday 10:00 a.m to 12:00 pA. Ptior to isms ice of a Certif'i�Pmc t 4c ,pacy lgrs of Use Print,any prod tenant sra!submit"derrionalit trip r t tit will not exceed this lirralL ire Building CoMmiss over•shall mafce trio generation daterminations and appeals shall be made to the Planning BOW, 7, Any use that,.exceeds the threshold.fry peak hour vehicle trip generation set he in,or that prods irrtase ira+ ehic€e trips as rl tetidirgo�isuaner,shall be 0 re to swc pro l ftx�m floe hnin 8ciarii,through modifies n�this sapecial perm. 6. Any ise t�ritfi�parltirrg d�xn� tfi��cx��spars aacordin�trQ Sion� -5�r :as. determined by ilte 8uifding onmmsionetshgberecrulmdto sftkaW*vat:through rtiotlif iznr aftl s cittl I'rrrn f this r h ttre fFlanPi farcly. Morlo issuance of a; Certificate of Occupancy or Change of Use Pomk anypto. o5ed tenanE shall',submit a parking s dump demos sting r rrry�t rr with parking requirement'$, 9. T app4 cant shall:ef rmir tc�the(rve nottherr�a test puking spats lr �along the weft 190�line in.-Taikiri Lot A',shown an the frl originally submittr►d to the.Board jak6d 02 10,anfland5cap,xhn area A toil of 8_7 parking Vices staff be included owsite. i , After thr Af is fully copied,the suild ng�raissl�ershall�the tight to review the parking patterns and tragic flow on the Oe and detwnine of the is need for padcing resbictions on Sprins Stmotoradditional erfartement of the c h -only requir eats for o(Ifiveways Oft.Route 26.. Any sign a, necessary to Corr'No Parkin"or entranci�rnly re5v ictiM shall be trstatled at the applicant's expe.nso. 1.a, e oocmt:sl�alf err ll n sip f a i iglnt lout high alarrg ttr scut m 1��� fie }a�irt tb Pro'FY coned"SF'Sing��Farnily geside�itial i�astrict: 12. Tin pMIect O) ,li c*mpty with coiidit ow*of the.5i€e#Tarr Review'orrinfam approval first t t l luEy 6,2t? q and the BuiUng,Commissioner's letter to the Planning Bowd.dawd August 4,2Q 10,copies of wh;ich:%halt be aftched to this decision and A pate d it, except as modified by 1'indirw,s wW condMons oftd herein. 13, The applicant Shall"i€i ninny POMIls from the larostable.PublicWoM Depaftent for WWk in the Aght4wiy. 94. -tk:aMjk t shall a' in.ne sary.oppro s from the Musachusefts Depaftent of Trarisp onis rvisrari for propciserl:atss confiatst rttt ate Z . 11 fh agspd t shall► e rc tc a 5 foot slt6 rr ritalragg the norlhem pr :lute: Five foot sills s'lrall beorrstructcd funded l the appficarit along the proms h a is e oh, Street. The sidewalks on Spring Street shAll be Installed Oc�t to a C:ertifiote-of patnrrY. final a cations to to coon and d i rr sad wal s shall be a�r�ed by the z t'ngInee 16, All landsaping sliriwri on the final approved plait`Aall be installed prior 0 ire fiat Ceftifica of Ocwpancy! 17, Nor to a Certif to of Ocopaneyx the,applicant s.bal pmAde surety(cash band or letter of credit)f6r mintmance mind reply rnent of dead or.dying iaWscape material shown on the ivot�ed landsape plan. Thebond shrill be t 5M d the value of the landscape materials ;an-4 steall be hreld footo linger than three yam. The bond siiaall he in a€orris and content acceptabk to the Town Attwney and the Town Treaserees olfx*, Funds riot expended may be returned uport a reque4l from the r splkmrit,or its wccessor alter three yeam from the issuance of the first Cerdficat&A-4 0ccupa KY. .18. All,fighting 001.1 be tocaWon,tho site atuf full Cukff fi res shall be utilized to ensure light or glate does W impact neigh ng pros. S e lr f and the mired phut is Feb s2> 21 2".-42F 72ST G Plan Aall.Conform W Cam Cod Cotmiiss standards for WeriIar tot44 C3mign,as sited in Technical Ctnlle4in i. 19. All signw shall be pemitted with fire t1vildin 0Won and be approve 1br co *swncy m-th tie 1 � a (n# trat to t�lar 20. All&Mpstos ao43 trfss .Containers MI. be scree4d in om rrnance with the rMuirements nil S 240-24A A 0� : 240.103,and all other appikable sta ndan�.. 71: Trash cmpars:sl l be,probi into i , f t s de r s e al g the . $out. M pra ty:llne and ocher locations soutKofthe build►��adjacent t�ri�siden l propotyv IAny,trash compactor.located Oh the sib shall be kme"ed with opaque;meniii j . and brads ping. IM louftt aced MOAW of s ening of any pro pond,trash ctrrrtpat'tor shall be reviewed and approved by the 'vikl fi Comm iss—toner and the Site Plan Rp.njew Committee. 22. Trash collection;ill be prohibiged between 6 p.m,and 7 a.m.,saga days a week. 23. All defivwiei shall be prpfiibited.between 6 pm.and 7 a.m.:urn daps e:week; 24. 0oult w splay and/or.slomge shall be pmhjb.ited on the lr dfng lode acid all other outdoor areas. All r0111rnercial acCOy shall occur wtthin die redeemed building. 25. The applit t iP cobjurOpn with all building mnants;shall provide atrip reduction pragrai'n for emod which rMy in ude: a. Alma incentive ear e€r pl,6 s diat ct,ezimute to Wo{k wincilwMalism modes of Iran nation incloifln&buttot Jim Ited to,bicydng,iW.king�r rat ing with other maples- b> DesiSnatitig Art employes to serve as die :i�a ihator res si for p"dUnS a rix share program.: rpo,oling, cd t3dtet travel domand manargetner t Measdres. c Es l shing a bulletin board to.aid match in of a m3 to carpa its and v p s� & In cam afenftrger cies,prrivi,00 guaran,teed ride h6ine program for ptoyea cornmutiq by alte ative,methods. Pre v ling a rr-she is otmati to p y rat tie to the ail b pt tran r# ton services . . For bicycles;pwviklirg a Wwre storage AreA a tftr na . 2fs; Afloat sits de+�timer Plat, � p piAn atihdxainage plan shall b sit # prior to 4;suance of a building permit de ictin all of Ow findings and conditions o e Flaming 805rd:am ons any outstandin issues:of the site flan Review.COMMItt : 17. 'This decision shall be recotded at the Barnstable-Registry bf Creeds and a try of reaWed document must be submitted to the Planning s ce to the Ouild ng DIV-15M Wore ariy�rOding permit is issued. 28. The relief titltcai d h rout stall substantially commence Within two pars of the grantaSthis permit Or itshall expire: ` otfr €ron to grarrl Special Pernnit 2Cf��-01,subject try the findings ar�d condit�vns stated lain;wasi made by Paul Cudy and seceded by ft,16 c Princi with a unanimous afrtna g ate; ipmMd Uh&MaMew Teague,Dtvcd Hartsell,f 64tC�a Penn,Paul:Oidey,and Patna Prince , 9. Ordered, Speial Penn t 2 10-01 ii motel with+ nditiam. This 4ecil im must b r rdo-d o the gW y of Deeds far it to be in effect. T-be mlief mhcr&ed by this decisloo must be exercised+whin two: ors of the grant of the Wdal_permit. Appeals of N5 decision,if any,OW1 be made pursuant to MGL OmW r 46A,Sean t 7, iiihin Wj"(291 days after the date of the lh ag of this decision,a . copy of Wh- must be filed in the o..Mce 61 the Town!Clerk. Ray Lang 06r Date Signed t, Linda ftd"r ,r,CJetk ofthe Town ofBarnstable,BarnstableCcunty,triassachai ,hereby c er fi4r that t+ tty O)days}eve elate sir ifie Zoning BmjrJ of Appeals filed this detisio.n and that no appeal of the d sion ha;bm fd�d in the office*f the T n C.e& Signed and"sealed th.i, O7__day under the pains and penalties of Fitour Y. t : a 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map e Parcel Application# '06 a Health Division Date Issued 3 ' l F� Conservation Division Application Fee Planning Dept.. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis 26VU(II-W /4941 Project Street Address �33 �a ti v c a c ` le�i�` 8 N 28 7.500 Village Owner d u Ise ,Cl�L' Address o7 g 7 -v N/S Telephone Permit Request ✓b Li JN w Square feet: 1 st floor: existin I proposed`3 J 1(lend floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type YeeL Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No i Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Ay, � Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: Ni9" existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑ Other Central Air: 44 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑lYes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:❑ existing r❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ( Yes ❑ No If yes, site plan review # . Current Use Proposed Use � ` ca APPLICANT INFORMATION (BUILDER OR HOMEOWNER) lJ ---—Name C✓I�G Z- O� Telephone Number Address o?5��? /yoI0:4 License # :%-3 da/. w is 4 _ !a o/ Home Improvement Contractor#, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /� ✓` C. /� SIGNATURE ✓` DATE '"�% FOR OFFICIAL USE ONLY APPLICATION# --DATE ISSUED R'D _ '_TE R'T. r -- MAP/PARCEL NO.-,._. ADDRESS: 4. • VILLAGE OWNER- DATE OF INSPECTION: /FOUNDATIOW"' -T FRAME 'INSULATION! .,•<<,4t• {, �, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL iGAS:; �A,=gay ROUGH PrA.r.:4 f4,a. FINAL "FINAL•BU'ILDINGR',,19 '� -���� F I r,-DATE CLOSED OUT J ASSOCIATION PLAN NO. Message Page 1 of 1 Perry, Tom From: Buntich, JoAnne Sent: Tuesday, January 11, 2011 11:58 AM To: Perry, Tom; Traczyk, Art; Jenkins, Elizabeth Cc: 'Stuart Bornstein'; 'rolf@bmaworld.com'; Swiniarski, Ellen Subject: Former Corcoran Building Hi Tom, Growth Management met with the owner and owner's architect for this property currently under construction. We reviewed the architectural elevations, entitled Exterior Elevations, Sheet A-201 dated January 10, 2011 for conformance with the Design and Infrastructure Plan (DIP). Our findings are as follows: Overall we find that the design and materials shown on this plan generally conform with the DIP requirements. Signage was not included in our review and must also be reviewed relative to the DIP. The following are outstanding items to be resolved before the building facades are put in place. 1. Primary entrance to the building is on Spring Street. This entrance is to be emphasized with either architectural materials or features, plantings or some combination of these techniques. 2. Any pre-manufactured facade, which the applicant has said will be 'ivory' in color, that will remain uncovered by additional materials shall be matte finish to minimize glare to abutting properties. 3. Materials applied to the east and north facade are shown on the plan to be white cedar wood shakes-a material that conforms to the DIP. The additional trim materials shown on these facades also conform. On the north facade the color of the vertical shiplap siding wave element is to be a shade of light grey. The applicant will submit color chips and sample materials to GMD. We will notify you relative to DIP compliance once this has occurred. 4. On the north facade staff would prefer that the arched windows be modified to a rectangular shape. To further minimize the the building mass on this facade, architectural features, trim and/or planted trellises are to be included at least on either side of the center set of windows. 5. Foundation shown on the plan is revealed to a height of approximately 3 feet. To fully conform with the DIP this feature must be shielded. This can be accomplished by adding siding materials consistent with the primary facade to close the gap that will occur if only landscaping, as shown on the approved site plan dated 8.17.2010, is used to shield this feature. We appreciate the cooperation of the owner and architect in this review and look forward to assisting with the further review of the outstanding items listed above. Please let us know if you have any questions or need more information. Thanks, Jo Anne Jo Anne Miller Buntich Director Town of Barnstable Growth Management Department 367 Main Street Hyannis,MA 02601 p 508 862 4735 f 508 862 4782 e-mail Ioanne.buntich antown.barnstable.ma.us Website http://www.town.barnstable.ma.us Please consider the environment before printing this email 2/14/2011 J ° f .usa f .ego Town of Barnstable Planning Board Decision and Notice Special Permit 2010-01 Impulse, LLC L Summary: Granted with Conditions Petitioner: Impulse, LLC Property Address: 333-349 lyannough Road (Route 28), Hyannis Assessor's Map/Parcel: Map 328 Parcels 068 &069 Deed Reference: Book 19132 Page 219 Zoning: Hyannis Gateway Zoning District,Wellhead Protection Overlay District Background and Special Permit and Relief Requested: In Special Permit request 2010-01,the applicant proposed to demolish two existing structures located on the property and to reuse the remaining 34,478 square foot building for specialty retail use. Related site, grading, drainage, parking, lighting and landscape improvements are proposed. The property is a 2.3-acre site addressed 333-349 lyannough Road (Route 28), Hyannis, MA,shown on Assessor's Map 328 as Parcels 068 and 069. It is in the Hyannis Gateway Zoning District and Wellhead Protection Overlay District. ,) Special Permits are required and zoning relief is request as follows: (1) Section 240-24.1.8 (13)(3)for a retail use that will increase vehicle trips per day and/or increase peak hour vehicle trips per day; (2) Section 240-56 Off-Street Parking and/or Section 240-24-1.8(C)(2)(e)for a reduction in the required on-site parking; (3) Section 240-24.1.8(C)for relief from the required minimum front yard setback,front yard landscape setback, parking at the front of the building, change in use that increases vehicle trips on Rte. 28, and reuse of existing access from Rte.28; (4) Section 240-24.1.10 for a reduction in landscape buffer between parking area and building, and, landscape setback from residential property; (5) Section 240-35(G)to retain existing nonconformity in lot coverage in a Well Head Protection Overlay District. Plans were submitted by the applicant showing the existing conditions and the proposed redeveloped building, parking areas, landscaping,lighting, and associated site improvements. The final plan considered and voted on by the Board is dated August 17, 2010. The plan proposes a 34,478 square foot building and a parking area for 82 vehicles. A Traffic Information Memo, dated August 17, 2010,was submitted by the applicant and provided parking demand and trip generation data for the proposed specialty retail uses. t Bk 25005 Pg 198 #59496 Procedural & Hearing Summary: The special permit request was filed on June 23,2010. A public hearing before the Planning Board was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The public hearing was opened on July 12, 2010 and continued to July 26, 2010, August 9, 2010, and August 23,2010. At the August 23, 2010 meeting,the Planning Board voted to close'the public hearing and to grant Special Permit 2010-01, subject to the findings and conditions stated herein. Planning Board members Raymond Lang, Matthew Teague, David Munsell, Felicia Penn, Paul Curley, and Patrick Princi voted unanimously to grant the permit with conditions. The final proposal before the Board was to utilize between 11,000 square feet and 19,721 square feet of the redeveloped building for specialty retail use and between 15,021 square feet and 23,478 square feet for accessory storage or storage for the owner's personal use. A total of 82 on-site parking spaces were proposed to serve the development. Mr. Stuart Bornstein and Mr. Daniel Ojala, P.E. represented impulse, LLC before the Board. Mr. Stuart Bornstein, applicant, addressed the Board, stating that the property has been before the Planning Board twice before:the Bob's Furniture proposal and the Hilton Garden Inn proposal, both of which for different reasons were not realized. He stated the main objective is to upgrade the neighborhood by improving the building and site. The proposal is to demolish approximately 20,000 square feet by eliminating the building on the corner of Spring St and Route 28 and replacing it with a rain garden,fountain, green space and additional parking. The rear portion of the larger building will also be eliminated. The applicant is also proposing to demolish the front of the building,thereby increasing the setback from Route 28. The applicant proposed two scenarios for use of the property. The first tenant proposed by the applicant was a national chain thrift shop, which would utilize 11,000 square feet of retail floor space and 23,478 square feet of warehouse or storage space. According to the applicant, 95 percent of the thrift shop's business is selling clothing. The estimated traffic generated from the thrift store use, based on actual chain thrift shop data, is 2,079 transactions per week at the most,with most customers coming 2 to 3 per vehicle. With proposed hours from 10 a.m.to 8 p.m,and assuming only 1 person per car,this averages to be 30 cars per hour. The second tenant proposed is a superette chain that sells 2,000 items only, and that has 5 truck deliveries per week and one milk delivery per day. The estimated traffic generated from the superette store use was calculated using actual data from a superette chain using 20-25,000 square feet and stocking 2,000 items, which averages 3,795 transactions per week. Conventional grocery stores stock 40,000 items. In conjunction with the proposed superette use,the applicant initially proposed a religious assembly use for 6,000 square feet of the building, but withdrew the proposal from consideration after discussion by the Board regarding conflicting hours of operation and parking demand between the religious assembly and retail use. The applicant finally proposed a tool rental or mattress sales use to occupy 5,721 square feet of the building in a second tenant space;the superette would then occupy 14,000 of retail floor space, 8,000 sq.ft. of freezer/storage space and the remaining 7,021 square feet would be the owner's warehouse. Dan Ojala of Down Cape Engineering presented the site plan to the Planning Board. The site is in a busy area of Route 28 between the Airport Rotary and Willow Street. He noted surrounding businesses and residential areas and the airport on an aerial photograph. Existing conditions of the site itself were noted, including wide curb cuts,the existing buildings,the parking that backs onto Spring Street and that is located very close to Route 28, and the loading area to the front. He stated the applicant worked with the Site Plan Review Committee extensively. There are proposed rain gardens on the north side, new 2 Bk 25005 Pg 199 #59496 drainage, a sidewalk easement, new lighting, 10 percent interior parking lot landscaping, as well as landscape buffers. The entrance to the building is being regraded. Significant setback and lot coverage improvements are proposed. Chairman Lang asked the applicant to identify who the retail tenants would be. Jo Anne Miller Buntich stated that the Board needs to know the use, because the use relates back to the traffic and parking standards, and the use has been described. The Board discussed parking requirements for the site. Dan Ojala stated both proposals are specialty retail uses which would require less parking. The Board discussed the exposure of parking to Route 28 and Spring Street and the improvement of the proposed condition. The Board recommended that two of the five spaces at the northwest corner of the site be eliminated to prevent conflicts with vehicles entering the site. The applicant eliminated five parking spaces originally proposed at that location. A total of 82 parking spaces were proposed. Board Member Penn stated it was important to evaluate the improved condition of the access to Route 28 to be able to grant relief from parking requirements and to satisfy objectives of the GIZ to limit ingress and egress to Route 28. Board Member Teague stated it appears that parking relief can be provided if conditions are met. A major improvement for Route 28 is being made where unsafe traffic flows exist. Board Member Penn inquired about the traffic pattern on site and suggested that the entrances from Route 28 be angled in such away that no exit can physically be accomplished, as signage can be ignored. Dan Ojala answered that the long term answer is that a median could possibly be used to guide people out to Spring Street. Mass Highway historically does not prefer sharply angled granite islands that are directional because when people try to beat these,they actually cause accidents. Chairman Lang inquired what the plans are for Route 28 and stated that he heard it was to be a divided highway. JoAnne Miller Buntich stated that the Hyannis Access Implementation Group is just beginning to meet. It seems that a four lane highway without a divided median is considered to be dangerous, but they have not settled on a preferred alternative for the roadway. The exact widths of the existing and proposed curb cuts were requested from the applicant. Board Member Teague stated he thought including a second entrance to the site from Route 28 may provide a safer condition on Route 28, because two entrances would alleviate second-guessing that disrupts traffic. The Board requested exact percentages by which the curb cuts would be reduced, as it was necessary to demonstrate conformance with the requirements of the GIZ. Mr.Teague stated he did not think a single curb cut on Route 28 would be safe or a good idea given the configuration of the site. The Board discussed predicted traffic generated from the retail uses on the site. Jo Anne Miller Buntich pointed out that the Design Infrastructure Plan states that an alternative trip generation study may be submitted and accepted by the Planning Board and can be used for comparative purposes where appropriate. All alternative studies must meet ITE requirements. The applicant submitted a Traffic Information Memo with ITE requirements and estimated parking and trip generation for the proposed uses. Characteristics of the proposed uses that invalidate normal methods for calculating trip generation were discussed. The applicant stated there are not ITE categories for the uses being proposed. The Traffic Information Memo contains trip generation statistics based on similar uses in other locations. Board Member Felicia Penn stated that people from the neighborhood seemed to have not appeared at the public hearing for this proposal. Mr. Bornstein stated that an abutting neighbor attended formal site plan review and asked questions and made recommendations which were followed. 3 Bk 25005 Pg 200 #59496 i The Board requested public comment. Mr.John Doherty, 17 Brookshire Road, addressed the Board. Mr. Dorherty attended the site plan review meeting for this case. He expressed concern about the location of the dumpster, which is near residential property. His concern is disturbance to neighborhood. He stated churches meet several times a week and often have live music. If the use is going to be a superette, he stated there would be refrigeration that would require outdoor condensing units,which also'produce noise. He did not see these on the plans. He stated lighting in the parking lot would be bad for the neighborhood. Mr. Doherty stated that this proposal was not consistent with the objectives of the Growth Incentive Zone.— Sidewalk requirements for the site were discussed by the Board. Chairman Ray Lang inquired if the corrected plan showed the sidewalk and whose land it is proposed to be located. Dan Ojala stated that a 5 foot wide sidewalk easement is on Mr. Bornstein's property with the sidewalk to be constructed in coordination with the future improvements of Route 28. Board Member Penn stated she was surprised to see a recommendation for a sidewalk on Route 28 prior to a Certificate of Occupancy, as there are no other sidewalks present and reconstruction of Route 28 was planned. The Board confirmed that a 5 foot sidewalk easement was going to be dedicated along Route 28. Mrs. Penn also stated that there are existing sidewalks on Spring Street, and a requirement for a sidewalk on Spring Street was appropriate because it would serve the residential neighborhood. Board Member Princi inquired if any green measures, such as solar on the roof, are being proposed. Mr. Bornstein stated that air conditioning and heating will be high efficiency with white roofing. Bathrooms will have double flush fixtures and lighting will be energy efficient. Dan Ojala stated that this proposal is a reuse of the existing structural steel and concrete and that asphalt will be reground and reused. The Board questioned if enough was being done in the landscape buffer to protect the residential neighborhood abutting the site. Chairman Lang requested clarification from the applicant about the proposed fence. The applicant stated there will be a six foot chain link fence with privacy slats on the . loading dock and an eight foot chain link fence with privacy slats at grade. The applicant stated installation of the fence on the loading dock would protect existing trees. The Board discussed the location of the proposed dumpster and the trash compactor, and the recommendations of the Site Plan Review Committee to relocate the dumpster away from residential property. The Board confirmed with the applicant that a fence would enclose the dumpster and compactor. The Board discussed limiting the hours trash can be picked up to protect the neighbors from noise at unreasonable hours. Board Member Patrick Princi disclosed for the record that his father, Mike Princi, is an attorney with Wynn &Wynn, Hyannis and this firm has represented Mr. Bornstein on matters in the past. Mr. Princi also stated for the record that he fulfilled the requirements and filed a Confirmation of Evidential Review for his absence at the Planning Board meeting of July 26, 2010 for Special Permit 2010-01 Impulse, LLC and it was subsequently accepted and signed by Chairman Lang thereby qualifying Mr. Princi to sit on this application. Board Member Munsell stated that this proposal was a good improvement on a highly traveled stretch of road and recognizes the applicant is limited by what is already there. Board Member Curley stated this redevelopment would be a positive improvement, as the existing site was blighted. 4 Bk 25005 'Pg 201 #59496 Findings of Fact f On August 23, 2010, the Board unanimously made the following findings of fact: 1. The Applicant in this petition is Impulse, LLC seeking a special permit for the redevelopment and reuse of a 2.3-acre site addressed 333-349 lyannough Road (Route 28), Hyannis, MA. The property is shown on Assessor's Map 328 as parcels 68 and 69. The existing buildings on the property total 51,749 square feet in area. This property is located in the HG -Hyannis Gateway District and the WP-Wellhead Protection Overlay District. 2. The Applicant is proposing to demolish two existing structures located on the property and to rehabilitate and reuse the remaining 34,478 sq.ft. building,to include 11,000 to 19,718 sq. ft. of specialty retail use and 15,021 to 23,478 sq.ft. of warehouse or storage space. The proposed site redevelopment includes parking for 82 vehicles and improvements to site drainage, utilities, lighting and landscaping. 3. To accomplish the plans for the reuse and site redevelopment,the Applicant has requested a special permit from the Board that grants relief pursuant to the following provisions of the Ordinance: • Section 240-24.1.8 (13)(3)for a retail use that will increase vehicle trips per day and/or peak hour,vehicle trips per day; • Section 240-56 Off-Street Parking and/or Section 240-24-1.8(C)(2)(e) for a reduction in the required on-site parking; • Section 240-24.1.8(C)for relief from the required front yard landscape setback, parking at the front of the building, change in use that increases vehicle trips on Rte. 28, and reuse of existing access from Rte. 28; • Section 240-24.1.10 for a reduction in landscape buffer,between parking area and building, and landscape setback from residential property; • Section 240-35(G)to retain existing nonconformity in lot coverage in a Wellhead Protection Overlay District. 4. The-Zoning Ordinance specifically authorizes the Planning Board to grant relief in the form of a special permit pursuant to the sections cited above subject to finding that the proposal: • meets the criteria specified in the stated sections; • conforms to the overall requirements of Section 240-125; and • demonstrates consistency with the Design and Infrastructure Plan and one or more of the criteria listed in Section 240-24.1.2 E (1). 5. The Applicant has proposed reuse of the redeveloped building for: • 11,000 sq.ft.to 19,718 sq.ft. of specialty retail space; and • 15,021 to 23,478 sq.ft. of warehouse/storage space accessory to the retail use(s) and/or for the owner's personal use. 6. Plans for the development have been reviewed by the Site Plan Review Committee and found to be approvable subject to certain conditions as expressed in the site approval letter dated July 6,2010, and the Building Commissioner's letter to the Planning Board dated August 4, 2010,and subject to issuance of a Special Permit by this Board. 7. The subject property is located within the Hyannis Growth Incentive Zone (GIZ), an area specifically identified for redevelopment and infill development in and around downtown Hyannis. The proposed reuse, site redevelopment and building rehabilitation plans are consistent with the objectives of the GIZ and the Design and Infrastructure Plan, and represent continued private investment along Route 28. 5 _ J Bk 25005 Pg 202 #59496 8. The redevelopment plan proposes improvements to curb cuts along Route 28 and provides an easement for a 5-foot sidewalk and a landscape buffer along the roadway. Although the green space buffer narrows at times,the overall plan is a substantial improvement over that which exists. The proposed access configuration, landscape buffer on Route 28, and parking configuration shall provide for safe vehicular and pedestrian access, subject to compliance with conditions stated herein. 9. The proposed redevelopment significantly reduces the width of existing curb cuts on Route 28 in a manner that improves the flow of traffic. The existing site includes two curb cuts onto Route 28, 62 feet and 157 feet in width. The proposed redevelopment includes two driveways, 34.9 feet and 31.8 feet in width measured at the lot line;the proposed driveways . are 44% and 80% narrower than the existing driveway openings. The proposed driveways are also designed to be entrance-only,further contributing to the goal of improved traffic flow on Route 28. 10. The Applicant has submitted a Traffic Information Memo providing the Board with alternative trip generation statistics for the two land use proposals. According to data contained in the memo,the proposed land uses will generate between 60 and 83 vehicle trips during the peak hour. Based upon those numbers,the proposed use of the property does not represent a substantial detriment to the neighborhood or the general public. 11. The Traffic Information Memo,dated August 17, 2010, submitted by the applicant supports that the 82 parking spaces provided are sufficient for the proposed uses, based on data from similar uses. 12. Regarding the request for parking relief,the Board finds that relief can be granted as the proposed uses will generate a low number of vehicle trips,thus invalidating the normal methods of calculating parking requirements. 13. This proposal represents the rehabilitation and reuse of deteriorating property that is vacant and underutilized. The reuse of part of the existing building prevents the redevelopment from full compliance with today's zoning requirements. In all cases where relief is being requested,the Applicant has improved the existing condition and is bringing the property into greater conformity with the required setbacks, landscape requirements, screening, drainage, lot coverage, site circulation and parking, and groundwater protection regulations. 14. The applicant has taken measures to mitigate potentially detrimental effects to neighboring property owners including the addition of a 6 foot fence on the loading dock and an 8 foot fence along the property line, minimizing light levels at the property line, and prohibiting outdoor storage and commercial activity, provided compliance with the conditions imposed with the Special Permit. 15. Trash compactors produce noise and potentially odors thereby impacting abutting residential properties. 16. The implementation of travel demand management programs contribute to the goal of reducing traffic volumes and increasing use of alternative modes of transportation in the Growth Incentive Zone. 17. Based'upon the evidence and facts presented,the proposal before the Board will: • significantly reduce the width of existing curb cuts on Route 28 and remove the unsafe parking conditions along part of Spring Street, • reduce the developed square footage of the property,thereby reducing the potential. for traffic generated from the site; i 6 Bk 25005 Pg 203 #59496 • reuse and rehabilitate an existing deteriorating building and redevelop the site in greater conformity to today's site development standards, and • improve pedestrian access in the Hyannis Growth Incentive Zone through the addition of a sidewalk easement on Route 28 and a sidewalk on Spring Street; • reduce the amount of impervious surface area from 93.4%to 82.25% and incorporate rain gardens and landscaping to filter storm water runoff, 18. The Board supports granting the special permit as it will fulfill the spirit and intent of the Zoning Ordinance and the relief granted herein will not represent a substantial detriment to the public good or the neighborhood affected. Proposed Conditions Based on the findings of fact, a motion was duly made and seconded to grant a Special Permit to Impulse, LLC for the redevelopment and reuse of a 2.3-acre site addressed 333-349 lyannough Road (Route 28), Hyannis, MA, subject to the following conditions: 1. All site work,'including but not limited to building redevelopment, parking areas, access improvements, stormwater infrastructure, landscaping, lighting, and signage shall be completed in accordance with the approved plan entitled "Layout and Landscape Plan of Land at 349 and 333 lyannough Road in Hyannis, MA prepared for Impulse, LLC" and dated July 21, 2010,with revisions through August 17, 2010, subject to all revisions and conditions stated herein. 2. Reuse of redeveloped 34,478 sq.ft. building shall be limited as follows: • 11,000 to 1%718 sq.ft. of specialty retail use; and • 15,021 to 23,478 sq.ft of warehouse or storage space, as an accessory use to the specialty retail use(s) and/or for the property owner's personal use only. In no case shall retail use of the site exceed 19,718 square feet of floor area, located within the redeveloped building. • The number of specialty retail tenant spaces shall be limited to two. 3. The width of curb cuts on Route 28 shall be limited to 34.9 feet and 31.8 feet, as measured at the property line. Driveways shall be entrance-only and not allow vehicles to exit onto Route 28. 4. The Building Commissioner shall determine if proposed uses qualify as "specialty retail" and are in conformance with conditions six and eight contained herein. The Building Commissioner shall have the right to consult with the Planning Board prior to making a determination as to whether or not a use shall be classified as "specialty retail."All proposed "specialty retail" uses shall be consistent with the definition of"retail uses" included in Section 240-24.1.12 and shall not include restaurants/food service establishments, gasoline sales, "general retail" uses such as full-scale supermarkets or discount stores, or drive-through windows. 5. Any proposed use that is not classified as"specialty retail" by the Building Commissioner shall require approval from the Planning Board through modification of this Special Permit. 6. The collective trip generation of all.primary and accessory uses on the site shall not exceed 83 vehicle trips during the peak hours of Monday through Friday 7:3.0 a.m.to 9:30 a.m. or 4 p.m.to 6 p.m. or Saturday 10:00 a.m.to 12:00 p.m. Prior to issuance of a Certificate of Occupancy or Change of Use Permit,any proposed tenant shall submit data demonstrating 7 Bk 25005 Pg 204 #59496 trip generation will not exceed this limit. The Building Commissioner shall make trip generation determinations and appeals shall be made to the Planning Board. 7. Any use that exceeds the threshold for peak hour vehicle trip generation set herein, or that produces an increase in vehicle trips as determined-by the Building Commissioner, shall be required to seek approval from the Planning Board through modification of this special permit. 8. Any use with a parking demand that exceeds 82 spaces according to Section 240-56,as determined by the Building Commissioner, shall be required to seek approval through modification of this Special Permit through the Planning Board. Prior to issuance of a Certificate of Occupancy or Change of Use Permit, any proposed tenant shall submit a parking schedule demonstrating compliance with parking requirements. 9. The applicant shall eliminate the five northern-most parking spaces located along the western property line in "Parking Lot A", shown on the plans originally submitted to the Board dated 6/22/2010, and landscape the area. A total of 82 parking spaces shall be included on-site. 10. After the site is fully occupied,the Building Commissioner shall have-the right to review the parking patterns and traffic flow on the site and determine if there is need for parking restrictions on Spring Street or additional enforcement of the entrance-only requirements for the driveways on Route 28. Any signage necessary to enforce "No Parking" or entrance-only restrictions shall be installed at the applicant's expense. 11. The applicant shall install a six foot and eight foot high fence along the southern property line adjacent to property zoned "SF" Single-Family Residential District. - 12. The project shall comply with the conditions of the Site Plan Review Committee approval letter dated July 6, 2010 and the Building Commissioner's letter to the Planning Board-dated August 4, 2010, copies of which shall be attached to this decision and made a part of it, except as modified by findings and conditions stated herein. 13. The applicant shall obtain necessary permits from the Barnstable Public Works Department for work in the right-of-way. 14. The applicant shall obtain necessary approvals from the Massachusetts Department of Transportation Highway Division for the proposed access configuration on Route 28. 15. The applicant shall dedicate a 5 foot sidewalk easement along the northern property line. Five foot sidewalks shall be constructed and funded by the applicant along the property frontage on Spring Street. The sidewalks on Spring Street shall be installed prior to a Certificate of Occupancy. Final specifications for location and design of sidewalks shall be approved by the Town Engineer. 16. All landscaping shown on the final approved plan shall be installed prior to the first Certificate of Occupancy. 17. Prior to a Certificate of Occupancy,the applicant shall provide surety(cash bond or letter of credit)for maintenance and replacement of dead or dying landscape material shown on the approved landscape plan. The bond shall be 150% of the value of the landscape materials and shall be held for not longer than three years. The bond shall be in a form and content acceptable to the Town Attorney and the Town Treasurer's office. Funds not expended may be returned upon a request from the Applicant or its successor after three years from the issuance of the first Certificate of Occupancy. 18. All lighting shall be located on the site and full cut-off fixtures shall be utilized to ensure light or glare does not impact neighboring properties. Site lighting and the required photometric 8 I - Bk 25005 Pg 205 #59496 plan shall conform to Cape Cod Commission standards for Exterior Lighting Design, as sited in Technical Bulletin 95-001. 19. All signage shall be permitted with the Building Division and be approved for consistency with the Design and Infrastructure Plan. 20. All dumpsters and trash containers shall be screened in conformance with the requirements of § 240-24.1.10, § 240-103, and all other applicable standards. 21. Trash compactors shall be prohibited in the required 20 foot side yard setback along the southern property line and other locations south of the building adjacent to residential property. Any trash compactor located on the site shall be screened with opaque screening and landscaping. The location and method of screening,of any proposed trash compactor shall be reviewed and approved by the Building Commissioner and the Site Plan Review Committee. 22. Trash collection shall be prohibited between 6 p.m. and 7 a.m., seven days a week. 23. All deliveries shall be prohibited between 6 p.m. and 7 a.m., seven days a week. 24. Outdoor display and/or•storage shall be prohibited on the loading dock and all other outdoor areas. All commercial activity shall occur within the redeveloped building.• 25,,,,T,bp,applicant, in conjunction with all building tenants, shall provide a trip reduction program ..4pr.employees,which may include: '. 'a.'- A•lunch incentive for employees that commute to work using alternative modes of transportation including, but not limited to, bicycling,walking or carpooling with other 'employees. b,-' Designating an employee to serve as the transportation coordinator responsible for ' promoting aride-share program, carpooling,and other travel demand management measures. c. Establishing a bulletin board to.aid matching of employees to carpools and vanpools. d. In case of emergencies, providing a guaranteed ride home program for employees commuting by alternative methods. e. Providing on-site information to employees relative to the available public transportation services. f. For bicycles, providing a secure storage area and/or rack. 26. A final site development plan, landscape plan,and utility/drainage plan shall be submitted prior to issuance of a building permit depicting all of the findings and conditions of the Planning Board and addressing any outstanding issues of the Site Plan Review Committee. 27. This decision shall be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Planning Board's Office and to the Building Division before any building permit is issued. 28. The relief authorized herein shall substantially commence within two years of the grant of this permit or it shall expire. Vote: A motion to grant Special Permit 2010-01, subject to the findings and conditions stated herein,was made by Paul Curly and seconded by Patrick Princi,with a unanimous affirming vote: Raymond Lang, Matthew Teague, David Munsell, Felicia Penn, Paul Curley, and Patrick Princi 9 Bk 25005 Pg 206 #59496 Ordered: Special Permit 2010-01 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within two years of the grant of the special permit. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. Ray Lang, Chair Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision halbeen filed in the office of the Town Clerk. Signed and sealed thisC -- day underthe pains and penaiti , perjury. Linda Hutchenrider, Town C W • �.. n 10 i Bk 25005 Pg 207 #59496 Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 BA STABL& Growth Management Department- JoAnne Buntich,Director 9 MAM. 1639- t0� ArEbMA�A 367 Main Street,Hyannis,Massachusetts 02601 Phone(508)8624679 Fax(508)862-4725 www.town.barnstable.maus July 6,2010 Impulse,LLC Mr. Stuart Bornstein 297 North Street Hyannis,MA 02601 Reference: Impulse,LLC Map 328,Parcel 069 & 068 333-349 Iyannough Road,Hyannis,MA Proposal: Reduction of existing total building footprint of 57,000 s.f to 37,000 s.f. 30,000 s.f to be used for specialty retail tenant(grocery or thrift store) and a 5,000-7,000 s.f. portion for religious services on Sundays. Dear Mr. Bornstein: Please be advised that subsequent to the Formal Site Plan Review meeting held June 24,2010, the above proposal was found to be approvable subject to the following: • Approval is based upon revised plans prepared for Impulse,LLC"#349&333 Iyannough Road in Hyannis,MA"consisting of 4 sheets: Existing Conditions, Layout &Landscape,Utilities/Grading,Detail all dated April 26,2010 with final revision to each June 22,2010, Scale 1"=20',prepared by Down Cape Engineering Inc., Yarmouthport,MA. • The recording of a 5 ft. sidewalk easement to the Commonwealth of Massachusetts along Route 28. a • Landscape plan must be revised to reflect the presence of the sidewalk. • Construction of sidewalk with granite curbing is to be completed in coordination with improvements to Route 28. • The Committee has strongly recommended dumpster location be moved to the front of the building away from abutting residential neighborhood. Bk 25005 Pg 208 #59496 • Hyannis Fire Department encourages the maintenance of the existing northwestern most driveway into the site from Route 28 in order to maintain their access to the existing fire department connection and hydrant located at the north side of the building. • Sprinkler system upgrade may be required by the fire department for assembly use (church). • Approval of Fire Protection Summary dated 4-13-09 by the Hyannis Fire Department for proposed use. • The filing and approval of a photometric plan is required prior to the issuance of a building permit. • Provision of a parking schedule that is approvable for proposed uses(low usage)will be required. • Redevelopment and use of property as proposed requires the granting of a special pennit from the Planning Board for relief,as needed,for a retail use that will increase vehicle trips per day;reduction of parking;parking at the front of building;required setback and buffer reductions;lot coverage;and reuse of curb cut on Route 28. If Planning Board does grant relief for parking at the front of the building,the five parking spaces located at the northwest corner of the property(in parking lot"A")must be eliminated and area landscaped. It is suggested that remaining spaces are to be dedicated for employee parking only with signage as such. A professional traffic study had been requested by the site plan review committee and could be necessary for Planning Board determination of relief needed. • Visual triangle at corner of Spring Street and Iyannough Road must kept clear of anything more than 3 ft in height. Also, site triangle at curb cut onto site from Spring Street must be maintained. • Access driveway from Spring Street must be narrowed to 24 ft.at the property line with . Hyannis FD turn radius confirmed and depicted on the plan. 9 Sign at the front of property appears to be in proposed sidewalk area and must be moved onto property. • The filing of a revised plan which depicts suggested site plan revisions,as well as revisions requested by the Planning Board is required prior to the issuance of a building permit. • Applicant must obtain all other applicable permits, licenses and approvals required, including but not limited,Growth Management approval for compliance with the Design Infrastructure Plan. J • Bk 25005 Pg 209 #59496 • 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 240-104(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan Review/Regulatory Review Coordinator CC: Tom Perry,Building Commissioner Dan Ojula,Down Cape Engineering SPR file Planning Board SP 2010-01 file a, I Bk 25005 Pg 210 #59496 ' s Town of Barnstable �OF,HE,ay Regulatory Services Thomas F.Geller,Director •AnivsTABLE, * BuiIding Division Thomas Perry,Building Commissioner i6g9. a�� °Tfn r�pt 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 4, 2010 Town of Barnstable Planning Board 200 Main Street Hyannis, MA 02601 RE: Planning Board Special Permit#2010-01-Impulse LLC Impulse LLC -SPR#012-10 333-348 lyannough Road, Hyannis, MA Dear Planning Board Members: The modified proposal, traffic information, and plans dated July 28, 2010 for the above- referenced applications were informally reviewed by the Site Plan Review Committee in a staff meeting held August 3, 2010. The revised plan included changes requested by the Planning Board: the elimination of two Northwestern most parking spaces; addition of screening to the South lot line; and modification of the loading area, per the tenant's request. After review of the revised plan, it appears that there are outstanding issues within the purview of site plan review that will need to be addressed to "allow for the protection of neighboring properties against harmful effects of uses on the development site" and provide "harmonious relationship to the terrain and to existing buildings in the vicinity of the development site" as contained in Town of Barnstable Code, Site Plan Review- Purposes, Section 240-99 A & G. The site plan review approval letter dated July 6, 2010 set conditions that required the consideration of the Planning Board, if the requested relief was granted. For the reason of public safety due to conflicting movements, the elimination of all five parking spaces located at the Northwestern corner of the property (Parking Lot A)was required as a condition of approval if the Planning Board were to grant the necessary relief to allow parking at front of the building. Additionally,for the protection of the neighboring residential properties, the location of the dumpster which abuts the residential district was required to be moved away from the residential properties. It was also noted that the revised plan now depicts a trash compactor that would also need to be relocated away from the residential district. This will become a nuisance to the three abutting residential properties because of noise and potential vermin. There is also now a utility pole located in the area in front of the loading.docks. This pole is a hazard to truck movements in their approach to the loading docks. This high voltage line needs to be located underground or at a minimum, moved to the side of the property. Thank you for your assistance in this matter. Respectful , Tom Perry, Building Corn sioner l.li. Uil a V jdld, Lj Vd'JL CI I13111CCI111C� Growth Management Department r Bk 25005 Pg 211 #59496 PROOF OF PUBLICATIOIeT LEGAL NOTICE TOWN OF BARNSTABLE PLANNING BOARD NOTICE OF PUBLIC HEARING ON SPECIAL PERMIT APPLICATION NO 2010-01-IMPULSE,LLC MONDAY,JULY 12,2010 AT 7:00 P.M. NEW TOWN HALL,SECOND FLOOR HEA#tING ROOM 30 MAIN STREET,HYANNIS,MA•. Tdallpersonsdeemed interested in the Planning Board ac4ng 'under:Chapter46A,Se8on.9,a6d all amendments thereto ofthe General Laws ofthe Commonwealth of Massachusetts and the'Tawn of Barnstable Zoning Ordinances,specifically Section 240 24:1 Hyannis Vllage Zoning Districts,you ere hereby notified of a Public Hearing to be held on Monday;July 12.2010 at 7.00 PM in the Hearing:Room of the Barnstable Town HaIf,.367Main Street,�Hyannis;MA to consider Special. PemutApplication No.2010-01 pursuantto;. -. (1)s •Section 240-24.1.8(B)(3)for a retail use that will �nerease;vehicle.,trips per.day.and/or increase peak hour ;`vehicle trips per day (2) :`Section 240-5&:Oft-Streit Parking..and/or Section. t 240-24=1.8(C)(2)(e)for.a reduction in the required on-site parking; (3) > Section 244214 4:8(C)for'relief from the required minimum front yard setback;.front yard iand§cape.setback w. parking atthe front ofthebuilding,change in use thatincreases vehicle trips on Rte..28,and reuse of existing access from Rte:28; �4)::,Secl=240-24A.10forareduifioninlandscapebuffer . .. .. between- parking area"and,building;and,landscape setback from residential property; (5j Section 240-35(G)to retain existing nonconformity in lot coverage:in a Well,Head..P.rotection Overlay.District�'. Ttie Applicant is Impulse;LLC:,.:The property is a 2.3-acre site addressed 333-3491yannough Road(Route 28),Hyannis, MA(the'fariner 8upply,New England site):::The Applicant is proposing to demolish.two:eipsting structures located on the property and to reuse the:rem- in 37,000 s.f.building for a retail.t6hi 6t.:Related site;grading,drainage,parking,lighting and landscape improvements are proposed. The'prope rty is shown' on Assessor's Map._$28.as.Parcels 068 and;069. It is.in the:Hyannis Gateway:Zoning,Dishfct and Wellhead Protection Overlay District,.''. Copies of the applications and plans.are available for review in the.Office of the,Piannfng Board;200 Main Street,Hyan- n'is,.MA between the hours.of 8:30AM to 4:30 PM,Monday. through Friday;'' . . . Felicia Penn,Chairman.. Planning Board The Bamstabie-Patriot June 26 and July 2,2010 I Bk 25005 Pg 212 #59496 AbutterReport Page.I'd 3 i Planning Board Special Permit Abutter List for Map & Parcel(s): '328069','328068' Parties of interest are those directly opposite the subject lot on any public or private street or way and abutters to abutters within 300 feet ring of subject property. Total Count; 40 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country De Citystatezip 328001 PARENT, MICHAEL R %FEDERAL NAT'L PO BOX 650043 DALLAS,TX Cl: MTG ASSOC 75265 328002 HAINES, DOUGLAS R 64 KINGS WAY, HYANNIS,MA USA C9( 02601 328038 LAMSON, DAVID B BOX 1314 HYANNIS,MA USA 10( 02601 328039 LYMAN,PAUL C 12 BROOKSHIRE RD HYANNIS,MA 02601 USA 80: 328040 BANK OF NEW YORK %THOMPSON, 13 BROOKSHIRE HYANNIS, MA 24( MELLON TRS VINROY J ROAD 02601 328041 AYOUB,GEORGE T 818 MONTGOMERY FALL RIVER,MA USA 22( ST 02720 328042 WADER,KENNETH 15 BROOKSHIRE RD• HYANNIS, MA USA 76, 02601 328043 PICHE, PAUL N& 16 BROOKSHIRE RD HYANNIS, MA USA 75( LUCY A 02601 328044 DOHERTY,JOHN P& 17 BROOKSHIRE RD HYANNIS,MA USA 10: LYN N M 02601 328045 BROWN,IDA M 18 BROOKSHIRE RD HYANNIS, MA 02601 USA 46d 328046 GAO, BAO FENG 19 BROOKSHIRE RD HYANNIS, MA USA 21: 02601 328047 SZEGDA,JOHN& 219 LOWER ROAD BREWSTER, MA 23! GAIL A 02631 328052 GHETTI,RONALD S 26 BROOKSHIRE HYANNIS, MA' USA 17� &JAMIE K ROAD 02601 328053 FLOOD,MAREDA E 137 STONEHEDGE BARNSTABLE, 19. DR MA 02630 328054 HILLERY,DAVID& %HILLERY DAVID 57'GERMAIN QUINCY,MA 11' TIBETS,MICHAEL A AVENUE 02169 328055 RUBIO,ADILSON 29 BROOKSHIRE HYANNIS,MA _ USA 22x ROAD 02601 328056 RENAUD,DONALD L 30 BROOKSHIRE HYANNIS,MA 23' &DENISE L ROAD 02601 . CHRISTENSEN, HYANNIS,MA 328057 BRUCE M&SHARON 31 BROOKSHIRE RD 02601 20: L 328064 BRANDO HUNT, CREEL,AMANDA K 366 OLD MILL RD OSTERVILLE, MA 21, ROBERT& 02655 328065 KEIRSTEAD,LORI J 163 SPRING STREET HYANNIS, MA 23S 02601 328066 RASSMAN,JAMES P 173 SPRING STREET HYANNIS, MA 22( 02601 328067 FULLERTON,ADAM C 181 SPRING STREET 229 MILL LN S YARMOUTH, 184 &JENNIFER R TRS REALTY TRUST MA 02664 httD•//66 203 95 236/arcims/aDDeeoapp/AbutterReport aspx?tvpe=PBSP 6/23/2010 L- Bk 25005 Pg 212A#59496 / 4 AbutferReport Page-2 of 3 328068 IMPULSE, LLC 297 NORTH ST HYANNIS, MA USA 19: 02601 38089^.� IMPULSE, LLC 297 NORTH ST HYANNIS,MA USA 19: 02601 328070 VINIOS,NICHOLAS 3&P HYANNIS 200 STUART ST BOSTON, MA USA D5. TRS TRUST 02116 MATHEWSON, IYANOUGH REALTY WEYMOUTH,MA 328071 WILFRED B& TRUST 196 ACADEMY AVE 02188 121" DOROTHY TRS 328072 BORNSTU LIMITED 297 NORTH ST HYANNIS, MA USA 11E PARTNERSHIP 02601 r 1 t,,+,�•//hh 7n� 95 o�(,/arr;mc,/annoP�annlo�r,trPrRpn��-r aa�nX9�7.►P=pR�p � F��3��n�n Bk 25005 Pg 212B#59496 AbutterReport Page.J'of'3 . I 328073 M W V ASSOCIATES 22 CAMPION RD YARMOUTHPORT, 14210/( LLC MA 02675 328074 AVILA,JAMES 174 SPRING ST- HYANNIS,MA USA 4483/0( ARTHUR 02601 328075 GONZAGA, DAWN E 162 SPRING ST HYANNIS,MA 15436/: 02601 328076 MORRIS, KIM %TRUDEAU,GEORGE 160 SPRING STREET HYANNIS,MA 11901/: H&GERALDINE H 02601 328105 SIANO,CERITA J 66 FOREST RD SO YARMOUTH,MA 02664 USA 10598/: 328106 HAWKSLEY,GARY E 177 RIDGEWOOD HYANNIS, MA USA 8884/01 AVENUE 02601 328107� BARNSTABLE, 367 MAIN ST HYANNIS,MA 3138/0! TOWN OF(ARP) 02601 328210001 RIDGEWOOD 297 NORTH STREET HYANNIS,MA USA 9605/0: AVENUE LP 02601 328226 MWV ASSOCIATES 22 CAMPION RD YARMOUTHPORT, 14210/: LLC MA 02675 MATHEWSON, IYANOUGH REALTY WEYMOUTH,MA 328230 WILFRED B& TRUST 196 ACADEMY AVE 02188 12362/( DOROTHY TRS 328232 JACKBOX LLC 41 ROSARY LN HYANNIS,MA 12787/: 02601 M W V ASSOCIATES C/O HYANNIS SOUTH DENNIS, 328235 LLC DONUTS,INC PO BOX 1383 MA 02660 USA 14210/1 329003 BARNSTABLE, BARNSTABLE 480 BARNSTABLE HYANNIS,MA USA NONE TOWN OF(ARP) MUNICIPAL AIRPORT RD 2ND FL 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination 6f abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 612312010. BARNSTABLE REGISTRY OF DEEDS httn•//66 90195 236/arcims/anngeoann/AbutterRenort.asnx?tvne=PBSP 6/23/2010 BENNETTENVIRONMENTALAsSOCIATES, INC© LICENSED SITE PROFESSIONALS 6 ENVIRONMENTAL SCIENTISTS ® GEOLOGISTS ® ENGINEERS 1573 Main Street-P.O. Box 1743, Brewster, MA 02631 508-896-1706 O Fax 508-896-5109 ® www.behnett-ea.com BEA13-10564 July 12, 2013 ®� Mr. Thomas Perry, Building Commissioner Town of Barnstable—Regulatory Services 200 Main Street '2 Q4Z ` Hyannis, MA 02601 �-�.� Y � ,/I �1 A `_ c cs RE: LEASE RETAIL SPACE—WATER PROTECTION DISTRICT e 333 Iyanough Road—Hyannis, MA Dear Mr. Perry, .,/ I-All Thank you for meeting with me and Ed MacKay from Holly Management regarding the interest of West Marine in moving their current business to a 23,000 SF available area at the above referenced property as within the Water Protection District. West Marine will have containerized cleaning, marine lubricants and fuel additive products for sale as a standard part of their retail business. As such, to facilitate business development and utilization of available commercial space in a responsible manner as consistent with the environmental sensitivity and zoning requirements, it is understood that containment must be provided in the case of accidental spillage of such products. As such, I am memorializing our conversation with regards to the engineering controls and practices that will provide both primary and secondary containment to assure that any interior accidental release from containerized products will not infiltrate into the environment. As part of the finishing of the lease space, all expansion joints and any cracks in the concrete flooring will be. sealed with flexible chalking or grout which is chemical resistant. Additionally, the joint between the floor and the steel base plate for the interior and exterior walls will also be sealed in similar fashion [refer to enclosed product literature]. At all entries, the concrete floors will be milled so as to form grooves to direct any spillage to the floors away from these entrances in a manner similar to that used at gas stations or by recessed floor "walk- off mats" that create a sump area similar to that used to capture sand and slush. The sealing of the floor and the joint between the floor and the walls with milled entrances will provide primary containment against an accidental release or spillage from containerized products sold at the location entering the environment. In the warehouse area where such products are typically stored for stocking the retail displays, secondary containment`will be provided where cumulative quantities exceed 25 gallons. Such secondary containment will be provided by pre-fabricated pallets with screened tops. In addition, spill kits will be placed in the 'showroom and warehouse areas for immediate 1 EMERGENCY SPILL RESPONSE © WASTE SITE CLEANUP ® SITE ASSESSMENT 6 PERMITTING ® SEPTIC DESIGN&INSPECTION WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE 6 WASTEWATER TREATMENT,OPERATION&MAINTENANCE JULY 12,2013 HOLLY MANAGEMENT/BEA13-10564 PAGE 2 OF 2 333 IYANOUGH ROAD LEASE TO WEST MARINE cleanup should an accident occur [refer to enclosed product literature]. The locations of these spill kit will be posted and emergency contact numbers listed. In order to proceed with the further negotiations with the perspective tenant, Holly Management needs a written zoning determination if such primary and secondary containment may afford the occupancy of the vacant commercial space for this use. In the case that such use may be afforded within the Water Protection Overlay District, we will provide specifications and plans for the intended containment systems and controls outlined herein. Should you have any questions, or need additional information, please contact me directly. l Si cer;. e 4Da I ONMENTAL ASSOCIATES, INC. e t, RS., LPG., CGWP., LSP. Encl. Technical Literature:Concrete sealants, grouts, epoxies and floor grinders and milling Technical Literature: Containment Pallets/Spill Kits Cc. Ed Mackay, Holly Management Inc. •C,ontec Surface Preparation Equipment Page 1 of 2 Specialty Products, Inc. Home About Products Gallery Contact Equipment&Materials CONTEC Surface Preparation Equipment �C N T E C CONTEC is globally recognized as a forerunner in the design,engineering,and manufacture of outstanding surface preparation equipment. Our product range includes the newest,state of the art: ' • ' • Floor Grinders Floor Planers Mobile Shotblasters Dust Collectors Continuous product innovation, research and development of surface preparation solutions are the hallmark of CONTEC's German roots. . . CONTEC equipment performs on both concrete and steel substrates in a wide range 7 . Vny • • of diverse applications including: r•=�:• S • Concrete Parking Decks. • Commercial and Military Ship Decks • Nuclear Waste Bunkers "' • • • Decorative Polished Concrete • Marble floors,and much,much more RESOURCES: Contec Eouipment Cataloo CONTEC equipment is constantly in action around the world. Whatever your project and application needs are,CONTEC NORTH AMERICA has a machine that SPI Concrete Surface will work for YOU!!! Preparation Guide C* N� TE 4 i .. : {. .. W O RT H .A -ME. RIGA f _ l 4 Your Surface Preparation Partner- What Our Clients Say http://www.specialtyproducts.net/distribution/contec_surface_preparation_equipment.html 7/12/2013 �Contec Surface Preparation Equipment Page 2 of 2 The owner's of Contec actively communicate with their end users.When we have a question or suggestion on a machine modifcation or application we get an answer back almost immediately.They listen to those that use their machines every day. Rental House Equipment Manager Site Menu About Our Company Contact Information Social SPI Home SPI is a leadin rovider of eco-friendly 5660 E.Vir inia Beach Blvd. —" '-" leading:provider Y 9 © eke l�,20 Equipment&Materials concrete repair materials,and innovative First Floor surface preparation equipment sales,service Home Norfolk,VA 23502 and rentals.We maintain a corporate ® FouowJ Tweetl�3i About philosophy of providing our customers with Products the highest quality,earth-friendly materials. Tel: 757.461.6301 and equipment 800.637.2264 Gallery Contact a More sales@specialtyproducts.net Gn to rprvirps Site Specialty Products,Inc. All rights reserved - - .- VA Class A License: 2705-093082A SWAM Certification: 663528 - T http://www.specialtyproducts.net%distribution/contec_surface_preparation_equipment.html 7/12/2013 -Eco Friendly Equipment and Repair Materials Surface Prep Equipment and Concrete Re... Page 1 of 2 Specialty Products, Inc. Home About Products Gallery Contact Equipment&Materials G*N.TEC Contec Surface Preparation Equipment f SPI is a complete resource for CONTEC surface preparation . { equipment.CONTEC is the global leader in concrete grinders, concrete planers,mobile shotblasters and dust collection systems... Find Out More g , �" ww 1 Achieving excellence through knowledge, experience and technology Leading Industry Organizations Why Us? Specialty Products actively.supports and.participates in ACI; ICRI, NACE With a background in surface preparation and a and SSPC.With 85%of all coating and concrete repair failures a direct dedicated experienced staff that includes NACE result of improper surface preparation,SPI has consistently focused its certified coatings inspectors,we have the knowledge business on ensuring our customer's job success through better surface and expertise to help you complete your project preparation and installation methods.Continuing involvement in material quickly and efficiently.Our associates are available 24 manufacturer training and product education classes keep SPI's field hours a day,seven days a week and are committed to service personnel up to date with the latest techniques for successful keeping our clients'jobs on schedule. installations. What Our Clients Say We buy all of our all of our surface prep equipment from SPI and have done so for the last 15 plus years.When we need service or additional equipment to support a project they are always there to help us. North Carloina Flooring Contractor http://www.specialtyproducts.net/distribution/index.html 7/12/2013 J Eco Friendly Equipment and Repair Materials Surface Prep Equipment and Concrete Re... Page 2 of 2 Site Menu About Our Company Contact Information Social SPI Home SPI is a leading provider of eco-friendly 5660 E.Virginia Beach Blvd. Equipment&Materials concrete repair materials,and innovative First Floor surface preparation equipment sales,service Home Norfolk,VA 23502 ® Follow 7weet��] and rentals.We maintain a corporate About philosophy of providing our customers with Products the highest quality,earth-friendly materials Tel: 757.461.6301 Q. and equipment.. . 800.637,2264 Gallery Contact >>More sales@specialtyproducts.net Specialty Products,Inc.O All rights reserved - VA Class A license: 2705-093082A SWAM Certification: 663528 - http://www.specialtyproducts.net/distribution/index.html 7/12/2013 Mapei Coating and Sealers Page 1 of 2 Specialty Products, Inc. Home About Products Gallery Contact Equipment&Materials Coating and Sealers _ Available Through® Mapei Concrete tIV. ' Repair Materials Admixtures Coating and Sealers Mapeifinish Wet Look Concrete Repair Premium,High-Gloss Water-Based Acrylic Sealer Mortars Mapefinish Wet Look is a one-part,water-based, 4 Tech Data Sheet + transparent,high-gloss sealer designed for protecting and Construction Grouts ' enhancing colors in all concrete surfaces-from highly MSDS textured stamped concrete to smooth self-leveling toppings: . r Mapefinish Wet Look utilizes acrylic urethane hybrid resins Corrosion Protection that offer superior abrasion,blush and slip resistance, outperforming most solvent-based acrylics and many Decorative Toppings urethane dispersions. Mapefinish Wet Look is low in VOCs, odor-free,non-yellowing and permeable to water vapor, making it perfect for application on both interior and exterior Exterior Finishing concrete surfaces.With its superior performance combined with user-friendly application, Mapefinish Wet Look is an Moisture Reduction ideal sealer for concrete and masonry. . . Patching and Planiseal HG Skimcoating Clear,High-Gloss,_100%-Solids Epoxy Sealer Compounds . ■ Planiseal HG is a solvent-free,moisture-tolerant, 100%- Tech Data Sheet solids,clear,high-gloss,two-component epoxy sealer Primers for Self- suitable for sealing concrete,and concrete areas.treated MSDS Leveling with skid-resistant Planiseal Traffic Coat. Repair Epoxies Planiseal LVB Low-Viscosity Epoxies for Sealing Concrete Bridge Decks Screed Mortars Planiseal LVB and Planiseal LVB 1168 are two-component, Tech Data Sheet _- very low-viscosity epoxy sealers designed to deeply - " Sealant and dOiDt penetrate into new or worn sound concrete. Planiseal ; MSDS Fillers LVB and Planiseal LVB 1168 seal hairline cracks and -�" penetrate the concrete pore structure to form a subsurface barrier that effectively arrests carbonation as well as Self-Leveling stopping the penetration of chloride ions into concrete Underlayments decks.Both products significantly improve the durability and service life of concrete decks.Additionally, Planiseal LVB 1168 meets SCAQMD Rule 1168 for VOC limits. Waterproofing Planiseal LVB 1168 RESOURCES' Low-Viscosity Epoxies for Sealing Concrete Bridge Decks Concrete Restoration Planiseal LVB and Planiseal LVB 1168 are two-component, Tech Data Sheet Systems eBrochure very low-viscosity epoxy sealers designed to deeply penetrate into new or worn sound concrete. Planiseal.. , MSDS Flatwork Systems �i@ LVB and Planiseal LVB 1168 seal hairline cracks and eBrochure penetrate the concrete pore structure to form a subsurface ,Cold Weather Impact on barrier that effectively arrests carbonation as well as Re airs stopping the penetration of chloride ions into concrete decks.Both products significantly improve the durability and service life of concrete decks.Additionally, Planiseal LVB 1168 meets SCAQMD Rule 1168 for VOC limits. Planiseal Traffic Coat http://www.specialtyproducts.net/distribution/mapei_Coatings_and_sealers.html: 7/12/2013 Mapei Coating and Sealers Page 2 of 2 Epoxy Overlay for Vehicular and Pedestrian Traffic Planiseal T" Traffic Coat is a solvent-free,moisture- ,Tech Data Sheet tolerant, 100%-solids,low-modulus,two-part epoxy jbonding agent and binder engineered for providing a M S D S waterproof and skid-resistant overlay on such surfaces as bridges,elevated slabs,parking garages and balconies. Planiseal I"^ Traffic Coat arrests carbonation and stops the penetration of chloride ions into concrete decks, while providing a skid-resistant,durable and attractive finish. What Our Clients Say Mapei has a material for all elements of our concrete structure maintenance-floors,walls and overhead. Structure Shop Manager Site Menu About Our Company Contact Information Social SPI Home SPI is a leading provider of eco-friendly 5660 E.Virginia Beach Blvd. ® Like�<0 Equipment&Materials concrete repair materials,and innovative First Floor surface preparation equipment sales,service Home Norfolk,VA' 23502 Follow Tweet 0 and rentals.We maintain a corporate ® _� �� About philosophy of providing our customers with Products the highest quality,earth-friendly materials Tel: 757.461.6301 and equipment. . . 800.637.2264 Gallery Contact >>More sales@specialtyproducts.net Go to Services Site Specialty Products,Inc.z�;All rights reserved - _ _ VA Class A License: 2705-093082A SWAM Certification: 663528 - http://Www.specialtyproducts.net/distribution/mapei_coatings_and_sealers.html 7/12/2013 Mapei Construction Grouts Page 1 of 2 Specialty Products, Inc. Hone About Products Gallery Contact Equipment&Materials Construction Grouts Available Through® Mapei Concrete Repair Materials Admixtures .42 ! Coating and Sealers Planigrout 712 Concrete Repair High-Performance,Nonshrink,DOT Grout Mortars Planigrout 712 is a one-component, nonshrink, nonmetallic, Tech Data Sheet cement-based DOT(Department of Transportation)grout " Construction Grouts that meets CRD C621 and ASTM C1107 standards. MSDS Planigrout 712 contains a corrosion inhibitor and silica fume, Corrosion Protection as well as a special blend ofaggregate and plasticizers that provide exceptional placing and performance characteristics. Decorative Toppings Planigrout 740 Exterior Finishing Cement-Based Precision and Tremie Grout Planigrout 740 is a high-strength,fluid,preblended, Moisture Reduction shrinkage-compensated,cementitious precision and tremie Tech Data Sheet grout composed of selected fine aggregates and special Patching d lillg an additives.Planigrout 740 requires only the addition of water. k; MSDS Patchingtin to produce consistencies from plastic to very fluid,without 1 separation,which allows the filling of hard-to-reach spaces Compounds r- and underwater repairs.Containing anti-washout agents and Al 4# shrinkage-compensation agents,Planigrout 740 provides high compressive and flexural strengths relatively quickly Primers for Leveling Planigrout 755 Repair Epoxies Cement-Based, General-Purpose Construction Grout Planigrout 755 is a one-component,nonshrinking, Screed Mortars cementitious construction grout consisting of selected fine aggregates and special additives. Planigrout 755 requires ,Tech Data Sheet Sealant and Joint '� only the addition of water:to produce consistencies varying Fillers 2 from dry pack to flowable.It produces excellent compressive , MSDS 1 and flexural strengths within a few days l Self-Leveling Underlayments Planigrout 830 SP High-Performance, Three-Part Epoxy Machine Base Grout Waterproofing Planigrout 830 SP is a three-part, 100%-solids, high- performance precision machine grout for the support of heavy equipment. Planigrout 830 SP utilizes an engineered Tech Data Sheet ResouRces: blend of graded aggregate combined with epoxy resins that Concrete Restoration produces a grout with exceptional flow and void-filling S$; MSDS Systems eBrochure capability. Planigrout 830 SP is chemically resistant and '- features an exceptionally homogenous distribution of. Flatwork Systems aggregate.This makes it ideal for grouting base plates eBrochure exposed to the dynamic loading and continuous vibration produced by heavy industrial equipment. Cold Weather Impact on Re airs What Our Clients Say http://www.specialtyproducts.net/distribution.✓mapei_construction grouts.html 7/12/2013 Mapei Construction Grouts Page 2 of 2 Mapei has a material for all elements of our concrete structure maintenance-floors,walls and overhead. Structure Shop Manager li Site Menu About Our Company Contact Information Social SPI Home SPI is a leading provider of eco-friendly 5660 E.Virginia Beach Blvd. ® l,kea�20 Equipment&Materials concrete repair materials,and innovative First Floor ® FoIIowl I Tweet�0 surface preparation equipment sales,service HomeNorfolk,VA 23502 and rentals.We maintain a corporate !..............._ About philosophy of providing our customers with. Products the highest quality,earth-friendly materials Tel: 757.461.6301 m A. and equipment. . . 800.637.2264 Gallery Contact »More sales@specialtyproducts.net Gn to Servires Sita Specialty Products,Inc.<g All rights reserved VA Class A License: 2705-093082A SWAM Certification: 663528 l http://www.specialtyproducts.net/distribution/mapei_construction grouts.html 7/12/2013 Mapei Sealant and Joint Fillers Page 1 of 2 Specialty Products, Inc. Home About Products Gallery Contact Equipment&Materials Sealant and Joint Fillers - .. Available Through® - 4 Mapei Concrete Repair Materials d Admixtures Coating and Sealers Mapeflex P1 Concrete Repair One-Component,Nonsag Elastomeric Polyurethane Sealant Mortars DaMapeflex Pi; is a high-performance,one-part elastomeric Tech Data Sheet polyurethane sealant and adhesive; Mapeflex Pi offers Construction Grouts excellent adhesion to most surfaces,superior gunning ands, MSDS tooling,as well as excellent flexibility for moving joints. Corrosion Protection Mapeflex Pi; meets the requirements of ASTM C920,Type S,Grade NS,Class 25,Uses NT,T,M,G,A and O;TT-S- 00230C,Type II,Class A;AAMA 808.3-92; and CAN/CGSB- Decorative Toppings 19.13-M87. Exterior Finishing Mapeflex P1 St One-Component,Nonsag Elastomeric Polyurethane Sealant Moisture Reduction Mapeflex Pl SL; is a high-performance,one-part elastomeric Tech Data'Sheet polyurethane sealant and adhesive. Mapeflex Pl SL offers ' Patching and x excellent adhesion to most surfaces,superior gunning and ,MSDS Skimcoating ' tooling,as well as excellent flexibility for moving joints. Compounds Mapeflex Pl SL meets the requirements of ASTM C920,Type S,Grade NS,Class 25,Uses NT,T,M,G,A and O;TT-S- 00230C,Type II,Class A;AAMA 808.3-92; and CAN/CGSB- Primers for Self- 19.13-M87. Leveling Planibond JF Repair Epoxies Semi-rigid epoxy joint filler Screed Mortars Planibond IF is a two-part, 100%-solids,moisture-tolerant, Tech Data Sheet semi-rigid epoxy joint filler. Planibond IF meets ASTM C881 and ACI 302 requirements as well as USDA , MSDS Sealant and Joint specifications for food-processing areas.The self- Fillers �N leveling Planibond IF is ideal for filling and sealing C $ horizontal non-moving saw-cut control joints and random cracks. Self-Leveling Underlayments Planiseal Rapid Joint 15 Waterproofing Self-Leveling Polyurea Floor Joint Filler Planiseal Rapid Joint 15 is a 100%-solids,two-component; Tech Data Sheet RESOURCES: £ rapid-curing,polyurea elastomer joint and crack filler. Concrete Restoration Planiseal Rapid Joint 15 is designed for supporting non- MSDS �» moving joint nosings exposed to forklift and steel-wheeled Systems eBrochure . traffic.Planiseal era Rapid Joint 15 features broad temperature p o p o Flatwork Systems capabilities,can address joint movement of 10/o to 15/o, eBrochure and cures quickly so that repaired joints can be re-opened to traffic almost immediately after application. Designed Cold Weather Impact on with enhanced application characteristics,excess Planiseal Repairs Rapid.Joint 15 can be shaved easily,and will typically not leave a stain on surfaces adjacent to joints. What Our Clients Say http://www.specialtyproducts.net/distribution/mapei_sealantsjoint_fillers.html 7/12/2013 Mapei Sealant and Joint Fillers Page 2 of 2 Planitop 12 was a perfect fit for our recent tunnel repair project.It was cost effective and user friendly. DOT Contractor Site Menu About Our Company Contact Information Social SPI Home SPI is a leading provider of eco-friendly 5660 E.Virginia Beach Blvd. ® - Lke��2o Equipment&Materials concrete repair materials,and innovative First Floor T surface preparation equipment sales,service Home Norfolk,VA 23502 ® Fouow, I Tweet; o and rentals.We maintain a corp orate About philosophy of providing our customers with Products the highest quality,earth-friendly materials Tel: 757.461.6301 Gallery and equipment. . . 800.637.2264 Contact >>More sales@specialtyproducts.net Go to Services Site Specialty Products,Inc.•9 All rights reserved VA Class A License: 2705-093082A SWAM Certification: 663528 r i http://www.specialtyproducts.net/distribution/mapei_sealantsjoint fillers.html 7/12/2013 Mapei Repair Epoxies Page 1 of 2 Specialty Products, Inc. Home About Products Gallery Contact Equipment&Materials Repair Epoxies - Available Through® •14 {- ^ri Mapei Concrete p ° t J c Repair Materials - r 3 �< � � ,�� t' �,�•, � ' Admixtures Coating and Sealers Planibond AE Concrete Repair High-strength,nonsag epoxy anchoring gel Mortars Planibond AE is a high-strength,two-part, nonsag,epoxy Tech Data Sheet anchoring gel designed for a wide variety of bonding and ° Construction Grouts repair applications. With VOC compliance and low MSDS odor, Planibond AE meets ASTM C881 requirements Types Corrosion Protection q I,II,IV and V;and Grade 3,Classes B and C; as well as USDA specifications for food-processing areas. Planibond AE is moisture-tolerant and may be extended with graded Decorative Toppings sands. Planibond AE adheres to masonry,concrete,steel and other structural materials. Exterior Finishing Planibond CR 50 Moisture Reduction Low-Viscosity Injection Resin for Crack Repair Patching and Planibond CR 50 is a two-part, low-viscosity injection resin Tech Data Sheet Slcimcoating that deeply penetrates the finest hairline cracks,restoring Compounds i the structural integrity of concrete.High-strength and MSDS p moisture-tolerant, Planibond CR 50 meets ASTM C881 requirements Types I,II,IV and V; and Grade 1,.Class B Primers for Self- and C; as well as USDA specifications for food-processing Leveling areas. Planibond CR 50 may be applied by pressure injection or gravity feed,and can also be combined with sand to become an epoxy mortar or grout. Planibond CR Repair Epoxies 50 features a fluorescent tracer dye,allowing easy analysis of penetration in repair core samples. Screed Mortars Planibond EBA Sealant and Joint High-Modulus Epoxy Bonding Agent Fillers Planibond EBA is a two-component,multipurpose high- Tech Data Sheet i - modulus epoxy bonding agent. Planibond EBA is nonshrink, Self-Leveling 100%-solids and moisture-insensitive.Planibond EBA is , MSDS Underlayments used primarily as a bonding agent for screeds and repair mortars,with applications for anchoring and crack repair. Waterproofing Planibond EBA meets ASTM C881 requirements. - RESOURCES: - Concrete Restoration Systems eBrochure Flatwork Systems el3rochure Epoxy Anchoring and Adhesive Applications What Our Clients Say Mapei has a material for all elements of our concrete structure maintenance-floors,walls and overhead. Structure Shop Manager http://www.specialtyproducts.net/distribution/mapei_repair_epoxies.html 7/12/2013 Mapei Repair Epoxies Page 2 of 2 Site Menu About Our Company Contact Information Social SPI Home SPI is a leading provider of eco-friendly 5660 E.Virginia Beach Blvd. Equipment&Materials concrete repair materials,and innovative First Floor Home surface preparation equipment sales,service ---- ------- -- Norfolk,VA 23502 I Follow Tweet)o and rentals.We maintain a corporate ® 1 � I �L� About philosophy of providing our customers with Products the highest quality,earth-friendly materials Tel: 757.461.6301 o— and equipment.. : 800.637.2264 Gallery Contact »More sales@specialtyproducts.net Go to SPrvICPA SItP. Specialty Products,Inc.J All rights reserved - VA Class A License: 2705-093082A SWAM Certification: 663528 http://www.specialtyproducts.net/distribution/mapei_repair_epoxies.html 7/12/2013 1 r Purchase Drum Spill Containment;Secondary Spitl Containment,Spill Containment Pallet,Eagle Spill Containment At Globalindustrial.Com 7/2/13 12:18 PM Ltuy Material I landling Equipment.Cans.Platform 7aickS.Pall.;a Jacks,Lifts,Dolrics.Ladders and More at®Global Indust ial at Everyday Lo:v Prices!. . 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Lab PaclkssL.. www.northernsafety.com.Safety Maintenance ., lrttp://wwrd.goog[e•conl/a+reahp?hl=en&tab=lw=hi=en&gs._rn=]8&gs d=...yr.&hvm=bv.43572450,d.dmQ&fp=27a6fbfOfOe23d6a&bi%V=1024&bifi=568 Page 142 Spill Kits - Spill Control Supplies - Safety - Grainger Industrial Supply Page 1 of 4 .GRAINC7ERe Sign In I©Sign Up for Email I New Customer?Register Now I I Help )1lt/� •• - - Catalog I Find a Branch I Cart Contains:(0)Items I PRODUCTS ( RESOURCES SERVICES WORLDWIDE : REPAIR PARTS Home/Safety/Spill Control Supplies 13/ Spill Kits and Stations El iSearch within these results 372 Products Found View 16 per page v <Pred 1 2 3 4 5.:.24 Next> Refine By Item Sort by I Top Sellers v Change Display: o Ertl 000 Grid Select ®I Grainger Item#and Description I Compliance I Brand& I Catalog I Availability I ShiJJJp I price I. ❑Chemical Spill Control Cabinet Ilems to I &Notes Model# Page# Quantity Fill(1) Spill KI%5 gal.,Universal BRADY SPC 2653 Typically in 1 $62.30 i❑Chemical Spill Control Cart yf Item#2GU51 ABSORBENTS Stock 0 Fill(1) Spill Kit,Container Type Carrying Bag, SKA-PP Container Size 16 In.H x 20 In.dia.,Volume K7 Check j❑Chemotherapy Spill Kit(1) n Absorbed Per Pkg.5 gal.,Fluids Absorbed Availability E❑Dock Spill Kit(1) Universal ❑Double Spill Control Station - - - - Refill(2) ❑Drum Leak Kit(1) See All:Spill Kits and Stations I View More 5.0(out of 5)1 Read All Reviews(1) . i Fluids Absorbed More Info Add.to Personal List Quantity Spill Kit,15-1/41n H,5 gal.,Universal OIL-DRI 2853 Typicall in 1 $50.70 ❑Chemotherapy Drugs(1) Item#2KE66 L90435 Stock. ❑Fuel Spills O Spill Kit,Container Type Bucket,Container Size 2 *, i P � 5 gal.,Volume Absorbed Per Pkg.5 gal.,Fluids Check i❑Maintenance(56) Absorbed Universal,Includes(2)Socks Availability i❑oil Only/Petroleum(85) ❑ %1 El Universal(113) ❑Universal/Hazmat(3) View More I See All:Spill Kits and Stations iContainer Type �i 7�17 i� Be the first to write a review More Info Add to Personal List Quantity 1� ❑Bag(2) ------- ;_... __ _.._.... __::_.__-_______ El Box(1) Spill Kit,17 gal.,HazMat OIL-DRI 2853 Typicall in 1 $196.50 Item#STR26 . L90894 Stock El Brute Container(5) Spill Kit,Container Type Drum,Container Size El Bucket(16) JQ 20 gal.,Volume Absorbed Per Pkg.17 gal., Check 111 Fluids Absorbed Universal/HazMat Availability +❑Cardboard Box(9) ❑ j❑Cardboard Box Cart(3) !! View More i Container Size See All:Spill Kits and Stations *k*C*5.0(out of 5)I Read All Reviews(1) ❑11"L x 18"H x37"W(1) More Info Add to Personal List Quantity 0 [❑12"Lx12"Wx15"H(1) ❑12-1/2"H x 22-1/2"W(1) Spill Kit,6 gal.,Universal STARDUST 2854 Typically in 1 $48.35 ❑13"H x 10-1/2"W(1) )-- Item#2NCU8 D715 Stock rr, Spill Kit,Container Type Carrying Bag, 13"H x 13"W x 20"L(1) Container Size 21 In.L x 15 In.W,Volume Check Absorbed Per Pkg.6 gal.,Fluids Absorbed Availability I❑15"H x 21"W(1) ❑ Maintenance View More Volume Absorbed Per Pkg. 9 See All:Spill Kits and Stations 4❑1 gal.(4) �' Be the first to write a review t❑1/4 gal.'(2) More Info Add to Personal List Quantity 1� ❑10 gal.(9) _......._. It 0 11 gal.(11) ❑ Spill Kit,Can,23 gal ,Universal ENPAC 2854 Typically in 1 $349.50 ❑11.5 gal (1) 0 Item#4TAJ6 13-30-U PI Stock t-a Spill Kit,Container Type Drum,Container Size ❑110 gal.(2) (m1 30 gal.,Volume Absorbed Per Pkg.23 gal., Check Fluids Absorbed Universal Availability View More Select Compliance Brand Catalog Ship �-Items to�I Grainger Item#and Description I&Notes I Model# Page# Availability I Quantity I Price http://www.grainger.com/Grainger/wwg/search.shtml?op=search&N=27652&in dim searc... 7/8/2013 Town of Barnstable OET"E=Ow Regulatory Services ti II Thomas F. Geiler,Director ' B" `�'MASS. ' Building Division 9 ass. E1 M. a Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINVINQUIRY REPORT Date: (r, (o Rec'd by: pO-r('1S t,� S Complaint Name: Map/Parcel Location v , Address: Originator Name: 32n k n e.r Street- Village: State: Zip:. Telephone: S D? ' 363`I — (n cd (n 1 Complaint Description: ��[;,per i]ei n!!� YY)rA,4 e—' S+er ,, n A -tu rn I-�-y re n r,oe 47s �- rm i 5 e_ l Kfu re- o r- T � � FOR OFFI USE ONLY Inspector's Action/Comments Date: Inspector: Additional Info.Attached , 4" Assessdr'is map and lot number. ................................ *THE ............Sewage Permit number A14- 13ARNSTAXLE. Housenumber ........................................................................ M,W& 1(39. TOWN OF BARNSTABLE BUILDING INSPECTOR ... ............0.1) APPLICATION FOR PERMIT TO ........................... ............................................................ TYPEOF CONSTRUCTION .......................................... ......................................................................... ..................af. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............ ......a.2....................................................................................................................................................... Proposed Use .......... -E. .......... ........ 16 t .................... ................................ Zoning District .................... ..................................................Fire Distric P iz000ee) Address91 -)"9 Name of Owner 6 - (" .............................................................. ...................... ........... Name of Builder /A.,—...........Address .......Oei).P..N.... ............................................. Name of Architect .....li;ffl.........Ke..4.4 Address .... .................................. Number of Rooms ..................................................................Foundation ..................Y/ /x�? ................................................ Exterior .......... .......... ................................Roofing .................................................................................... Floors .......... ......................................................Interior ......., yv� .................................................................. Heating .......-./--4.V......................................................................Plumbing ............................................I...................................... Fireplace ..................................................................................Approximate Costa.......'y..... ...n .................................... Definitive Plan Approved by Planning Board -----------—--—--—-----------19--------- A rea Diagram of Lot and Building with Dimensions Fee .... ..... . .................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of*the Town of Barnstable regarding the above bove construction. Name 14.1nf.......................... Construction Supervisor's-License .... R. B. CORCORAN CO. A=3.2 8-,-6 9 L ? .2 F-4 l I ' 25001 REMODEL Na ..............._ Permit for .................................... 01 OFFICE/WAREHOUSE ............................................................................... Location ...Route 28..................... .................. S ......................................... Owner R*. .....................................................CrcoranCo. . . a n S C 0 co . .... Type of Const ion .....�:?r�za�rne .................................... ................................................ .............................. Plot ............................ at ................................ April 25, 83 Permit Grant ........................................19 2 Date of Inspection ............... ...................19 Inspection Date Completed ..... .........................19..... a Mix BAR.NSTABL-E Sewage Permit number r-um BUILUNG INSPECTOR TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Name of Architect .. ......... Address ......... .................................... 7 Heating ........4 Diagram of Lot' and Building with Dimensions Fee .... . ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the � ^ � � � ! ` � above ----------'—'~ � Construction Supervis6r's License -----------'' � � -7 R. B. CORCORAN CO. 7 ' 25001 REMODEL No ................. Permit for .................................... OFFICE/WAREHOUSE Route 28 Location ..................... �� �!i-E'1• (�i'L > Hyannis �f Owner .....R. B. Co.rcoran. . . ....Co.....* .......... .... .. .... .. .... .. . . f Type of. Construction' ...Frame.......... i .....L............'...... .. ............ ................................................................ Plot .. Lot ................................ ; Permit.Granted April 19 k _ Date of Inspection ....................................19 , Date Completed ........ ..................yti....�:..19 • r t . TOWN OF BARNSTABLE SIGN PERMIT PAIEL ID 328 069 GEOBASE ID 24447 ADDRESS 333 IYANNOUGH ROAD/RTE28 PHONE HYANNIS ZIP — LOT 30 & 31 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 62671 DESCRIPTION CHURCH OF THE FIRSTBORN/UNDER 6 SQ PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 pU CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * ■UMSTABLE, Mass. BU DIING DIVI-R ON DATE ISSUED 07/29/2002 EXPIRATION DATE ~ j i 7 Town of Barnstable 4111E Regulatory Services Thomas F.Geiler,Director • BARNSTABLE, MASS. a i639 Building Division • 10� AIFo �a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant:► }_ Y•`F�£ , � I �Assessors No. �� la Doing Business As: 6 N V (ZC A Telephone No. Sign Location Street/Road: 7- Y A rJ k Zoning District:_Old Kings Highway? YA& Hyannis Historic District? Yes o Property Owner Name: _Robe-x i oP. 6A1@ej Telephone: (-or) 777,— f/e Address: t? . Boy 3 10 Iy IV/V)a N 6260] illage: �j Q r (0 9 J. , Sign Contractor -4 3 3 Name: R- �� i� i Telephone: -OK) -7;1Ilk Address: 3 7 r i✓dJ�l�o� ��,, Villa e: �✓i ' T- gi✓ Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye& (Note:If yes, a wiring permit is required) I hereby certify that.I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. ' Signature of Owner/Authorized Agent _Date: 7 L a 0 7- , Size: Permit Fee: A-7� Sign Permit was approved: Disapproved: Signature of Building Offici J Date: Signl.doc rev.122801 Y F 333 1 Welcome to Church Of The Firstborn Where People Become Followers Of Christ <-- Li Gnkd i � Q J'TQ rl �� a*-L , � T Le-4er- �, -�)� ® Uj00C\ CsntiS41'v,Q 7k' O tj R t-®c^--UIC) N ® F PRC) F* ER-T r° I-INES nnONY MC)-IF 13E ACc:LRI-IE _S1A�dQ��� l�(i�:.i�Q. --T—'--- - dry. NOTc clot ail symbu.,will appua uit a rrw ��'_^— � �I �•, � Ef)bE 11t t7tCIE7Rj l.11�5 fKit T . ORMARD OR NURSERY �. t' Y ', V EWE Of'COtTE ERitit iftE: MARSH AEA / � illGE tl S4`AIEK / r D1ni n.ilAO DRWMAY PARKING 1.01 PAVED ROAD — - - -- DRAINAU OHM 1 + PATH 1 TRAM su 11a �__ _......_MAT'# 21 _.._ _PARciE�lTr�at;k �� N MAP 328 = le� a__..-_tlutlSENUWEh P 328 - - a i:OOT CCTit10UR UNE = ) J ----rds--.• TO TOOT COtdTOUI(li?dt J l favaliun iwsed on NGVG ' 6333 349 ' fE.NCc ~ r ,-r- ''h s 1 ROAD TnA0 LA ULGC.CT:l PiET; o ihAEdtiOIE T O VV H O F 6 A R N S T A 8 L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T e M Y i3 H 1 Y � ftiiX;rl;iK.Ril+. tt .0 `>IIY tit) w PRINTED SCALE:IN FEET *NOTE:lhis map is on enlargement of a >*NOTE:The parcel lines are only graphic teptesentotions DATA SOURCES: Plonimet its(roan-mode ftalures)wera iutalp afed Fra+n T 995 ueiiat phatuyiop s i lte lurne I'=100'scale ma and may NOT meet of property boundaries.They are not true localions,and W.SeMil Com an.To rah and lotion were role eJW 4111i i 969 otiial hot'w hs a of OD iif'+PJi i P Y D PeHY ey P Y Y�J p Y +e9 W p mJ Y Y ..py 0 10 QQ National Mo�Accuiocy Standmds at this do not represeol actual relationships to physical objects Cmpomtion. Planirnenics,topography,and vegetation were mapped fa meet NoIlorlal Mop AC'Nluet luudsrit , , t t„t p t LT n n•;d s I INCH—40 FEET + enlarged xo e. on the mop. at a stole of 1'=100'. Pouel lines were digitised burn 2001 Town of BuwsUle Atszisoi s IaA milp t NOTES: V L BOX SA IG N� 1 \ �\ / ... 1. THEE LOCATION OF EXISTING UNDERGROUND UTILITIES PLANTING SCHEDULE SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANYEXCAVATION ON SITE, d p CON SHALL MAKE THE IEQUIREDT72 HOURVATING NOTFlCATIONTRTO ACTOR DIG HERITAGE CLUMP BIRCH W-10'. 6 SAFE(MAY HAVE CABLE, AND ANY OTHER UTILITIES Ad �Ne \ \ \�A•� WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE eE7Uu AxnA NEPoTADE• PROPOSED EDGE �� CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 0OI OCUS OF PAVEMENT ✓ \ \ \ n / 2. ALL MECHANICALS TO BE ROOF MOUNTED AND14 J SCREENED FROM VIEW. CID6ER RED MAPLE 3'ca_ 13 3/ 4 A CERRUBRUMRUM 1xmBER rxORr SAw-CUT Ea a ® / 3. SEE DETAIL SHEET FOR OTHER NOTES. q PARVEMENT mEMOVE LAWN \\ \ \Tq\\ @� ,m cN/Y C. a'-5' 11 •R�y.�� \ \ \ N O -NORTHERN ARROWWOOD 05 DEN TA RIM 3B sl+RI MAIDEN GRASS g5 19 AOSCANR/US S/NENSIS T,RAOLL/MAS• ENTER SIGN DONOT HEAVY METAL SWITCIIGRASS 02 40 _ y! PAN/CUM Y. HEAVY METAL'' ZING �' \ 2 \ O -HELLER'S JAPANESE HOLLY 02 10 W �.\ \ 8 `�� -NII°(lux�UE A 07 42 LOCUS MAP .• PARKING LOT•A• � - \ T,q\ \ / HYDRANGEA M. NIKKO BLUE SCALE 1'=2000't ME Al- \``� \ TF\ 0aA�y�\` -Pal RHODODENDRON 24•-30• +8 � LOT AREA: 100,288 SF 2.302t AC. Bg. \ y/G+y\ Q \ / RHOD01000ROV X PAr ASSESSORS MAP 328 PARCEL 68&69 COVER I o �' \�� �•� UY`� «SHAMROCK aKBERRY 05 39 wIPFs _ O /ux[X,IBRA 37+Aaeocx' LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN EMO a�'A L Re� \� ` LAWN \ / <q Y� `\�� /� `� NCELSEY RED TMc DocwooD ah ON COMMUNITY P.NEL#250001 CDOC DATED �9 8-19-1985 ! L0gD1 c D �`c 410,/7 � '� casvus s7acrA x¢sr }oo S' 00 kiN M F\ \ \ �� �W L",.v�E r #1 12 OWNER OF RECORD / .rp, O C \ qq� \ \ ® JAPANESE SPURGE B.R. 75 IMPULSE, LLC 3. C N N�0 \ PROPOSED\ \�\ \ PAOLYSANDRA n5aWAUS 297 NORTH STREET METAL / 3 P \\ Ak- EXTERNALLY LLY \ HYANNIS, MA 02601 COVER % r gIHN. / O p o v. A` ?J� \ \ \/ -DECIDUOUS SHRUBS 677 TREES +9 REFERENCES -EVERGREEN SHRUBS 67 ORNAMENTAL GRASS 71 MAP 328 PCL 230 3 j' / \ �� �FIq �\ Y4 PROPOSED WALL PROPOSMOUNTEED LIGHT DEED BOOK 19132 PAGE 219 IYANNOUGH REALTY TRUST \ h/ \ \ ) PROPOSED LIGHT POLE PROPOSED UPLGHTDEED p7I nANNOUGH ROAD �' / \/ \ \ w \ \ DEED BOOK 1885 PAGEE207 DB 12362 PG SD mPLAN BOOK 4 E 5\ PLAN BOOK 37PAGE77 . ga Do NLAWN OT SIGN � �'cv> \ \` SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO ALL SHEETS) XIST•IN \ PROPOSED GRANITE \\ LOT COVERAGE: !( o I'I,/D^I/ WATER FEATURE du/L 1Y / �� EXISTING BUILDING COVERAGE: 51.6% / 3w 4 S �( _ ON y TURN \ ZONING SUMMARY EXISTING PAVEMENT COVERAGE: 41.6% METAL N COVER (D / �`-�,. / ZONING DISTRICT: HG HYANNIS GATEWAY DISTRICT TOTAL EXISTING IMPERVIOUS COVERAGE: 93.4% / `• Q 7LT7 SIGN` g DACES 'f I ( REWIRED PROVIDED EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED / ={- MIN. LOT SIZE 40.000 S.F. 100,288 S.F. SITE ' •� \ MIN. LOT FRONTAGE 50' 605' MIN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE: :34.478/100288= 34.38% NC LOT / MIN. SIDE SETBACK 20' 0.6'EXIST. PROPOSED PAVEMENT COVERAGE: :48,593/100288= 48.44% — MIN. REAR SETBACK 15' N/A COR. LOT /^ MAX. BUILDING HEIGHT 40' 2:h. TOTAL PROPOSED IMPERVIOUS COVERAGE: 82.83% 1 / / MAX. BUILDING HEIGHT 3 STORIES 1 STORIES <93.4%EXISTING, O.K. MAX. LOT COVERAGE 80% 82.8.%(93.4%EXIST) FLOOR AREA RATIO 0.8 0.36 SITE IS LOCATED WITHIN WP WELLHEAD PROTECTION OVERLAY DISTRICT OPEN SPACE ` 17,157 SF 17.11% (EXIST. 6.6%) IMPERVIOUS LOT COV. 83,071 SF 82.83% (EXIST. 93.4%) II /AR." / i` /! MUNICIPAL SEWER CONNECTION IS EXISTING LAYOUT & LANDSCAPE / PLA FG�J _ PLAN OF LAN® t.•i / AT RUS 4'-6' ` A% ! #349 & #333 IYANNOUGH ROAD x B RD TYP. i / PARKING SPACES: 1 RACE D ORS PqD P�� SCR ENWG A R }.� / REQUIRED PARKING IN COM+• I .. t t4 �ENIN F CS WITH - � / SPECIALTY RETAIL TO BE DETERMINED BY ! BUILDING COMMISSIONER/PLANNING BOARD HYANNIS (BARNSTABLE), MA I fig ` •' ! PROVIDED: 80 SPACES. INCL 4 HCP. .. -= - '•GoNC =b fA. SHOPPING CART CORRAL NOT UTILIZED PREPARED FOR . .:.: ".'..PLATFORU'. STY ..','.. 8 �30:.:•�4if\� .+ , _ .• .: taXta °pEMtsq LOAQWC > ( `_ m J SEE TRAFFIC MEMO DATED 8-17-2010 IMPULSE, LLC ARrA `R b+D j y DATE: 4-26-2010 ADER 42 0 '"E REVISED: 5-11-2010 SPR COMMENTS) Egg_.M. ��Org G .FORM.. E;bS " . - 78 \ .. �Lo4OI G ! Swlz.1"=20' 6•CNRY e•mtt � �I n � oGOK � _ '� REVISED: 5-24-2010 (ADD'L SPR COMMENTS) +O•CHRr 0 10 20 30 40 50 FEET REVISED: 6-22-2010 (ADD'L SPR COMMENTS) MAP 328 Pa 43 +o oaL 9 _.,.,—'�- REVISED: 7-21-2010 (SCREENING) v#16 N.O ulcr A.OAD s•oAK 6 6RcHRrs7 Q iE>z_;_`_,�_, ,PAVEMENT _ _ REVISED: REVIS 7 (PER P8 /16 BR001(518I✓E ROAD _ DO 750 PG 1 S 11 11 6"CH Y E _ ,�_ ��_ PROPOSED MAP 328 I 44 OAK �� ""� t� EXTERNALLY JOHN P a+Lyra M a"cHRr r _ �jC� ��\_ y UT SIGN REVISED: 8-17-2010 (REDUCED FOOTPRINT) DOHERTY PA 6•CHRY GARAGE •o �"� vEMEN - REVISED: 5-23-11 (MHWY REQUIREMENTS, RIM GRADES) p7 BRooKS/1IRE ROAD e T y ,REVISED: 7-27-11 (CLARIFY GRADING, MHWY COMMENTS) DS 10371 PG 284 D 6'87OpE�E 5•C.1—HRY " �* 11771 e 9 a1 of �1NpF REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) 4•CHRY �'� TM EA > DANI i' MrUEi w H 508-362-4541 S Ag 2"OAN S 76`t•O4. 8 t4 P STOP �A� > fo.508 362-9 SHEET 1 OF 5 P p.6eV(A'p MAP 328 PCL 67 E .7?B7 SIGN No.10980 No.afS02 g y AIBI P II JaREET down cope engineering, inc. y 7 $ P.FULLERTON.IRS 10 P N Pam"?• 151E' e /781 SPRING STREET UPOLE I � qNR UR '�'NAl L�� P 9 DB 18447 PG 69 BRACE ZA2-ZOI7' LAND SURVEYORS _o4-3za�A5E-o9.Dwc °�RHANc l 1 DANIEL A. OJALA PLS PE DATE (aRG) 939 MCI Street - YARMOUTHPORT, MASS. % ( I v 5La ; GN� \ t � SIAALL`, \ - � � BUSHES ��\� \ �•/ \ : \ � �� �j A y/ M\� CONNECT TO LEGEND y° ...LIGH/L /� c e NTgW40t, \EXISTNC;SN / I (0 w/T UTILITY POLE t PROPOSED EDGE GUY WIRE OF PAVEMENT -" YY \ owe `, OCUS bt.u.I \ \ \ s bS SEWER MAN HOLE COVER -� 1 A \ , STING 8"JYATCR, \ I DOA OT / / \ CONNECTION 7RIS,RZA\ \ \ I @� 8 SAW-eui a -__ / ENTE SIGN �j �'�. "\-s \y ® 't WATER SHUT OFF VALVE e o \. r. �.� C$P REMOVE �- / - L:.:`! ` O.I�LAWI+ ROPOSED 8" \ ®� PAVEMENT w� 1D12 40 A /.,-,,SS TSkG \ - •-� I,• � :.;:.L� A \ � HYDRANT - a \I J2^ 360'(i'1'P.) _ ® .:40.0 �� o� \ _ ll, TRAFFIC/STREET SIGN U ) / 00 - 5 Sl. S'I i.F: .,� ENTER sleN �: 3 W\\ xaa,ez R\� ` \�� �� v SINGLE POST SIGN Ste yi W;P st. ^.1P13 ® DOUBLE POST SIGN IK 21 I /..:,..•'.9�:I/I `pp.. \k\ �rF\\!lam \ �\ ��\�, ' - DING w \12',NV 35O y �'S \ 28\ \ / ASSESSORS MAP 328 PARCEL 68&69 \ ___ STOCKADE OR SPLIT POST-RNL FENCE �__-__-ar- LOT AREA: 100.268 SF 2.302f AC. i - LPt4 PARKING LOT"A" OHE — OVERHEAD ELECTRIC LINE METOAL ( � A \ T �'� 0 3< � _\ \���� ,..,.: \W\ r \� O \ I t at Ly1Aj y/0, \ —W— UNDER GROUND WATER LINE covER zaJss I 1,�n,., : •::.R <,"':, �; ti� LOCUS MAP I � i4 ddd���'''a,,,fyy000�' / ,V � � �� � �Q� � �� Wi �\ —E— UNDER GROUND ELECTRIC LINE SCALE 1"=2000't —G— UNDER GROUND GAS LINE ASSESSORS MAP 326 PARCEL 68&69 - -- �' ' ----------- a✓- l G s) a�w19r/ \ " -_ _ y' PROPOSED BUILDING MOUNTED LIGHT LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ---- --' ON COMMUNITY PANEL#250001 OOOC-DATED 0 PROPOSED POLE LIGHT ORA F ` \ B-19-1965 �pNN PROPOSED\ \ ME rA , ,� HANDICAP PARKING \ I1L f? EXTERNALLY \ / COVER 3 R1ryK. t 8 \\�\\3•'J� /f�' "l+\ GN EDP EDGE OF PAVEMENT OWNER OF RECORD IMP MAP 328 PCL 230 ; \ ���•,sS �k`�i6xp/ STEEL MANHHOLE COVER 297U NORTH STREET ULC IVANMOUGH REALTY TRUST 5 p7t IVANN0UG11 ROAD / �� ��_� \�� HYANNIS. MA 02601 GAS METER 'DO CATCH BASIN NOT / \ J'o�`y„4"@.�. u + :,r• \ ,,. • REFERENCES DEED BOOK 19132 PAGE 219 \ CONCRETE WHEEL STOP DEED BOOK 12760 PAGE 215 DEED BOOK 1885 PAGE 207 XISTfNG j/ / \\ �� ;PROPOSED GRANI EXISTING SPOT GRADE TE \\ \ GAS SHUT OFF PLAN BOOK 604 PACE 35 T TURN WATER FEATURE PLAN BOOK 37 PAGE 77 ( BU�1L,D{4N / 3 LEF at lap.sl� LAWN,•�� a `� r 4,�/ S •ONLY SIGN \ q °9 = SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO METAL':- / °� \ O \ /• ALL SHEETS COVER -%l?N DO NOT \ \ !a � EXISTING CONTOUR ) \ ss \ .c-)�1EN tER s 3 SPA \�(a0,3 CB5 S I� REF. MASS HIGHWAY PERMIT FILING$5-2011-0136 EN NOTE: REFERENCE ARCHITECTURAL DRAWING FOR / \ 1, COMPACTOR PAD,BOLLARD DETAIL SHEET AS CIAMPIETRO ♦ r/ % / 10 `—we \ la RIM.: 40.0 I 1 - / ARCHITECST FOR KAPPYS UOUERS DATED 11-1-16 NOTES: / jA F LEsngDr (;*; • ar � � 0.;1 A a05J a CONTRACTOR TO VERIFY CHUTE HEIGHT WORKS PRIOR TO RAIN,,//��,, -.�°J 1sa:^ _-__ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES POURING PAD. 7 NV Y ® \J SHOWN ON THIS FLAN IS APPROXIMATE. PRIOR TO ANY 40(j, // EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE(1-888-344-7233)AND ANY OTHER UTIUTIES OVERFLOW 1 l, I WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE 1 •j• / 1•-i • `� CATCH BASIN /l I i I£ CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. A 2. ALL MECHANICALS TO BE ROOF MOUNTED AND % „f� ✓ /" _= „�: // / _ �'��� _ SCREENED FROM VIEW. BAtI{GDP ' / UTILITIES/GRADING 12'1),.:... / 7�S (,•, \,LaaroV 3s.o(rrP) aJ._ r RACKNORl /.. / pqD / 64.0. PLAN OF LAN® AT NA ------ -- ------ #349 & #333 IYANNOIJGH ROAD IN / /Etcc. HYANNIS (BARNSTABLE), MA ,` BOLLARD TYP. .G• __' II / �- 1 // `••PAPA MPACTOR `�S S II PREPARED FOR SCREENING ]' r Xr ARAGE D- R� / FENCE WTH IMPULSE LLC )• 1 : `• 4 OP,ENIN j GATES 1 12 s i7 ' DATE: 4-26-2010 SOry R / , / - - laXrs a s Ar f I 0SPIR COMMENTS) u0kR L Scale:1=20(r\ REVISED: 5-24-2010 (ADDL SPR COMMENTS)p0(t iao = _`�-�K�G�—ExNC_E o-EO•t CiF.6�Z O0N_py0�pES.1`RO�rCC.MF.o� TM'.�.•�U:.,.p.TTr.i•����0,;''\`1.�-`'0�U];..-.�`O<N G•L.R a is''QF X 1S�rOGlA/(O'yO Cb s',•lN.1•po 3 A6l11 i5O1 2_INV.38.0(TYP.}`::•�_ � \ yG•IF(: �4t /::i' '"y �- 1 o o 20 so ao so FEET REVISED: 6-22-2010 (ADDL SPR COMM ENT S) mzow 5 - S — REVISED: 7-21-2010 (SCREENING) E RMISSED: 7 - 1ER PB COMMENTS)4 E PLATFOR/ 88 0010LOADI DOCK) REVISED: 8-17-2010 (REDUCED FOOTPRINT) * REVISED: 5- 23 11 MHWY REQUIREMENTS, RIM GRADES MAP 3ze PCL 43 tz� ,,.::,:::::: "�-_-_ 11140.6J - ,( a REVISED: 7-27-11 CLARIFY GRADING, MHWY COMMENTS) PAUL N.8 LUCY A PICHE 247.79 s'7s•�, X �,' ':- ") i A REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) /16 BROCKSNIRE ROAD y ROPOSEI{w MAP 328 PCL 44 - E705T. - E �7J o :t,;.; :.. �' IEj ro A . CBt _ 190.g �, JOHN P.R LYNN M. a ��_ `� . /17 BRDOHERTYSHIM ROAD GARAGE .. ' = �--' PAVEMENT"t ; SHEET 3 OF 5 DB 10371 PG 264 PROPOSED SHED C82 6'STOpr f- (40.33)- o Ul\ ' / M TW 4F N 508-362-4541 ADE SCE ` o' RUiY EAS d A/ DANEL a ¢A fax 500 362-9880 Ng S 7851' _ U9 11 3 STOP I - A OJAtA RP' \(J• MAP 328 POL BTU.�•E ne7 ? ^ '1 SIN OP t _ Now rm.+ssoz $ ADM C.&,ENNIFER`� --°/-----.;=:>I� o down cape engineering, inc. R.NLLFR7IX1. I' 1 t BIBI SPRING STREET UFOLE I t / S. i A 6 (� cvgL ENGINEERS ' $ DB 18L47 PC BB BRACE/ / 2-Z-201T V LAND SURVEYORS �DANIEL A.QIALA PLS PE DATE 939 Main Street - YARMOUTI-1PORT, MASS. HYDRANT I r _04-324-BASE-09.DWG(ARG) 11 p c' � 7 N a O U U ti c V y. U r, a O F. EXISTING 6X6 COLUMN BEYOND O O - - - a i 3: 2.10 N/V PLY. HEADER 1 H �o ¢A' M --r------- -------------- 3'-W R.O. TO COMPACTOR O FAY/I [vEwr*orcnrs w 000r:nvamncrvaae) IF 111 f` 1 - 1 rn o FIRST FLOOR _ -__.__._ FIRST FLOOR _-__.__.-_.__.__.__.- ._ _.__.__._ U _tn 1 COMPACTOR COMPACTOR U � .o 6 6 O ;I -------------------- a.+ Ei a:t 4 6'THICK REINFORCED 03 CONCRETE SLAB(5000 PSi) W/NNF WW/4.4 4-4 SHEETS ON CHAIRS 6•OF a COMPACTED STONE 12'-0n - SECTION THRU SECTION THRU B COMPACTOR WING TIl1 COMPACTORUitA E: A SCALE: t/2" I'-O. SEC."IrgCms DRAWN HY: py i 6.0 STEEL PPE BOLLARD FILLED H/MIN- 2500 PSI - - - CIIECKEU`HY: 19 CONCRETE. ROUND 1 CONCRETE OR CAP a TOP T TO PREVENT COLLECTION DATE: ff-1-16 OF HATER. FINISHED REVISIONS: 6-28-16 GRADE rRaEcr No. 1557 -CONCRETE BASE (3000 PS1, TYP-) wsc sva.ov�� �inu vcwr�n o Wca�xv�i.rre=rs arTiiHis Sh1EET No. BOLLARD DETAIL . SCALE: I/2" 1'-O" A6 LEASE EXHIBIT, THIS LEASE IS SCHEMATIC IN NATURE ? �" AND IS INTENDED TO PROVIDE GENERAL INFORMATION REGARDING THE LOCATION AND SIZE OF THE PROPOSED '' LEM WIRELESS COMMUNICATION FACILITY, THE SITE LAYOUT WILL BE FINALIZED r UPON COMPLETION OF THE SITE SURVEY AND FACILITY DESIGN. STRUCTURAL NOTE: n A STRUCTURAL ANALYSIS SHALL BE PERFORMED ON EXISTING UTILITY POLE ' PRIOR TO CONSTRUCTION AND SHALL � ��• Q BE THE RESPONSIBILITY OF UTILITY CO. r INSTALLATION NOTE: , INSTALL ALL EQUIPMENT, MOUNTING BRACKETS AND HARDWARE IN �' •�� " ACCORDANCE.WITH MANUFACTURER'S T RECOMMENDATIONS VP _ . ELECTRICAL NOTE: GENERAL WIRING DIAGRAM AND ! 1` NOTES TAKEN FROM E—MEMO BY JAMES F. GVAZDAUSKAS, P.E. DATED JANUARY, 12 2017 b r a o f Y COORDINATED NOTE: k a M ' COORDINATES AND AMSL ELEVATION - 9 BASED FROM FAA-2C CERTIFICATION DATED 08/10/2016. A METES AND BOUNDS SURVEY WAS NOT CONDUCTED ?� ` A0 CD �a LEGEND (F) = FUTURE (BLACK) (E) = EXISTING (YELLOW) rn r (P) = PROPOSED (BLACK) APPROX. LOCATION (P) UTILITY POLE TRUE NORTH (AGL) = ABOVE GROUND LEVEL SUBJECT POLE FALLS WITHIN (AMSL) = ABOVE MEAN SEA LEVEL NAD 83 LATITUDE: 41' 39 42.66" 1 SITE PLAN PRIVATE PROPERTY. N.T.S. = NOT TO SCALE NAD 83 LONGITUDE: —70' 16' 55.60" MASSDOT HIGHWAY LAYOUT PLAN (WHITE) LE-1 SCALE: 1"=50' 0 25' 50' 100, GROUND ELEVATION: 40.0' AMSL HYAN N IS MA SC08 LEASE EXHIBIT DATE: 05/18/2017 DRAWN BY: SMB ® verb wireless ADVANCED 333 IYANNOUGH ROAD DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. VERIZON WIRELESS HYANNIS MA SCALE: 1"=50' Civil Engineering-Site Development 400 FRIBERG PARKWAY 02601 HYAN N I S MA SC08 5 Surveying-Telecommunications WESTBOROUGH, MA 01581 SHEET: 1 OF 5 PROPOSED ANTENNA SHALL BE 4'-0" MIN. FROM SECONDARY POWER AND 6'-0 MIN. FROM PRIMARY POWER (P) RELOCATED SECONDARY (E) PRIMARY POWER POWER ELEV. = 38.0t AGL (78.0'f AMSL) TOP OF (E) UTILITY POLE# 1055 V/Z 1 ELEV. = 37.5f AGL (77.5't AMSL) - ' (P) SECONDARY POWER (P) POWER WEATHERHEAD ELEV. = 36.0't AGL (76.0'f AMSL) -.-_. (P) 12.0.0 X 38J"H ~ TOP OF (P) ANTENNA (P) 12.0"0 X 38.7"H NH360QM—DG-2XR ANTENNA NH360QM—DG-2XR ANTENNA ELEV..= 32.0't AGL (72.0'f,AMSL) -- _-------- MOUNTED TO (P) UTILITY MOUNTED TO (P) UTILITY POLE# 1055 V/Z 1 POLE (E) SECONDARY POWER REMOVED (E) GUY WIRES TO BE REATTACHED TO (P) ELEV. = 31't AGL (71.0'f AMSL) UTILITY POLE 0 ORIGINAL AGL, TYP. OF (2) OF (P) ANTENNA - - - -------- (P) ANTENNA MOUNTING BRACKET - ELEV. = 30.3'f (70.3'f AMSL) (E) UTILITY POLE# 1055 V/Z 1 ` (E) GUY WIRE (P) ANTENNA GROUND WIRE ELEV. = 29.5't AGL (69.5't AMSL) - , (P) " COAX CABLES (YOTAL OF 2) (E) 37.5 AGL UTILITY & (1) RET CABLE IN 2" U—GUARD - � POLE# 1055 V/Z 1 (E) GUY WIRE TO (P) ANTENNA --- — -- (P) FIBER. 2- U—GUARD TO (P) SAR-0 ELEV. = 23't AGL (63.0't AMSL) — (E) TELCO �� ----- ___ (P RNVERTER(TOTAL MOUNTED TO( )(P) ILITY POLE & (2)(P) DELTA AC/DC ,�� '� .6 ELEV. = 21.5'f AGL (61.5'f AMSL) O (P) RRH S (TOTAL OF 2), (2)(P) � DIPLEXERS, & (2)(P) DELTA o (P) 7¢" COAX CABLES (TOTAL OF 4) TO DIPLEXERS - AC/DC CONVERTERS MOUNTED G (P) SAR-0 TO (P) UTILITY POLE I (P) SAR-0 BOTTOM OF (P) RRH ELEV. = 12.5't AGL (52.5'f AMSL) 60A-2 POLE DISCONNECT (P) ELEC. RGS CONDUIT TO (P) METER SWITCH FUSED WITH f(3)720A 60A-2 POLE DISCONNECT SWITCH FUSED WITH b CIRCUIT BREAKERS & METER (3)-20A CIRCUIT BREAKERS & METER SOCKET - co C4 SOCKET (P) GROUND WIRE FROM (P) METER TO (P) GROUND 'w i ROD (E) GROUND LEVEL ELEV. = 0 t AGL 40.0 t AMSL 2 PHOTO ELEVATION LEGEND - (P) GROUND ROD E-2 L SCALE: 1"=10' (F) = FUTURE (BLACK) (E) = EXISTING (GREY) INSTALLATION NOTE: STRUCTURAL NOTE: 1 E L E VAT I O N INSTALL ALL EQUIPMENT, MOUNTING A STRUCTURAL ANALYSIS SHALL BE (P) = PROPOSED (BLACK) BRACKETS AND HARDWARE IN PERFORMED ON EXISTING UTILITY POLE (AGL) = ABOVE GROUND LEVEL -2 SCALE: 1"=10' ACCORDANCE WITH MANUFACTURER'S PRIOR TO CONSTRUCTION AND SHALL (AMSL) = ABOVE MEAN SEA LEVEL 0 5' 10, 20' RECOMMENDATIONS BE THE RESPONSIBILITY OF.UTILITY CO. N.T.S. = NOT TO SCALE HYAN N IS MA SC08 LEASE EXHIBIT DATE: 05/18/2017 DRAWN BY: SMB ^A- ADVANCED ver►Zonwireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. 333 IYANNOUGH ROAD VERIZON WIRELESS HYANNIS MA SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY 02601 HYAN NIS MA SCOS S Surveying-Telecommunications WESTBOROUGH; MA 01581 SHEET: 2 OF 5 . l INSTALLATION NOTE: Yam°"' ~a, (E) PRIMARY POWER INSTALL ALL EQUIPMENT, MOUNTING ` ''' PA�I( LOT BRACKETS AND HARDWARE IN __...__.__._..._�- --._---------------.-.--.----------.-----.- ACCORDANCE WITH MANUFACTURER'S (P) SAR-0 •_ ,,, (P) RELOCATED SECONDARY RECOMMENDATIONS a- - POWER - (P) AWS RRH, (P) PCS RRH, (P) AC/DC (E) UTILITY POLE# 1055 V/Z 1 I STRUCTURAL NOTE: CONVERTER, (2)(P) DELTA AC/DC (P) 12.0"0 X 38.7"H A STRUCTURAL ANALYSIS SHALL BE CONVERTERS, (2)(P) DIPLEXERS, 60 AMP.,,-- 4' MIN NH360QM-DG-2XR PERFORMED ON EXISTING UTILITY POLE METER SOCKET W/DISCONNECT MOUNTED ~- i ANTENNA MOUNTED PRIOR TO CONSTRUCTION AND SHALL TO (P) UTILITY POLE ,, i TO (P) UTILITY POLE BE THE RESPONSIBILITY OF UTILITY CO. 1' �°N•--..4,,, ---------- --- -------- I - ---- ----- ---- . (E) GUY WIRE (E) OVERHEAD WIRES TYP. ---f ------(E) --- p o r (E) 37.5' AGL UTILITY 2' MIN POLE# 1055 V/Z 1 .(P) 12.0"0 X 38.7"H ---- — -- i -- ---- `' aw NH360QM-DG-2XR ANTENNA MOUNTED TO (P) UTILITY POLE } (E) GUY WIRE TRUE NORTH , . rf 4 ANTENNA PLAN �' PER MANU ACTURERSNSPECSENNA CKET SCALE: 1"=4' r 12• 5 ANTENNA MOUNTING DETAIL �� 9,5• LE-3 SCALE: 1"=5' ee°e oe o 12.0" oe°e ee 2 7.3" N COMMSCOPE NH360QM-DG-2XR DIMENSIONS: 12.0"0 x 38.7" 13 WEIGHT: 33.7 LBS ;w o e o o e e - FRONT SIDE 0 1 ° TOP :o 13.2" W GHTT- 55�E .0 LBS. ° ~i " " o " �•.,, � 2 . 12,0' 7.6' 2 " M ooeo 00 C 0 0 0 0 o Q CU FRONT SIDE . e o e e e e WIRELESS CONSTRUCTION, INC. 0 0 o e e e POLE/WALL MOUNT FOR DUAL DIPLEXER LEGEND ` o 0 o e e e RADIO BRACKET ' [, FRONT1DE ITEM DESCRIPTION On. DIMENSIONS: 7.6"H x 7.3"W x 3.2"D 1` AWS 90W RRH T PCs URH BLE RACK 1 Z WEIGHT: 6.6 LBS' (F) = FUTURE (BLACK) UNIT WEIGHT 67.0 LBS 2 SUPPLIED HARDWARE ' 3 SAWS PLIED HARDWAR RRH PACK E ' NOTE: MOUNT DIPLEXERS TO BACKSIDE (E) = EXISTING (GREY) OF DBL-MNT BRKT (P) = PROPOSED (BLACK) , ANTENNA DETAIL 2 RRH DETAILS (AGL) = ABOVE GROUND,LEVEL 3 D I P L E X E R D E TA I L -3 SCALE: N.T.S. (AMSL) = ABOVE MEAN SEA LEVEL LE SCALE: N.T.S. LE-3 LE-3 SCALE: N.T.S. N.T.S. = NOT TO SCALE HYANNIS MA SC08 LEASE EXHIBIT DATE: 05/18/2017 DRAWN BY: SMB -ADver' wireless VANCED DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. 333 IYANNOUGH ROAD , VERIZON WIRELESS HYANNIS MA SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY 02601 HYANNIS MA SC08 Surveying-Telecommunications WESTBOROUGH, MA 01581 5 SHEET: 3 OF 5 T' r PROPOSED ANTENNA ANTENNA MOUNT/BRACKET ANTENNA GROUNDING , (2) 1/2' COAX CABLES & (1) RET (DEPENDING ON ANTENNA CABLE IN 2" W RATED U—GUARDS MODEL) SECONDARY LINES $ ON WEATHER HEAD (LEAVE 10' CONDUCTORS FOR UTILITY CO. TIE INS) FIBER FRONTHAUL & BACKHAUL FIBER DEMARC ON POLE (2) DIPLEXER FIBER JUMPERS IN. 1-1/2- UVRATED U—GUARD IF LENGTH (4) 1/2" COAX EXCEEDS 4' CABLES AWS RRH PCS (3)#6 AWG WIRE IN FIBER JUMPER (TYP.) RRH 1-1/4- UVRATED PVC DC POWER #2 AWG COPPER GROUND DELTA AC/DC CONVERTER (TYP.) (TYP. OF 2) WEATHER PROOF SQUARE D CAT AC POWER NOTE: USE PROVIDED DELTA NO.: SDSA1175 SECONDARY SURGE MANUFACTURERS WIRING HARNESS ARRESTOR ON 20A 2P CIRCUIT BREAKER #2 AWG COPPER SQUARED QO-100A, 8 SPACE, 16 CIR OUTDOOR GROUND IN 1/2" MAIN LOAD CENTER WITH COVER. 60A 2P MAIN UV—RATED PVC CIRCUIT BREAKER WITH (3) 20A, 2P BRANCH CIRCUIT BREAKERS (1 FOR SURGE ARRESTOR & (1) PER RRH) MILBANK CAT NO.: U2272—RL-5T9—BL SINGLE LEVER 120/24OV, 10 3W 125A METER 3/4"0x10' COPPER CLAD GROUND ROD ELECTRICAL NOTE: GENERAL WIRING DIAGRAM AND 1 GENERAL WIRING DIAGRAM NOTES TAKEN FROM E-MEMO BY. LE-4 SCALE: N.T.S. JAMES F. GVAZDAUSKAS, P.E. DATED JANUARY 12, 2017 HYANNIS MA SC08 LEASE EXHIBIT DATE: 05/18/2017 � DRAWN BY: SMB VerIZO (wireless ADVANCED DRAWING NUMBER REVISION CHECKED .BY: SNA ENGINEERING GROUP, P.C. 333 IYANNOUGH ROAD VERIZON WIRELESS HYANNIS MA SCALE: AS NOTED Civil Engineering-SiteDevelopment 400 FRIBERG PARKWAY 02601 HYANNIS MA SC08 Surveying-Telecommunications WESTBOROUGH, MA 01581 5 SHEET: 4 OF 5 GENERAL NOTES ELECTRICAL AND GROUNDING NOTES STRUCTURAL NOTES: 1. MAW elaams AND NARwa N AcoarmiNa 1. aF �i u a" ON& 1' FaN DESIGN RECIIAREM00 ME�srmANio+�A svar ON=DING ortn►is sra AM APPIrME �' A ,o�/n�-rr� 2. GROIIO 016001110111 WMS,NOI M FIRS AND RRIY 6a NP ICING N L ALL ELPCITIOI.HEMS SHALL K ILL AFINYm OR um AND PNOCI AED PER 2. MA SAL NY UNuVWYCONDITIONSADM SHALL N�m�A�a►Mi OR�FAWDUION aANDi ERIMM OF ANY ACCODMICE WIN INIIfficn n RMDCIIEM1A7105 SPE1>f M=R101E1E1115 MQEIVL a Nsau WNW NO MOINTIN 11RIiCE1S 10 PRIMK CLION Access ON POLE 3. I E EIECICIL WORK NCIL MS ALL LABOR AD MAn K oEso®er DRIIIIa 3. DESIGN AND CON59RIV=OF STRITRIICNRIIL SIM SHALL CONFORM 10 7HE AMt1L M NS 11111E OF SM COISH MION 4. M WE11f TO BE NSGEIm a YBM RAD O IR IN ACCORDANCE inA D SFMFCGM NC NCCEN IX WD IC 70 F OU.CaNL7E GPM NG AND �PBCI7IAm Pm7HE wwK FAera mw AND amm OF SITa1CTURAL Sim FOR ERILONBS'. SHRII tat ANAIM 4 BE118IL CHMTRACtat MU PWY FM Fat PFAYI$AND 6 RtSPa15BE FOR 4. SnILL71lRAL AND MOCE LANEOH6 S1EM SUL CWOR1M 70 MW Aces sTRIICRMAL Sim IILESS OI ERWISE NDICAIED. A AM=BF ISM GROW.P.Q HAS NOT PERFORMED A MM)M AL ANALYSE OF 0901IN1N SAD PEMOS AND COMMID41 OF 151+know a SIM PPE SMALL CONFORM 70 ASIM Assn VDILD-FORMED WELM a s,:AERFss rAmm snn smumm now, RE EIQ67W POLE 10 CARRY INE AOMOK LOADING S EIIDIRGL AND 78LCD ILIIII ODIZE A SLIM AND BPOS1 D 1O W A MR SHALL GRADE A,OR ASFM A53 PPE Stm HACK AND HOT-DIPPED ZINC-COATED WE LOM AND SUMLESS TYPE E OR S.GRADE IL ELR N MAZER TIGNf G UA M RIGID SIM onunS OR SM=8O PIIC 05 PPAS E S I DIOGED ARE NOMINALACNAL OUISIOE DIAMM 6 EARGER. PERMIM Or O000 AND WIDE MOO IN LNuo 1911'RERILE tML OR ONDWIS. a SI MMURAL OONIMIGN WUS SHALL HE HIGH 51IEHCIH ENus WARM HYPE)AND O M DNFO 10 Alm A325'HIGH sTRE m BOLAS FOR sHaIcRURAI.mm INCLUDING SIXIME Nuts AD PAN HAt M WASHERS! ALL BOLTS SHALL EE L BABIED OGN I f MOLL BE SMILE 40 M 5/e'DN.UON. 7. ELECIRPAL WING SHALL BE ODrPER I IN TYPE MR 7HNH,MA 7HN N80WCNL 7. ALL srm musmS SHALL BE GALVAN®Am FARICA710N N ACCORDANCE.INIH ASTM A123'21NC w-w GALVAN®)MA701CS ON NON AND Sim PNOOL :UNLESS OTHERWISE NOTED. • & RIM BlI,7NCAL CCWf OR CAGE BEINEE111 EIlN:IRICAL LIMY aLUI70D11 . PONE AID I==MR CELL SIZE PPC AS NNCAIM ON INS DRAIN. L ALL BOLT$ANCHORS AND MISCE LA EDW HARDWiAIE SHALL BE GALYAJIZED N AOOONkANICE WITH ASTM A153-MO-COA7W PRINCE RILL LBMN RILL ROPE COMA NswwHN GRIN WILRY COMPANY. Off-DIP)ON MN AND SRm HADNAtE.mum OnE wn NOTED. HL RUN MCO OMIT OR CAGE BEIMEHI 7ELMICIIE URIN DEMARCATION PONE AHD I. FELD WELDS,DRILL HOLES,SAW CUB AND ALL DAMAGED GAL.YNI®WRIFACES SNAIL BE REPAIIRED In M OIW=ZINC PRQAEr OM CELL SRE MCO COO AND MS CABINET AS NNDGM ON 7114 MW PAINT COMPLYING WITH RtDURE1EMM OF ASRM A70M GALVANEONG WM PAIR SHALL NAAE 85 PERCOR ZINC BY IN EACH PROBM RILL 1 CORD PILL ROPE ND{7EWlE CONDUf IF/b1NN 7APE WEIGHT.ZINC Of DIAICIN CALWON06 GALVA MIGHT PRELIM BY CIROWN OR EZVL.MOO.SS OF APPLIED GALVANIZING N EACH NSOWID 1E100 COIDUR ' REPAR PAW SHALL'BE NOT NOT LESS 7WW 4 OOA75(ALLOW TIME 70 DRY EEIIEEIL 0017S)WITH A RESUUING OOAING 10. WHIN OM UT®MEEK BB AND PRIM OVER CELL SITE PPC AID BERM BB AN COI D 1HIESS REAURED Br ASIM A123 OR A153 AS APPIXAME PROM DINER CELL SIRE GROW SERIACE CADET ARE IIDFR SHALL LIE PVC,SC®UE 10. CONTRACTOR SHILL OMKY WITH AWS CODE FOR PROCEIXgI S APPEARANCE AND QUILDY OF WELDS.AND FOR METHODS 4D OCDUf. AEIOYE 71E BROIIIO P11R110N OF 71E5E ODOURS SHALL PYC OCDUf. USED N CORRE MNG WELDING.ALL WELDERS AND WELDING PROCESSES SHALL BE QUAI.IFI D IN AOCDRDANCE WITH ANS 11. ALL EDAW"LOOVED OIRSIE SHALL HOE NEW 3R ENCLOGIA . 'STANDARD QIALF=ION P1ROCEDLW4r.ALL WLLDNG SHILL BE DOE USING EMIR B.EMRODES AND WELDING SHALL IL PPC suPPLIED ur PRDIDT CUM CONFORM TO AISC AND DLL MERE FILLEr WELD SIZES ARE NDr SHOWN.PROYDE 7HE MWIM SIZE PER OreLE J2.4 IN 1HE AM%IANLAL OF Sim CON SMILCDOIC 9M EDIITGL Ice GROWDII6 SHALL CALMLY IM1 TB ARIL Z O. AMIIONW.G CII M BOOING AND UNMAN PROMCIIOM SIO L RE DALE N ACCDIDNICE INRH T-0CBLE=SITE 11. NOORIMMY FAINaCAIED,DAMAGED OR ORI RWISE MBFITTINB OR NONCOIFORaDO MATERIALS OR CONDITIONS SHALL BE BROIIOIN SIIDAlIDB'. REPORTED TO THE IDNSIRUCRITDN MANAGER PRIOR ID REMEDIAL,OR COARMRNE AC=L ANY SUCH ACTION SHALL I== CONSIRXIION MANAGER APPROVAL 14. MID L'O M CASE MIS HIMIY AT BOTH Los USING MAIII7t3U=COAT ME MI CND ROB SIPPLID BY Puff CNIM < 12. UNISMM SHALL BE FORMED MR CHANNEL MW FRAMING AS M M&MED EK UIISW CORP,WAYNE,YI OR EQU.SIRUP M DMS SHALL BE 1 5/4NI 5/nI2Qk UNLESS OIIHERMASE NOTED.AND SHILL BE HOT-DIP GUNAZED iHL DPPFR SIIIANDED WIRE IM N MUM FOR AM GRACE �ES E��WSI S)Mf2 COPPER WINE MR MAN GRADE QROWID N A8 10cm ON 11E DILMIN. I& EPONY ANCHOR ASSEIN Y SHALL CONSIST OF 1/2'DWE7ER S MLESS STm ANCHOR ROD WIN NUTS 3 WASIEIS.AN IL ALL CRODLD ORIECTON S 10 BE BUIDY HIGRO ND CM MASON Di£CON @a= INIEANALLY DREADED INSERT,A SOW YUK AND A EPW ADI E.7HE ANCHORING SME M SHALL BE 1HE 1113-HR W-20 OR cALNw®IHERMIS� WELL DO Wr MCW BARE COPPER WIRE GE INCONDa AND STSI OR W 150 EMS(AS SPECIRED AN DWG)OR ENGINEERS APPROYED BOLIAL MIN.WITH 4-1/e EMEEDME Nf DEPITR. 14. E IPALSION Ea SHALL CCFORH 70 FEDERAL SPMWAION FF-5-32.3.GROUP I.TYPE 4.CLASS 4 HL71 KWK BOLT I 17. NOIRE GROUNDING CONOUCIORS AM 71E SHHORIEW AND SI A WW PART POSE; OR APPROYED MPL NSTAIATION SHALL BE N ACCOIDARDE WITH 7HE MANIFACNRER'S REmIR DRAM .MNIaM E M AS ORI MIE WINED. aNII1DING UXIS 200 NEVER CE ON AT WIF EMBEDMENT SHALL BE 1HREE AND ONE HALF(3 1/2)Nags ANGLE M=MALE AT LM If RACKS MM if __WOE CAN BE BBB AT I< RAM MNELR9 W.BOND ANY MELIL 0110I3 HM 8 FRET OF PROM I& GWVM SUB BASE AO CONCRETE SHALL BE PLACED AGOW UNDBMiBED SM. OWNER E1auPEILIr OR MU 10 MASHER CROWD BAR OR GRNI CI I RING, Ice, CMBEC=TO ORCUD BNB SHML BE MADE TEN 7I0 DOLE CCPR SSION IL OONIMM FOR FENCE AND IE BMGE SUPPOR`SHALL BE 3000 PS AR WRANED(4II-"NORMAL WEIGHT caNCRITE: TAPE COPPER LUG APPLY ONCE NIBRNB OCiOIID 70 ALL IDPAIIIS 17. ALL CAST IN PLACE CONCRETE SMALL W MD®AND PLACED IN ACOODANC:WIFH 7HE REALIUMENIS OF Ace 318 AND IL BOND ANBIIA NOINII G WICIM DNA GAME O CIID 1411%AND ALMA 70 EBB Ace 301. PAID NENR 11E A IBNA L IMICIL 21X APPLY MEE NHMMING CCIPOUM M ALL CO PIF.R!11011 DPE aDID COMECIOIL3. IL THE FOLIDWNG MINIMUM OONCAEM COVER OVER RF)FLIRCI G STEEL.SHRILL BE AS FOLLOWS tKE5S NOTED OTHERWISE: CONCRETE DST AGAINST EWW-3 NOES. 21. CONIRACIOR SHILL PROAME AND WALL M DIREGIIONNL B1CIMIC LINIMR SYSTELI CONCREIE EXPOSED 70 EANIH OR WATER (OISIKLSOR EACH WAID ROD AND ESNDI D PONE EE'IMmH E705711110 70MBS/ AND LARGER............--2 INCHES (QQ GROLNONB AND AND EDAUNO GRMI O N RIIL AND SMALLER _._1 1/2 INCHES 22. OMMIOR SHALL 7ESr CO PLEIED GROIND SISIEM AND TMO D RESU IS FOR ALL DIPOSED EDGES SHALL BE PIDMED WITH A 3/4 z3/4 01AI R IIIESS NOTED 07HIRWISE. PRQMEr CM-Off DOCIE MION. 5 OHMS M MM AEWINCE FEIOL M 23. CO1i1MCI0R SHALL CONDII;f AIIBIII COAL AND LW 0111*LESS AND DISDBICE- It LIMIER SHALL COMPLY WITH 71E REWAM EMM OF 7HE AMERI AN NSMUFE OF TIGER OONSIRUCIION AND 7HE NMIONAL 11041Ir WAIEMEN6(W IFSIS)AD IICOD Talus FOR PROW GASE Cur. FOREST PRoDIAcis Assoaaaft Nam&DESIGN SPECI7CONN FOR WOOD cm rac=L ALL Liam SHILL BE PREMM TREJIUED AND SHALL BE STRIICRMAL GRADE N0.2 OR EEITM HYANNIS MA SC08 LEASE EXHIBIT DATE: 05/18/2017 DRAWN BY: SMB ADVANCED Verb wireless DRAWING NUMBER REVISION CHECKED BY: SNA ENGINEERING GROUP, P.C. 333 IYANNOUGH ROAD VERIZON WIRELESS HYANNIS MA SCALE: AS NOTED Civil Engineering-Site Development 400 FRIBERG PARKWAY 02601 HYANNIS MA SCO8 S Surveying TelecommunicationsWESTBOROUGH, MA 01581 SHEET: 5 OF .5 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IMATA _r NO7Eg: ..'�}/ PLANTING SCHEDULE t ,_.-* �, LOCATION OF EXISTING UNDERGROUND UTILITIES %% EXCA:4T1pNTMls PLAN IS APPROXIMATE. PRIOR TO ANY S SHALL MAKE THE RIS U'RE' THE EXCAVATING CONTRACTOR R7 EQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 11-888-344-7233 MEFITAGE 0.UMP BIRCH 8-10' 6 ? Al PROPOSED mr< �V r >` �Ve \ LN11CH MAY HAVE CAB ) AND ANY OTHER UTILITIES e[naA,vrne Maur J OF PAVEMENT r CONS;RUCTI ON AREA FLE, PIPE OR EQUIPMENT IN THE ,J y �+' - OR VERIFICATION OF LOCATIONS. �r 2. ALA MECHANIC TO BE ROOF MOUNTED AND T \. - �� SCREENEp FROM VIEW. OCTOBRt 0.0RY RED MAPLE 3"CAL 13 SAw-cuT a J y (\ � .: @ a 3. SEE OR OTHER NOTES. I ACER aueAY7u RE1oVE � r` � i ¢ DETAIL SHEET F PAVEMENT F \ 11 -1 AIIEL4NLN/fA GNAOfN95 iiryry>> cARDdv 1� _ �DEN TA V. i5 3a �,,,� d-✓ ,r\ v MNOEM GRASS /5 19 - PAAtlCUM Y HEA Trr YErASS f I^I wT&DO SIDGN J I \ �pl - \1 L .vse�n•nas.9,velvss'cle+au luus' �!A •' � V � . \ HEAVY METAL5 5 /2 40 \ L -DINGEIIER'S JAPANESE HQ1Y /2 ID_\ T KK�UEAHYDRANGEA /7PARKING LOi"A" 42) . ' erne.vr1A AC )w�rxo e'.ue2 l J ME� • �� � � � RHODODENDRON 24"-30 I8COVER 39 r 7• i I 14 i l , TF r \. q Y' _ O ILEx(ZAL)RA raA R-." �0�u Lono� 1 � � � / l `� ,�" N, ��.' 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A - 9LN, slid \ ,/ \ \\ SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO ALL SHEETS) EXISTING �' T/ LOT COVERAGE: � �.A PROPOSED GRANITE / BUILDING J l r- ` LATH i WATER FEATURE EXISTING BUILDING COVERAGE: 51.6% 34,478 SF �( �� LFT 9GN \ ZONING SUMMARY EXISTING PAVEMENT COVERAGE 41 8% cOOVVEERR , +� \` ZONING DISTRIC is HG HYANNIS GATEWAY DISTRICT TOTAL EXISTING IMPERVIOUS COVERAGE 934R V _ � TIER SGNq,� s ! b I - REWIRED PROVIDED EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED 1 �` \ MIN. LOT SIZE 40.000 SF- 100,288 S.F. SITE MIN. LOT FRONTAGE 50' 605' pta �� '�` (�) MIN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE- :34,478/100288= 34.38% I�,U �` K1Nc lot .B f MIN. REAR SETBACK 15' N/A COR. LOT SIDE SETBACK 20' 0.6' EXIST. MIN. PROPOSED PAVEMENT COVERAGE: AGE: :48,593/100288= 48.445 / PEST, NG HEIGHT 40 LD MAX. BU '- _ 25t' TOTAL PROPOSED IMPERVIOUS COVERAGE 82.83% _ 1 1 1 II 0.6' RN a / MAX BUILDING HEIGHT 3 STORIES 1 STORIES <93.45 EXISTING, O.K. MAX LOT COVERAGE 80% 82.8-%(93.4%EXIST) FLOOR AREA RATIO 0.8 0.36 SITE IS LOCATED WITHIN WP WELLHEAD PROTECTION OVERLAY DISTRICT O OPEN SPACE 17,157 SF 17.11% (EXIST. 6.6%) ' - ` ` � ,7 I� _-_ (_y , / IMPERVIOUS LOT COV 83.071 SF 8283% (EXIST. 93.4%) MUNICIPAL SEWER CONNECTION IS EXISTING R w LAYOUT & LANDSCAPE PLAN OF LAND I - 4-6 A!a0 #349 & #333 IYANNOUGH ROAD O ARO ttP. `� � n / PARKING SPACES: D I P � su'R INGR o /' REQUIRED PARKING: IN R Cf /fFG4CE 6GR EKING "' _ FrTIES ����_ / SPECIALTY RETAIL TO BE DETERMINED BY HYANNIS (BARNSTABLE), MA / BUILDING COMMISSIONER/PLANNING BOARD PROVIDED: 60 SPACES INCL 4 HOP, (SHOPPING CART CORRAL NOT UTILIZED) PREPARED FOR . l_✓ �g I>1jQ�p, 4ENr 3 X8• J / Ar b•l0nv •I J � ' N J SEE TRAFFIC MEMO DATED B-17-2010 x N _ G�G , IMPULSE, LLC �AOER j1ET1 DATE: 4-26-2010 E36 .. \ �seME/+r�-'--- �' _ 4 IMF ti -� .r� Scale:t"=20' REVISED: 5-11-2010 (SPR COMMENTS) 6'cHRr 6-CD er r ''�1 REVISED: 5-24-2010 (ADD'L SPR COMMENTS) 1o'crmY _> {. ,,� D ID 2. 70 w 5C rE.- REVISED: 6-22-2010 (ADD'L SPR COMMENTS) MAP 328 PCL 43 10OAN .Jp• I -4''B4 _ 1� 'I _ y 6"C - I PAIL N-a wH A_OAD 5'OAK c-CHOY s J _ P,K r - -__- _ REVISED: 7-21-2010 (SCREENING) /16 BROC16J9RE ROAo I --_ ME�r REVISED: 7-28-2010 (PER P8 COMMENTS) Og 75O PG i 5"CNRY 4"OAK 6CHRY E L� �}- — - PROPOSED T � �FxreRNALLr REVISED: 8-13-2010 (LOADING DOCK) MAP 325 PCt 44 aRY °AK �, ,..,;J � , UT SI>I REVISED: 8-17-2010 (REDUCED FOOTPRINT) JOHN P.a LYNN M. �n BRDOHERTE ROAD 6'CHRr s° - t ti _ ° '�aENr y REVISED: 5-23-11 (CLARIFY REQUIREMENTS, RIM GRADES) DB 1OOK PG ROAD m REVISED: 7-27-11 CLARIFY GRADING, MHWY COMMENTS) g• 8RY / �- sTack } �' !°purrs-�q ' ."jNOf w.ar REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) ADE 5"CHRY y -' - `�� 4"CNRY �i E 2'OAK S J6=1'04oE 8 1 I�S10° D.WIEL _ AA ta+ 508 362-9880 46 0 A QbA1d o MAP}2B PCL 67 JJ,91 _ SIGN avi sg r An AM c.a,N.TRR P_I_ sot SHEET 1 OF 5 5 16 R FULLER TON.TRSIU"' 9F 6SI ✓Ym �e� FBI SMMG c� 4p .�°` y down cope engineering, inc- 1- E +gam I'-----_- �A2-2-z0n CIVIL ENGINEERS DANIEL A OJALA PLS PE DATE LAND SURI/E YORS oa-324_BASE-o9-Dwc(MG) i - � o�4"ANG , � I _ I 939 Moin Street YARMOU TNPOR T, MASS ,� . `\Ls eaz Ll NOTES. G SCHEDULE E LOCATION OF EXISTING UNDERGROUND UTILITIES PLANIIN GN h11S PLAN IS APPROXIMATE PRIOR TO ANY EXCA•JAT10N ON IRIS SITE. THE EXCAVATING CONTRACTOR L 1 <y \ I SHALL MAKE THE REQUIRED 72 HOUR N071FICATION TO DIG NOUTACE CWMP BIRa1 e'-1D' 6 �' (o •o,N.yF\ \ \• \ SAFE(1_B9✓�344-7233)AND ANY OTHER UTILITIES sE71rt.A,w�fA N�rA�• vRDpo�n EDGE1 r ;.r4\ 1 \ \ WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE OF PAVELENT 'Y �` \ \ \ \\ I C.,NSTRUCI1pN AREA FOR V17tIFlCATION OF LOCATIONS \ \ I I A 2- ALL ED ANICA t3 \ I LS TO BE ROOF MOUNTED AND OC1DeER 4 C RED MAPLE 3•CAL (>1 N 7 -�y� / F \ \ ` SCREENED FROM VIEW. z\ \ ` A2"Y R(ffiA"JY'LC1QaF¢[MY s" RELOyE e ION Y \r - �';� uWN \ \ \ \\\a:� ��!fff 3. SEE OE"qIL SHEET FOR OTHER NOTES. .,A1NEee+Rr PAVEMENT - JI. ` 4'-5' tt 4 e ti .,6ARDd \ \ �. 4t \\.\ l e mMR ERN ARRO'AY,000 05 38 _�'c, �cN , ,J H6vatva/D�rAnn6 / �.-` �E < �`✓ \ r, f \ � l uuOEt+cRAss FS t9 ENTER vO ^`) \ \ \�o� �Q \ ' nrsu.vn+vs.swEA'ss'arAcccuius' �, �� \ p ` HEAVY METAL sWrl01«Ass al" \ C/` hO \ PAnocTr✓K NeAw uEEAL .owcy y \ 28, j� _ �� IK \ 3 -NEufx's,uP.r+e�Hour !2 to RN PARKING LOT•A• \ \ST^ FT. 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LOT SIZE 40.000 SE 100,288 S-F. SITE MIN. LOT FRONTAGE 50' 605' MIN. FRONT SETBACK 30' 23-6 PROPOSED BUILDING COVERAGE. :34,478/100288= 34.38% PAR"NC Lor O_ \ MIN. SIDE SETBACK 20 0.6'EXIST. PROPOSED PAVEMENT COVERAGE: :48.593/100288= 48.44% MIN. REAR SETBACK 75' N/A CDR. LOTID TOTAL PROPOSED IMPERVIOUS COVERAGE 8283% /- / MAX BUILDING HEIGHT 40' 25E' D6•� / / /' /; �,. •p~ { ;F 1 / r MAX BUILDING HEIGHT 3 STORIES 1 STORIES <93.4%EXISTING, O_K_ �• o 11 I MAIL LOT COVERAGE 80% 828A(93.4%EXIST) I FLOOR AREA RATIO 0.8 0.36 4 J A%` / /�r,�/ / 0 ? Y ! SITE IS LOCATED WITHIN Nf' WELLHEAD PROTECTION OVERLAY DISTRICT PEN SF ! / gA #' O SPACE MPER OUS LOT COV. B30� 1 71 SF 828SS (EXIST. 93.4%)/AR,ROTE- ,* /SX i !! MUNICIPAL SEWER CONNECTION IS EXISTING reo }� �C / A_�L. rJ 1p' / i i j, LAYOUT & LANDSCAPE [(�� PLAN OF LAND G AT RUS!_6. #349 & #333 IYANNOUGH ROAD / RD P PARKING SPACES: I �MPAC 180M ACTOR /f1 ! IN / it Pb�v scR me I� REQUIRED PARKING: I / �.aa cE D/oR i Y i E CE rnTH �+ C/� r SPECIALTY RETAIL 70 BE DETERMINED BY BUILDING COMMISSIONER/PLANNING BOARD HYANNIS (BARNSTABLE), MA PROVIDED: -_I ON - / ♦ ! _ 80 SPACES INCL 4 HOP. (SHOPPING CART CORRAL NOT UTILIZED) PREPARED FOR r I >6 UD 7 3 B• SEE TRAFFIC MEMO DATED 8-17-2010 -_ Ar°"c IMPULSE, LLC )ADER ,•0 c R �k. C—PEN p°I DATE 4-26-2010 E�- 'E�seue/rT�_ r ` ' r^'u-Y LJx.- ={y� A� , - `-� Swic 1•=20' REVISED: 5-11-2010 (SPR COMMENTS) 6• y6-CDfi ,E _.�I �,,��: �, >, _ 'r REVISED: 5-24-2010 (AD DI SPR COMMENTS,I 1 o'ri+Rr ti 10 2D So .e 50 REVISED 6-22-2010 (ADD'L SPR COMMENTS) YAP 328 PCL 43 10 OPN 6-C 5• - __—_ _ r REVISED: 7-21-2010 (SCREENING) A N_P A WCY A 6CHRT MORE 5-OAK - ']9 s//2 Q —s—'Bi _ _ oA� I REVISED: 7-28-2010 (PER PB COMMENTS) (16 BDOOC49 n IROAO 5-CHRY 4OAK 6-CMRT - E- n -- 4ENr < / PcyROHmy REVISED: 8-13-2010 (LOADING DOCK) MAP 325 PCL 44 CNRY °AK r' O— �� ur 61GN REVISED: 8-17-2010 (REDUCED FOOTPRINT) . P.2I LYYNN M. 6-cNRY cARAr>F '�� �_ PAKME, REVISED: 5-23-11 (MHWY REQUIREMENTS, RIM GRADES) /17 eRoaK"IRE ROAD e-° "T �1 / REVISED: 7-27-11 (CLARIFY GRADING, MHWY COMMENTS) DO tD371 Pc 2e4 s's7or ,�E 5-C�IR+RRr / _ _ _ un� �f�/j I ,�mor _ `,,,or REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) �¢ 4-CHRT > :"OAK e S JBSI• o I B 1883 P --\_4 STOP ' D AEi O.witi A all 508-362-1-1 N6 _o.- �]- !m 508 362-9880 QO',1{a 99 Q o MAP 3 a 2L P 6] F 9T - SIGNovE o ADAMA,o„ r _ «0 6� SHEET 1 OF 5 /161 SPWND STREET „POLE � down cape engineering, Inc. NEER Ky DB 16447 PC 69 BRACE / �J{ Peoe 2 Z-ZDIT V LAND SARCl VIL I VEYORS 04-324_D sE- Dy (Mr? DANIEL A OJALA PLS PE DATE 1 939 Main Street - YARM0L)77-/P01?T, MASS. Box \ PLANTING SCHEDULE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES "X \ \ \ `\ SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY GH d WATING CONTRACTOR gN)q�\ \ \\�\ SHALL MAKE THE RCAVATICN ON IEQUIREDT72 HOURVNOTIFICATION TO DIG �Q'' �0•`� dS \\ 4R° SAFE(1-888-344-7233) AND ANY OTHER UTILITIES HERITAGE=RA 7 BRaI HY-10" 6 /m m \ �Nf\\ \ ` �- WHICH MK, HAVE CABLE,PIPE OR EQUIPMENT IN THE BE7uu MLWA 7YER'TAGE' PROPOSED EDGE 'rr .\\ \ \ \\\\ CONSTRUCf10N AREA FOR VERIFICATION OF LOCATIONS. •'I OCUS OF PAVEMENT \ 2 ALL ED FRO VIE TO BE ROOF MOUNTED AND OCER GLORY RED MAPLE r CAL 13 4' SCREENED FROM VIEW. ANl'R R(BRUM OC)0ER r1dPr � i• 5A w-arts ON _ 3. SEE DETAIL SHEET FOR OTHER NOTES, P REM e LAWN \\ \ ��R\\\ �f i'�mr,�a'S AMQAMOER CANAOEM95 4'-5 11 AVDAEOINET O -NORTHERN ARROWWOOD q ARD��l] \\�;( '\ LABURNUM D£NTA)UM ` �""� \\ 'ON'y. \\ a h1L+ MAIDEN GRASS /5 19 DO NOT °X•` /"�, \\ \ \TRiPA, y� \\\ •.,\ •)1� MSCAN7NUS SWa&S GRAaU&VS' Sle �1 r�5 ar�J ENTER SIGN IK sa/ �J \\\\ \\ 'Qp e✓\ jj \\ PAMCUM Y. N yr MHEAVY METAL �erAAsCs /2 40 DING W y `\\\ \\ . .2C4\ \ l \ `\ yQ°, 2pOWVATA RELIBB'aLr R 'D IKKO BLUE HYDRANGEA /! 42 LOCUS MAP PARKING LOT'A' \ \ `SJq\ fir \\ \`\ w' H WUAfGEA M. BELIE, SCALE BE ill / SCALE AREA. 100•t Q � \� \`\\ \ Tf\ OQ��\\\ •�p,M RNOOODFNOROx 24•-30'18 LOT AREA: 100,288 SF 2302E AC. COVER I o \`1`e• \ ti/C�\ -Y \\\ / \ RHODOOD'ROV X P&' ASSESSORS MAP 328 PARCEL 68&69 `\ o -SHAMROCK INKBERRY /5 39 LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ROCK- IA /Rf \`\ \ \- \ mae5 \ Eta'Iz.ABRA � ON COMMUNITY PANEL#250001 COOC DATED / EAIo Lo�H Go IgNE N r� LAWN \ti\s�ai �Yp(/j\ \ `\ C' ` ( smucrA i�rl OOD fl 7 8-19-1985 �j S) °P `\ \f \ ` LITTLEBBNNYFDUNTANcRLss n 12 OWNER OF RECORD i p O �' `\ aNl4i\ \ \\ \\\ \ ® JAPANE.SE SPURGE B.R. 7s IMPULSE, LLC 3, L C N \ 41F� \ \ PROPOSED EXTERNALLY \\\ \ PA°VYSAAVRA 7ERMNAUS 297 NORTH STREET Ct i ' s/,PRINK. / OHO o �� ?J, o 4f\\ \SIGN \\\ \\\\ I \\ ,DECIDUOUS SHRUBS 1D TREES 19 HYANNIS, MA 02607 \ \\ \ -EVERGREEN SHRUBS 67 ORNAMENTAL GRASS 71 REFERENCES MAP 326 P0.2301 3 'p \\ Y'Y PROPOSED WALL MOUNTED LIGHT DEED BOOK 19132 PAGE 219 / / / / \ '� \ \ PROPOSED LIGHT POLE A PROPOSED UPLICHT R�IYANNOUGH R MST i" / \\ \ \ \ \ DEED BOOK 12760 PAGE 275 mi \ DEED BOOK 604 PAGE 207 5 DO 12362 Pc 30 S % , ♦ / s \\ \� \ \\ PLAN BOOK 604 PAGE 35 i �• /F �,�� � \ §� \�\\ PLAN BOOK 37 PAGE 77 W DO HOT/ /.• 9� �OU ♦ 4- UW.i \ \\\ SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO • i r �L '3•�..`^ \\/(^ \\\\ ALL SHEETS) % j PROPOSED GRANITE LOT COVERAGE: % XISJI1� / o j" BU�L��IV O �, .\ UWN WATER FEATURE ZONING SUMMARY EXISTING BUILDING COVERAGE 51.6% IJ4 N \ DUSTING PAVEMENT COVERAGE 41.8% r / • �3 7 S i i" ONLY 9" METAL j' . ZONING DISTRICT: HG HYANNIS GATEWAY DISTRICT TOTAL DUSTING IMPERVIOUS COVERAGE 93.4X. �� / /' Q TER 9ON g A r Y I I REQUIRED PROVIDED EXISTING NANRAL STATE N/A PREVIOUSLY DEVELOPED � MIN. LOT SIZE 40,000 S.F. 100,288 S.F. SHE / j 'XE c\ MIN. LOT FRONTAGE 50' 605' MIN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE :34,478/100288 34.385 P Wa Lo , MIN. SIDE SETBACK 20' 0-6'OOST. PROPOSED PAVEMENT COVERAGE. :48,593/100288=444% 'a- / 8.MIN. REAR SETBACK 15' N/A COR.LOT / _ 1NT�� - �, 1 TOTAL PROPOSED IMPERVIOUS COVERAGE: 62.835 '/ s[ 'AE =E I MAX, BUILDING .K. X DING HEIGHT 40' 25f' a6r i' jIRE� MAX.MA BUILDING HEIGHT 3 STORIES 1 STORIES <93.45 EXISTING,O ' /• / • 0 ., 7�f ! m I/ MA LOT COVERAGE 80% 828.R(93.4%EXIST) FLOOR AREA RATIO 0.8 0.36 ;F I - ! • %/ DO� // SITE LOCATED NA WP WELLHEAD PROTECTION OVERLAYY D DISTRICT /•/ % Fp I �o�a�_ OPEN SPACE 17,157 SF 17.115 (EXIST. 6.6%) IMPERVIOUS LOT COV. 83.071 SF 82.83% (DUST.93.4%) 1 /`. /�JJJBBBD j ice^/ rl MUNICIPAL SEWER CONNECTION IS EXISTING p o� GINS /1$ ! r/ LAYOUT & LANDSCAPE PLATfCfM PLAN OF LAND a AT R°5 4-6 Jq #349 & #333 IYANNOUGH ROAD / PI«yp,4P B RD7w. �. o PARKING SPACES: IN r AD T47 CON ACTOR • REQUIRED/ /RN QPARKING: 1 I 14 OP.ENM "OR• we I / � cE NiTH C/J ( SPECIALTY RETAIL TO BE DETERMINED BY TESBUILDING COMMISSIONER/PLANNING BOARD HYANNIS (BARNSTABLE), MA 1 \ / PROVIDED: 80 SPACES. INCL 4 HCP. r .. ...•oA,C� 'un�n,' .- - o 1 (SHOPPING CART CORRAL NOT URUZED) PREPARED FOR . .k:'`. •..' 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LO18AYC ARC ( .* 7 iA4D2ER • DATE: 4-26-201 0 E REVISED: 0S O� \ r REVSD24-2010 (ADDL SR COMMENTS)6- OCK f0 CI&Y MAP3mra43 1ooAK � -__-__ 0 10 zo 30 ao so FEET REVISED: 6-22-2010 (ADD'L SPR COMMENTS) PAUI N.R 8 PC A PIaE 5-OAK 6' 6 YOFI Y a4�)' s) A Q - -- REVISED: 7-21-2010 (SCREENING) ___ a REVISED: 7-28-2010 (PER PB COMMENTS) JR6 BLOOKSHI E;OAD S'CHRY 4'OAK 6'CH E ___ �NfENi DO 750 PGt� EXTERNALLY REVISED: 8-13-2010 (LOADING DOCK) MAP 328 Pau y -LIT SIGN REVISED: 8-17-2010 (REDUCED FOOTPRINT) ROAD p7 CKSH Y ` 6-CNRY GARAGE REVISED: 5-23-11 (MHWY REQUIREMENTS, RIM GRADES) BR DoK91nNE 6-O P4VEME/NT y REVISED: 7-27-11 (CLARIFY GRADING, MHWY COMMENTS) DB 10371 PG 284 6 8'aBNY NDu NyADr 0f REVISED: 2-2-17 ((�VL�ESTISULE, MOVE COMPACTOR, SIDEWALK) -�wE � 4-QiRYCNRY T• Eq i MNIFl p,vaEL A DPI off 508-362-4541 4y 2"OAK S)6=L•a.E �.e 5 \ - P O,IpLA ayq '�T/ f-508 362-9880 SIGN s� a € ADAM C a a N•.465 SHEET 1 OF 5 S Q NoESS R. SPRING STREET UPOLE f � i ��� ^�s�l�� down cope en gin eerin g, inc. OB 16447 PG 69 BRACE / !!�- J •oMAt L 2-2-ZD17 C/V/L ENGINEERS _ AND SURVEYORS DANIEL A OJALA PLS PE DATE L _04-324_BA5E-09.DWG(ARc) OVERHANG ? 1 \roRANT 1 939 Moin Street - YARMOUR-7POR7, MASS. NOTES: -- \ \ \\ I 1. T FE LOCATION OF EXISTING UNDERGROUND UTILITIES PLANTING SCHEDULE '4 SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY e�✓i Qp EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR `tay \ awe 1010 r SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG 5�,d•.�_ ✓ ws 8 SAFE(1-888-344-7233) AND ANY OTHER UTILITIES HEwTACE CLUMP BIRCH T-10• 6 A / \�,�\+�. /'t'f \ \ \LNG\ WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE BE7ULA N/LWA NEMTAG£' PROPOSEDAPAFVEMMEENNTT -- o91E X' \ ti \ \ \\ CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. wt OCUS \\ Al \ \ \ \\ P 2. AIA MECHANICALS TO BE ROOF MOUNTED AND 'f ,..y Im \\ •�\ \ \ \\ SCREENED FROM VIEW. OCTOBER GLORY Rm MAPLE 3•CAL 13 �j T �y \\ / ISO \ \ \ a a ACER RUBRUAf OCT°BER GLORY SAW-Cui (J�..�)3 3. SEE DETAIL SHEET FOR OTHER NOTES. ,P REMOVE N,e m LAWN \ \s�q/a\ a8 •JUNEBEY 4'-5' 11 18 PAVEMENT r^"` \ \ \ \ \\ AM£LANRRaNER'AA. > Q l \ r -NORTHER N ARROWWOOD _ 1 1 1\ , ARD \ \O B5 38� \\ // lJ VIBURNUM 0£NTA 7UM L MAIDEN GRASS 85 19 I DO NOT \\ \ f �Q \ \\ \\ MISCAWHUS S/NENS/S CRACXtUAfUS' ENTER SIGN \\ hj�\ \ \\ HEAVY METAL SIMTCHGRASS /2 40 IK P. \ \ �T C \ \ PANICUM Y. HEA VY METAL' .DING Wo �{ \\\ \\ 0 '•HEELER'S JAPANESEHELLE HOLLY /2 10 \\ \ 8.`\ Wp'L jam\. \\ 2ExcRENAra TEZLER, LOCUS MAP PARKING LOT•A• \\ \ ST\ �\\ / \\ •NIKKO BLUE HYDRANGEA B7 42 `( NrDRANGEA M HnntO BLUE' SCALE 1•=2000't METOAL \ Fyn \\ / WJM RHODODENDRON 24•-30" to LOT AREA: 100,288 SF- 2.302t AC. COVER I / \ \ cy\ Y \ \ RHaooDENORav x P..e2' ASSESSORS MAP 328 PARCEL 68&69 -SHAMROCK INKSERRY 95 39 0 14 F \\ \ Y� \\\ wiaEs\\\ O ILEY aABRA SHAVROce LOCUS IS WITHIN FNMA FLOOD ZONE C AS SHOWN Etro LSDA LAWN \�IF. qY' �`\ (- o I \\ •KELSEY RED TWIG DOGWOOD #1 37 ON COMMUNITY PANEL//250007 OOOC DATED '{ CW1NU5 SER/CEA WELSEY 8-19-1985 LITTLE BUNNY FOUNTAIN GRASS f+ 12 OWNER OF RECORD Praw/sETUN A. LrrzE BUAWY PROPOSED \\ \ ® JAANESE SP RG7ERN/NAf/S B.R. 75 IMPULSE,LLC / 3• + N ., \, LOhl \ EXTERNALLY \ \\ \ 297 NORTH STREET METAL % 3/PR/N O J 'n �'f UT SIGN \\\ HYANNIS, MA 02601 COVER i K Q O ` ?3. `+ \ \ \ / \\ -DECIDUOUS SHRUBS 127 TREES 19 �`I •4 •�yy \ \ \\ , ••EVERGREEN 9HRUB5 67 ORNAMENTAL GRASS 71 REFERENCES MAP 328 PCL \" \ Y PROPOSED WALL MOUNTED LIGHT IYANNOUGH REALTY2 TRUST �TR� \ \\\\ Y'Y 4 PROPOSED LIGHT POLE A PROPOSED UPUGHT DEED BOOK 19132 PAGE 219 F371 IYANNOUGH ROAD i ' \\\ \ \ \ r' DEED BOOK 12760 PAGE 215 DB 12362 PG 30 m' / \\/ \ w/ \\\ DEED BOOK 1885 PAGE 207 PLAN BOOK 604 PAGE 35 PLAN BOOK 37 PAGE 77 TOP DO LAWN 40Y NOT ♦ \�k Fa \ o \ \\ SIGN ENTER SIGN \4y,!�%'r \ \ \\ SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO ALL SHEETS) %• � � 4\ avgN I\ \ \ XIS IN //, — \ LOT COVERAGE. PROPOSED GRANITE \ LAWN WATER FEATURE r �/ /BUl D,FN/ // o° �,�� / / ZONING SUMMARY EXISTING BUILDING COVERAGE 51.6% METAL / 34>47 S / - ONLY SIGN EXISTING PAVEMENT COVERAGE 41.8% COVER (� • i y; )F: ZONING DISTRICT: HG HYANNIS GATEWAY DISTRICT TOTAL EXISTING IMPERVIOUS COVERAGE: 93.4% �f DO NOT ENTER SIGN g<� S7'q f / REQUIRED PROVIDED 1 EXISTING NATURAL STATE N/A PREVIOUSLY DEVELOPED MIN. LOT SIZE 40,000 S.F. 100,288 S.F. SITE / MIN. LOT FRONTAGE 50' 605' / / / j• °�j PA-,�� ?Il• MIN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE: :34,478/100288= 34.38%' N=LOT �. I MIN. SIDE SETBACK 0.6'EXIST. 15' MIN. REA SETBACK 15 N/A CDR. LOT PROPOSED PAVEMENT COVERAGE: :48,593/100288= 48.44% as, v11+ I R 1 % DgU [ / I BUILDING HEIGHT 40' 25t' TOTAL PROPOSED IMPERVIOUS COVERAGE: 82.83% l LES 0 MAX. MAX BUILDING HEIGHT 3 STORIES 1 STORIES <93.4%EXISTING, O.K. MAX LOT COVERAGE 80% 82.8.%(93.4%EXIST) FLOOR AREA RATIO 0.8 0.36 I O / SITE IS LOCATED WITHIN WP WELLHEAD / Oi II PROTECTION OVERLAY DISTRICT p ` / Pa OPEN SPACE 17,157 SF 17.11% (EXIST. 6.6� IMPERVIOUS LOT COV. 83.071 SF 82.83% (EXIST.93.4Z) MUNICIPAL SEWER CONNECTION IS EXISTING o SIGNS / LAYOUT & LANDSCAPE " m m PLAN OF LAND cc. AT ' •-. .,.. :• ':.: / / �j � E •• B LEYLAND CYPRUS 4'-6' � � ; - #349 & #333 9YANNOUGi-I ROAD ' • % r PARKING SPACES: I 10' BOLLARD TYP. r '1 / P�PCA,CNTOR COMPACTOR N / IN J I 7 ARACE R• CE SatEENINC REQUIRED PARKING: p / 14 OPENIN FENCE WIN ( �1 / SPECIALTY RETAIL TO BE DETERMINED BY .. GATES ffiA / HYANNIS (BARNSTABLE), MA BUILDING COMMISSIONER/PLANNING BOARD PROVIDED: 80(SHHOPPNG SPACES (CART CORRAL NOT UTILIZED) PREPARED FOR "PLATFORM'• ..•:... PC r IaXla xB 3 8• 3 0 �,��_.�C".. E;" "`a�E .. .. •.,., sAT LOA�NC� SEE TRAFFIC MEMO DATED 8-17-2010 IMPULSE, LLC 42 G I A1E u-, ° ADER L ,... LA DATE:. 4-26-2010 ) EN52AjE�4 '0/ ...: pt7FOftM ExiSnN 9F _ Scale: REVISED: 5-11-2010 (SPR COMMENTS) E RD. 36 �Gti. .. .. N CG40/N C °r! C DOCK r REVISED: 5-24-2010 (ADD'L SPR COMMENTS) 6-CHRY 6YDR 9c � : � " - to'clo+Y _ 0 17zo 30 40 50 FEET REVISED: - - COMMENTS) MAP 328 PCL 43 t0 OAK - ...,::;):::::....._.�_ - �r I 55 y REVISED: 7-21-2010 (SCREENING PAUL N.&LUCY A PICK _ <_ /IB BRO01(519RE RDAD SOAK 6 65"C Y 247 g) Q .'t°.�SCRg" ��_ A REVISED: 7-28-2010 (PER PB COMMENTS) DO 790 PG 1 5'CNRY 4'OAK 6'CH Y E (�-"'�i�.�j���.s:'Y5'%n`.-::.� PROPOSED 6-OAK '� _"-� EXTERNALLY REVISED: 8-13-2010 (LOADING DOCK) MAP 328 Pa 44 ��-�_` y LIT slcN REVISED: 8-17-2010 (REDUCED FOOTPRINT) JOHN P.&LYNN M. 4'CHRY EXIST. DOHERTY 6•CHRY GARAGE �� PAV U, REVISED: 5-23-11 (MHWY REQUIREMENTS, RIM GRADES) /17 BROOKSHIRE ROAD PR 6-OAK o y REVISED: 7-27-11 (CLARIFY GRADING, MHWY COMMENTS) DO 10371 PC 284 °POSEp 8'SIOCIEAOE �� 5'CMRY�RY $� V711°F FN REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) FENCE 4•CHRY o £AS DANIEL fbWIEL A ,F off 508-362-4541 2"OAK S)6=1,Oa•E P STOSIGP - waLA cvaA f°z 508 362-9880 }1gQ a1�fB C ADAM C2g PJEENNNIFER 97 ��,� N°.4096p < No./6502 x SHEET 1 OF 5 R FULLERTN TRS ot down cape en gin eerin g, Inc. y SPRING STREET UPOLE /A a 1�°a ?�( G�� 6 Lp- /I81 SP$ DO 18447 PG 69 BRACE / VIAL L 1 t f Z-Z-2017 C/VQ ENGINEERS DANIEL A OJALA PL LAND SURVEYORSS PE DATE _04-324_B4SE-09,DWG(ARG) "'ANC i / HYDRANT I 939 Main Street - YARMOU77-IPORT, MASS. "Box ,1r 5LAo IG p 5M ALL'? � UGH \w. -�ExISm.° \ \\ \\ LEGEND ��•J �e�s�� , ��a Nigro\ Ar'r:;� UTILITY POLE �/Y PROPOSED EDGE / / hA�4�I.r � (a>2Vf\w\ ` 0 \ \ \ \ C) GUY WIRE aul 8 OCU9 e�y \ \ wnT \ \\ SEWER MAN HOLE COVER / w / ¢ Doi OT J �\ �• Fy'\ c-.-..ON 7iFtnDs� \ \ \\ y.\ SAW-CUT e -__ I 3 EN gGN �!` \''" \Wi„\ ® /� WATER SHUT OFF VALVE $ REMOVE ` ,•LAww' "• ROPOSED B' PAVEMENT f ': A`..,�12 \40 _ �SS TS&G \ \ \ HYDRANT - 1a u a / / �'.' _ RAIN \ F \\\ \ \ \ \ o /3, ` _ I g:ao.0 3 W\ mow �`00 1 \ _ ll -� TRAFFIC/STREET SIGN U , \ \R'0, W \ \ (Jj \ \ ¢\ SINGLE POST SIGN DO NOT o \ 3 s 1. /'.''.;...I ENTER SIGN \W Qh IK l ,��. • l >';�r F\ \\ \\ ® DOUBLE POST SIGN -DING r `'l5 I '�;;`�,;,,;�\12"lNv y �'r \ 28\ \ \ \\ _ ASSESSORS MAP 328 PARCEL 68&69 �9�s \ 36,p( q\ \� \�\ \\ \ \\ \\,, - STOCKADE OR SPLIT/POST-RAIL FENCE LOT AREA: 100,288 SF 2.302t AC. \ PAING LOT'A' 3 '"F._- / a Q _;�,1 —OHE — OVERHEAD ELECTRIC LINE METAL \Q9 9 y COVER I X4 1 ` + T.' ' $,•z�$g \\\ �9 / /�'/y� \\ W— UNDER GROUND WATER LINE LOCUS MAP E— UNDER GROUND ELECTRIC LINE SCALE 1"=2000't LAWN .. _ UNDER GROUND GAS LINE \\ �F' �)'O\ \\\ ) \\ G ASSESSORS MAP 328 PARCEL 68&69 _- -----aJ. \ _ Y`r PROPOSED BUILDING MOUNTED LIGHT LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN o s• .� (, \\ \M\�\ 'N \ \\ PROPOSED POLE LIGHT ON COMMUNITY PANEL#250001 DOOC DATED RooF r \ \a A'Nr\h' I� 8-19-1985 oRA _ F i'4 PROPOSED\ \ 1 EXTERNALLY \ I\ ` \ & HANDICAP PARKING METAL+'.: 3' RINK. i / B �\\Sy? �� 'Ifs\2// UT COVER - `. J• / {N\ y \ \ / �\ \\\ ,w / /4p� � � a//� \ \J EDP EDGE OF PAVEMENT OWNER OF RECORD i / \ \\ C87 aQ's W \ 1. / MAP 328 PCL 230 a s \�k"'? / \\ f\\\\ M STEEL MANHHOLE COVER IMPULSE, LLC IYANNOUGH REALTY TRUST (` (371 IYANNOUGI ROAD >o - ! \ \ \\ 297 NORTH STREET / HYANNIS, MA 02601 DB 12362 PG 30 /'" '�'�- \ a•c,��• �. \ A \ r \ \\ GAS METER Yyr,i�J \ /G W/ �DO Nor i; 414 LAWN `r' o� \o \\ O CATCH BASIN REFERENCES Simm j j• Po - \\ '2� \ \ DEED BOOK 19132 PAGE 219 CONCRETE WHEEL STOP DEED BOOK 12760 PAGE 215 GAS SHUT OFF DEED BOOK 1885 PAGE 207 Sj { l` .�� PLAN BOOK 604 PAGE 35 i?33� (ISTING / �' \\\ % •�\ LAWN PROPOSED FEEATTUURE / ,BU,ILD,INi SFr TURN 41 fops),' ,\ EXISTING SPOT GRADE ITE PLAN BOOK 37 PAGE 77 \ 4y+Q '� SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO I %METAL'' 4,4'7 S / moa+Lr sdt / a E . / ? \ .-ali EXISTING CONTOUR ALL SHEETS) COVER - / / / .•9 DO NOT \\ (JS / / S ice,:,• ENTEA g g REF. MASS HIGHWAY PERMIT FlUNGJ-2017-0736 NOTE: REFERENCE ARCHITECTURAL DRAWING FOR COMPACTOR PAD, BOLLARD DETAIL SHEET AS GIAMPIETRO 1 / i V84nG C4 / ARCHITECST FOR KAPPYS UOUERS DATED 11-1-16 t NOTES: CONTRACTOR TO VERIFY CHUTE HEIGHT WORKS PRIOR TO a _.:, POURING PAD. O I (..,.,.� a` _ L THE LOCATION OF EXISTING UNDERGROUND UTILITIES /R /= - SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY •� 3s.o( / n0 ®/ r^ ,✓,/ // EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR f � / I / SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE(1-888-344-7233) AND ANY OTHER UTILITIES 'o OVERFLOW / !/ WHICH MAY HAVE CABLE,PIPE OR EQUIPMENT IN THE [ • / /" 4�' N^, • �` CATCH BA'N CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 1•" _ f / L,,. _ al.o� !/ /< 2. ALL MECHANICALS TO BE ROOF MOUNTED AND SCREENED FROM VIEW. 1LaeNk 36-olTP z.+N� '0fr I� 'f UTILITIES/GRADING 9N5 64.0' ! FLAN OF LAN® f ti AT / / O r9J ¢ Lrs I .... .: P4A70RM � �..�. �:Y":, :°:9m ti '/ - � / #349 & #333 IYANNOUGI-I FtOA® �J HYANNIS (BARNSTABLE), MA BOLLARD TYP. _ 1 �•P014 PAC�FOR f ` COMPACTOR \\s s o {��N Ili PREPARED FOR / ARAGE DOOR �Q'CE J FENCE SCREENING IMPULSE, LLC �EIJING� j GATES WITH LP4,•^r 1 L' • iW / 1 ---� .',ctiliC��`�nOTj, •... -..rea.�, / �• ,z4'�i � s _ / DATE: 4-26-2010 '3tla'46'xe° fT)6'0 Ly3� �0�36p - REVISED: 5-11-2010 SPR COMMENTS PLAIFORM' 4 s S t'- D REVISED: 5-24-2010 (ADD'L SPR COMMENTS c018' 2 al: ,L z_��..�:� R t4zls S O AT LOAD/Nc al /`:: .. :1 \J ; ) X��— F C ®cocEti_' ��'� `` - s^ ;% - 0 10 20 30 40 50 FEET REVISED: 6-22-2010 (ADD'L SPR COMMENTS) ]ADER NOmNylRlci�� P -X°�M-.. :.:. ...OtIC ` ..•�ONC o+ P /NV,'g'.36i5 a, \ RAIN,,hh ---- 1/' 5 S •s REVISED: 7-21-2010 (SCREENING) i� REVISED: 7-28-2010 (PER PB COMMENTS) E RD. �y:..:. '.!I N•EASEME or/E:..'..%..... 10AT,6RAI'. - x*`�� ,pT� \ z , pxsnJp - \ cf.: REVISED: 8-13-2010 (LOADING DOCK) '` °B-1 off.. ADI�G ppC�...D�;'\ 112•INv.3s.o Tw..;.:`•., ur.�� '� o � / s REVISED:REVLSE 238117-2010 MHWY (REDUCED FOOTPRINT) RIM INGRADES ZONInp°lSTRIOT tX o'i`-•��f. 'p <.. • ---- -�ice' `\.-/ h ( ) MAP 328 PCL 43 247,7 �X�# _ . ,......,.,.,,... _----__ y,,.; ' uf4ps) �` l r. REVISED: 7-27-11 (CLARIFY GRADING, MHWY COMMENTS) PAUL N.&LUCY A PICNE 9' S 7•� X �'"` ,`'-"....-:- rrl /°� REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) 016 BROOM RE ROAD 849'S{'E X #$`;'-:-'%::`:::'_.._.. l i i DB 750 PG 1 �- t7jyf•=`...._ '�' _ ., ``-'O ROPOS`1 MAP 328 PCL 44 kC X1p�rECBt P :—�ta0.6) N UT SIGF(",�w JOHN P.&LYNN M. GARAGE X—_ j __ '' = p ,•Ei. . DGHERTY r A SHEET 3 OF 5 /f7 enOGLs1mE ROAD DB 10371 PG 284 PROPOSEp - SHED C82 ^ `\. > of _ off 508-362-4541 8'S7ppyrAOE FEAIOE [a0.33] >'o UOUTy Ea ro :? // off Mr6fL A fax 508 362-9880 A. •g \ S'6�7 p{ E 6 j 5 p�1! <gGN \7 OJALA pd'.gtL p0•' MAP 328 PCL 67•� 77p ? s;'.F ! c No.a0980 < No.46502 _ ADMRNLLERTONt°m`�`s' „-----:' 9 � down cope engineering, Inc. 0181 SPRING STREET UPOLE J ../£r Cl lAL ENGINEERS S°oe FgjO $ DB 184p Pc 68 BRACE/ / G 2-2-2017 LAND SURVEYORS G DANIEL A.OJALA PLS PE DATE 939 Main Street - YARMOUTHPORT, MASS. F ANC HYDRANT I I _04-324-BASE-09.OWG(ARC) +3F] .1 N Q 8 N Q U Z C V Q VI H z /Ay EXISTINS 6X6 COLUMN BEYOND O O 3: 2.10 W/11^ PLY. HEADER O ri n L HIJT _ O �O �A-4 Mw > 3-A, R.O. TO COMPACTOR / M (VlrslR OfOVINO W DOOR MANIJPACTJRO!) v O Q -- ----- - l_ L o ' _ .__.__._ F!_RS_T_Pl_OOR `—....._ u_.— Ltn 1, �o COMPACTOR f COMPACTOR V N o Q OTT v v O � --- 2 iy p 4-1 - - --'—------ --_---' '- -___ -- -- _ � M[ski E~w 6" THICK REINFORCED CONCRETE SLAB (3000 PSI) W/WWF 6'x6'/4.4x4.4 �F1 SHEETS ON CHAIRS V I' 6'OF%'COMPACTED STONE SECTION THRU SECTION THRU COMPACTOR -_._-_---- SCALE: 1/2" s 1'-O" COMPACTOR B DRAWING TITLE:_ A SCALE: I/2" a I'-O" WO STEEL PIPE BOLLARD DRAWNRY: gf — FILLED W/MIN. 2300 PSI 10 CONCRETE. ROUND - CfIECKED RY: 1 CONCRETE OR CAP 0 TOP in TO PREVENT COLLECTION DATE: ff-f_16 - OF WATER. - FINISHED GRADE REVISIONS: — 6-23-16 O - — 1 I 4% VF- V PROJECT No. CONCRETE EASE 1557 (3000 PSI, TYP.) arroFncoxraerE - — AEzZ try rr R-F.�usr OTM _ I M.eioaxo ow coxsm�iictw"ox rNa wilxOYf A00x SIIEET No. .BOLLARD DETAIL SCALE: 1/2" a 1'-0" _ A6 �f1;w7�tTSSo Paf��`�'ifl`i 7 I \ \ 1 9O>\ w �, \ \ NOTES: PLANTING SCHEDULE 1 X ,a \ \ \ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES •P SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY 0° Q EXCI;VATION ON THIS SITE. THE EXCAVATING CONTRACTOR S��•'{ 7 "fir_ d! c GN M4iA'r\\ \ \ �\ SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG HERITAGE CLUMP BIRCH B'-1o' 6 � 5 �\ vA'Ro \ \ \aZOw� SAFE (1-888-344-7233) AND ANY OTHER UTILITIES lLLr`� Y� Y�c�YrWW...Y�777 eE7u/A Maw 7/EA,rArY�, + \ WHICH MAY HAVE CABLE,PIPE OR EQUIPMENT IN THE PROPOSED EDGE - r a o -h\.\ Nf \\ \\ \ �\ CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. wrt OCUS OFT i'- \ \ SCREENED FRONM VIEW.LS BE ROOF MOUNTED AND OCIER RL RUAfCLORY'RED MAPLE r CAL, 13 r A(1'R R//BR//M ac7Is7ER aaer SAW-OUT @ ... m ION J \ \\ \/rf ®® �� 3. SEE DETAIL SHEET FOR OTHER NOTES. PA REMOVE VEMENT - LAWN \ \ \ !!< �1 i [1+ -JUNEBERRY 4--5' +1 Q �a ��Of� S 4ameA' A4tAN04/ER CANAOEN9T \ \ \ -NORTHERN ARROWWOOD 35 GARn \\ \\ \l\\ B dO NBURWM DhNTAnMf <w ! MAIDEN GRASS /,5 •')�` %�.�� \ �rRi \ � Q� � 11SCAN71N5 9NE7995•GwC!/UAIUS' ENT DO NOTER SGN \\� \ \ RD\�Q�\\\� \�� . HEAVY METAL EA Vy E AL' /2 40 \ PANfIXBY Y. NEAW METAL' LINO s':" c/ �, `\�� \ \ TF2ll\\��� \�� O 11.1 ArrAPA HOLLY /2 1D 'NIKKO BLUE HYDRANGEA n 42 LOCUS MAP PARKING LOT'A" HYDWQFA M.WXKO BUJr SCALE 1'=2000't -PJM\ T\ • \ �TF RHOO RHODODENDRON 24'-30" - LOT AREA 100,288 3 SF PARCEL 61 AC. RNaoaOENMOV x PA✓ ASSESSORS MAP 32B PARCEL 66 k 69 _ COVER I m \ UY�\ -SHAMROCK INKBERRY /5 mil• - �q� \�� 39 LOCUS IS WITHIN FEMA ROOD ZONE C AS SHOWN WIPES p /cEx QABBA 37/AAIROGTr ON COMMUNITY PANEL K250001 C00C DATED LAWN ` RED TMG oo¢oD s1 376 -;A 8-19-1985 b c� LITTLE BUNNY FOUNTAIN GRASS p 12 OWNER OF RECORD W p \I PDWSE7UAI, vTRE BUNNr t %• p p .�r' ) o O o p 'Y//�/�+ Ary� \ .� \ ,IAPANESE SPURGE B.R. 75 IMPULSE,LLC 4rii4� \ \�� ® PAO'/MSAALOWA )ERI0NAU5 297 NORTH STREET F \ PROP::5E0\ T 3• N \ <o NP\ E gNALLY \ \ \ HYANNIS,MA 02601 METAL % J' RIN. O Z. 1, \ -DECIDUOUS SHRUBS LZ7 TREES 19 COVER x \ I REFERENCES OOp� � � =EwtcaEE1+SHRUBS 67 oRNAMETtrAL IRAs 7t / � 'i2•_ \ \+ �� Y't PROPOSED WALL MOUNTED LIGHT DEED BOOK 19132 PAGE 219 MAP 328 PCL 230 3 %' } •� \ q� \ \ \ DEED BOOK 12760 PAGE 215 IYANNauGH REALTY TRUST - \ \ \\ .rr PROPS U�+T PROPS UPUcxi DEED BOOK 1885 PAGE 207 r i371 IVANNOUG H ROAD �� j oa tz362 PG 3O / / // i _ \ r \`\ g \ \�\ PLAN BOOK 604 PAGE 35 %r \~1h` \�� PLAN BOOK 37 PALS 77 '• / ./ DO NOT ♦ ' ruw!1 \\ / \ SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO ENTER SIB r \ \�� ALL SHEETS) LOT COVERAGE: i PROPOSED GRANITE % XISJI' ,:'/ p � �' � LAW„ WATER FEATURE EXISTING BUILDING COVERAGE 51.6z TBU)L'DIN' p ,�TURN ZONING SUMMARY EXISTING PAVEMENT COVERAGE 41.8% METAL / /3` , 7 S / ONLY SIGN % ZONING DISTRICT: HG HYANS GATEWAY DISTRICT TOTAL EXISTING IMPERVIOUS COVERAGE: 93.4% r-A COVER `•' / j 00 NOT ENTER S(xN 5 ;f REWIRED PROVIDED EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED SPA '�` .f I MIN. LOT SIZE 40,000 S.F. 100,268 S.F. SITE MIN. LOT FRONTAGE 50' 605, 23.6 MIN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE: :34.478/100268=34.38R I MIN. SIDE SETBACK 20' 0.6'EXIST. PROPOSED PAVEMENT COVERAGE: :48,593/100288=48.44% •8. ! MIN. REAR SETBACK 15' N/A COR.LOT O I" E'rYE r MAX. BUILDING HEIGHT 40' 25t' TOTAL PROPOSED IMPERVIOUS COVERAGE. 8283R MAX. BUIIDING HEIGHT 3 STORIES 1 STORIES <93.4%EXISTNG,O.K. MAX. LOT COVERAGE 80% 82&R(93.4%EXIST) FLOOR AREA RATIO 0.8 0.36 ; I % � e ! 1 • SITE IS LOCATED WITHIN WP WELLHEAD pp OPEN SPACE DISTRICT SF 17.11% (EXIST. 6.6%) IMPERVIOUS LOT COV. 83.071 SF 8283R (EXIST.93.4%) j /AA,�fR ! MUNICIPAL SEWER CONNECTION IS EXISTINGIf l I SIGNS V < y w LAYOUT & LANDSCAPE �.-: -•:'-'P4ATFCf1j PLAN OF LAND B LErLallo cmRus a' 6 \ o •'�� j/ PARKING SPACES: #349 & #333 IYANNOUGI-� ROAD BOLLARD TYP. et :.•. �- N IN ! - > ✓RACE O oR' / Pb SCREENING / REQUIRED PARKING: +• ! t t4 OINED BY P.EtJIN / GATES WITH \' r BUILDING O.MMIISSIONER/P RETAIL TO BE LANNING BOARD .-:_•-• wo-�. - IHYANNIS (BARNSTABLE), MA PROVIDED: / �'` -• % i ! 80 SPACES. INCL 4 HCP. - _ -. .����`ltvu�h•.. _._•• -..• ••: 3 � ; / (SHOPPING CART CORRAL NOT UTILIZED) PREPARED FOR •:.......; .: ..PLATFOPNA'• yB EA• y ':' - ' • :~ _ •. �6°�-�,y0a4• `.;• - •-, r4Xr 3 g.Doq�A o \Jr SEE TRAFFIC MEMO DATED 8-17-2010 IMPULSE, LLC ' �_�`•.�•`.'.: ;. �O�vf ..•.•. Y '.. •... i ARE4 I � 42 x o 7 DATE: 4-Z6-2010 E RFR •EA5 .��.DrIE:•. _; RAJFORL7.m EA7g Swl�l'=20' REVISED: 5-11-2010 (SPR COMMENTS) E�- -•;ti, EA1¢t•`�-• L0401NG�O \� - ' REVISED: 5-24-2010 (ADD'L SPR COMMENTS) 6.01RY'6•COR BP __ C/Y 10�mr �'' o to 20 30 40 5o FEET REVISED: 6-22-2010 (ADD'l SPR'COMMENTS) YAP 328 Ptl 43 +o OAK gg r� _---_ _ - REVISED: 7-21-2010 (SCREENING) PAUL K 6:LUCY A FICHE 5'OAK B•_ fiCHRY 247.7p• S 7 A' --- _-- AL•EMENT / <_ PROPOSED "�RIEVISED: B813-20110 0P(LOADING DOCER PB K) 016�0�9IR ROAD 5'CHRY 4.OAK 6'CH E _(") —_ ___ <_ MAP 32B PCL 44 6.OAK �t y Ex1ER""ur REVISED: 8-17-2010 (REDUCED FOOTPRINT) 4'CHRY EXIST. OT SGN ' JOHN P.s LYNN M. GARAGE - REVISED: 5-23-11 (MHWY'REQUIREMENTS, RIM GRADES) ooHERTr 6 cHRr 60 PAVE pNT y REVISED: 7-27-11 (CLARIFY GRADING, MHWY COMMENTS) /17 BRGOKSHIRE ROAD Srm oa 1om PG 264 PROPoga B. B cHRr uD +9 of oT REVISED: 2-2-17 J(V��ESTIBULE, MOVE COMPACTOR, SIDEWALK B ADE A-E}NCE S"CHRr Ury EA 8 L(� off 508-362-4541 4"GIRY 2'OAK S 765t B t 5 � �STOP a DANIEI. DAA. awENL A 1♦T/ fax 5118 362-9680 MAP 328 Pa 67 —`E 779 SIGN ✓ALA ]VLL SHEET 1 OF 5 PO"•As�Q�'a "NI u N..40980 No.16502 U)AM /IKB1 SPRING STREET UPOLE I,I `Da Nam" do wn cape engineering, inc 4NOSU9`IL1C sgxAl L4 CIVIL ENGINEERS m g tlB it1447 PC 69 BRACE I� / ` 2-Z-zoLT LAND SURVEYORS C� r _04-324�ASE-09.DVM.(ARC) i oVFrttN,U,/o- __V l 1 DANIEL A OJALA PLS PE DATE i 1 / HYDRANT / 939 Main Street - YARMOUTI-!PORT, MASS. 1 - F � 7 Q O O V m T - U ( < m z P4 EXISTING 6X6 COLUMN BEYOND O r Woo �D 3+2.10 W/ks' PLY.HEADER �0'.' Fff M L N T = O f'"'1 M W 1 W. Q Nt en 3'-2& x 3'-?X°R.O.TO COMPACTOR Q I - (VERIFY OPCWNG W OOOR f1ANUPACNRER/ y t 1 o FLWL I ' I 4 FIT tlOOR ,_ ' _' _ -- FIR3T FLOOR .�..-- .- RS .,, _ O UJ CU COMPACTOR N 9 COMPACTOR U T.o -- --------------------------------- --- N Ln co V' 6° v T44ICK REINFORCED L�- � •�- `w� J�����5+.� � �!` . .- CONCRETE SLAB(3000 P51) Q.•` ems, —, e W/1 WF 6'xb'/4.4x4.4 SHEETS ON CHAIRS Al b°OF�W COMPACTED STONE 12'-0" 2'-10° SECTION THRU SECTION TI-IRU B COMPACTOR UIwwINCTii : ---- COMPACTOR SCALE: I/2" m V-O" A SCALE: I/2" I'-O" DRAWN BY: �'f 610 STEEL PIPE BOLLARD FILLED Il/MIN.2500 PSI CIIECKEDBY: 19 CONCRETE.ROUND CONCRETE OR CAP®TOP 1(1 TO PREVENT COLLECTION ATE: 11-1-16 OF WATER. - - FINISHED REVlS10NS: 6-23-16 GRADE - —. ----_ 'par. .. . `• Fro ' PROJECT No. 1557 CONCRETE BASE (3000 PSI, TYP,) THn sflnw":c is Pwrr eoMPl6re MEa619 ixTOflMA PEIITnmiHa T PTOI�FOP NO COe EMtElE 9NF.fl USTT OONOTOOTAxE ' OFF",91DOIxO0fl WN9TNKIIONOH1N19 - Im I _ - sTfluetufl6 xv SHEET No. BOLLARD DETAIL SCALE: I/2" A6 H ' l '\^' ^. 7 PLANTING SCHEDULE A f � \ \ ZONING SUMMARY WAS S 's �� ZONING DISTRICT: HG HYANNIS GATEWAY DISTRICTBIRCH REQUIRED PROVIDED HERITAGE BENLA N/GRAM E'HERITAG 8-t0 6 eP�c 9°ms`�t� 84 d.; :. \AZoy, _r., ,�, e3 `•� MIN. LOT SIZE 40,000 S.F. 10 ' S.F. Ad`` MN. LOT FRONTAGE 50' 605 �pw p8opp5Ep EDGE , \ s V A ay, MIN. FRONT SETBACK 30' 14.4' wd -LOCUS OF PAVEMENT - \ \ MIN. SIDE SETBACK 20' OLE' EXIST. Oc7oBER GLORY RED MAPLE 3'CAL. 13 MIN. REAR SETBACK 15' N/A COR. LOT ACEIPRUBRUM oc»2BERGLORY MAX. BUILDING HEIGHT 40' 25t' t/ 3I \ QQ .MAX. BUILDING HEIGHT 3 STORIES 1 STORIES 'JUNWERRY 4'-5' 12 SAW-CUT 3 1 \ "d'��.\ \/ �\. + x q� c4 Q ANELANd//FR CANADENS/5 - P PAVEMENT ` '� -yY' " LAW \ 4 ` \ , `��kio t - Q MAX:LOT COVERAGE 80% 82.5.%(93.4%EXIST) 'NORTHERN ARRowA000 �a j • L Y •40 \ \ \\ FLOOR AREA RATIO 0.8 0.36 HBURNUM DENTA RIM d5 SITE IS LOCATED WITHIN WP WELLHEAD MLSCAN7Nu55/NEN3X5'GRAC/LL/MUS'MAIDEN GRASS #5 19 le MUNICIPAL SEWER CONNECTION IS PROTECTION OVERLAY DISTRICT HEAw METAL SNITCHGRA55 02 40 �/) \s\ PAN/CUM V. WFAVY METAL• Y 2 \, ,- 'w \ .v •'HELLER'S JAPANESE HOLLY y2 10 DO NOT (: vvv A'� ''" •+ 4 � A'q ` ."`i EXISTING/AVAILABLE. p r 6/� ( \ ILEX CRENATA HeuERr IK / t, )" ENTER SIGN A r�`VQ A vv ASSESSORS MAP 328 PARCEL 68&69 SING \ (A)j \•\� HYDRANGEA LOT AREA: 100,288 SF 2.302f AC. `` �, \. ,'\J: c vlK�r\�a�+� I'� \Pr }C`"'`"r.' .�+" H DRANGE"AE1A N/KKG ✓n 42 F * J GAS .,,. •;? .,. •-\.. �F.a ��` \ T ,"'" ,n' BLUE' PFORZN�, S 1k-'METER ;T '•\\ \ '\ _ ST \\ •WJNRHODODENDRON 24"-30' 18 LOCUS MAP / i�� PARKING LOT•A"I / N \ \\\ \ �TF �Qv \\\ £ / RNODODENDRONR y5 39 SCALE 1'=2000't CANOPY �YAMROCK covER �` �9• \`.'. s h y�G'\ " �`' \�e �� 7 ., `"J.' <.. LOT AREA: 100.288 SF 2.302t AC. CONC.GUAR l �• ,�. `i�\ So- ta• h'Jy ^ \ k. / Y \ /LIX GUBRA SHAMROCM COST %T \ '9� \' / ¢./ REs \ ASSESSORS MAP 328 PARCEL 68&69 I''`••v' tq + \ \\ \ rG Opp US,gR/OEAGX gy 0 LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN a :. 1 \ LITRE BUNNY FOUNTAIN CRASS ON COMMIUNITY PANEL#250001 000C DATED a 1 ; r.. 1 r• a. " �.." \�>4 Cu O \ - . 81 1z 8-19-1985 1 ram '. •, �. PENAII&MM A 21TRE BUNNY _ P� \ JAPANESE S URGE B.R 75 OWNER OF RECORD / t 3. '& 1 •4k: $m 1'sv kj \ �\b. °�i 5.\'k''��:t,'`it{�.� `� vSa \ \I k' T'ykIMPULSE,LLC .$ Y¢ `� ® PACHYSANDRA RFM/NAL/S :PROPOS6Q "\A\\\ •. 'DECIDUOUS SHRUBS 127 TREES 19 297 NORTH STREET METAL i� 4S ;,;;� t�� "' ,EXTERNALLY ,tgb;r \\ °'I L —EVERGREEN SHRUBS 67 ORNAMENTAL GRASS 77 HYANNIS,MA 02601 COVER , j .~ 1;""p a'•'AI SO-'tF' 'k'. #k"`� \. 'ZIT':'slcN '`.• ° ; '1k" �•\\ 'k ^. a" '" `k ,\ iX z-„ •i e 'M1? Y4 PROPOSED WALL MOUNTED LIGHT .. 1`' PROPOSED LIGHT POLE A PROPOSED UPUGHT REFERENCES MAP 328 PCL 230 3 -` a �' ( \ RPAGE •A MAP 3 REALTY TRUST , °s �., 'tea ,„ ix\\,� ' rr *\ y,t i\T'\m\\ DEED BOOK 19132 PAGC 21S 8371 nANNOULI Rono �� \'r DEED BOOK 12760 DB t2362 PG 30 ;. _ rc \ DEE K 1885 PAGE 207 R ` \ Ev=as ti/ GN. PLAN BOOK 604 PAGE 35 s' Do 9 sro tiH° ��.�� '"•, �-,� �, : V v ` ., PLAN BOOK 37 PAGE 77 .>k 1� "`�' y /?o 9 ENTER 9ON \4 �. --'\ \ \\ SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO r � `"li• x /AZ % �. t \ s: \ ALL SHEETS) 4; 'O 4 - 9D.9 uWN PE \ LOT COVERAGE: Y>f GRAN NREITE�, - EXISTING BUILDING COVERAGE: 51.6% U D °� ZONING SUMMARY TURN " . EXISTING PAVEMENT COVERAGE: 41.8% kD 9 L I 9NLY SIGN, META - ;; ,,,„ ZONING DISTRICT IMPERVIOUS HG HYANNIS GATEWAY DISTRICT TOTAL EXISTING IMPE S COVERAGE. 93.4% COVER "' REQUIRED PROVIDED EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED MIN.LOT SIZE 40.000 S.F. 100.228 S.F. SITE I `• h-,, c� \ '�`' 1 r` - .,, }, MIN. LOT FRONTAGE 50' 605' I -.41"" '". v' + s _ "►� 'o +Pr� MN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE: :34,478/100288= 34.40% I "F I -.rr P'w C LO MIN. SIDE SETBACK 20' 0.6 EXIST. .LOT MIN REAR SETBACK 15 A CO BUILDING HEIGHT 40' N/25t'R PROPOSED PAVEMENT COVERAGE: :47962/100288= 47.85% O O as•I ,,,� - •_.�. ".: / >, Y�Y,i t` -.� -'� I '�•� ------ MAX.MAX. BUILDING HEIGHT 3 STORIES 1 STORIES MAX. LOT COVERAGE 80% 83.0.%(93.4%EXIST) TOTAL PROPOSED IMPERVIOUS COVERAGE: 82.25% FLOOR AREA RATIO 0.8 0.36 <93.4%EXISTING, O.K. I ""It3 f W w'&T,.''. fl / � ,8 •a 1/ -.y. v•' r f ' r PROTECTION OVERLAY HEAD G 3 8 SF (EXISTING 51.749) SITE IS LOCATED WITHIN V1P WELL PROPOSED USE: DISTRICT BUILDING= 4 47 EX USE:17,788 SF 17.75% (EXIST_6.6%);- , �° I a IMPERVIOUS LOT GQV. 83,142 SF 82.25% (EXIST. 93.4%) ALT. #I ;, ' # //� �� // / SPECIALTY RETAIL: 34,478 SF(THRIFT STORE) MUNICIPAL SEWER CONNECTION IS EXISTING TA • / L 34,478 SF ALT.#2 I SPECIALTY RETAIL(SPECIALTY GROCERY) 22,000 SF I ,, i,y '71 °, , 6g.0.,j *` •n /,' ^!„ / OWNER'S WAREHOUSE: 8,000 SF TOOL RENTAL OR MATTRESS SALES: 4,478 SF a -^t, • _ '_ - / e n/1 / TOTAL 34,478 SF } IIt DP, PRESENTATION PLAN OF LAND I .y„ �,tA71-oRm y, m ", ' AT .'��. a I WN � ty ° .rs��;r <hq. .y'Tilt�r (. '=�SM�r �„�` „`- `^a � �' �`'�, c� E1• .;`_. •i VQ / 4.2DO � PRDP � PARKING SPACES: #349 & #333 IYAN HOUGH ROAD / LE[. / REQUIRED PARKING: IN / AR E D OR 1 u•DUMPSTER 1 SII x." T -a. j�,` / SPECIALTY RETAIL TO BE DETERMINED BY )" y OP IN I �' IN BOARD ENCLOSURE +` :� , / , / s . •! BUILDING COMMISSIONER/PLANNING HYANNIS �BARNSTABLE), MA DTI..411E nlliy'" N0.OU ' i • T 1, `� / PROVIDED: / OB,t] �SEMF 1Ll ,k„, 'x, w-. q :._ ,•,,;�t,4r W ' 1. '( p').+ p� / 880 SPACES INCL. 4 HCP IF SHOPPING CART FOR -- ( PREPARED 0 CONPACTOR / I / CORRAL UTILIZED) 't GATES J'"Y- q�`^�. /t;d' 1 m "z;' y g, J SEE TRAFFIC MEMO DATED 7-28-2010 rv" 4 ' .�" sT"ff m�y�...Y, y ..s; ''' " IMPULSE, LLC •`BOLLARD X y iAOER ° 9oNc - Tom' 41 �.. aA" y DATE: 4-26-2010 Scale:1"-20' REVISED: 5-11-2010 (SPR COMMENTS) 6 DR 6A �1Bp�_ Doc REVISED: 5-24-2010 (ADD'L SPR COMMENTS) .,, n r g, a T „p "' ,' la�rt; •rw h o to 20 30 4o so FEET REVISED: 8-22-2010 ADD'L SPR COMMENTS MAP 32b ICL u 6'c RY r, REVISED: 7-21-2010 (SCREENING) PAUL N.a LUCY A.PICHE 5"OAK 6"cn Y e' S #g `•PB/o f4S REVISED: 7-28-2010 (PER PB COMMENTS) #16 BROOKSHIRE ROAD 5'CHRY 4"OAK 6"CH v E "' """" -0/'G E'VT o PROPOSED DB 750 PG 1 ? ^ o NOT. - ExTERNALLVI ,* REVISED: 8-13-2010 (LOADING DOCK) NAP 328 PW 44 6"OAK j �' - ENTER0NO SIGN N '-w' UT SIGN N JOHN P.k LYNN M. 4'CHRY EKIST• k �7/ '� p ' R�PERMIT BSET -2 NOT(FORUCONSTRUCT DINT) A A GAR GE DOHERTY 6-CH 6"OAK - ' � V. YFMF4, ,17 B10371 IRE ROAD PR - •�„`. ' 'Nr DR 10371 PG 284 OPOSEp SHED OHRYr ��1, 1'a 7 ' off 508-362-4541 E•STOCKADE FENCE 4'CHRYCHRY /1TY EAST a tar 508 362-9880 B 4 OAK S]8\1•a. 1� $ STOP c, u •�g0.06 MAP 328 PCL 87 M16� ADAM C.@ JENNIFER e � D p $ R.FULLERTON.IRS 1 down cape engineering, inc. q0 #181 SPRING STREET' UPOLE t�oe DB 18447 PG 69 BRACE ' 'j CIVIL ENGINEERS __ _ LAND SURVEYORS i '- DATE DANIEL A. OJALA,P.L.S. 939 Moin Street - YARMOUTHPORT, MASS. 1 OVERNANC `7 �l,/ I _04-324ASE-09.DWG(ARG) 1 11 /� HYDRANT I T ' Mv� EXISTING • �1`•` \4 \ THYIAG AOT \ ~\�```�� •O`' BUILDING - I pJ�,F,- \\ ELEVm4 ��� . . . Box `��2sa LEGEND �a2.6 UTILITY POLE � • + LIG \ n GUY WIRE \ °! OCUS I58 00110 \w\4t,oe ;\\ \�o � $d SEWER MAN HOLE COVER I 4 `` 42.60 / PARKING \X WATER SHUT OFF VALVE SPA R 7 /4I.00 \ �® I \ \ \ /` S HYDRANT le \\40.96 \ \W'/�E\ ®a, j 4 TRAFFIC/STREET SIGN \ S7RiAf '- t t SI. ---- ; 40.14® 4\ \ \ \ \ n v SINGLE POST SIGN S. • yl Jo st' _J/ DOUBLE POST SIGN 41An \ ---- �.� STOCKADE OR SPLIT/POST-RAIL FENCE 0.62 4 \ x40.66 'f\ BANK 1 1/ a0.6o �. \4\ �T�`\ �O \ \�� OHE — OVERHEAD ELECTRIC LINE BUILDING �I /ly / Pqy� \ 28\ �� \ COLUMNS I i GAS / ARKI '$ ENT �YQ C7/ \ \ ��\ �� /\�\� —W— UNDER GROUND WATER LINE LOCUS MAP FOR BANK 'b°^ 1 '� 4 SP 5 STq\ \ \ _____4r E UNDER GROUND ELECTRIC LINE SCALE Y=2000't CANOPY O �'y^ �/ 'A'- 40.55\4\ TF\ \� —G— UNDER GROUND GAS UNE METAL \ PA NOC / \ ASSESSORS MAP 328 PARCEL 68&69 a Y COVER CO NC.GUARII 2 A / \ Pos I i i ao.a� ar a.e1 K4 \ h'1y.9\ r" O BOULDER LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN 1 >r 43.50 g1.30 0,`_--/ 4\ \ \ RES ON COMMUNITY PANEL#250001 OOOC DATED �' / ��Q\ (\ () 8-19-1985 P NO \Nfy a3.tt 9 ACES \4 YO\ \\� / HANDICAP PARKING _-- --- / Q EM ' 4�\f - --EDP-- EDGE OF PAVEMENT \ OWNER OF RECORD \ O NG 6 N tt o,4y4\4\ \ �\`\ O STEEL MANHHOLE COVER r�3r IMPULSE, LLC METAYL2 /` PA ANCEs s 297 NORTH STREET COVER + t a\ \4,y , - U GAS METER HYANNIS, MA 02601 j MAP 328 PCL 230 3 ,Ha \\N'\ \ \\\ 1 \\�� // CATCH BASIN IYANNOUGH REALTY TRUST O9\ \ �� O REFERENCES 0371 IYANNOUGH ROAD / CAND:JAM I \ DO 12362 PG 30 ' / RAILIN 9 CONCRETE WHEEL STOP m G i 1.43 4-- / \r \ � DEED BOOK 19132 PAGE 219 GAS SHUT OFF 1 60 PAGE 215 �� DEED BOOK 27 DEED BOOK 1885 PAGE 207 / x x \ `\ PLAN BOOK 604 PAGE 35 / ---------------� ----- x4t52 EXISTING SPOT GRADE PLAN BOOK 37 PAGE 77 \� DON _ S1EPq 0.50 4`\ X39'N _�41'/ EXISTING CONTOUR SSEE HEETS) NOTES OTHER PAGE(NOTES APPLY TO ALL 41.33� U D LOT COVERAGE: METAL �y,I COVER r/ s ` \\ EXISTING BUILDING COVERAGE: 51.6% EXISTING PAVEMENT COVERAGE: 41.8% TOTAL EXISTING IMPERVIOUS COVERAGE: 93.4% I C i I EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED . JseyO P \ i I r SITE O 39`96 ae•I O \ 1 0.n/ NOTE: 1-66 9 THE LOCATION OF EXISTING UNDERGROUND UTILITIES O 040.52p / SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY SHALLEXCAVATION E THE REQUIRED T72 HOURVNOTIFICATION TO DIG I RH G b1 i .11 ° 0 s I // Im SAFE(1-888-344-7233)AND ANY OTHER UTILITIES a: Bv=afi �•f WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE BUILDING j 1 Og D %r CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. a99 EXISTING CONDITIONS 41132 PLAN OF LAND .15 ill l� / AT �GR�• :. s °' #349 & #333 IYANNOUGH ROAD / ?LATFORM C. \ / 41-- N SLA jI x41.52 A ° %x 0 9 I� I IN / � � � HYANNIS (BARNSTABLE), MA / UTILITY POLLS' 9\ LM I I 'AND OVERHEADSTING. S :AND EUTIUTG, `g U y I / I MITHIN'UIILITY' O I EAASEMFNT AR E D R 99 'SHD' PREPARED FOR I •...OHE :. 41.49 II P SEMENT: �SgAOLf 0 %/ III IMPULSE LLC 409PK ',GONG.:• O2 0 DHf .CNED. '. _ ..:' ...PLATFORM` p I/ 5 I I III DATE: 4-26-2010 41 Scale:1'-20' REVISED: 5-11-2010 (SPR COMMENTS) REVISED: 5-24-2010 (ADD'L SPR COMMENTS) MAP 328 PCL 42 0• -• • • ' 1 / / // S ' 6 0 10 20 30 40 50 FEET REVISED: 6-22-2010 (ADD'L SPR COMMENTS) KENNETM W.LOADER .. _ ....•S;DNC: 015 BROOK DE RD. Y / -_--'-a IF A4 a Eq �� " " ' PLgTFORM.q E REVISED:,7-21-2010 (SCREENING) DO 7675 PG 38 8'COR 6p N1 ElfT�� D9'i . 1fLOgD,NCI 9ry REVISED: 7-28-2010 (PER PB COMMENTS) 6'CHRY 10'CHRY 11R T 207�,� N0. Ia REVISED: 8-13-2010 (LOADING DOCK) -eti_ REVISED: 8-17-2010 (REDUCED FOOTPRINT) MAP 328 PCL 43 10 OAK 6' RY Z47 55 x.. ��0�-�_ PERMIT SET - NOT FOR CONSTRUCTION PAUL N.@ LUCY A.PICHE fi'CHRY / 7e' `� _ OB '+' /IB BROOKSHIRE ROAD SOAK S�7 i6 x� . PAVEMENT DO 750 PG 1 5'CHRY 4'OAK e'CH Y E x��N ��9--0 0 PG '4fNT �ry / /� f(508-362-4541 MAP 328 PCL 44 6'OAK �, —�JO ao. tA' JOHN P.A:LYNN M. 4'CHRY EXIST. GARAGE UTILITY POLE , x �. `��� ,,.1'1"a R ,f,1xOFM4•, f°z 508 362-9880 #17 BRDOKSH E ROAD G'CHRY AND OVERHEAD 6'OAI P�OI'EME,Igglb / / P/ DOJALA DANIEL DO 10371 PG 284 WIRES EXISTING SHED > M" WITHIN UTILITY 8'CHRY '3• /' CIVIL DA. down cape en gin eerin g, .inc. EASEMENT 6'CHRYCHRY g0 � ° �y LITy EA i 5 .46502 N...40980� . 'o C/✓/L ENG/NEERS S OBf SEMENT o 26 / Pie s°j,e a� °<ss o z o 7eS1a•E 14 LAND SUR✓EYORS e�0>o MAP 328 PCC BF 77.87 g-1�-Iu PM• OM1 A)pM C.k JENNIFER \1 4)--- 89 70/ DATE DANIEL A.OJALA, P.LS. n 939 Main Street - YARMOUTHPORT, MASS. VO Jew OI SPRING STREET 1 00 't DO 18447 PG 88 UPOLE / 1 t i BRACE/ g _04-324-BASE-09.DWG(ARG) { NOTES: • SLA Box 1-..p _ \ 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES PLANTING SCHEDULE _ ���•� A \ \ \ I SHOWN ON THIS PLAN IS APPROXIMATE.PRIOR TO ANY w 0 EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG 0d° SAFE(1-888-344-7233)AND ANY OTHER UTILITIES TAGE WHICH MAY HAVE CABLE,PIPE OR EQUIPMENT IN THE ECLA r G„ PROPOSED EDGE \ CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. wt OCU3 OF PAVEMENT \\ \ \ \ \ + W N0t\ \\ \ \ \ D 2.ALL ED FROM VIEALS TO BE ROOF MOUNTED AND OCTOBER GLORY RED MAPLE 3-CA. 13 , 9 \ \ d SCREENED FROM VIEW. y ENTER$IGN� � \\ \ ®® ACE?RUBRUM bC1A7ER p.ORY g, SAW-CUT& m �� \ \ \i4\\ @� �� 3.SEE DETAIL SHEET FOR OTHER NOTES. PAVEMENT - n / LAWN \\ \ �/R%\ ®� i'waA^� •JUNEBERRY AYQAN04/ER CANAOZV_ 4-5 12 -NORTHERN ARROWWOOD ,5 36 HBURNUM DEN TA 7UM H 1 \ \ 4 MAIDEN GRASS /5 19 s u e 51. \\\ N/SY'+WHEAVY M USS VAOV5' ACWAfi s'TAL SWITCHGRASS a Sle'F "rl Va Sl. .bg 40 fj n DO NOT \ O\ "� \ \ \\ P"CVM Y. REAVY METAL' ENTER SIGN \ \ TF\ �0 \ \ \ DING \ 49HE3LFN'S JAPANESE HOLLY /2 10 ILEX CREN NEL AM LE]B, IK o y \\\\\ \\ ?8 gaKKO BLUE HYDRANGEA /7 42 LOCUS MAP COL MN UNK , PARKING LOT-A' \\ \ Tq //�� \\\ NroRANGEA M. MKKO SLUG FOR BA SCALE 1•=2000'f CANOPY \\ \ \ O \\ -PJM RHODODENDRON 24•-30' 18 LOT AREA: 100,288 SF 2.302t AC. y/O+y\ \\\ RNOOODfNORdJ x RAH' ASSESSORS MAP 328 PARCEL 68&69 COVER m \ CONC.GUAR y .. •SHAMROCK WKBERRY -- .. ._.. Fj _. 79._._ .__ .. ....... _....----- CON ... -- _. _. -.— ._.._.._ _ ._ ..__ _. F \ \..... \ RE s \ O AEx MROCK NKBEVMUROGY' -LOCUS IS WITHIN FEMA FLOOD ZONE C-AS SHOWN. . 0 A .QN \\ 4, O\ \ \ - I\ BN790M985 IN PANEL 250001 OOOC DATED r' I rs SF f( LAWN \wHi (9 y \\ n \\ 9(ELSEY RED TWO DOGWOOD n 35 LOAM G F \ \spa �T \\\ caeNus sERicEA xElsEr 8 S) O 410, \f \ \\\ LITRE BUNNY FOUNTAIN GRASS n 12 OWNER OF RECORD O O 00 /(/jl/C \\\ \\\ \ \ \\ PDvvs TUN A LTRE BUNNY \ \\\ \ JAPANESE SPURGE B.R. 75LLC C \ �\\ \ ® PAGNYSANDRA MaWNAUS IMPULSE, H a\ \ 297 NORTH STREET PROPOEQ METAL OQ o N \ ENTEUT R NL \ \\\ \ \ \ \\ -DECIDUOUS SHRUBS 127 TREES 19 HYANNIS, MA 02601 EXTERNALLY COVER sp.w \ -EVERGREEN SHRUBS 67 ORNAMENTAL GRASS 71 REFERENCES MOUNTED LIGHT MAP 328 PCL 230 ID �61T \\ \ \ \\ \\ \ (PROPOSED LIGHT PEPROPO�WApROPOSED UPLICHT DEED BOOK 19132 PAGE 219 a p#.371 1YANN000HROAo 9i \ \ \ \ W \ \\ DEED BOOK 1885 PAGE 207 DEED BOOK 12760 PAGE 215 DO 12362 PG 30 fOI R� 4 \g - PLAN BUCK tiU4 PA(it 35 slop ,�,2 q, \ o \\\ PLAN BOOK 37 PAGE 77 EV- .2 SIf71 DO NOT ENTER SIGN \4a \ \\\ SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO ALL SHEETS) y ►� PROPOSED GRANITE LOT COVERAGE: O \ LAWN WATER FEATURE ZONING SUMMARY EXISTING BUILDING COVERAGE: 51.6% 1 LEFT TURN � EXISTING PAVEMENT COVERAGE: 41.8% METAL ' S ONLY SIGN 7.` ZONING DISTRICT: HG HYANNIS GATEWAY DISTRICT TOTAL EXISTING IMPERVIOUS COVERAGE 93.4% COVER DO NOT REQUIRED PROVIDED 1 O E71TER 9GN�'3 SPACES ,�` I EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED MIN. LOT SIZE 40,000 S.F. 100,226 S.F. SITE MIN. LOT FRONTAGE 50' 605' MIN. FRONT SETBACK- 30' 23.6' PROPOSED BUILDING COVERAGE: :34,478/100288= 34.40% PARmN_ 6• MIN. R EARETBACK ETBACK 5' N/A COR.I LOT . .41 I MAX. BUILDING HEIGHT 40' 25f' PROPOSED PAVEMENT COVERAGE: :47962/100288= 47.85% 0.6- F '>K`. MAX. BUILDING HEIGHT 3 STORIES 1 STORIES MAX. LOT COVERAGE BOR 83.0.R(93.4%EXIST) TOTAL PROPOSED IMPERVIOUS COVERAGE: 82.25% 41lGTD& FLOOR AREA RATIO 0.8 0.36 <93.4%EXISTING,O.K. i R G /o i� PROPOSED USE: 1 O / SITE LOCATED WITHIN WP WELLHEAD PROTECTION OVERLAY DISTRICT BUILDING- 34,478 SF (EXISTING 51.749) OPEN SPACE 17.788 SF 17.75% (EXIST. 6.6%) USE: IMPERVIOUS LOT COV. 83,142 SF 82.25% (EXIST. 93.4%) ALT. #1 MUNICIPAL SEWER CONNECTION IS EXISTING SPECIALTY RETAIL 34,478 SF(THRIFT STORE) 1 1 TOTAL: 34,478 SF ALT. #I *0 SPECIALTY RETAIL(SPECIALTY GROCERY) 22,000 SF p / OWNER'S WAREHOUSE: 8.000 SF 1 / TOOL RENTAL OR MATTRESS SALES: 4,478 SF TOTAL 34,478 SF Al �, LAYOUT & LANDSCAPE ' ,... pLATFORM •'��: -gym(=L m l � / '. 1 _ PLAN OF LAND 1 • LAWN / AT •�� i PARKING SPACES: #349 & #333 IYANNOUGH ROAD I E D OR I REQUIRED PARKING: AR 1• , '�, ""' OP NIN CIUMPSTER ? / SPECIALTY RETAIL TO BE DETERMINED BY IN ENCLOSURE I BUILDING COMMISSIONER/PLANNING BOARD OUMPg� PROVIDED: HYANNIS (BARNSTABLE), MA Off. FG.Z t'1T' '' / 82 SPACES INCL 4 HCP. SEMEN pat c i / (80 SPACES INCL. 4 HCP IF SHOPPING CART PLATFORM'' `�MPAC70R COMPACTOR 1 CORRAL UTILIZED) - PREPARED FOR --SCREENING \J SEE TRAFFIC MEMO DATED 8-17-2010 GATES "-BOLI.ARO _ IMPULSE, LLC 42 x .. .. .1� p (TYP') Qi4k \ I ADER 'EA,SCMEN•T�,,,��"• .) >. '•.' PLAJFORM. �(OAISnNG RAISEVHry '"' DATE: 4-26-2010 ERD. art DIN p0 REVISED: 5=11-2010 SPR COMMENTS 3a G Scale:'1'-20' ( ) 6'cHRY a coR SIP w 07_ _ ck_ REVISED: 5-24-2010 (ADVL SPR COMMENTS) 10'CHRY TR T MAP 328 Pa 43 10 onK 55 , 6 10 20 30 40 50 FEET REVISED: 6-22-2010 ADD'L SPR COMMENTS) PAUL N.&LUCY A PICHE 5-OAK 8-C 6RCHRY 247.79• S 7 Q ""'==" """'"' A OB //f EgS4, F REVISED: 7-21-2010 (SCREENING). 1 Q ""- tMENr aEA REVISED: 7-28-2010 (PER PB COMMENTS) /18 BDO RO750 PG 1 ROAD 5'CHRY 4'OAK 8'CHRY E " G > 0 NOT '�� PROPOSED Y REVISED: 8-13-2010 (LOADING DOCK) MAP 328 PCL 44 6'OAK # o�_ ENTER SIGN LIT SIGN REVISED: 8-17-2010 (REDUCED FOOTPRINT) )MIN P.&LYNN M. 4-CHRY EXIST. 6'CHRY GARAGE VOA PA /17 BRDo0�1CSH E ROAD VEMENT PERMIT SET - NOT FOR CONSTRUCTION DB 10371 PG 264 --OSEp SHED 8'CHRY m Un y 4yny1 ,yr, I[J{�, e STpADE DICE 4'CHRYoff 508-362-4541 CHRY • a �Hf,,rY SEAS4.N R qq Trq MaG Op 'w/ fox 508 362-9880 2.OAK S 7"j, 8 r STOP 9 eP6 a MAP 328 PCL 67 E »87 SIGN 6* S* OANIELA ,p4 DANIEL� 1 3 ADAM C.&JENNIFER CJML83 aP � z4 oA down cape engineering, inc. H R.FULLERTON.1R5 Na Na.b 0„ N O eR,¢NO i 0181 SPRING STREET UPOLE � ° 1 a R60r,e4x x° �° 'o+ CIVIL ENGINEERS ``O0 DO 18447 PG 69 BRACE LAND SURVEYORS DATE ANDREW R. GARULAY, LA DATE DANIEL A. OJALA,P..`, .E. J o1�ANG 939 Moin Street - YARMOU7HPORT, MASS. I / HYDRANT I 04-324_BASE-09.DWG(ARC) av z 5 • ry'Qt2s6. \A.6 ICf SMALL, Box BUSHES LEGEND �• o Pad sx LIGH c oe !v \ a1.6a� e � xat08 `\\ R �`-Q-t UTILITY POLE �dF / -al 0 ♦ w\ \ \ \ OWE �`. PROF SEDPAV SEDGEMENT a2,58� w\\ \ \ (� GUY WIRE a,t O(X18 SEWER MAN HOLE COVER 4 \DO NoT� \`ICa1.00 \ \ I 6v 1 ENTER SIc14� w \ \ I WATER SHUT OFF VALVE 6 '- SAW-CUT$ \40.96 \ REMOTE , :`.^ LAN'M'/ \ ��iAE,� ®��f P LP12 AVEMENT 40 HYDRANT RAIN F �w \ \) -P TRAFFIC/STREET SIGN 1,t S,. SINGLE POST SIGN S'1 41 G;:.r 0.82 A' \ x40.66 #\Qh �� ENTER SIGN �x\ -0TF\_c`Q \\ \�� DOUBLE POST SIGN 4o.6ox \ \ 2 \ L .\ _ ASSESSORS MAP 328 PARCEL 68&69 -DING o' i �'. ,'�/ cns `' \\ 8 \4'` \�� \ �,_ __ _ - - LOT AREA: 100,288 SF 2.302t AC. STOCKADE OR SPLIT/POST-RAIL FENCE COLUMNS o I i.//� METER PARKING LOT°A• -�� �� k \ `ST,9\ \�� // 4t - OHE — OVERHEAD ELECTRIC LINE FOR BANK O RI j}•�',\� II 1P14 Xa0.5 \A\ T` CANOPY METAL 1 -a�a `r y 4t / - \ \@v —W— UNDER GROUND WATER LINE LOCUS MAP COVER corvc.cuARb , .1,- `�� a.] - + 0.61 Y,aowc3� ypY,9� \ Y��� —E— UNDER GROUND ELECTRIC.LINE SCALE 1•-2000't PCs 1 RES G— UNDER GROUND GAS LINE �3.50 x 4.30°x�. '•v EMO 4 SPA \; LAWN ��w"�i�- '9}'�\ \ , ASSESSORS MAP 328 PARCEL 68$69 - 3 s.n:� y+ lOgO O S) \ �� f �T \ \�� ______ ____ >�' PROPOSED BUILDING MOUNTED LIGHT LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ___-_------ L \ \ Yy PROPOSED POLE LIGHT ON COMMUNITY PANEL#250001 OOOC DATED _ \ h� 8-19-1985 \ o x D N. `,, \ °` o.a R2g•\Nw R PROPOSED HANDICAP PARKING EXTERNALLY COTTER i \ �\ ���\\LIT SIGN \\ 0,1 �\ --EDP-_ EDGE OF PAVEMENT OWNER OF RECORD IMPULSE,LLC MAP 32e PCL 230 -Q^ O STEEL MANHHOLE COVER 297 NORTH STREET 'ANNOUGH REALTY TRUST tip \ \ t \ H \\ HYANNIS; MA 02601 p371 IYANNOUGH ROAD -`$ x40.89 s �r q an a\ k `tea GAS METER D8,12362 PG 30 c I DO SI 570P O Jxa °'� \\ \ \ �`a4`° REFERENCES qp g�y CATCH BASIN F DEED BOOK 19132 PAGE 219 CONCRETE WHEEL STOP DEED BOOK 12760 PAGE 215 DEED BOOK 1885 PAGE 207 GAS SHUT OFF 50 � X3s.77 \ s�- PLAN BOOK 604 PAGE 35 PROPOSED GRANITE PLAN BOOK 37 PAGE 77 41.33/ \ \ 41 9 w WATER FEATURE / U D I.EF'f® \ xa,._2 EXISTING SPOT GRADE METAL'. / S \ \ / 4t'" EXISTING CONTOUR SEE GENERAL NOTES ON OTHER SHEET(NOTES APPLY TO ALL SHEETS) COVER S `"�` DO NOT \ \( \ EN 40.0 RAIN NOTES: OVERFLOW 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES CATCH BASIN SHOWN ON THIS PLAN IS APPROXIMATE.PRIOR TO ANY at.0 IP6 EXCAVATION ON THIS SITE,THE EXCAVATING CONTRACTOR =ate— { SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG ' SAFE(1-888-344-7233)AND ANY OTHER UTILITIES // T;•.•,-;y 1 F / WHICH MAY HAVE CABLE,PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 1 2. ALL MECHANICALS TO BE ROOF MOUNTED AND SCREENED FROM VIEW. 40.961 - 1 _ � � 1� ���, UTILITIES/GRADING �32 LP6 ;/� / ------ F ---- PLAN OF LAND �.'. .:...coNi;.' ,rrrQOPINiNC l' • ! 0 AT x p #349 & #333 IYANNOUGH ROAD _`S / /J]` IN 1 20.0• PROP./ II / 42 S F MAN-y 111 D 1 AR E OR GP IN UMPSIER UP4 a,. F�� ;I,1 HYANNIS (BARNSTABLE), MA ENCLOSE [.':'• :;V1 ` / , :r.y PREPARED FOR / .:.OMB / OB pCSfMENT� f A>7q� / DUMPSTER y T 't: �:i F II a0.3£-X y'.Go CJ`' ?° oKf D / °� �. % S ; II IMPULSE LLC .:.: ...PLATFORM` CTOR —COOMMPACTGR I '... - U / •��` S EENIN 3!':•. j 1 ' 9H• 4\' a GATES (•� '�...1 F �J 41 DATE: 4-26-2010 a -- CEmEq ; �eoLLARD REVISED: 5-11-2010 (SPR COMMENTS) x OP PLATFORM' .:':..:. �oi I ( al (GM , F Scale: •=20' ��� �7Zy� x Ooac'.-, ____ REVISED: 5-24-2010 (ADDL SPR COMMENTS) xillUTy PLATF E RD. p(.x^ EA.SfMEfI �."....:'. REVISED: - - ORM. LOXIS • a RaSg 1,P 36 {• 9'Li- I r l 0 10 .20 30 40 50 FEET R SED: 6 22 2010 (ADD'L SPR COMMENTS) N sR20NIN0 DISTRICT x OOp..`.:,•. : lP2 p0� �x 7,..-"' REVISED: 7-21-2010 (SCREENING). REVISED: 7-28-2010 PER PS COMMENTS) MAP 328 Pa.43 24778• ;:PBn�Herr e �p REVISED: 8-13-2010 (LOADING DOCK) PAUL N.$LUCY A.PICHE s 78• x �..:s;;>s�:: _...:. ..... MCf t '7oO AgfM F %� REVISED: 8-17-2010 REDUCED FOOTPRINT) B78 BROOKSHIRE ROAD 48'84'E - y\. x �• ..:.::%::::::::.-:..........._ nG fMT •F �7p ROPOSE i OB 730 PG 1 - ? �° O' EXTERNA t° PERMIT SET - NOT FOR CONSTRUCTION MAP 328 ROL M `••x�X p05 A° ENgTER SIGNN UT SIGN- JOMNDOH�LTYYNN M. GARAGE J X_ PyQI'Fll//ME/yA�6 .47 F A' / fR HOF4 f17 BROOKSHIRE ROAD ❑ o uH l I 6o w ytj DB 10371 PG 284 PROPOSED 8• SHED - I' DANIEL fax 508-362-45at Srp KADE 0 D nUTY R 'w F .3 Dg1ALA N A fax 508 362-9880 �� Ag G f fAS J 3 OULA S � AO'I .26 STOP �, CNIL Na 409B0 2�0PO +yd NAP 328 PCC�6lF� F91'7 g'--0 70F SICN I l� oFaOxFt E+�� l4 asN4`O?' dawn cape engineering, Inc. A.F a$m1+NifER�' I' c ✓/L ENGINEERS R. ULLERTON.1RS Cl JIM SPRING PC� UPOL BRACE i /g 1 / T o F I / LAND SURVEYORS x\� DATE DANIEL A.OJALA,P.L.S.,P.E. % O 7 % / 11_ / i I 939 Moin Street - YARMOUTHPORT, MASS. NANC j /i HYDRANT I 1 _04-324_BASE-09.DWG(ARG) r NOTEIO'EXP JOINT APPROXIMATELY NO OC HJUERCUTBACK1?,W1100IAA LONG SMOOTH EXP DOWELS AT IS OC,ONE- HALF GREASED ....................__ 1?E%PJOIMWI�NADJACEM TO CONC SIRIICNRE OR SILICA FABRIC OVER 4STONE WASHED stON�eLL CONTINUOUS SEAIAM CONCRETE I ASPHALT / &DOWN SIDES OF TRENCH'3 oe6gavoeve e^ PRENOIDm FILLER Ix446 W11DED WIRE FABRIC L SA STW YAIT AT EXPR RATED F&C SMOOTHTROWEL All MANHOLOLE FRAM L8266-3 H-20 OR EQUAL MANHOLE WIDE FINEBROOMFNISH MASS DPW AND COVERS MANHF� UVI (0 BRAIN CONING JOINTS TYPE It TRENCH CROSS SECTION A-A DRILL 2)1'0 HOLES IN COVER BIT.CONC. 12•%3'CCBERM Hrs FILTER iABRIL BETWEEN iWTNE&GRATE 8.4000 PSI CONCRETE PAVEMENT 1•TOPCOAT INIERCRAL W/TOP COAT AD.IUSTING BLOCKS -20 RISER UNTIL SITE SIASIUZEO FINISHED GROUND SURFACE W/6X6 WWF IN //HH X�X° l0 INC AREA.-?;�,: 2.0•ETNDER m M0�)ALL COMPONENTS / ,I, 6•LOAM&SEED UNLESS NOTED 2 C o ♦\ w W H-20 RISER&BRICK LEVELING OOO000- ;..\,�,; °J. g uLV1 T'0N TOP STRUCTURES 2'ABOVE INVERTS LISTED CONCRETE SURROUNDED BY POURED IN PLACE _o_o_ _ _ _o_ A g� /M�Doa'x 9°�Rs I - m ._ 12.CHOP PE PE TAPE _ooOO o DENSE O ED 0 0 0000O o_Oo 0 •.• INVERTS o +.iQ� O 1 00 000 0°0000 000 o O o0000 LEVEL coo 2 DENSE GRADED OVER ELBOW 6'PROCESSED GRAVEL -gab oo0oa B•PROCESSED GRAVEL 6'-B %fi'0 6'-8 %8'0 m ALL FILL TO BE PULED IN 6•LIFTS YDPW SPEC.N1.03.1 oQobooao MIPW SPEC,EXTENO V BEYOND2. PAVE H-20 AND COMPACTED TO 95X MODIFIED PROCTOR DENSitt EXTEND 6•BEYOND S/W _ _ _ H-20 MIRM 140N5 1000 GAL. ............... °A°°° 1000 GAL. FABRIC OVER STONE BY 10 TON MIN.VIBRATORY ROLLER. COMPACT WITH VIB.ROLLER COMPACTED SUBGRADE LFACHPR LEACHER &DOWN SIDES OF PITS ENGINEER TO INSPECT All SITE WORK. \ °12'. SLOTIEO H-To° R CLErW SAND FILL ONLY. `THICKEN SLAB TO 12•WHERE AGAINST ASPHALT SHOREY OR EQUAL SHOREY 0 EQUAL CORRUGTm HOPE RPE BASE:24'MOST FREE MATERIAL ADS -2 OR EOuu - GIB.ROLLER COMPACTED((6•LIFTS) <I OX PASSING 0200 SIEVE(OF Ti PASSING Boo) PROPOSED 6ELTIpU PAE CONC. S/W & PAVEMENT CROSS SECTIONS Ioe;e\ 3/4•-1 1/2" eO\ 3/4'-1 1/2• 1000 GALLON PRECAST OR SOUO 0070M NOT TO SCALE DOUBLE WASHED STONE S'%J'LEACHING TRENCH DOUBLE WASHED STONE H-20 CATCH BASIN GENERAL PLANTING NOTES 4'MIN.AROUND PR BETWEEN STRUCTURES WHERE SHOWN 4'MIN.AROUND PIT 6'4XW-B•SHOREY SOUD SEE TRENCH CROSS SECTION BASIN H-20 OR EQUAL 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES,VARIETY,SIZE AND BE CERTIFIED DISEASE AND INSECT FREE THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO INSTALLATION. DRAINAGE SYSTEM DETAIL 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED,STAKED.WRAPPED AND PLANTED IN CONFORMANCE WITH THE TYPICAL PLANTING OETAILS.GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF TWO-THIRDS THE HEIGHT OF THE TREE WATER iOLERANr NOT TO SCALE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE TRUNKS OF MULTI-STEMMED TREES PROVIDE THREE STAKES PLArvrs MusT PER TREE UNLESS NOTED OTHERWISE INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE PROVIDE BURLAP WRAPPING TOLERATE DROUGHT WITH A 50%OVERLAP.CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. CONDITIONS AS WELL. LaBARON LF2A&2 OR EO. 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS BACKFILL PLANTING PITS WITH ONE PART EACH OF TOPSOIL PROP.H.20 F&G ENTRANCE SWALE AS BIT.CONC. PEAT MOSS AND PARENT MATERIAL IF WET SOIL CONDITIONS EXIST THEN mA_NTING PITS SHALL BE EXCAVATED AN ADDITIONAL POOLING ZONE-DE\ A 2-FRAME EL LISTED NOTED STONE SLOPE 1•TpPCOAT LIVEAND r E PER BR.CONC:CURD Ir AND FILLED WITH SAND. p�N Alµ IOLT SECURELY IN PLACE PROTECFONIFARRIC n3 m FICLDADNGT BIT.CONC. 12•X3•CCBERM 4) NEWLY INSTALL PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION.REG ULAR GULAR WATERING SHALL BE ppO f0 2D•BINDER INSTALLED PLAN VIEW RED,TO AVOID - - EaOSIOn AND AS 6•T-BASE' 1•TOPCOAT INTERGRAL W/TOP COAT � PROVIDED TO ENSURE THE ESTABLISHMENT.GROWTH AND SURVIVAL OF ALL PLANTS FILTRATION ZONE- DIRECTED 6Y EXTEND 6•BEYOND S/W 2.0•BINDER 5 ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE ANY PLANT LOAM AND Soo OR ENGINEER COMPACT WITH VIe.ROLLER MATERIAL THAT DIES WITHIN THAT TIME PERIOD SHALL BE REMOVED.INCLUDING IKE STUMP,AND REPLACED BY A TREE OF PLANT PER LMOSCAP _ _ ARCHITECTS - SIMILAR SIZE AND SPECIES AT THE EXPENSE OF THE DEVELOPER. DIRECTION. PRECAST DOUBILE O O 6) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM 6•LAYER OF TOPSOIL IN ALL LAWN AREAS AND A MINIMUM OF CONCRETE RISER I I-III-°o °OO°o 1Y OF TOPSOIL N ALL PLANTING AREAS A FULL SOIL ANALYSIS SHALL BE CONDUCTED AFTER CONSTRUCTION AND PRIOR TO H-20 MORTAR ALL O OoopoQo RECHARGE ZONE- COMPONENTS I I -III-III III-)OI I II O°o2'DENSE GRADFA OVER PLANTING TO DETERMINE THE EXTENT OF SOIL AMENDMENT REQUIRED. COARSE BAND OR GRAVEL 6'LOAM&SEED ALL DISTURBED AREAS NOT PAVED. 12•X3•CAPE COD BERM INTEGRAL WITH TOP COURSE 1 III-III III-I I DPW SPEC.MIG03L 7) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH ENVIER SOD OR REED AS INDICATED ON THE LANDSCAPE PLANS ,2)1•HOLES iAY \ 1'TOPCOAT MASS OPW 'T I-I I- EXTEND 1'BEYOND PAVE SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES ALL DISTURBED LAWN AREAS STALL BE TYPE 11 \ COMPACT WITH 10 TON VIES.ROLLER lOPS01lID,LIMED,FERTILIZED ANO FINE GRADED PRIOR TO LAWN INSTALLATION. 2•BINDER `COMPACTED SUBGRADE 6) ALL PLANTING BEDS SHALL RECEIVE 3.OF SHREDDED PINE BARK. uDC TRAP FILTER FABRIC BETWEEN FRAME&GRATE c r °O BASE:24'MOST WB.ROLLER FREE MATERIAL ((fi•UFTS) 9) ALL SHRUB PASSES SHALL BE,PLANTED IN CONTINUOUS MULCHED BEDS UNTIL SITE STABILIZED papppSED <t OX PASSING 1200 SIEVE(Oi R PASSING Bop) REMOVE CONSTRUCTION SILTATION PRIOR 1000 CNLDN PRECAST EXTEND GRAVEL 6•MIN./°°° 12•PROCESSED GRAVEL I GENERAL SEEDING NOTES TO FINAL PUNTING H-20 CATCH BALM PAST EDGE PAVE MDPW M1.03.1 VIE.ROLLER COMPACTED &SIN H 20 ORF EQUAL REMOVE TOP&SUBSOIL COMPACT SUBGRADE BIT. S/W & PAVE CROSS SECTIONS 1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL-OPTIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. NOTE:REMOVE MOST SUSCEPTIBLE MATERIAL NOT TO SCALE A GENERAL LAWN AREAS SUMMER STRESS MIXTURE(LOFTS SEED INC.) 6.00 SECTIONAL PUTS RE A DEPTH OF 38•BELOW FINISHED GRADE. SOX REBEL I OR TRIBUTE TALL FESCUE OR SOUP BOTTOM REPLACE AN NON MOST SUSCEPTIBLE MATERIAL COS NASSAU OR AN KENTUCKY BLUEGRASS (LESS THAN COX PASSING 8200 SIEVE) /''� S®LNG RATE 5B PER TENTI SQ.BASIN OR 2(N.PER ACRE RAIN GARDEN - NOTE COMPACT ALL FILL B T LIFTS L C MOD. B.RAIN GARDEN AREAS:DETENTION BASIN MIX(N.E WERAND PLANTS INC.) PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTOR. GENERAL NOTES: W/ OVERFLOW CATCH BASIN PAVEMENT CROSS SECTION A PERMANENT SEEDING TO M CH AS DI RAJOINGED I OR DRILLING INTO THE SpLS AT A RATE OF 150{PER ACRE SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. 0-10-10 APPLIED NOT TO SCALE NOT TO SCALE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS AT FERTILIZER i�PER 1,000 SO. Fr.OR A5 TEMPORARY NED BY S�OLTESTS LIMEESTONE FOR TEMPORARY COVER SHALL BE TSEEDNG SHALL B APPROXIMATE..PRIOR TO ANY EXCAVATION ON THIS SITE,THE EXCAVATING CONTRACTOR APPLIED AT A RATE OF BOB PER 1.000 SO.FT.LIMESTONE FOR PERMANENT SING SHALL BE APPLIED AT A RATE OF `.HALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE(1-888-344-7233) 1358 PER T•000 so-FT' AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE,PIPE OR EQUIPMENT IN THE ♦)MULCH TO CONSIST OF SMALL GRAN STRAW OR SALT HAY ANCHORED WITH A WOOD AND FIBER MULCH BINDER OR AN CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. APPROVED EGUAL MULCH WILL BE SPREAD AT RATES OF 90 TO 115 LBS PER 1.000 SO.FT.AND ANCHORED WITH A MULCH ANCHORING TOOL OR LIQUID MULCH BINDER AND SHALL BE PROVIDED ON ALL SEEDINGS.HYDROMULCH SHALL ONLY BE USED 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS DURING OPTIMUM GROWING SEASONS DETAIL SHEET PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR TwIE MASSACHUSETTS,DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND BARNSTABLE INSTALL TREE PLUMB HEALTH REGULATIONS. SEWER WORK TO CONFORM TO DPW SPECIFICATIONS FOR SEWER PLAN OF LAND CONNECTIONS. TOP OF ROOTBALL SHALL BEAR AT SANE RELATIONSHIP TO FINISHED S. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA GRADE AS TO PREVIOUS EXISTING #349 & #333 IYANNOUGH ROAD ' - GRADE 4. ALL ROOF RUNOFF TO BE PIPED TO SUBSURFACE LEACHING AS SHOWN.ROOF DRAINS ROOT FLARE SHALL BE EXPOSED; 6"0SDR35 PVC AT 2%MIN. PITCH PLACE BALL ON SUBSOIL. REMOVE AND MULCH SHOULD NOT BE WITHIN 4.OF TREE LD NK 5. DESIGN LOADING FOR ALL PRECAST UNITS AASHTO-H20 UNLESS NOTED. IN DISCARD BURLAP EXCEPT UNDER BALL. PLACE BALL ON SUBSOIL REMOVE aao REMOVE ALL SYNTHETIC SOIL WRAPPING 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY HYANNIS (BARNSTABLE), MA MATERIALS(TREATED BURLAP, NYLON REINFORCED RUBBER DISCARD BURLAP EXCEPT UNDER BALL. ONE STAKING. HOSE(1/2•DIA. REMOVE ALL SYNTHETIC SOIL MAPPING TWINE. WIRE BASKETS, ETC.)AND BLACK) MATERIALS(TREATED BURLAP,NYLON TOP OF ROOTBALL SHALL BEAR 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.PROVIDE VEGETATED SWALES IN SAME RELATIONSHIP TO FINISHED DISCARD DOUBLE{10 GALVANIZED TWINE.WIRE BASKETS,ETC.)AND DISCARD WIRE cuts AND ;:UPPER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED. PREPARED FOR GRADE AS TO PREVIOUS EXCAVATE SUBSOIL AS TURNBUCKLES.GUYS TO BE EXCAVATE SUBSOIL AS REWIRED EXISTIN DE REQUIRED TO PLACE ROOTBALL REMOVED AFTER ONE YEAR. TO PLACE ROOTBALL TO PROPER �3. 6"LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, SEE LANDSCAPE NOTES. TO PROPER ELEVATION. PLACE ELEVATION. PLACE ROOTBALL IMPULSE, LLC ROOTBALL DIRECTLY ON SUBSOIL SURVEYOR'S DIRECTLY ON SUBSOIL RIBBON 9. ALL SEWER PIPING 6-OSDR35 PVC UNLESS NOTED. EXCAVATE HOLE TO DIAMETER 3X (W/HITE EXCAVATE HOLE TO DIAMETER WIDER THAN ROOTBALL. BACKFILL W-00 DI ETER 3X WIDER THAN ROOTBALL 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY DATE: 4-26-2010 HOLE WITH PLANTING SOIL MIX AS BACKFILL HOLE WITH PLANTING ENGINEERING AND PERMISSION OBTAINED. REVISED: 5-11-2010 SPR COMMENTS,. SPECIFIED SOIL MIX AS SPECIFIED Scale:1'-20' ( ) 3"BARK MULCH, AS SPECIFIED _ 3"BARK MULCH',As SPECIFIED 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. REVISED: _ _ 0 (ADD S� REVISED • 5 24 201 'L SPR COMMENTS) _ 0 10 20 30 40 50 FEET SED: 6 22 2010 (ADD'L SPR COMMENTS) UNDISTURBED SUBGRADE '12.SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR REVISED: - 1-20 (SCREENING) NEIGHBORING PREMISES. REV SE , 7 2 10 UNDISTURBED SUBGRADE 2•.2•.3'HARDWOOD STAKES, REVISED: 7-28-2010 (PER PB COMMENTS) _ 6 3 TREE HEIGHT REVISED: 8-13-2010 LOADING DOCK 13. FIRE SPRINKLER SYSTEM TO BE INSTALLED. STORTZ CONNECTION AND ENGINEERED ( ) - -'-E0. EQ. Q----� �-Eo. E0. EQ.-�-I PLANS(BY OTHERS)REQUIRED TO CODE. COORDINATE LINE W/WATER CO. RAISED: 8-1 -2010 NOT REDUFOR CED FOOTPRINT) NOTES: 14. ALL EXISTING WATER AND UTILITY UNES ON SITE WILL BE ABANDONED AND/OR 1.No SOIL OR MULCH SHALL BE PLACED AGAINST ROOT REMOVED. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES TO BE f SHRUB PLANTING COLLAR OF PLANT. INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN(ALL SUBJECT TO «508-362-4541 2.PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS DECIDUOUS TREE PLANTING FINAL DESIGN AND LOCATION AS REQUIRED:BY UTILITIES VENDORS). HDFAyg9. 4 1HOF p.508 162-9880 NOT TO SCALE GROWN IN NURSERY. DANIELA'�s OANIEL 3.ALL LANDSCAPE AREA SHALL BE IRRIGATED. FOR 3" CAL. AND ABOVE ,15. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING. � OJA'LALA � A. OIOWn cape engineering, lnc. ' IRRIGATION WELLS IN FRONT AND REAR OF SITE. NOT TO SCALE No 4 r6,,p2 No.40BB0„ O 4' °IY 4OAE Cl✓IL ENGINEERS 9310 AL EM° Mp RVErvO .� LAND SURVEYORS DATE DANIEL A. OJALA,P.L.S.,P.E. 939 Mc/n Street - YARMOUTHPORT, MASS. I _04-324_5ASE-09.DWC(ARG) 3 i i i ii i i i i F ---- - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ---------- ------- ------ --- - ----- ----------- --------------------- - ------ ------------------------ - ----------------- ---------------------------- -- - - ---- i ------------------------------------- -------- i ---- - i i i ii i i i i i i H w i i it i i i i i - -- I EXISTING RTU B EXISTING RTU 9 ii APPRO%:IMATE APPROXIMATE I LOCAT`ON I LOCATION I ' _ _ — — — — i VACANT j .-L SPACE " - I o f o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------- ------------------ ----- - ------------------- ------------------------------------- - - - - - - - - - - - - - - - -t �D '� i i i _ o f o i j j i l i i Wa ' REMOVE EXISTING I Iim ° ° WINDON I I I I MATCH Ex SISH ITNG O EXISTING O.H. DOOR I ( V 1 A O I A^I RTU-5 I A O A O I RTU-7I "'J I II I II I m II I I I I I AS ---- ----- ----- M 7 k EXISTING RTU 5 I I I I EXISTING RTU 6 EXISTING RTU 7 APPROXIMATE I I i AFFIROXIMATE i Q.� O� APPROXIMATE LOCATION 1 I LOCATION i LOCATION 0 F•--1 II I R I I I I I A I A Z A j A � A j A A j � A O 0 O O O I O O i O M M j i' A A !A - A III' O I II DIS CNTED!O O O 'AFF I 0 I Z I' I I - - - - - - - IIII 1IIII 1III - - - ---IIII ------- - - - IIII ------------- ------ --------------------- A - - - - - - - - - - - - - - - - -=------------- - - - - - - - --------- ------------- - -- ---------- --- - - - - - -A A A A AO AO A AOIO 0 O 0 j O O vm \GJ) - - II I I I BEER COOLER A I A IA A I I I 6 II O ! O ! O O II I I O - - - - - - - - - - - - - - - I' ------ -- I -------- I ii I i i j V �n .5 - ---- - --�--- ----------------�--- - - - ----- - - --�-------------------------------------------------------------------------------------i-------------E��TmG_Rru�-----�--------- -- ---- --------------- ---. --------- --- ----- - --- .5 APPROXIMATE W N LOCATION - � I .4-J cu O I, I EXPOSED STRUCTURE I II j CEILING Lu/ LIGHTING I I I I - �•.I �+ o I' iI II !I II I EXPOSED STRUCTURE CEILING i A A A0 AO � � O o � 0 9 1 O O A A A A A AO AO A A o CD ! LnO O O O O O O I 4 X i!- - - - ---------------------------- --------------------------- � - - --------------- - - ---------------------- ------- - ------ ---------------------------- ---------------------------- ----------------- ----- ------------------------ ------ - - - - - - - - - - - - 8 • r+ ,r� I. CZS EXISTING RTU i I 1 I EXISTING RTU 2 I I EXISTING RTU 3 APPROXIMATE APPROXIMATE !I ! LOCATION ! ! LOCATION ! ! DCIT SIG; q'ACFFITED APPROXIMATE — — — L —— — — p •r••l I, A I A ----- I A A I I I I ---T O I LOCATION r � 1 1 j RTU2 i i i RTU3 i _ V II O i i O O I I A i A A A A A A i A A oDI j 0 O 0 O i Oi O O SSE RTU-1I I I I I o G 9 l IN 0 i omf ® ' Iij IiI Ii II 00 O A ---------- - - - ------------------------------------------------ ---------------------------------------------------------------- — - - - - - --- ------------- i ------------- — -- - - - - - - - -------------- B B DIR C ED ° O O °ExI 'LAG B B D- RA--W-I NG TITLE: o p0 O - o A Ii A iI 0 ' 1I1 A II A A I A A I AO AO A AO I IN('O O O O O O OO B I j ao Bi — oB O J Ba Q o ,o 0 Al (eero(SEE IS S SECTION) I " -DR-AWN BY: B k ..E E o '10 o f I O0 ��SOFFIT - ------------- 0 0 0 0 Z DATE: I A8 I ° ! . . ® O O O O O EMERGENCY LIGHT HEAD EQUAL TO DUALLITE II I I I (o I EVHC121-06L MOUNTED ON BAR JOIST AND FROM I U REVISIONS: II I II II II II jj I j . . . . . --- - 6-2--3- -16 UNSWITCHED SOURCE AINDICATED . . .. . . ® ® �'1V11-8-16 O 2\ 12-5-160, DIRECTIONAL LIGHTED EXIT + II I I of 0 0 o I U N I I t-- I I NOTE: --II I I I I RaFLECTIVE CEILING FLAN I - - SG I LE: 3/32" - t'-0" 4-o SEE ELECTRICAL DRAWINGS - I I I I I I ` - - FOR FIXTURE DESTINATION PROJECT No. I I I I J LIGHTS THE FIXTURES, DA AREWITH ON (EM EMERGENCY INDICATESj 1557 A8 LIGHT CIRCUIT l THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET.THERE IS �� // I I I INFORMATION ON OTHER SHEETS.REFER TO T1 FOR COMPLETEPERTAINING SHEET DO NOT DO TAK TO THIS E G I I I I I I I OFFS,BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. I I I II I I I VACANT SPACE I I I II I I I I I I I SHEET No. II I I I I I I II I I I I I I i PLASTERED CEILING 1-7-7-771 I I I II I I I I I I I II I I I I I I i SUSPENDED CEILING TILE SYSTEM/DESIGN BY OWNER I I I II I I I I I I I I I I a 5Ya" I I I I I EXISTING CEILING 131-411 25 -0 25-oil25 0 25'-0" L 25'-0" 25'-0" 25'-0" 25'-0" 'O q 8 7 - - .q 6 8 NO CEILING 4 3 2 1 ��� BEER COOLER D5 5 I i H i i F-4 ----------- ------------------- ------------ ------------------------------------------------------------ -------------- ---------------------- -------------- ----------------------------- ---------------- ------------------------------ ------------------------------It----------------------------- u --------------------------------- -------- -- -----------------------------------4---------------- ------------------------------4------------------------- --- ----------------------------`1'-------t----------------------- ------------------------------ ----------------------------- ----------------------------- ---------------------------- ------------------------------------------------------------- FUTURE TENANT z 0 MENSj ROOM: �_( ------------- ------ - ------ --------- — --------------- - ----- ----------------------------- ---------------------- ----- ---------------------------- ---------------------------- ------------------------------------------------------------ 0 ------ --------------------- ---------------- ---------------- --------------------------------------- ------------------------ maim"; 0 4s'. 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WT H N17r A z 0 STORAGE OPEN DISPLAY j -- ------------- I - ____ I ------- ---------TFF - ------ ______T-----------------------------T---- -- __T-----------------------------T ------------------------------------------------------------ ----------- -------------------------------- 1 0 H cq Ila BEER COOLER: 4-J u ------ ---------------- ---------------------- -------4------------------4.L----------- -- --- ------------- -----------------Ll------------------- ----- - --------- - -------------- J -------- ---- ------------------------------------------------------------ 4-J .................... cu 0 CN 'ji... . .............................T------- (u CD 1�24 4-j ------- c14 C) ;0-4 LL— 4-J 00 00 ;j cp c) 11) In 4-J (u H ---------- --- ------ ---------------------------- -- ----------------------------------------------------- - -------------- ------- ----------- ------------ ------ ----------------- id) Cd ---------------------------------- OPEN DISPLAY cd H H .............. Ll 7---------- ......................------------ El ----------- - ------------------ ------------ - ----------------------------- ----------- q ----------------- --------------- ---------- ------------------ ------- --- ---------- -------------- ------- ------ ---------- N. Low, -7 ---------------------- M ------7tt------7tt-----4---------------- '74 77 iA i I----:----------------i.............. ........................I........ ...... ................ 4. ZR S-ra 7a,_a, t-------------- ------------------------t----- ..................................................................................... DRAWING TITLE: L.............. ---------------------------------------------------------------------- -Joe RED PTION I t----------------------------- ......................................t------ ........p MRST FLOOR 1 2 1 5 4 5 6 7 '20 -8 E\ D S-4\ SGRESS PLAN -------------- Z: : Ll H 1 WINE EDUCATION/%*%, ROOM TASTING ROOM ............... .... .......... DRAWN BY: ------------- --- ------------- OFFICE TH - --------------- --------------------------------- < 1/3 D MIN. w/ SMINKLER*SYSTEM "1—(,o POINT OF [DATE- ff-30-16 ACTUAL 67'- REVISIONS: 4 YARP (X H H El H I FIAST FLOOR EGRESS PLAN 40 YAW CA=rA*M!k H PROJECT No. 1557 40TE. THIS DRAWING IS PART OF A COMPLETE H rYPEOF OCCUPANCY _M ARCHITECTURAL SET.THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS.REFER TO T1 FOR MT ACCESS TRAVEL DISTANCE COMPLETE SHEET LIST. DO NOT DO TAKE H :OMPLIES wl TA5LE 1016.1 1015.2.1 OFFS,BIDDING OR CONSTRUCTION ON THIS N THE 200q IBC VOLUME I STRUCTURE WITHOUT A COMPLETE SET. 11AXIMUM TRAVEL DISTANCE KITH SHEET No. kb SPRINKLER SYSTEM 19 2W FEET URRENT MAXIMUM TRAVEL ISTANCE IS 235'-0" FEET H IV-41 251-Oo 251-0m 251—Os L 251-001 L 251—Of L 251—Os L 251-0m 251-0" 6 t 5 4 �L 2 Cos JS SURVEY / SIZE VERIFICATION REQUIRED 102177 Version 06 Externally-Lit Flag Mount Sign 03-27-18 Quantity:1 Double-Sided _.-_ 0 4"X 1"C-Channel frame with?"Aluminum Faces Painted Black;Gray TBD Kappy's Fine Wine&Spirits 0 1"Dimensional Backer;Face&Edges Painted Black&PMS 186 C Red 333 lyannough Road 0 3/4"White Dimensional"KAPPY'S"Letters Hyannis,MA 0 External Lighting&Bracket TBD MENEM HIP 0 .. —. 0 © _ cs ' z At J 6N m SIGNDESI9K visual communication solutions 170 Liberty Street Brockton,MA 02301 508-580-0094 ---............................................................ Tom Hannon Ashley DeAndrade �—4w l 85 AL, ;n Kristine Anderson DL: CW SCALE 1:10 SHEET 07 of 10 ',2"'This document and the design,herein were produoed eaDressly for this project and remain the properly of Sign Design, Inc.They may not oe reproduced or used for any other purpose without the written ppnsenpaulhprl[atlon of Sign Design Inc. The colors printed on tilt,page are sbicdy lepresenlahonal and "on"not De copied or reproduced in any way an"r used in connect,on with this project.Peter to color spec sheet for proper umber match and system seiectlon. SURVEY / SIZE VERIFICATION REQUIRED 102177 Version 06 PROPOSED Photo Scale 1:20 03-27-18 APPROXIMATE INSTALLATION LOCATION PROPOSED Photo Scale 1:20 - -— -- m hi KaPPY's -z- �__,.._ Fine Wine&Spirits --- _ �.. __ _ 333 lyannough Road Hyannis,MA ix �r pi �IIIJ�I ha}W« n � r EXISTING Photo Scale 1:20 ' IGNDESI9Ni: visual communication solutions a. 170 Liberty Street ' . Brockton,MA 02301 - 508-580-0094 SAIPS I?E IFSENTATIVE Tom Hannon Ashley DeAndrade Kristina Anderson CW SCALE 1:20 SHEET 08 of 10 in2015 This document and the designs herein were produced anpmssly for this project and remain the property of Sign Design, Ina.They may not be reproduced or used Ie any other purpose without the written consenlfaut orization of Sign Design.Inc. The colors printed on this page me&Vicdy represemetlonal and should not be coined or reproduced in any way and/or used In connection with this project.Aare to color Spec Sheet for proper number on and syslem setaction. SURVEY / SIZE VERIFICATION REQUIRED 102177 Version 06 A-B El O 03-27-18 Red Polycarbonate 7 or Painted Aluminum Building Stripes ; Kappy's 252° Fine Wine&Spirits 333 lyannough Road Hyannis,MA 300" t 18"4 k ,r9 Shed Style Awnings it }18"i 366" '18"# i 300" SECTION A I Photo Sc de 1:?Q Y SECTION B I Photo Scale 1:20 Vj OF gt f: i _ r ,n 4 r � y< S GNDESIvisual communication g�N� 170 Liberty Street SECTION C I Photo Scale 1:20 . SECTION D I Photo Scale 1:20 SECTION E I Photo Scale 1:20 Brockton,MA 02301 — - — 508-580-0094 .� Tom Hannon ,.., _T _ Ashley DeAndrade Kristina Anderson { CWy _..:_ ,. _ ��..,._._ _ � ._` �__� SCALE 1:20 _ a I e SHEET = 09 of 10 p2015 This document and he designs herein were produced aapfessly for this project and remain he property of Sign Design, Inc.They may not be reproduced or used for any outer purpose aliment the written consent/suthor[sabot of Sign Design.Inc. The colors printed on this page are strictly cepresentauonal and should not be copied 0,reproduced in any way and/or used In ronnecuon wiIn his project.side to color seen sheet for propel number mahn ano system selection. SURVEY / SIZE VERIFICATION REQUIRED 102177 Version 06 A-B , 03-27-18 Red Polycarbonate 7 or Painted Aluminum ppYa Building Stripes ; Ka s T 252" I Fine Wine&Spirits 333lyannough Road Hyannis,MA } 300" C-D-E Shed Style � Awnings }18" 366" }18" 300" SECTION A Photo Scale 1:20 SECTION B Photo Scale 1:20 1 OWN _ � w � I h �r x'. »"v. • __ i is �_ - _ _. > i � « e _ Y` t ,r yg a .. . , . visual communication solutions 170 Liberty Street SECTION C Photo Scale 1:20 SEC]ION D I I i t/ S C I r: 1 Brockton,MA 02301 508-580-0094 SALES REPRESENTATIVE Tom Hannon Ashley DeAndrade ACCOUNT COORDINATOR Kristina Anderson - CW SCALE 1:20 « SHEET 10 of 10 w2015 This accounted!antl the designs herein were prptlucea expressly for this pr plant antl remain me property of Sl pn Design, Inc.They may not be reproduced or used for any Omer purpose without the written consent/aummitation of Sign Desip,Inc. The colors printed on this page are chiefly rep-antstlonel and shod not be Copied or reproduced in any way and/or I,it in connection with this protect.Refer to color spec sheet for proper number match and system selection. 102177 � Version 06 Internally-Lit Wayfinding Post&Panel 03-27-18 Quantity:2 Double-Sided 0 Internally-Lit Sign Cabinet Kappy'S with 1.5"Retainer Moulding Fine Wine&Spirits 3/16"White Polycarbonate Faces with Translucent Pressure-Sensitive Vinyl 333 lyannough Road (Avery A6 Black,A6340-T Red) � _ ........... Hyannis,MA 0 4"Square-Tube Aluminum Posts;Painted PUS 186 C Red with Satin Finish °v 0 Concrete Footing --..---� _ This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes.This includes proper grounding and bonding of the sign. Fr 4" I I Y SAMPLE N )A) M 0 - SAMPLE SIGI DBIR visual communication solutions 170 Liberty Street Brockton,MA 02301 508-580-0094 aiHrir� Tom Hannon Ashley DeAndrade Kristina Anderson CW SCALE 1:10 SHEET 03of10 �2015 This document and the designs herein were produced expressly for this project and remain the property of Sign Design. Inc.They may not be reproduced or used for any other Purpose without me written cp r"id/authothatim of Sign Design,Inc. The cdors printed on this page we strictly represenUuonal and should not be copied of fepoduted in any way error used in connection with this project.Refer to color spec sheet tot proper number match and system refection. 102177 Version 06 PROPOSED WF-1 Photo Scale 1:20 EXISTING WF-1 Photo Scale 1:20 03-27-18 Kappy's Fine Wine&Spirits 333 lyannough Road Side A Side B _._ Hyannis, MA ENTRANCE ENTRANCE �.--- --► T � .� tt '' � * ..p t ____ __._..... ....._.. .___.._...._-_ _____- .._._..._. n..d n_.. ! y Aw • jam ,. L:r. r rn'n z e W. ENTRAlli [ Elevation WF-1 1 Sevafio :10 . .. INSTALLATION LOCATION APPROXIMATE-SETBACK FROM STREET UNKNOWN PROPOSED WF-2 Photo Scale 1.20 EXISTING WF-2 Photo Scale 1:20 ' a r k� , cF 7 1 I Side A Side B =_ �: _._._ .....................................................--- --- _ ___ ---_--__-_-_- - SIGNDE Igl1L r t visual communication solutions ENTRANCE ENTRANCE ' =�.�. � �� 170 Liberty Street Brockton,MA 02301 ENT♦RANCE � ` 508-580-0094 SALFS REPRESENTATIVE Tom Hannon * *� Ashley DeAndrade Kristina Anderson 2 Elevation WF-2 • �.. CW Scale: 1:10 ` SCALE 1:20 SHEET Existing Electrical to Light New Sign 04 of 10 02015 This document and the designs herein were Produced expressly for this project and remain the property of Sign Design, Ina.They may not be reproduced or used to,any other purpose without the written consebtfauthml!encn of Sign Design,Inc. The colors printed on this page are strictly representational and should not be Word or reproduced in any way and/.used in connectlDn with Ims project.here to color spec sheet he proper number march and system selection. F c 102177 Version 06 03-27-18 NEW LARGER SIGN INSTALLED IN NEW LOCATION REMOVE EXISTING SIGN �,�-- PROPOSED I Photo Scale 1:10 EXISTING Photo Scale 1:10 Kappy's Fine Wine&Spirits 333 lyannough Road Hyannis, MA AA Will NEW xa .. r Ill`ll I g � s SIGNDESI9N, visual communication solutions 170 Liberty Street Brockton, MA02301 508-580- 094 g s'lt h"> - . r SALES REPRESENTATIVE Tom Hannon = _,, ..,.�-.� _ , ,_•: �. `.> '' `.� ` _ Ashley DeAndrade ACCOUNT COORDINATOR Kristina Anderson a r CW SCALE 1:10 SHEET x b;. E ry r •• 02 of 10 s_2015 Tis document and the designs herein were produced expmssiy for this a elacl and remain me properly of Sign Design. Inc.They may not be reproduced or used for any other purpose without the written consenVaulhmiaation of Sign Design,Ins. The colors printed on this page are strictly rep,seemabonal and should not be copied or reproduced in any way whi used in naction with this project.Refer to color spee sheet for proper number on and system selection. 102177 Version 06 Pylon 03-27-18 3/4"PVC Backer 3/4"White PVC Letters with painted Quantity:1Double-sided � es 1/4"black boarder(Combined Into 5 Sections) g 0 Decorative Aluminum Shrouded Header Using 1.5"Aluminum Black Ed Kappy's i Frame with Fypon Details(Part#Mid 452-12)(Painted White) Red Edges nn/� Fine Wine&Spirits �— L.J��(,/rp'\V D D Black Edges 0 1/2"PVC Detail and Backer for Fypon(Painted White) 333 lyannough Road a D a A a a a .8 Hyannis,MA 0 Concealed Lighting 1/2"White PVC Letters •(4/2 per side)Illuminated With Sloan HighLINER 2 LED ���, � 4D�CP3[fu�3 Fixture recessed into header •4'x2.7x1.2" •1,950 Lumens •power supply(24 Volts/15 Watts) Sign Panel(92"W x 50ni is 31.94 Square Feet 0 4"x 4"Steel Tube Posts with.063 Aluminum Shroud (Painted White) 1 31 3/16" 115 1/16" © 4"Aluminum C-Channel Frame 23 106 7/6" with.080 White Aluminum Faces(Painted White); — - - Flat Black Vinyl Border(A6 Black) 0 Dimensional Logo All Graphics Stud Mounted with 10-24 Studs •3/4"PVC Backer (Painted Black&PMS 186 C Red Face/Edges) •3/4"White PVC"KAPPY'S"with sides and 1/4"border Painted Black •1/2"White PVC"FINE WINE&SPIRITS" 0 Concrete Footing • a to *Relocate existing from work order 98137 to new location ' directed by client CD -- ----- o 92" SIMES19K visual communication solutions 170 Liberty Street Brockton,MA 02301 508-580-0094 _.._... _..................... Tom Hannon Ashley DeAndrade Kristina Anderson CW i —� •• i SCALE 1:10 SHEET I 24" I I 21 I I 24"-- 01 of 10 P20I5 This document and the @signs hetem were produced eapressly for this project and remain the properly of Sign Design, This sign is intended to be installed in accordance with the requirements Inc.They may not be reproduced or used for any other purpose of Article 600 of The National Electrical Code and/or other applicable ThmputmewnDedpathispagemestrpn yreof pnoeai�.nal I PP The colors printed on this Rage me strictly representational and local codes.This includes proper grounding and bonding of the sign. 'Should not be copied or reproduced in any way anNar used in connection with thts project.Heter to color spec sheet for prover number match and system selection. 102177 _ Version 06 Non-Lit Wayfinding Post&Panel 03-27-18 Quantity:1 Double-Sided 0 4h x 1"C-Channel Frame with.080 Prefinished White Aluminum Faces Kappy's Opaque Pressure-Sensitive Vinyl(Avery A6 Black,A6 Red) Fine Wine&Spirits 0 4"Square-Tube Aluminum Posts;Painted PMS 186 C Red with Satin Finish 333 lyannough Road Hyannis,MA 0 Concrete Footing.............. 7. —� f......._. — -- —�- 9" OSAMPLE - �1 _ - N O i I SAMPLE ......................... 00 SIGNDESI9M l visual communication solutions 170 Liberty Street Brockton,MA 02301 508-580-0094 ;I. ,a „ . . Tom Ha,. .- �. ., �r n "` �� non r'RN!""T r1o!rlAi3FR Ashley DeAndrade Kristina Anderson CW SCALE 1:10 SHEET 05 of 10 @2015 This document and the designs herein were produced aap11My for this inject and remain the property of Sign Design, Inc.They may not be reproduced or used for my other purpose without the wndan consent/authoriaatlon of Sign Design.Inc. The colors printed on this page are strictly representational and should not be copied or reproduced in any way and/or used in n coe lion with this project.Refs,to color spec sheet for proper number match and system aaltcbon. ............... SURVEY SIZE VERIFICATION REQUIRED 102177 Version 06 PROPOSED WF-3 PhotD Scale N/A EXISTING WF-3 Photo Scale N/A 03-27-18 ........................... Kappy's Fine Wine&Spirits 333 lyannough Road Side A Side B Hyannis,MA 0 ENTRANCE ENTRANCE 0 0 RECEIVINC RECEIVINCI 0 0 E� R1 ..................... ....................- ................. . ..................... ..................... APPROXIMATE INSTALLATION LOCATION F-4-11ilevation WF-3 LLF--le-1-10 SIGNOES19M visual communication solutions 170 Liberty Street Brockton,MA 02301 508-580-0094 SALES REPRESENTATIVE Tom Hannon Ashley DeAndrade ACCOUNT COORPINATOR Kristina Anderson CW --- ---.............----............ SCALE 1:20 SHEET 06 of 10 �20 15 This dDburmept and the designs herein were produced expressly far this project anderrom the property of Sign Design, InC.They my not be splocculld or used for My Other Purpose without the written conseri/aulhandation of Sign Design,Inc. The Colors addled 0 this Parges We stictly revaiselattonal add Shout d n at be Owned or reproduced in any way and/or used In connection with this projeft Refer to Colo,spin sheet for proper number math and system selection. ` /-42� \ \�,\\\\ HYDRANT \��\\����\ \`NRy,�C BUILDING \�Q0 TAG BOLT \ \\ � � �� I P � J'� A \ ELEV=43.55' \\ \\ ��� \\ ��� \ LEGEND o o\e� �� �a BOX f+i 2,5`8, � \ UPOLE °� J� 0e�o5` PtQ oJr ' II.SLA �SMALL � K' \ p \ � �. `� UTILITY POLE42.68 BUSHES \AFn�4 . 6 \ \\ \ .\ yo *41.41\ \ \ \ �. _ J � \\ \\ \ () GUY WIRE a LIGH1] �- \ out OCUS \xg1.o8 \\ F\ `��`� OS SEWER MAN HOLE COVER 1.10 IN fz 42.68 / gyp\ \y. \\ F \\\ F \\\ *Q° WATER SHUT OFF VALVE co .0 P / 0 / PARKING r ly \\\ \\ n a / o/ 7 SPACE$ \ �+4,1.00 \ HYDRANT ' 0 rr / N\ �1 \ / ri ��r\\\ \� g \\ +�/9 TRAFFIC/STREET SIGN et / t` s \\\\ \ SINGLE POST SIGN Steve s Nolt �a1n St --�� N I rr \\ \\w \ \ DOUBLE POST SIGN TELLER OD '74 IN # SIGN 431.3 Ile \\ ---- \\ x STOCKADE OR SPLIT/POST-RAIL FENCE 0.82\\�NCS \\\�\1t(40.66 �O T \\ \\ `� BANK ao.6o \\\\ \\\\\ !y ��\ � F Q \ \ OHE OVERHEAD ELECTRIC LINE \ LOCUS MAP BUILDING W/ 1 Qo coN�\ 28 \ \ \ \\\ \ -- W- UNDER GROUND WATER LINE / I PARKING \\ \ \ \ -_ , / ,, o�\\ � w � S � \ E UNDER GROUND ELECTRIC LINE SCALE 1 =2000 t FOR COLBANK / `tiMNSp•\ 1 I r��\ 4 SPACES/ _ ---`\ 3S�B \\\\ I �` �q� \\ \ - "� 9 \\ �C40.5 1 F ,c O \ \ G UNDER GROUND GAS LINE CANOPY METAL 1" �^� l Ii r \\\ METER �''a1 PARKING \\J� �\ 7/C \\\ \\\ ASSESSORS MAP 328 PARCEL 68 & 69 COVER ! I \ 4C � 2 SPACES �j \\ GUY \ Q BOULDER LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN CONC. GUAR f I I 0.81 \ POST 1 I I O / q.p,8® \ }' \ WIRES \ ON COMMUNITY PANEL #250001 OOOC DATED 9��' \\ \N, o \ �\\ 8-19-1985 cam/ g3.so i.;io�°� �` // 2 PARKING \so•� \�� \\ � '9Y� \\ \\ HANDICAP PARKING 43.11� �. 6 SPACES -.\I \ \�S �� \ ------ / c S�N \\ \�w \\�'i0 \\\ EOP EDGE OF PAVEMENT C. OWNER OF RECORD OR V T � \ � 0A !NG \ 0.43 ,y�\ �� O STEEL MANHHOLE COVER IMPULSE, LLC \\ C , PARKING <O NF\\�R \\\ �� \\ � \ ��� 297 NORTH STREET METAL�'.,r 2 SPACES \Mgrti \ o \ 6 GAS METER HYANNIS, MA 02601 COVER } N. \\ �` \\ 4- � , \\w \\ '� \\\ O CATCH BASIN REFERENCES MAP 328 PCL 230 3 \\ \ \ IYANNOUGH REALTY TRUST / CONC.. . \ \ I \ ��09 CONCRETE WHEEL STOP #3 DB 12362UPG 30 AD to / L'J�ND: ITN %\ PARKING 40.43 `y� \ \ / \ �� / RAILING , 89 6 SPACES \ DEED BOOK 19132 PAGE 219 o / DO SI I� X ���" �.9c��,��� �'�° GAS SHUT OFF DEED BOOK 12760 PAGE 215 r DEED BOOK 1885 PAGE 207 \ PLAN BOOK 377 PLAN BOOK 4PAGEE775 cn / _ 1.12 X\� _-- '----_`\\ \\ � x41.52 EXISTING SPOT GRADE CONQ. �I'\ STEP�� G11-- \\ �1 EXISTING CONTOUR SEE GENERAL NOTES ON SHEET 4 OF 4 (NOTES APPLY TO 0.5o it ��� '77 ALL SHEETS) 41.33k p 4 ® �'. \` \\\ LOT COVERAGE: 1 � .. �\ �.� 40.1 / �� METAL', S �� ;P \ EXISTING BUILDING COVERAGE: 51.6% O COVER ( j / .g2 EXISTING PAVEMENT COVERAGE. 41.8% C. MP I �' \ EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED I .r.. / P o I / � SITE .9s/ `9yE I , iJi I / �Q NOTE: O O4o.5z ' ` / X °'I4W6s THE LOCATION OF EXISTING UNDERGROUND UTILITIES \ / I G / / SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR 1 R G / \ ' I p F - / SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG /� z D SI i % SAFE (1-888-344-7233) AND ANY OTHER UTILITIES z0 Ev= 2.ss' I o / / WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE EXISTING I I/ BUILDING CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ' D PS .�'. /T _ LOT 1 100,288 sf .99 II 2.30Acres EXISTING CONDITIONS 41132 PLAN OF LAND C. AT 1 PLATE RM / - /d1.8 NC. GA / co / �\ / / 4F / / SLA CoNC G� �N ; / / #349 & #333 IYANNOUGH ROALj i. APRON X41.52 / i / � X 0�9 I IN I � I Q /o • / CO HYANNIS (BARNSTABLE)2 MA- 0 I GAR E 0 OR S B 0.99/ II "SHD" / OP NIN 1 OHE 41.49III 1 !ry L&j / / PREPARED FOR V CONC. / I 1 EASEMENT' SLABii 4 uj i1?� a N � ,,o: T� '� I HILTON GARDEN INN / IMPULSE, LLC G C.• CUTOFF b PG '23D /� I S II ,P ATFORM / 2 I/ UPOLE• '• ' 41. :i N.0 WIRES. ,OHE1� �\$ // I� \ II x.• '• • � J 8E 2008 ATTACHED I cn ��1�FEN ®'E�� � ,r-' Scale:l = 20 REVISED: OCTO R 6, 2008 / B MAP 328 PCL 42 E.OF PLA_� ' _ i ' r KENNETH W. LOADER HG ONING DISTR! ORM ��'�_ _, CONC. � OHE �Nf � --_-,41' / I� ter' REVISED: NOVEMBER 10, 2008 (PORTE-COCHERE) #15 BROOKSIDE RD. GT ' : ;� _ 0 10 20 30 40 50 FEET , ) o : .PL,4TEORM / ' -_ / REVISED: DECEMBER 8 2008 (BUS STOP DB 7675 PG 36 rk1 U77L/Ty' �`�--� i _' 2 ` ' �, l/ - _ �� PERMIT SET NOT FOR CONSTRUCTION SF N! EASEMEN ZONING DISTRICT DB '•�• • l ' I � r `_ 0 r MAP 3 8 PCL 43 247 885 PG 207 _ 9' h 'l �o rr - -PAUL N. do LUCY A. PICHE 9 F 4 off 508 362 4541 #16 BRO KSIDE ROAD S 7g'49'S4" E NN X��x�� ��1 ��°0 P SFMFNT` - ,� rrr fax 508 362-9880 DS 750 PG 1 'yam /'-�- C MAP 328 PCL 44 EXIST. x i_X ��" `�� _ ' `o ' z 4°ti of JOHN P. & LYNN M. /� r �, y�� c DOHERTY GARAGE X�` pAVM ' `� ' DANIEL o ZH MASS #17 BROOKSIDE ROAD ENT ' OjA� DANIELA. y�s� dO wn cape en gln eerin q, Inc. _ r DB 10371 PG 284 SHED r' q No.40980 OJALA N _ CIVIL Cl VIL ENGINEERS bP1 p tiFITM EAS M-ftftE .26 y rrr l qNo C�� o� �N 4650 LAND SURVEYORS �5 S 7 . , B 18 NT i URN csT �' e Q o So• 6�°4" E 77 8 _ s ► `'G 939 Main Street t - YARMOU THPOR T, MA SS. MAP 328 PCL 6�� 97 /4 r pQ !1•��..`.�G'1. 2 ? ADAM C. do JENNIFER-, I'�--47----- �°� .70/ � r t,AP o ^� R. FULLERTON, TRS // , DATE DANIEL A. OJALA, P.L.S. SHEET 2 OF 5 '1p0 4 r #1D8 8447 PG 69 STREET BRACE /I \� ' _04-324 BASE-HILTON.DWG (ARG) yr, SLAB°X �11G \ \ \ \ / NOTES: \ \\ \ \ PLANTING SCHEDULE \ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES o� v - FFI� \ \ \ SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG a a \\ �0k'(� \ \ \ �Oly \ SAFE (1-888-344-7233) AND ANY OTHER UTILITIES HERITAGE CLUMP BIRCH 8'-10' 6 / \ NF \ \ \ NF \ WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE BETULA NIGRA HERITAGE' PROPOSED EDGE 1 \ \ \ CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. a OF PAVEMENT \ \ \ \\ Rout OCUS \\ \ \ \ n 2. ALL MECHANICALS TO BE ROOF MOUNTED AND SCREENED FROM VIEW. OCTOBER GLORY RED MAPLE 3" CAL. 13 0� ACER RUBRUM OCTOBER GLORY' Q SAW—CUT & IGN REMOVE v J a LAWN �So 3. SEE DETAIL SHEET FOR OTHER NOTES. v- O PAVEMENT zJ \ A \ *JUNEBERRY c a J of \ \ \ \\ n AMELANCH/ER CANADENSIS *NORTHERN ARROWWOOD WBURNUM DEN TA TUM #5 38 MAIDEN GRASS #5 19 s et St. tr 4i DO NOT a \ � \ \ \ MISCANTHUS SINENSIS GRACILLIMUS Steve °fit 1� St' Q J ENTER SIGN \\ \ �Q\ \ \\ \\ HEAVY METAL SWITCHGRASS #2 40 IK aI 1 \\ \ TF \ O \ \\ \\ PANICUMr V• HEAVY METAL'; _DING a ,o J y► \\ \ 2CS� **HELLER S JAPANESE HOLLY #2 10 J \\ \ \ \ g \ \ \ ILEX CRENA TA HELLER/' �'+ �+ 1 PARKING LOT »A \\ \ `s�' \ \\ \\\ *NIKKO BLUE HYDRANGEA LOCUS MAP HYDRANGEA U. NIKKO BLUE' #T 42 „ , O J J \\ 9 \ \ 0 \ \\ \ **PJM RHODODENDRON SCALE 1 =2000 f METAL J \.89, \ y/ �\ 24 —30 ,8 LOT AREA: 100,288 SF 2.302f AC. COVER °' ' RHODODENDRON X PJM' C \ \ \ ASSESSORS MAP 328 PARCEL 68 & 69 WIRES \\ **SHAMROCK INKBERRY #5 39 LOCUS IS WITHIN FEMA FLOOD I EM01 SPACE �F�q \\ LAWN \�y/T �q� \ \\\ \ \\ ILEX GLABRA SHAMROCK ON COMMUNITY PANEL #250 01Z OOOC DATED ONE C AS HOWN / / { LOAD/ G DO NF �O �ST,�,jA \ \\ \ CORNUS SERICEAKELSEY RED GKELSEY'DOGWOOD #1 37 8-19-1985 N ^�' KS� � O LITTLE BUNNY FOUNTAIN GRASS p ° Q �/�1/ \ \\ \ \' \ PENNISETUM A. 'LITTLE BUNNY' #, 12 OWNER OF RECORD p FQ CQ G \\\ Mq/NT JAPANESE SPURGE B.R. 75 IMPULSE, LLC 3 3, \ \ PROPOSED\ \ � PACHYSANDRA TERMINALIS METAL 3' SPR N 9. o �NF\ EXTLIT ERN LLY \ \ \\ n' \ 297 NORTH STREET ., O \ \ HYANNIS, MA 02601 COVER K' C 23S \'\ \ \ \\ *DECIDUOUS SHRUBS 127 TREES 19 REFERENCES **EVERGREEN SHRUBS 67 ORNAMENTAL GRASS 71 MAP 328 PCL 230 3 ° \\ \ �T,Q \ \\\ Y Y PROPOSED WALL MOUNTED LIGHT IYANNOUGH REALTY TRUST ' \ \ \ \ ( PROPOSED LIGHT POLE DEED BOOK 19132 PAGE 219 #371 IYANNOUGH ROAD ° \\ \ \ \ \\ ,� PROPOSED uPucHT DEED BOOK 12760 PAGE 215 DB 12362 PG 30 �' PLAN BOOK 0co DEED BOOK 85 PAGE 5 PAGE 7 s• oqt 0 \ x \ \\ PLAN BOOK 37 PAGE 77 TOP DO NOT �S' FgSF LAWN \ o \ \\ SIGN ENTER SIGN \MqF"T SEE GENERAL NOTES ON OTHER SHEET (NOTES APPLY TO ss To a \ • aols y \ F�Rq \ ALL SHEETS) LOT COVERAGE: A. PROPOSED GRANITE LAWN WATER FEATURE ZONING SUMMARY I LEFT TURN \ EXISTING BUILDING COVERAGE: 51.6% METAL 1 S ONLY SIGN a EXISTING PAVEMENT COVERAGE: 41.8% COVER . ZONING DISTRICT: HG HYAN'NIS GATEWAY DISTRICT TOTAL EXISTING IMPERVIOUS COVERAGE: 93.4% D0, NOT 0 ENTER SIGN 5 SP REQUIRED PROVIDED - ACES I EXISTING NATURAL STATE: N/A PREVIOUSLY DEVELOPED 1 ' MIN. LOT SIZE 40,000 S.F. 100,288 S.F. SITE J I MIN. LOT FRONTAGE 50' 605' PA •y a J MIN. FRONT SETBACK 30' 23.6' PROPOSED BUILDING COVERAGE: :34,478/100288 34.38% to MIN. SIDE SETBACK 20 0.6 EXIST. r .. G 1 , . _PROPOSED PAVEMENT COVERAGE: __;, e PAVEMENT., O AGE. .. 48,593/100288 48.,4 MIN. REAR SETBACK 15 N/A' COR. LOT J EST/ o _ l ..., . _ e , I 1 , , ,-A_ _ TOT PR�: _ _ .� ,• OPOSED IMPERVIOUS ��C 6 Ala MAX. I�LILDINf FfEYGHT 2 _ VERAGE• 82. 3 MAX. BUILDING HEIGHT 3 STORIES 1 STORIES • < 93.4% EXISTING, O.K. I o Q �AR a MAX. LOT COVERAGE 80% 82.8.% (93.4% EXIST) 1 0 a I FLOOR AREA RATIO 0.8 0.36 J . SITE IS LOCATED WITHIN WP WELLHEAD J � PROTECTION OVERLAY DISTRICT OPEN SPACE 17,157 SF 17.11% (EXIST. 6.6%) 1 ATH J _ IMPERVIOUS LOT COV. 83,071 SF 82,83% (EXIST. 93.4%) 1 ARE �o a MUNICIPAL SEWER CONNECTION IS EXISTING J e� a / ' c HCP / 1 SIGNS / U ; NIL —%PE Q 1 C°NC, • LAY%.;UT LAINU% 1 PLATFORM a QD s / CO PLAN OF LAND 1 EC„ / AT I E '" 8 LEYLAND CYPRUS 4'-6' 1 COMPX 40, o / PARKING SPACES. IYANNOU"' H 10 BOLLARD TYP, o ■ I PAD ACTO& COMPACTOR N / J , GAR E D OR' FNCE SCREENING / REQUIRED PARKING: IN 1x14 oP NIN FENCE WITH OSq / SPECIALTY RETAIL TO BE DETERMINED BY 1 0 GATES I / BUILDING COMMISSIONER/ PLANNING BOARD HYANNIS (BARNSTABLE),J � e co / J \�oyE:' / PROVIDED: GONC\ (fir/L/T 80 SPACES INCL. 4 HCP. Y z SHOPPIN PREPARED G CA T' RED FO • LA 0 ( R CORRAL NOT UTILIZED R 1�0D' P. AMEN r 8' 8 3 3 / <�o G 8 DO y e Rs AT LOAD/NG �, \J SEE TRAFFIC MEMO DATED 8-17-2010 14 4 O IMPULSE, NC AREA o LLUI x ols: u ENE' _ 42 G O . • CONC .; R FADER x riLtr — %� DATE: 4-26-2010 E RD. EASE_' %E .PLATFORM. Ek/S ., 36 MN -_L` \' �0go/TING z Scale:I1 20' REVISED: 5-1 1 -2010 (SPR COMMENTS) 6"CHRY 6"CDR SF 1g' :. N NG DOC REVISED: 5-24-2010 ADD L SPR COMMENTS 10"CNRY _ - 0 10 20 30 40 50 FEET REVISED: 6-22-2010 ADD'L SPR COMMENTS MAP 328 PCL 43 10"OAK " 5 • ... ...ads REVISED: 7-21 -2010 (SCREENING) 6'C R Y , PAUL N. & LUCY A. PICHE 5»OAK 6"CHRY 247,79 Sf� � � ... ,�;�, EME ��� #16 BROOKSHIRE ROAD- :..... Nr REVISED: 7-28-2010 (PER PB COMMENTS) DB 750 PG 1 5"CHRY 4-"OAK 6„CHRY E --� �� ........ .. .....:::......_ _ PROPOSED MAP 328 PCL 44 „ 6"oAK --- ►'. EXTERNALLY REVISED: 8-13-2010, (LOADING DOCK) JOHN P. & LYNN M. 4 CHRY GARAGE „ J q �� y► P LIT SIGN REVISED: 8-17-2010 (REDUCED FOOTPRINT) DoiHERTY s CHRY s oAK PA REVISED: 5-23-1 1 (MHWY REQUIREMENTS, RIM GRADES #17 BROOKSHIRE ROAD r y► PROP ED a REVISED: 7-27-1 1 (CLARIFY GRADING, MHWY COMMENTS) DB 1A371 PG 284 OS SHED 8'CHRY 8 STOCKADE FENCE 5"CHRY q' o Ur/L/TY EAS,�° 'PV�N�FMAsgo P�tNOFass9c REVISED: 2-2-17 (VESTIBULE, MOVE COMPACTOR, SIDEWALK) 4 CHRY 10, 2»oAK S 76 044 B 1 5_ p� S GNP o�° DAAIEL y�-4 �°`' DAo IAL�A. y�� foff 508-362-4541 ax 508 362-9880 MAP 328 PCL 67 f 9T�� �_ OJALA CIVIL N ADAM C. & JENNIFER No, Q 4' SSA ti6 z o R. FULLER TON TRS o,� No.46502 I SHEET O F POP p0 p QC' NO #181 SPRING STREET UPOLE � �q�FFSS�Owo� Fs ��``� bp = DB 18447 PG 69 BRACE I 7 i a SURN S,aNAL �N down cope engineering, in c. ` C -� 2- 2- 201T Cl t/lL ENGINE ERS yy LAND SURVEYORS OVERHANG �� '�` 1 DANIEL A. OJALA PLS PE DATE _04-324_BASE-09.DWG (ARG) l� t / HYDRANT J 939 - Main Street YARMOUTHPORT, MASS. , / 1 T A/ 1'l I'll 11•1 N B i 2. a� \ \ \ SIG \ �LA OX d SMALL�� \ �' \ 1' � \ \ � .\ ,.BUSHES °r FFI 4 .'6 /y\ six \ \ `�xpp s1.4` q\\��O CONNECTTO o \ NI\ �` ,. \ 1 NT LIGHT/ EXISTING STUB LEGEND LIGH G e�J+'c a T/ \ \ \ \ P 16o��y<ob r �\ UTILITY POLE �o�F PROPOSED EDGE ......... � I �� \ 2 \ GUY WIRE OF PAVEMENT / \ �X/ \\ \ \ \�s Rouf I i \ \ 0 n G 8 OCUS I � \\ \ 4' `" XISTIN 8",fATE'I� \ \\ �S SEWER MAN HOLE COVER �/ / \ CONNECTION S AR \ \ INI J DO i OT I ENTE SIGN \ z ' X40,96v \ \ F\ \� /� �Q° WATER SHUT OFF VALVE y SAW-CUT &. .w- I �A� T / o o REMOVE I c;I ' 'O LP12 `� \ DJ,LAWN \ S�S&GD 8"X „\ \TRj F\ m PAVEMENT I ZI '" `'• 40 4, X• '...'� !y\ \ \ \ \ \ HYDRANT j `' , - RAIN GA I 3s 1: 12" 1 0 �� \ 3 \ F<< �" \ \ TRAFFIC/STREET SIGN /.; )t j •� IM.-40.0 Z • I / / 4� tr et LuI o / ---- ' \ f �\ S \ \ \ SINGLE POST SIGN S eye s or St t DO NOT o• \ ,(�\� � \\\ \\ � -� ENTER SIGN NI \ X4C. aa LP13 c� DOUBLE POST SIGN IK I I • 4i10, 6OX � \ � � \ w i y 12 3s•0 ` so \ \ \\. \ �� \�7&40 \ \\ \ \ _ ASSESSORS MAP 328 PARCEL 68 & 69 _DING , o I � ::':.'; lNv \ \ 0 STOCKADE OR SPLIT POST RAIL FENCE LP14 P „ „ Q \ \ � \ \ -41--` / LOT AREA: 100,288 SF 2.302t AC. _ PARKING LOT A \\ \ \ T \ \\ \\ \ c, \ \ � \ -1 T OHE — OVERHEAD ELECTRIC�\ r 3� \ \ ,� X4.0,5' !y\ \\ 0 \ \\ \ C LINE METAL ' I \ ;�' ti �2 / Q�*� \\ \ SB8 . \ 1°' �� \ \ \ — COVER I \ 4 ,77X 1'"� '41 �� o�° o `' \ \/v 0 / C !� \ \ W UNDER GROUND WATER LINE / AO� ��� \ \ \ ti LOCUS MAP k4j 6 / 4C'.iOX `t:':':.' r O<v ` \ '� I I . 1\ N \ \ Y \\ WUY 9 \\\ E — UNDER GROUND ELECTRIC LINE Q SCALE 1"=2000'f °Q / F EM014AC Q�j �� �� \ LAWN \�tiiT C'9\ \ \\ \ \\\ G — UNDER GROUND GAS LINE ASSESSORS MAP 328 PARCEL 68 & 69 . --- BOA E �i o�� \ !v \S \ \ NI DO KS) QQo� \ �T//\ o�Xoo \ \ \ ------____-_- '� PROPOSED BUILDING MOUNTED LIGHT LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN R \ q�\ 0%/ \ \ . \ \\ PROPOSED POLE LIGHT ON COMMUNITY PANEL #250001 OOOC DATED `\ OOp RA FQ -I'� \ o\ �rqi \ I� 8 19 1985 10.43 / 3 /3' x CON S \\ EXTOERNALDLY \ � n' �/ \ METAL: SP k \\ C68 \ `� /V S9• ���\\ LIT SIGN \ \ HANDICAP PARKING 3 R K \ o COVER �tK/ EOP EDGE OF PAVEMENT OWNER OF RECORD MAP 328 PCL 230 3 4, \� \ 0/6s \\\ R �x/ \ 11� \\\ IMPULSE, LLC IYANNOUGH REALTY TRUST x ' \\ \ ' " #371 IYANNOUGH ROAD ,� � � 1 0 \ \ kp• ��j.�_�� �` � \ \\ M STEEL MANHHOLE COVER O 297 NORTH STREET DB 12362 PG 30 \ X40.89 \ �� \ s'S P, . /?\ \� \ \ / \ HYANNIS, MA 02601 �� 00 \ \\ G GAS METER o � CB T�oF r� `` `°° \�MM�F �,\ \ \\ REFERENCES \ SIP - ENTER- \ �,-- °FSFMF LAWN \ \ �0p \ \\ O CATCH BAS I N �' r x p • eF�R \ o \ \\ o DEED BOOK 19132 PAGE 219 cols \ q \� CONCRETE WHEEL STOP DEED BOOK 12760 PAGE 215 2 4j.41 \\N X.3G r s DEED BOOK 1885 PAGE 207 \ o \ \ �'�° GAS SHUT OFF PLAN BOOK 604 PAGE 35 \ \ \\\ LAWN WATTERSFEATURE ED GRANITE \ PLAN BOOK 37 PAGE 77 :I U �S LEFT TURN 41 c4 ,9� \ x • . \ X41.52 EXISTING SPOT GRADE ONLY SIGN 1. \ gO9 2 x4c3.1 SEE GENERAL NOTES ON OTHER SHEET (NOTES APPLY TO METAL ' ° `� \ \ -go , �� COVER � EXISTING CONTOUR ALL SHEETS) `-= � � ~� '`\ DO NOT \ (J9SJ / \ ��1 ENTER SIGN 5 SPA \ 4 `� REF. MASS HIGHWAY PERMIT FILING #5-2011-0136 \ RAIN NOTE: REFERENCE ARCHITECTURAL DRAWING FOR / 10 PDEN / I �� COMPACTOR PAD, BOLLARD DETAIL SHEET A5 GIAMPIETRO '-�� ,.,, 1 ,. PARK, c4 RIM.: 40.0 I I � � , A ARCHITECST FOR KAPPY S LIQUERS DATED 11-1-16 ® I • ,�• CC R NG SOT »e„ Lp �� / • S .;x: 40. �z NOTES: 1 net r 41 :>: •� 5� I o• / Q �\ CONTRACTOR TO VERIFY CHUTE HEIGHT WORKS PRIOR TO O ♦ I I 6' :: RAIN 4� I 466 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES POURING PAD. O�•0,52r • R 1 " lNv 36.0 - '�°" r " I / - SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY \ o No � / w EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR \\\ Ro (TYp)l l cce GARDE / A Ni, / � SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG I • / w f.,��;. .,,� ce4 / / I / SAFE (1-888-344-7233) AND ANY OTHER UTILITIES OVERFLOW WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE I • �� N ` • .' `' 9 CATCH BASIN / ,� I ••' — 41.0 / / i / CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. I r \;:': "i , ; — LPs / __ 2. ALL MECHANICALS TO BE ROOF MOUNTED AND SCREENED FROM VIEW. N 00 I ,l • I / �t. qRE I N / 12' 1 v \LP8/NV 3s 0 (TYp) 2 /N� 36.p (TYpM �/ I I ' UTILITIES/GRADING G SIGNS l • ao RD ` y / / / OF"N'LAN OF LAND Q LP5 AT cl) AV I CON,C, S y cv `� 1� p`� :� a i t 41- I PLATFORM \� ^� :,` • / - / 3 9 #3�03` 3 1 Y A N D� / U H 0 A D I<A J � ` .`•. .l� N l / � I co IN I I •. . . •. . E i � � II / • x, i HYANNIS (BARNSTABLE), MA o) 1O, x� BOLLARD TYP. O' S / / • "� II / ' x o I I P1101 OR COMPACTOR S S w I / PREPARED FOR J I GAR E D OR FENCE � I SCREENING 1 X14 OP NIN L 04 FENCE WITH LP4 / /I I GATES X4', 42 IMPULSE, LLC GONG\ �F/�lT. . :RD 12„ / i = S I / 'I DATE: 4-26-2010 • PLATFOR•M'• q�� Y RD �8 / o U� 1�00 PgMeNr '�:RD 8� 8'�� co �3� 8' DOORS p LP3�: �36'0 (Typ / ` l I �> > Scale:1 = 20 REVISED: 5-1 1 -2010 (SPR COMMENTS) ... 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