Loading...
HomeMy WebLinkAbout0621 IYANNOUGH ROAD/RTE132 (2) �l ' R i i i x � 1 1 E r � � I fi-- 9� I �_ i •- O Assessors Map Angel Motel s Route 132 - is r Hyannis, M.A n se �6Qc Lo calt �o W 0- Q ° -3S TILti-ZA 40 9S _ � h c 89 19AC • 5� _ •2J 50 gooly AC,' 6 Q ti r r, 49 _..gam _ � z !� • ?�AC 5 6 23 A� -7 6 100 /� I • �/5 i t23 I o o /! 152 70 �cG. TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 311 004 GEOBASE ID 22999 ADDRESS 621 IYANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 59826 DESCRIPTION BED BATH & BEYOND 36 SQ FT & 264 SQ FT PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FE2S: $200-00 BOND 1w CONSTRUCTION COSTS $.00 Qi► 753 MISC. NOT CODED ELSEWHERE, + BARNSTABLF, +�► MASS. 1639. BUILDI fG VIS DIION BY DATE ISSUED 03/22/2002 EXPIRATION DATE �p THE A P` 1•o The Town of Barnstable Department of Health, Safety and Environmental Services BARNSTABLE, ' Building Division �C MASS. g 16 3r a m 367 Main Street, Hyannis MA 02601 Office: 508-862-40,38 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer Application for Sign Permit Applicant: 4 1--- ON D00JA C 1 G Lf '-Assessors No. Doing Business As: BED 6811)-r Vo hi D Telephone No. "00 �a � Sign LocationU;2 _ a Street/Road: �Y ,4' Zoning District: Old Kings Highway? Yes'iyannis Historic_ District? Yes Property Owner Name: 6,9 i-L F15 H M9TNrk,S )M • Telephone: Address: (o Villager n Sign Contractor Name: k0MIA064A91114 �Sl-On) Cam: Telephone:- 7K 0/3'7 Address: &R7—2 Rt> Lc 7-d-67bn) M A Villager 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 /No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner br 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 o arnstable Zoning Ordinance. '.Signature of Owner/Authorized Agent: Date: Sizto e:�l - �i G ermit Fee: ©, oz� f �'. Sign Permit was approved: Disapproved: Signature of Building Official: � � Date: ' O 'Z Sign 1.doc rev.8/?1/98 G o•-� � !� zi/O�' d� To: Gloria.Urenas Building-Inspector of Hyannis, MA From: Donna Cullen Sub0a. Bed, Bath & Beyond Sign Permit Date: 3/1842002 Gloria,- Per..our_phone.conversation of today,I'm enclosing.the sign renderings that we discussed_ These drawings are for the proposed signage for Bed, Bath& Beyond at 601 lyanough Rd, Hyannis. .a_wall_be awaiting your-response..with.anyquestions;and/or the-permits granted..J.-am enclosing-ray-business card, which has the telephone numbers where I can be reached and my mailing address. Th nks so much. w'1 a .Donna._CLlten. Sign Industry Consultant U 0f2� . dQ of 6 C.o (y CL 1 03 ee4)-N0 o ba 6. voMLs C7 '�� 9f 3 --0�7� :. C�f1 C 10 ) 370 ���, Town of Barnstable Zoning Board of Appeals Decision and Notice Sailfish Partners Limited Partnership Appeal 2000-43 -Special Permit-Section 3-3.6(3A) Conditional Uses HB District-Retail Summary: Granted with Conditions Applicant: Sailfish Partners Limited Partnership Property Address: 621 lyannough Road/Route 132 and 31 Nightingale Lane, Hyannis, MA Assessor's Map/Parcel: Map311, Parcels 004&089 Zoning: B Business District& HB Highway Business District Groundwater Overlay: GP Groundwater Protection Overlay District Background: The subject locus consist of two parcels (No. 004 &089)totaling approximately 1.76 acres in size fronting on Route 132 (lyannough Road)and Nightingale Lane. Parcel 004 is currently occupied by the Angel Motel which has been abandoned for several years and is deteriorating. The existing four buildings on site total 13,511 sq.ft. in area. Parcel 089 is vacant and abuts the motel parcel on the east. This parcel provides addition frontage on to Nightingale Lane. Nightingale Lane is a private road with a right of way of 40 feet and varies in pavement width from 12 to 22 feet. The existing pavement is in poor condition. The applicant proposes to demolish all buildings on site and to redevelop it with a one story 20,014 sq.ft. retail building and on-site parking for 99 vehicles. The project has been before the Cape Cod Commission. On November 01, 1999, the Commission determined that the proposal, when related to the existing use, would not have increased impacts and therefore would not require review as a Development of Regional Impact. Relief Requested: In order for the applicant to accomplish the proposal as presented, relief is being requested in the form of: • Appeal 2000-43 -seeking a Conditional Use Special Permit in accordance with Section 3-3.6(3A)to permit the retail sales within the HB Highway Business District, and • Appeal 2000-24-seeking a number of Variances. Generally grouped variance relief is sought for the provisions of Bulk Regulations, Groundwater Protection Overlay District, Off Street Parking Regulations & Site Plan Review Standards. This decision pertains only to Appeal 2000-43 (Special Permit). Procedural Summary: The appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 28, 2000. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened on May 24, 2000 continued to July 12, 2000, September 13, 2000 and to November 15, 2000. At the close of the hearing on November 15, 2000 the Board found to grant both the special permit and variances with conditions. Extensions of time were executed between the applicant and Board and signed copies of which are contained within the file. Hearing Summary: Board Members hearing and deciding this appeal were Tom DeRiemer, Dick Boy, Ralph Copeland, Dan Creedon and Chairman Ron Jansson. Attorney Meyer Singer represented the applicant. Hugh Becket and David Michniewicz of Coastal Engineering Co., Inc.were also present during the hearings. Both Appeals 2000-43 and 44 were heard together. Findings of Fact: At the hearing of November 15, 2000, the Board unanimously found the following findings of fact as related to Appeal 2000-43: 1. Appeal 2000-43 is a request for a Special Permit in accordance with Section 3-3.6(3A) Conditional Uses HB District- Retail. The applicant is Sailfish Partners Limited Partnership. 2. The location is addressed 621 lyannough Road/Route 132 and also 31 Nightingale Lane, Hyannis, MA -Assessor's Map 311, Parcels 004 &089. 3. The locus consist of two parcels- Map 311, Parcels No. 004 &089 -totaling approximately 1.76 acres in size fronting on Route 132 and Nightingale Lane. Parcel 089 is vacant and fronts on Nightingale Lane. Parcel 004 is currently occupied by the Angel Motel consisting of four motel buildings, one shed, one pool and related parking. The existing structures on site total 13,120 sq.ft. in area. The property is in a state of disrepair and is in need of substantial site rehabilitation. 4. The applicant proposes to replace all of the structures and improvements currently on the property and the pre-existing nonconforming motel use of the property with a 20,014 sq.ft., containing only one retail tenant, and associated site parking (99 parking spaces), pedestrian access, landscaping, drainage.and amenities that go with this type of development. 5. Nightingale Lane is a private road varying in pavement width from 12 to 22 feet. The designated right- of-way is 40 feet. The existing pavement is in poor condition however; the applicant has proposed to improve the roadway. 6. The majority of the property is located in the Highway Business (HB)Zoning District. A triangular portion in the middle of the suite is located in the Business (B)Zoning District. The entire site is also located in the GP Groundwater Protection Overlay District. The proposed retail sales use is allowed by right in the B Zoning District and by special permit as a conditional use in the HB Zoning District. 7. The project has been before the Cape Cod Commission as a Development of Regional Impact. On November 01, 1999, the Commission determined that the project"will not have increased impacts on the resources protected by the Regional Policy Plan in relation to the existing use of the site [and that] the proposed development will not require Cape Cod Commission Development of Regional Impact Review. - 8. .The project was also before the Town of Barnstable Site Plan Review Committee and was found approvable on February 10, 2000, subject to 5 conditions. It was again before the Committee on November 09, 2000, at the request of the Board for changes suggested by this Board. It was found approvable again and subject to Board of Health approval for on-site interim septic system 9. To accomplish the proposed plan as presented, the following relief was requested: In Appeal 2000-43, the applicant seeks a Conditional Use Special Permit in accordance with Section 3-3.6(3A)to permit the retail sales within the HB Highway Business District. In Appeal 2000-44, the applicant seeks a number of Variances also for the project. 10. Retail stores and salesrooms are a principal permitted use in the Business Zoning District and are a conditional use in the Highway Business Zoning District by special permit under the Town of Barnstable Zoning Ordinance. The grant of a special permit would not substantially adversely affect the public health, safety,welfare, comfort or convenience of the community. 11. The grant of a special permit in this instance requires that a site plan for the project be reviewed and found approvable by the Site Plan Review Committee of the Town. That has been done. .12. The proposal fulfills both the sprit and intent of the Zoning Ordinance because it will not be a substantial determent to the public good or neighborhood effected, and, in fact be an improvement to the neighborhood over what exists today. 2 13. The project complies with the goals of the Town of Barnstable Local Comprehensive Plan. The. project is a redevelopment of an older, run-down site and is located within a defined Commercial Activity Center identified in the Plan. In addition, the redevelopment will remove a pre-exiting nonconforming use and replace it with a conforming use allowed by special permit. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the relief being sought in. Appeal Number 2000-43 subject to the following terms and conditions: 1. The retail use is limited to one business use only-for one entity only, occupying no more than 20,014 sq.ft. of building. There shall not be more than one business entity occupying the building. 2. The retail use site shall be limited to one retail business that will not generate more traffic than estimated by Land Use Code 812 -Specialty Retail - in the 6th Edition Trip Generation Institute of Transportation Engineers manual. 3. Two pedestrian crosswalks shall be installed (painted)on the intersection of the roadways as they converge at the building entrance which is to be located on the northwest corner of the proposed structure. 4. At the intersection in Condition No. 3, a"stop"sign is to be installed. That stop sign is to halt the north travel lane of traffic as it intersects with the one-way flows south and east. 5. The development of the site shall be as shown on a plan found approvable by Site Plan Review on November 08, 2000 and titled "Site Development Plan, Sailfish Partners, LP"and as drawn by Coastal Engineering Co. Inc., scaled V=20% drawn 6/9/99 last revised 11/09/2000, and shall be no more than one story.. 6. 'Right-Turn Only' signs shall be placed on Nightingale Lane at its intersections with Route 132 and Route 28. 7. The use, building and site shall comply with all applicable Building, Health and Fire regulations. 8. The interim on-site septic system, shall be required to meet current Title V requirements and shall be approved by the Health Division. When town sewers becomes available along Route 28, the applicant, assignee or successor shall at their expense extend town sewers from Route 28 to the site along Nightingale Lane. 9. Construction of the sewer line and hook ups shall be in accordance with Department of Public Works standards and shall be approved by Public Works. Repairs to Nightingale Lane after the sewer installation shall also be the applicant's responsibility, and designed according to plans and in accordance with Department of Public Works Standards. 10. Sidewalk to be constructed along Route 132 directly abutting property line but in the Town layout in accordance with Town Engineering design and supervision. 11. Landscaping and Lighting Plan shall be submitted for review and final approval by Planning Division. No site lighting shall intrude upon an area beyond the area of the current property lines of the 9 9 P Y Y P P Y petitioner. The vote was as follows: AYE: Tom DeRiemer, Dick Boy, Ralph Copeland, Dan Creedon and Chairman Ron Jansson. NAY: None Ordered: Special Permit 2000-43 has been granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. 3 Ron S. Jansson, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 4 1+ , Town of Barnstable Zoning Board of Appeals Decision and Notice Sailfish Partners Limited Partnership Appeal Number 2000-44 -Variances -Bulk Regulations, Groundwater Protection, Off Street Parking Regulations &Site Plan Review Standards. Summary: Granted with Conditions Applicant: Sailfish Partners Limited Partnership Property Address: 621 lyannough Road/Route 132 and 31 Nightingale Lane, Hyannis, MA Assessor's Map/Parcel: Map 311, Parcels 004&089 Zoning: B Business District& HB Highway Business District Groundwater Overlay: GP Groundwater Protection Overlay District Background: The subject locus consist of two parcels (No. 004 &089)totaling approximately 1.76 acres in size fronting on Route 132 (lyannough Road)and Nightingale Lane. Parcel 004 is currently occupied by the Angel Motel which has been abandoned for several years and is deteriorating. The existing four buildings on site total 13,511 sq.ft. in area. Parcel 089 is vacant and abuts the motel parcel on the east. This parcel provides addition frontage on to Nightingale Lane. Nightingale Lane is a private road with a right of way of 40 feet and varies in pavement width from 12 to 22 feet. The existing pavement is in poor condition. The applicant proposes to demolish all buildings on site and to redevelop it with a one story 20,014 sq.ft. retail building and on-site parking for 99 vehicles. The project has been before the Cape Cod Commission. On November 01, 1999, the Commission determined that the proposal,when related to the existing use, would not have increased impacts and therefore would not require review as a Development of Regional Impact. Relief Requested: In order for the applicant to accomplish the proposal as presented, relief is being requested in the form of: • Appeal 2000-43 -seeking a Conditional Use Special Permit in accordance with Section 3-3.6(3A)to permit the retail sales within the HB Highway Business District, and • Appeal 2000-24-seeking a number of Variances. Generally grouped variance relief is sought for the provisions of Bulk Regulations, Groundwater Protection Overlay District, Off Street Parking Regulations &Site Plan Review Standards. This decision pertains only to Appeal 2000-44 for the Variances, which more specifically are summarized as follows: Section 3-3.1(5) Bulk Regulations B Business District The B Distract requires a minimum of a 20-foot Front Yard Setback. No side or rear yard setbacks are required. Section 3-3.6(5) Bulk Regulations HB Highway Business • Front Yard Setback- Nightingale Lane required a 60 foot front yard setback. The applicant proposes a 21-foot setback. A Front Yard Setback variance of 39 feet on Nightingale Lane is needed. • Side Yard setback-A total side yard setback of 30 feet is required with no side of less than 10 feet. The side yard setback to the north side of the building is only 2'. A variance of 8 feet in needed. • Minimum Lot Width -The District requires a minimum Lot width of 160 feet. The location of the building with respect to Nightingale Lane has only 157' +/-. • Front Yard Landscape Setback-The HB District requires a 45 foot landscaped front yard: The plan proposes 10 feet along Route 132 and 21 feet is along Nightingale Lane. A variance of 35 feet along Route 132 and 24 feet along Nightingale Lane is needed. Section 3-5.2(6C) Groundwater Protection Overlay District- Lot Coverage No more than 50% of the lot may be made impervious by buildings and pavement. According to the plans presented 54%of the lot is being made impervious-4% more then allowed under the ordinance. Section 3-5.2(6D) Groundwater Protection Overlay District -Site Clearing A minimum of 30% of the upland shall remain in its natural state. A small area of the existing site has some mature trees that could be considered a natural state. These trees are all to be removed and no area will be preserved in a natural state. Section 4-2.6 Landscape Requirement for Parking Lots • Part(2A) -requires that the surfaced area of the parking lot be set back a minimum of 10 feet from the side and rear lot lines, by a landscaped buffer. The plan shows a landscape buffer that in instances is reduced to 2 feet-an 8-foot variance. • Part(2113) -requires a 10 foot landscaped perimeter buffer between the building and the surfaced area of a parking lot or drive. In areas, the perimeter buffer is reduced to 2 feet. A variance of 8 feet. • Part(3) - requires that one (1)tree per eight(8) parking spaces be located within interior landscaped islands. That would require 13 trees to be located within the parking islands. Only 4 trees have been proposed within the interior islands. A shortage of 9 trees. • Paragraph (6) -of Section 4-2.6 cites the need for the parking lot to comply with Section 4-2.6 as well as the front yard landscape setback of bulk regulations. This variance is reiterating those to Section 4-2.6 Landscape Requirements of Parking Lots and Section 3-3.6(5), Bulk Regulations HB Highway Business- Front Yard Landscape Setbacks. Section 4-2.7 Location of Parking Lot in Relationship to Building This section directs parking lots to be located to the rear of the building. Parking is being proposed within front of the building, as it would face Route 132. The design does not comply with this section of the ordinance. Section 4-7.6 Site Plan Review -Site Development Standards • Paragraph (6) -Vehicle Area Pavement Requirement-The applicant is proposing to use a porous block pavement rather then bituminous asphalt in certain parking areas. • Paragraph (7) -Parking Lot Dimensional Requirement as per Section 4-7.7 -The proposed parking lots do not conform to the dimensional requirements of Section 4-7.7. Both the diagonal parking and the perpendicular parking layouts are less then those required. 4-7.7 - Minimum Parking Lot Design Standards As cited above, the proposed parking lots do not conform to the requirements of Section 4-7.7. Procedural Summary: The appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 28, 2000. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened on May 24, 2000 continued to July 12, 2000, September 13, 2000 and to November 15, 2000. At the close of the hearing on November 15, 2000 the Board found to grant both the special permit and variances with conditions. Extensions of time were executed between the applicant and Board and signed copies are in the file. Hearing Summary: Board Members hearing and deciding this appeal were Tom DeRiemer, Dick Boy, Ralph Copeland, Dan Creedon and Chairman Ron Jansson. Attorney Meyer Singer represented the applicant. Hugh Becket and David Michniewicz of Coastal Engineering Co., Inc.were also present during the hearings. Both Appeals 2000-43 and 44 were heard together. 2 Findings of Fact: At the hearing of November 15, 2000, the Board unanimously found the following findings of fact as related to Appeal 2000-44: 1. Appeal 2000-44 is a request for a series of variances. They are generalized as variances from Bulk Regulations, Groundwater Protection, Off Street Parking Regulations &Site Plan Review Standards. The applicant is Sailfish Partners Limited Partnership. 2. The location is addressed 621 lyannough Road/Route 132 and also 31 Nightingale Lane, Hyannis, MA -Assessor's Map 311, Parcels 004 &089. 3. The locus consist of two parcels- Map 311, Parcels No. 004 &089-totaling approximately 1.76 acres in size fronting on Route 132 and Nightingale Lane. Parcel 089 is vacant and fronts on Nightingale Lane. Parcel 004 is currently occupied by the Angel Motel consisting of four motel buildings, one shed, one pool and related parking. The existing structures on site total 13,120 sq.ft. in area. The property is in a state of disrepair and is in need of substantial site rehabilitation. 4. The applicant proposes to replace all of the structures and improvements currently on the property and the pre-existing nonconforming motel use of the property with a 20,014 sq.ft., one story building having one tenant only and one retail use along with associated site parking (99 parking spaces), pedestrian access, landscaping, drainage and amenities that go with this type of development. 5. Nightingale Lane is a private road varying in pavement width from 12 to 22 feet. The designated right- of-way is 40 feet. The existing pavement is in very poor condition however; the applicant has proposed to improve the roadway to Barnstable subdivision standards. 6. The majority of the property is located in the Highway Business (HB)Zoning District. A triangular portion in the middle of the suite is located in the Business (B)Zoning District. The entire site is also located in the GP Groundwater Protection Overlay District. 7. The project has been before the Cape Cod Commission as a Development of Regional Impact. On November 01, 1999, the Commission determined that the project"will not have increased impacts on the resources protected by the Regional Policy Plan in relation to the existing use of the site... [and that]the proposed development will not require Cape Cod Commission Development of Regional Impact Review. 8. The project was also before the Town of Barnstable Site Plan Review Committee and was found approvable on February 10, 2000, subject to 5 conditions. It was again before the Committee on November 09, 2000, at the request of the Board for changes suggested by this Board. It was found approvable again and subject to Board of Health approval for on-site interim septic system 9. To accomplish the proposed plan as presented, the following relief was requested: In Appeal 2000-43, the applicant seeks a Conditional Use Special Permit in accordance with Section 3-3.6(3A)to permit the retail sales within the HB Highway Business District. In Appeal 2000-44, the applicant seeks a number of Variances also for the project. They are characterized as; Section 3-3.1(5) Bulk Regulations B Business District Section 3-3.6(5) Bulk Regulations HB Highway Business Section 3-5.2(6C) Groundwater Protection Overlay District- Lot Coverage Section 3-5.2(6D) Groundwater Protection Overlay District -Site Clearing Section 4-2.6 Landscape Requirement for Parking Lots Section 4-2.7 Location of Parking Lot in Relationship to Building Section 4-7.6 Site Plan Review-Site Development Standards Section 4-7.7 Minimum Parking Lot Design Standards 10. A literal application of the provisions of the Zoning Ordinance to the property, due to the property's shape and topography and due to the nature of the existing buildings on the site, involve substantial particular and financial hardship to the applicant. The Board of Appeals is authorized under such circumstances to grant a variance if it can be done without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. This proposal and conditions of the site are appropriate for the grant of relief. 3 11. The requested variances will not significantly impact the community from increased traffic. The proposed site redevelopment, even with the requested variances, will be an improvement over the existing protected conditions at the property. Neither the public good nor the purpose of the Zoning Ordinance will be adversely affected by granting the variances requested. 12. There are over 400 feet of motel building within 5 to 5.5 feet of the sidelines. There is 80 feet of building 10 feet from the rear line where 20 feet is required. The swimming pool area is on the property line. Though the proposed building will be too close to one side line, it will only be for about 57 feet of building length compared to the present 400 feet of building length too close to the sideline. The overall side yard requirement of 30 feet is being met where it is not currently being met. The rear yard will be 49 feet or 82 feet depending on which street it is opposite, but in either event well in excess of the 20 feet required and the 10 feet currently existing. 13. The site is presently in a rundown condition and is no longer desirable for a small motel because of the large parking lot and retail uses to the west, a welding equipment supplies and repair, and a compressed cylinder gas business to the south and a truck rental business to the east. It would be best for the community and neighborhood if the site were used for a retail business use. This cannot be accomplished economically within the constraints of the Zoning Ordinance unless relief is issued. 14. The unique conditions of shape and topography that exist establish the criteria for the grant of variance relief. A literal enforcement of the provisions of the Zoning Ordinance in this case would involve substantial hardship, including financial to the petitioner if it was not granted. 15. The relief being requested may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the relief being sought in Appeal Number 2000-44 subject to the following terms and conditions: 1. The retail use is limited to one business use only-for one entity only, occupying no more than 20,014 sq.ft. of building. There shall not be more than one business entity occupying the building. 2. The retail use site shall be limited to one retail business that will not generate more traffic than estimated by Land Use Code 812 -Specialty Retail - in the 6th Edition Trip Generation Institute of Transportation Engineers manual. 3. Two pedestrian crosswalks shall be installed (painted)on the intersection of the roadways as they converge at the building entrance along with a"STOP"sign at the intersection facing a north traveled lane. 4. The development of the site shall be as shown on a plan found approvable by Site Plan Review on November 08, 2000 and titled"Site Development Plan, Sailfish Partners, LP"and as drawn by Coastal Engineering Co. Inc., scaled V=20% drawn 6/9/99 last revised 11/09/2000, and shall be no more than one story. 5. `Right-Turn Only'signs shall be placed on Nightingale Lane at its intersections with Route 132 and Route 28. 6. The use, building and site shall comply with all applicable Building, Health and Fire regulations. 7. The interim on-site septic system shall be required to meet current Title V requirements and shall be approved by the Health Division. When town sewers becomes available along Route 28, the applicant, assignee or successor shall at their expense extend town sewers from Route 28 to the site along Nightingale Lane. 8. Construction of the sewer line and hook ups shall be in accordance with Department of Public Works standards and shall be approved by Public Works. Repairs to Nightingale Lane after the sewer installation shall also be the applicant's responsibility, and designed according to plans and in accordance with Department of Public Works Standards. 4 p 9. Sidewalk to be constructed along Route 132 directly abutting property line but in the Town layout in accordance with Town Engineering design and supervision. 10. Landscaping and Lighting Plan shall be submitted for review and final approval by Planning Division. No site lighting shall intrude upon any area beyond the area of the current property lines of the petitioner. 11. The use of porous block pavement is not permitted in handicapped parking area. the Planning Division 12. The exterior design of the building shall be submitted for review and approval b 9 9 . Y 9 and by its Historic Section of the Planning Division. 13. All conditions of Site Plan Review shall be adhered to. The vote was as follows: AYE: Tom DeRiemer, Dick Boy, Ralph Copeland, Dan Creedon and Chairman Ron Jansson. NAY: None Order: Variances requested in Appeal 2000-44 have been granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ron S. Jansson, Chairman Date Signed Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk i 5 i i? 1 1--24- 1 -------------------- :99K3 CAPE COD COMMISSION 3226 MAIN STREET iU J _. .. , P.O.BOX 226 r BARNSTABLE,MA 02630 (608)362.3828 FAX(608)362.3136 ry \^Ctjus� E-mail:trontdesk®capecodcommisslon.org I 1 I�x 'C tc: November 1, 1999 Da ;r Re: Development of Regional Impact Change of Use Determination rr. Cape Cod Commission Act, Section 23 V Applicant; Sailfish1l,imitedPartnership k Project: Change of Use Application . er For 621 lyannough Road Hyannis,MA 02601 Project Number: CU99022 fi 1' Lot/Plan: Lot 238,Plan 3 Q - z� DECISION OF THE CAPE COD COMMISSION ` SUMMARY ' ct` The Ca e Cod Commission (Commission)hereby determines that the Development of Regional p t known as 621 lyannough Road, qQ 4. Impact (DRI)Change of Use Determination for the profec and (2)thresholds under the criteria established under AV Hyannis,qualifies for Section 3(f)O a Section 4/(b)(1)and may proceed without Development of Regional Impact review. .. h The site is located on Route 132, north of Nightingale Lane and the Rt.28 Airport Rotary, t s '> U Hyannis. The applicant proposes to demolish six existing buildings,including a former motel and remove existing site amenities, and replace them with a single 20,014 square foot building to A= be used for the retail sale of arts,crafts, and floral supplies.. The proposed single story structure is approximately 7,000 square feet larger than the combined footprints of the existing buildings. 4 621Iyannough Road Development of Regional Impact Change of Use Determination 3 November 1,1999 ,( Page 1 e. az `° 'i w AR P ..y(,+;. II x G"d � �TRISDIGTLQIY air Lion 3 (1)&(2)of the Cape Cod Commission DRI Enabling Regulations sets forth Sec (fl thresholds governing Development of Regional Impact review of existing commercial,service, *r y private health, retail or wholesale buildings,office or industrial buildings,as well as an at propose a change of use,or demolition and replacement recreational or educational buildings th resulting in a change of use. Section 4(b)(2) authorizes the Cape Cod Commission Regulatory Committee to review proposed change of use projects under this threshold to determine if the overall impacts of the proposed Ffn H use are more or less detrimental than those of the immediate prior use. If the impacts of the less detrimental than the prior use,the committee may determine that proposed use is equal to or DRI review is not required. ' PROIECT�C'HRONQLO�Y_ ,' ' On June 22, 1999, application materials were received from Sailfish Limited Partnership, .,for a Change of Use Determination by the Regulatory represented by Mr.Meyer Singer,Esq Wf Committee. I' On July 29, 1999,.a public hearing was held at which the applicant represented by Meyer Singer �.. presented the proposed redevelopment project and related change of use application. Cape Cod = Commission(CCC) staff presented the Staff Report. The Regulatory Committee requested more ;i! traffic. information on the project,particularly related to r` 3t On August 9, 1999, a public hearing was held at which the applicant presented additional traffic '�f impact-related information. The Regulatory Committee requested a meeting between CCC staff and Town of Barnstable staff to determine the town's concerns related to the proposed project. h On October 7, 1999,the Regulatory Committee voted that the impacts of the proposed uses on the resources protected by the Regional Policy Plan are not more detrimental than those of the I, v, immediate prior uses and that the project therefore did not require Development of Regional Impact Review under the Change of Use Threshold. „ ,. 621 Iyannough Road ' Development of Regional Impact Change of Use De tennlnatlon } November 1,1999 y Page 2 V. a�; ^` Tea*�TTTFD F4RTHF..R � i 99:application materials from Atty.Meyer Singer representing Sailfish •Received June 22, 19 PP Application Fonn, 11' x 17" Partnership. Application materials included: Change of Use App • � Limited and 24"x36" site plans, and a traffic impact study. �. MeyerSinger in response to 711199 letter from Project Received July 7, 1999:Letter from Atty. g ner, Ken Kirkey requesting verification of the date of abandonment of motel facility on the ' Plan , project site. Received July 27, 1999:July 24, 1998 Letter from Mr.David Banner owner of the Budget ost Re a of use application. Inn,Route.I32,Hyannis supporting the Chang Received September 1, 1999: August 31, 1999 copy of from Mr.Thomas Mullen,Director of ed to P ns of town Ba rnstable DPW to Hugh Beckett regarding discussion e n T wn of Barnstable engineer ng and proposed project from an August 24, 1999 meeting between j { planning staff and CCC staff. t ` 1999 letter from Mr.Ralph Crossen, Building •Received September 2,1999: August 30, Proposed project Comma ssioner staring that Town of Barnstable staff can adequately review the and that CCC regulatory review was not necessary. Town Manager rah; •Received October 6, 1999: October 5, 19991ette uatelfron review ng he pr ject without CCC k,. stating that Town of Barnstable is capable of adeq review. x, the Commission's staff reports, Committee meeting relative thereto, The notice of the Regulatory �. Committee and all submissions received in the course Of and exhibits,minutes of the Regulatory reference. 5 the proceedings are incorporated into the record by applicant's representative, Atty. Meyer Singer On July 29, 1999,a public hearing was held, The a p lication. Cape Cod presented the proposed redevelopment project and related change o use app 3; (CCC)staff presented the Staff Report, The Regulatory Committee requested that Commission( P j Particularly related to traffic and the applicant provide additional information on the ro ect, 621 Iyannough Road Development of Regional Impact Change of Use Determination November 1;1999 Page 3 yS E FL 1 E;E��t p Gaoo 090TZ-1 directed staff to further review materials to be submitted by the applicant related to transportation + issues. On August 9, 1999, a public hearing was held. The Regulatory Committee requested a meeting between CCC staff and Town of Barnstable staff to determine the town's concerns related to the proposed project. On October 7, 1999 a continued hearing was held. Planner Ken Kirkey provided an overview of the Staff Report and stated that staff recommended that the project be reviewed as a DRI due to ;. significant traffic and community character issues, Attorney Myer Singer stated that the project �.., met the change of use criteria. Mr. Brock made a motion that based on the Town of Barnstable's indication that local review can adequately address issues associated with the project,the project qualifies for Section 3(f) W. thresholds and may proceed without DRI review. Ms.Bloomingdale seconded the motion.The vote was five in favor and three opposed(Mr.Broidrick,Mr.Deane and Ms.Taylor)tot e ' motion. � � �.iNDINGS The Commission's Regulatory Committee has considered the application Sailfish Limited w _ ` Partnership for a Change of Use Determination under Section 3(f)(1)and (2)of the DRI Enabling Regulations for the purpose of making a determination about whether the project requires DRI review. The Committee makes the following findings; , 1. The proposal includes demolishing the existing buildings and replacing them with a single 20,014 square foot building. The proposed single story structure is approximately 7,000 square feet larger than the combined footprints of the six existing buildings. 2. The existing abandoned buildings on the site are in poor condition. The project will a . k redevelop an existing commercial site in a major retail activity center. t' 3. The pre-Title V septic system currently existing on the site will be abandoned and the '. proposed building will be connected to the municipal sewer system,which would improve ,r groundwater quality. 4. The project will provide pedestrian and bicycle connections between the Property and the adjoining commercial property. 621Iyannough Road Development of Regional Impact Change of Use Deterinatlon m November 1,1999 Page 4 ��x t r d 5. The project will increase transportation impacts on the regional roadway network, Town of Barnstable officials have stated that the Town Planning&Engineering Departments can adequately address traffic-related impacts of the project, 6. Site layout,site design and other community character-related issues are relevant to this }} '00 i, ` project due to the size of the proposed building and highly visible site location, Town of Bamstable officials have stated the town's Site Plan Review process will adequately address Community Character-related aspects of the proposed project. �;y �,�NCLUSION Based on the above findings,the Regulatory Committee concludes that.the proposed use of the will not have increased impacts on the resources protected by the Regional Policy Plan H property P P • in relation to the existing uses on the site. Therefore,the proposed development will not require Cape Cod mmission Development of Regional,impact Review. IWO. .• . Date Robert D."Deane;Regulatory Committee Chairman x iA Commonwealth of Massachusetts ' Barnstable, ss. Subscribed and sworn to before me this Z day of 19-1 ,» ', n Au Name,Notary Public My commission expires: •t111111111 - MTW x1cpsm ,E'' °" - s 621 Iyannough Road Development of Regional Impact Change of Use Determination k November 1,1999 BA l; Pages REGVSTAR'EC OL/ I ATRi;E ;�yG�r BARNSTABLE REGISTRY OF DEEDS -. r Town of Barnstable • enxcvscea�, Department of Public Works Engineering Division 367 Main Street,Hyannis MA 02601 E , a __`�J ilk AThomas J. Mullen, Director Office: 508-862-4088 Robert A. Burgmann, P.E. Fax: 508-862-4711 NOVNOv — 9 20�1 ; £ Town Engineer L i BARNSTABLE To: Ron S. Jansson, Chairmain, Zoning Board Of Appeals From: Robert A. Burgmann,P.E., Town Engineer CC: Thomas J. Mullen, Director, D.P.W. Re: SPR 100-99, Sailfish Partners, 621 Iyannough Road, Hyannis Date: November 7, 2000 The Engineering Division has reviewed the latest plan(dated 10/23/00) for the above referenced project. We have noted that the plan has been revised per the request of your board to now contain two-way access directly from the parking area to Iyannough Road/Route 132..This is a change from the traffic pattern that was originally approved by Site Plan Review. The originally approved plan established an entrance from Iyannough Road and two-way connection to Nightingale Lane. This traffic pattern minimizes left turns on Iyannough Road except at existing intersections. Traffic exiting to Nightingale Lane could then go to either Iyannough Road/Route 132 or to Falmouth Road/Route 28. The Cape Cod 2000 Regional Transportation Plan lists one access management strategy as ".access to new development from existing secondary roads not principal roadways." While the Site Plan approved plan did not totally preclude access from Iyannough Road/Route 132, it reduced it by moving all exiting traffic to Nightingale Lane,the secondary road. The configuration of the driveway that was approved would indicate that your intention is to preclude left turns into and out of the site. Unfortunately,we have found that the entrance island configuration shown will not keep people from turning left. This has been proven time and again at the Christmas Tree Shop with everything from cars to tour buses. In fact, it tends to create an increased safety hazard because some drivers will assume that left turns will not be made and will not be driving as defensively as if they were preparing to deal with them. K s; �I The only way to ensure that left turns into and out of a site will not be made is to construct a raised median down the center of the road that separates and isolates the two directions of traffic flow. In the case of Iyannough Road/Route 132,the extension of the existing median is in keeping with the plans for the road that is contained in the Local Comprehensive Plan which has been endorsed by the Town Council. Because Iyannough Road/Route 132 is a Town road, a road-opening permit for the site driveway must be obtained from the Engineering Division. I will have a problem issuing a permit for a driveway that I feel could be unsafe when I am aware that there are two other solutions that could make access to the site safer. I urge your board to reconsider the driveway configuration that you have approved for this site. I think that there is.a safer solution that can be applied. e� — tl KRs�"X LAW OFFICE OF MR R. SINGER ' . OCT 2 0 YE i 26 UPPER COUNTY ROAD,P O BOX 67 ' DENNISPORT, MASSACHUSETTS 02639 TOM v OF R STAKE F, MYER R. SINGER � ' �{-' L: (508)398-2221 ANDREW L. SINGER FAX: (508)398-1568 October 19, 2000 Town of Barnstable Board of Appeals 367 Main Street Hyannis, MA 02601 Re: Sailfish Partners Limited Partnership Special Permits and Variance Appeals Nos. 2000-43 and 2000-44 Dear Board Members: At the last hearing a question was raised regarding a statement in the Applicant's proposal that"vehicular traffic safety will be significantly improved. . . .". The Applicant believes that statement is true due to the elimination of the need for cross traffic turns and because pedestrian travel between commercial.sites on Route 132-will be improved by the addition of a public sidewalk along Route 132: As a result of the Applicants specific inclusion of the 12,000 square foot parcel fronting on Nightingale Lane, their agreement to pave that roadway with a full upgrade to Barnstable town standards, and the proposed right turn only exit from the property onto Route 132, the proposal will allow for the logical and safe dispersal of all expected incoming and exiting traffic to both. Route 28 and Route 132. Also the amount of the expected traffic is objectively not very large (73 trips, combined in and out, spread over an hour during the peak weekday hour) even though it represents a multiple of the traffic generated by the existing development or for that matter no development at all. The traffic consultants conclusions are based on the following: the objectively small amount of traffic from the site does not have a significant impact on the pubic roadways; the combination of the roadway/access improvements and the small amount of new traffic generated results in no diminishment in service as defined by professional standards. The planned improvements allow customers choosing to enter or egress the proposed development multiple choices without having to cross against opposing traffic. This ability to use the improved proposed access minimizes the risk to.all. Town of Barnstable Board of Appeals October 19, 2000 Page -2- Re: Sailfish Partners Limited Partnership Special Permits and Variance Appeals Nos. 2000-43 and 2000-44 It is not reasonable to compare the traffic for a developed site to that of an undeveloped site unless kL is anticipated that no development will ever take place. These two sites will be developed. The proposed retail development being presented is consistent with the Barnstable Local Comprehensive Plan and its size is an economic necessity required to pay for public improvements offered. The proposal represents a vastly superior alternative to other more intensive possible uses that can be developed and that would generate a higher multiple of traffic than what is now anticipated. Sailfish Partners respectfully request that the Board of Appeals accept the conclusions of Robert Weant, that the traffic will not have a detrimental effect on this road environment, a conclusion that has been accepted as valid by all third party professionals who have reviewed it. Sailfish Partners remains committed to resolve any remaining outstanding issues and to creating the best development allowed by the physical and economic constraints with which they must work. Very truly yours, r R. Sing r MRS/g FADOMWORKMOULTR.SLP - SPR Agendal0/26/2000 Site Plan Review Meeting Will Be Held Oct.26,2000 9:00 A M 2nd Floor Hearing Room A STAFF MEETING WILL BE HELD FROM 8:30-9:00 A.M. AGENDA 9:00 AM SPR 154-00 Joshua School,52 South Street,Hyannis R327-142 Proposal: Applicant seeks approval to establish a school for language-learning disabled children. The school proposes to accommodate 6 students. The building will be subject to interior renovations and some exterior alterations in order to be ADA compliant. SPR 156-99 Sailfish Partners,Iyannough &Nightingale Rds,Hyannis Formerly Angle Motel R311-004 & R311-089 Proposal: Applicant proposes the demolition of the existing buildings and redevelopment of site. The applicant seeks to construct a single 20,014 SF retail facility. The original plan was approved on 2/10/00 (SPR 100-99) and referred to the ZBA. This revision is the result of the ZBA hearing. SPR 155-00 Cotuit Center for the Arts,4404 Falmouth Rd,Cotuit Proposal: Applicant seeks to convert an existing dwelling for use as an art gallery, associated office space and classrooms. q/building/wpfiles/siteplan/site2000sa0011/02 I / J ir/v// �� p v/ /J/G// / I/1 ��//r �//r/9� /i //�/ /4f r/r/ii rr //�`//• � /i/r/r /rj • fr// r J / rr //r/.,/r r% / r rJ /r/. i _ice 1•/• 1• 1 / 1 1 1 /„r r /i a. r i., u r r/ r / /r r !,/r /J%� l/ ////! //�//ir//�i,• /�%� �//l,//rn/ / r,, ri" ///r �l r-,�//f/d ib f/� J�/�/iJ( o�/ �/Y/// /�/, �: / r .//%lj///1/// /•.//,J�, 1 1 1 1 701 Address: �90 Permit#: Date: O?M/P: a LARGE ROLLED PLANS ARE IN . BOX FOR ARCHIVING. . Ad A�v - Dater • u� 4 2 NEWBURY DESIGN ASSUCIATES SITE OBSERVATION REPORT DISTRIBUTION LIST PROJECT: Bed, Battey& B' d 1 10 Shell Building -�---t 621'tyanough'Road (Route_132) Pcoject-NorU1149 Architect: Newbury Design Associates, Inc. J.Onorato,AIA File Owner: Bed Bath& Beyond 650 Ube;ty Avenue Union, NJ 07083 J. Purcell S. Cantor,AIA Buildfng'Department:� n002OO of Barnstable Building.Dept ain;Street _ Hyannis, MA 02601_ T. Perry General Contractor: RAS Builders 100 Ledgewood Place, Suite 304 Rockland, MA 02370 J.Sunderland S.Armstrong Civil Engineer: Coastal Engineering Co., Inc. 260 Cranberry Highway/Route 6A Orleans, MA 02653 D. Michniewicz, P.E. Structural Engineer: Amolins Structural Consultants 1200 Providence Highway Sharon, MA 02067 P.Amolins, P.E. Mechanical Engineer: Griffith&Vary, Inc. 12 Kendrick Road Wareham, MA 02571 J.Ziobro,C.I.P.E. Electrical Engineer: Engineering Advantage, Inc. 2 Park Street Dorchester, MA 02122 L. Farrer, P.E. 29 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F A R NEWBURY DESIGN ASSOCIATES SITE OBSERVATION REPORT PROJECT: Bed Bath & Beyond (Shell Building) Hyannis, MA FIELD REPORT NO:03 ARCHITECT: Newbury Design Associates, Inc. NDA PROJECT NO. 01149 DATE: 03/26/02 TIME: 8:30 am WEATHER: Cloudy TEMP RANGE: 40-450 PRESENT AT SITE: J. Sunderland/RAS S. Armstrong/RAS J. Onorato/Newbury Design Associates WORK IN PROGRESS/OBSERVATIONS: 3.01 Structural steel erection continuing,and in progress. Erection approximately 95% complete. Deck installation has not yet commenced due to recent windy conditions. -Bridging and structural lintel installation,in progress. Temporary bracing cables in place. 3.02 Structural steel installed to date has received one inspection. Some fabrication issues have been identified and need to be addressed by the fabricator. Report and resolutions to be submitted to the structural engineer for comment. 3.03 Steel column bases and base plates have received asphalt coating as specified. It was determined that the 15#felt bond breaker at the column bases could be eliminated. 3.04 Superintendent reports that all under-slab utilities have been installed, inspected and accepted. 3.05 The compactor pad has been placed. Dock leveler pit scheduled to be placed this date. 3.06 The under-slab base material has been installed and compacted. Testing has been conducted by Coastal Engineering. Report to be submitted. 3.67 The floor slab is scheduled for placement on Monday,April 1. 3.08 Masonry block delivery in progress. Installation scheduled to commence on Thursday, March 28. 3.09 The three hour masonry exterior wall construction along "B"and "l" lines was discussed. It was initially assumed that three hour rated block would be used at these locations, however, the reduced cell dimension of the three hour block would make the vertical reinforcing and grouting extremely difficult. After thorough investigation, it was determined that the combination of two hour rated block, along with the 4" brick veneer, would achieve the required three hour fire rating. 3.10 A pre-roofing conference was held. All issues appear to be resolved, or will be resubmitted per the initial submittal review comments. The one exception is.that of full time inspection during the roof installation as required by specification section 01417. This issue will be discussed between the Contractor and Owner. 3.11 Superintendent reports that site utilities have been installed. Balance of site work to commence next week. Binder paving is scheduled for mid-April. 3.12 The monument sign detail has been revised as required per the sign approval by the authorities. (See attachment). 3.13 The next site visit is scheduled for April 9, 2002. l 19 NEWBURY DESIGN ASSOCIATES ACTION REQUIRED/ITEMS TO VERIFY: None this report. ACTION ITEMS OUTSTANDING: 1.10 Contractor to coordinate transfer of builder's license on both building permits with the building department. 2.10 All inspection reports conducted to date to be submitted to the Architect and the building dept. ATTACHMENTS: 1. Revised monument sign details and site location plan sketch. REPORT BY: , � DATE: 03/28/02 Jose h R. Onorato AIA CA qu O 1t /� O a z .DCIm00n omo� ZNZ lac 7K nc nV Q cm , _—'Y z �=frl Cl m N NE z In') G- M mDZ O m n m N Nm m m < - 0 z pi Z o p Z 5'-4" 10'-0" Pao,1Ecr A N D A BED BATH& ` G mLE REVISED SIGN ELEVATIONS_____________ ASK' NEWBURY RESIGN ASSREIA7ES 621 IYANOUGH ROAD(ROUTE 132) 29�+�+sir NONE MARCH 22 2002 SCALE: DATE _ 01149 '"E "8I 76 HYANNIS, MASSACHUSETTS �eu7l.e7BOr 7E11T.e/DtF Jz--x1 0 -1 mz� v 7moOc a N m 1 70 r O r �Z v D -x = > = m--Z- gym— >m>p - _ 1n�U) 06M mN �a-'N-Z m�d'= m>"o �r (� - r-Z 1jI cm m0 r ii O-ppin7o Nmr -O „ cm -•i o m,=D>(p 0 DN c �n -iQ)no m U)Nmrm-:` : 2, -I 779Q0 m z9 aZ /2"Zm m mN -i7q oo7 �X �ZQ� nZ nNOmp o �< o ,rn�z cnD fan om n =o- o N V� v cm v p = �m� n V� �m n 79am Z r-- 9 m 70 � ---- -- z C) I I o i m _ ....... ....... • r• :. ;J. N I M 0 II I i > N n � S a7!QI -, 2 N S I�'-1 X a)c\n m Z O N 0 0- N Z U), OIL �(= 7 -n , o IN N17a rn a m I�IN -+ pm N o z Q Zlm0 bl m 0 m Z � �X (n j Z la x 1� � 7Z ; - I�I-V a o- �!mr -C p m r Nr- ^ N s� z o� I C I< < rn m a� !<I C) 03 �1) o I m o Im a m Z m lii 'v r. z I < Im!op I�!m o-ov 0 N of .O Z z I� Z� 79 ! o v Iw.l� o o ! to m t o a', c c z z z ! =10 I = MAX. I I ' t N D A PROJECT REVISED SIGN DETAILS K'2 TITLE _ ' BEDBATH& � _ -- - - - - - " BEWBUBY DESIGN nssuclnres 621 IYANOUGH ROAD(ROUTE 132) 29 VNAWlNaTON STPR r SCALE NONE DATE MARCH 22,2002 CAM,""aMl HYANNIS, MASSACHUSETTS 01149 �7912J7.Q790 T 7912J7.8M FT 701237.8M F 03/22/02 FRI 14:23IFAY 508 255 6700 Coastal Engineering U 002 tAANI It �;r 4 DROP TOP OF CURB SAL , AT SIDEWALK (TYR) JRB YAW �� ! 'won" � a � Q 1 j 1 e A, 00 03/2,�702 ,.FRI 14:23 FAX 508 255 6700 bCoastal:Engineering Q001 t , n n t < t COASTAL ENGINEERING CO.,INC. �. 260 Cranberry highway,Route 6A Orleans,MA 02653 Fax Transmittal. Phone: 508-255-6511/FAX: 508-255-6700 Date: March 22,2002 - Job#: C14845.00 p To:, Joseph R.Onorato,AIA Newbury Design Associates Fax: 781-237-8791 , From: David J.Michniewicz ; #of Pages(including Cover) 2 • Subject: Pylon Sign Location .y Sailfish Partners/Bed Bath &Beyond 621 Route 132,Hyannis,MA Message: The sketch sent herewith shows the sign location as shown on the Site Development Plan dated 11/09/00 and approved by the Zoning Board of Appeals. As the sketch shows, the sign was approved at 4 feet from the layout of Iyannough Road,and 14 feet from the westerly lot line. - Please call me if you have any questions. s . a P P AMOLINS STRUCTURAL CONSULTANTS, INC, Jpe 1200 Providence Highway SHEET NO. Sharon, Massachusetts 02067 (781) 793-9933 CAICMATED BY—`+ on•rz r 2 24 CHECKED SY DATE SCALE sp qlkxc�MNs I ¢ _ - I � L1'��c�..car;tG c��► �Iv � J, I► � Z ` z . . wr Utz, WAtTQ P—L A f o'� o pwo=xr MOM Page 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 9 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 Client: RAS Builders Date: 04/03/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Cloudy,50 IT Present At Site: Steve Armstrong,RAS Builders Work in Progress/Observations: 9.1 We arrived on site for the scheduled placement of grout at the perimeter CTMU walls at line E, 1-3; 1-1.2, BA-E;B, 1-3.4(first lift). The grout was pumped into the cells in the wall and consolidation was provided by shaking the rebars. The correct size and spacing of the rebars was observed. At one location where the vertical control joint is 4" off the column at line 3-E,the vertical bars were installed in the closest cell to the column in which the block was not cut as directed by the architect. 9.2 We checked the metal roof deck in regards to puddle welds and side lap screws(only where they were completed). (See items to fix.) 9.3 After conferring with Peter Amolins,the Structural Engineer of record,the continuous angle across the top of the steel joists as noted in Section 1/S5.1 was eliminated. 9.5 No deficiencies were noted with the column anchor bolts. Action Required/Items to Verify: 7.3 Joist at line D-1 --existing weld is at toe of seat--add two more inches of weld at heal of seat. Column cap is not wide enough. 7.4 Joists at line 4-E--remove existing welds between joist seat and column cap,clamp down joist seats on column cap and reweld. 7.5 The first of two conditions on attached sketch appear at joist seats at lines B.5-1.3;C-1.2;C.15-1; B.2-2;B.3-2;B.4-2;C.15-2;C.25-2;C.4-2;C.6-2;D-2;C-3;C.25-3;C3-3;C.4-3;C.6-3;D.7-3; D.8-3;E-4. Existing gap noted is 1/16"to 1/4". 7.6 The second of two conditions appears at lines C3-1;C3-2;C.8-2;C.4-3;C.8-3;D.8-4. 7.7 Joist not welded as yet--lines B.4-1.4;C.8-2 7.8 Remaining areas not accessible or not completed yet. Items 5 and 6 to be reviewed by manufacturer, Canam. 9.4 Replace failed puddle welds on roof deck as marked on metal deck via green paint. Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY j . Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree,MA 02184 Phone (78.1) 843-2863 • Fax (781) 849-2065 r NEWBURY DESIGN ASSOEIATES SITE OBSERVATION REPORT DISTRIBUTION LIST Al PROJECT: CBed,Bath-&-Beyond f Shell Building �-621 Iyanough Road'(Route 132) Project-No._01149 1 Architect: Newbury Design Associates, Inc. J. Onorato,AIA File Owner: Bed Bath&Beyond 650 Liberty Avenue Union, NJ 07083 J. Purcell S. Cantor,AIA Building Department: Town of Barnstable Building Dept. 200 Main Street Hyannis, MA 02601" T. Perry_.,� iGeneral Contractor•`.i4_' ,RAS'Builders tuiS �: 1v00 Ledgewood Place,Suite 304 Rockland;;MA..02370v s,v aa.J. Sunderla.nd S:•.Armstrong Civil Engineer: Coastal Engineering Co., Inc. 260 Cranberry Highway/Route 6A Orleans, MA 02653 D. Michniewicz, P.E. Structural Engineer: Amolins Structural Consultants 1200 Providence Highway Sharon, MA 02067 P'.Amolins, P.E.,. Mechanical Engineer: Griffith&Vary, Inc. 12 Kendrick Road'= Wareham;-MA:02571uq Electrical Engineer: E ggineering Advantage, Inc. 2`Park Street Dorchester; MA '02122 L. Farrer, P.E. 29 WASH INGTON_.STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F I Oe 9922 AMOLINS STRUCTURAL CONSU 444 NEWBURY DESIGN 0 002 Q3/2002 SAT 09:39 FAX 7614!b3 AMOLINS STRUCTURAL CONSULTANTS ,SITE VISIT REPORT 1200 Providence Highway, Sharon, MA 02067 Telephone 781-793-9933 Fax 781-793-9922 PROJECT: BED, BATH & BEYOND FIELD REPORT NO, 002 ARCHITECT: NEWBURY DESIGN ASSOCIATES ASC PROJECT# 21092 DATE: 04-12-2002 TIME: 2:00 PM WEATHER: Sunny--60'S STRUCTURAL WORK Masonry IN PROGRESS: PRESENT AT SITE: PETER AMOLINS, STEVE ARMSTRONG OBSERVATIONS 1. The footing and the foundation walls are complete. It appears that the work conforms to the Contract Documents. 2. The structural steel and metal roof deck are complete and appeared to conform to the Contract Documents. 3. The base plate under the sloping diagonal of the canopy roof, at the South East corner has not been installed per the shop drawings. I agreed with Steve that a % inch thick stiffener plate must be welded to the web of the beam below and to the underside of the plate. 4. Approximately 60% of the concrete block work is complete and appears to conform to the Contract Documents. REPORT BY: PETER AMOLINS, P.E. COPIES TO: Joe Onorato (Newbury Design Associates) IMMMTORMSMC-SkoUcpRoport-BB&R2.d- v e„ '' Page I of 1 STRUCTURAL TEST AND INSPECTIONS.REPORT FIELD REPORT NO: 7 Project: Bed [lath & Beyond- Contractor: RAS Builders Route 132 160 Ledgewood Place,Suite 304 Hyannis, MA Rockland,MA 02370 Client: RAS Builders Date: 100 Ledgewood Place,Suite 304 Rockland, MA 02370 Temperature/Weather: Sunny,40 F Present At Site: Steve Armstrong, RAS Builders Foreman, Maverick Steel Erectors Work in Progress / Observations: 7.1 Checked welding of steel joist at roof lines 1, 1.4,2,3,4. (See items to fix or review.) 7.2 Checked joist girder welds at C-2,3-C, E-4, D-3,2-D--accepted. Action Required /Items to Verify: 7.3 Joist at line D-1 --existing weld is at toe of seat--add two more inches of weld at heal of seat. Column cap is not wide enough. 7.4 Joists at line 4-E--remove existing welds between joist seat and column cap,clamp down joist seats on column cap and reweld. 7.5 The first of two conditions on attached sketch appear at joist seats at lines B.5-1.3;C-1.2;C.15-1; } B.2-2; B.3-2; B.4-2;C.15-2;C.25-2; C,4-2;C.6-2;D-2;C-3; C.25-3;C.3-3; C.4-3;C.6-3; D.7-3; D.8-3;E-4. Existing gap noted is 1/16"to 1/4". 7.6 The second of two conditions appears at lines C.3-1;C.3-2;C.8-2; C.4-3;C.8-3; D.8-4. 7.7 Joist not welded as yet-- lines 13.4-1.4,C.8-2 7.8 Remaining,areas not accessible or not completed yet. Items 5 and 6 to be reviewed by manufacturer, Canam. Blair Budka Jack Wood, P.E. FIELD REPRESENTATIVE ' REVIEWED BY Vedas + Veitas Engineers, Inc. • 639 Granite Street Braintree, MA 02184 Phone (781) 843-2863 • Fax (78.1) 849-2065 Y'F. 'ci ' O-IAZ Sqy �l1�i /yIU2 art Domenic W. DeAngelo P.E. 5 Michael Road East Bridgewater, MA 02333 (508) 378-9602 (P) (508) 378-2922 (F) Inspection Report Date ov _Present: ` OWOOG T&kbk4 Location: CUfup �. Jn rrrwr/tS �tJG. ra4►5 Remarks: 4:OQ QM Suo 4 fo LuW IlJ b NMYSS (44 s ._ Kluuy I.146 K.-- m 0 Ai'u-LACmajis WQJW P'�H OF Mgss De;4 - ANGELO - o 1.. STRUCTUHA :. Al61.0 ��• C�My��ibcJb � YA Allwe WPM_ Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 11 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 Client: RAS Builders Date: 04/12/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny,70 F Present At Site: Steve Armstrong Foreman,Masonry Contractor Work in Progress /Observations: 11.1 We arrived on site to inspect the grouting operation of the CMU walls at line B, 1-3,4 final lift;B,3.4-4.5 first lift. The grout at the sections noted was pumped into the wall and consolidation was provided by shaking the steel. The correct size and spacing of the bars was observed with the correct splice length. 11.2 We also checked the exposed reinforcing steel where the CMU wall is partially complete. See items to complete. 11.3 We also checked the T.C.bolting at the steel beams. See items to correct. 11.4 Items 7.4 and 9.4 have been corrected. Action Required/Items to Verify: - 7.3 Joist at line D-1 --existing weld is at toe of seat--add two more inches of weld at heal of seat. Column cap is not wide enough. 1.4- Joists-at line 4-E--remove existing welds between joist seat and column cap,clamp down joist seats on column cap and reweld. 7.5 The first of two conditions on attached sketch appear at joist seats at lines 13.5-1.3;C-1.2;C.15-1; 13.2-2;13.3-2;13.4-2;C.15-2;C.25-2;C.4-2;C.6-2;D-2;C-3;C.25-3;C.3-3;C.4-3;C.6-3;D.7-3; D.8-3;E-4. Existing gap noted is 1/16"to 1/411. 7.6 The second of two conditions appears at lines C.3-1;C.3-2;C.8-2;C.4-3;C.8-3;D.8-4. 7.7 Joist not welded as yet--lines 13.4-1.4;C.8-2 7.8 Remaining areas not accessible or not completed yet. Items 5 and 6 to be reviewed by manufacturer, Canam. 9.4 Replace failed puddle welds on roof deck as marked on metal deck via green paint. 11.5 Add missing weld to joist girder at 3-13. 11.6 Add full length weld to beam W27 x 94 at line C.2-1 to replace missing bolts. 11.7 Add missing welds at hangers for relieving angle along 1,13.3 -C.2. 11.8 Add three vertical reinforcing rods at each typical corner of the CMU wall. 11.9 Add missing bolt at B-5 W 14-22 bearing connection Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE ' REVIEWED BY ... Veitas+ Veitas Engineers,Inc. • 639 Granite Street - Braintree,MA 02184 Phone (781) 843-2863 - Fax (781) 849-2065 Page 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 12 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA Rockland,MA 02370 Client: RAS Builders Date: 04/16/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny,65 F Present At Site: Steve Armstrong,RAS Builders Foreman,Marmelo Masonry Construction Work in Progress/Observations: 12.1 The grouting operation of the CMU walls was inspected at lines B, 1-4.5 last lift(13,1-3 just bond beam at roof);line F,4-4.5 second lift. 12.2 The correct spacing and size of reinforcing was observed to be in place. Consolidation was provided by shaking the steel. The loose fill insulation was blown into the ungrouted cells after the vertical cells were grouted and before the bond beam was grouted. We objected to the fact that the insulation was getting mixed in with the grout when placing grout in the bond beam. Insulation is lighter than the grout and rises into the bond beam when grout is placed over ungrouted cells. This was corrected by holding the insulation down two blocks from the top of bond beam instead of one block. We found this acceptable. Action Required/Items to Verify: 7.3 Joist at line D-,1 --existing weld is at toe of seat--add two more inches of weld at heal of seat. Column cap is not wide enough. 7.5 ThArst of two conditions on attached sketch appear at joist seats at lines B.5-1.3;C-1.2;C.15-1; B.2-2;B.3-2;B.4-2;C.15-2;C.25-2;C.4-2;C.6-2;D-2;C-3;C.25-3;C.3-3;C.4-3;C.6-3;D.7-3; D.8-3;E-4. Existing gap noted is 1/16"to 1/411 . 7.6 The second of two conditions appears at lines C.3-1;C.3-2;C.8-2;C.4-3;C.8-3;D.8-4. 7.7 Joist not welded as yet--lines B.4-1.4;C.8-2 7.8 Remaining areas not accessible or not completed yet. Items 5 and 6 to be reviewed by manufacturer, Canam. 9.4 Replace failed puddle welds on roof deck as marked on metal deck via green paint. 11.5 Add missing weld to joist girder at 3-B. 11.6 Add full length weld to beam W27 x 94 at line C.2-1 to replace missing bolts. 11.7 Add missing welds at hangers for relieving angle along 1,B.3 -C.2. 11.8 Add three vertical reinforcing rods at each typical corner of the CMU wall. 11.9 Add missing bolt at B-5 W 14-22 bearing connection 12.3 Finish T.C.bolting at line 5-13,E-3.2. t Blair Budka .Y. Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas+ Veitas Engineers, c. • 639 Granite Street Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 V W & Page I of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 10 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 04/08/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,50 F Present At Site: Doug MacLeod,MacLeod Brothers,Inc. Work in Progress/Observations: 10.1 The wire mesh and reinforcing bars for the slab on grade at the upper level were inspected. We reviewed the items which still remained to be completed prior to placing concrete. Contractor stated these items will be completed. (See list.) Action Required/Items to Verify: 6.3 Several areas of the existing wall exhibit honeycombing. The superintendent stated this will be corrected by barging the wall. 10.2 Add remaining balance at#4 bars each way at vault slab on grade(8"O.C.)..(Replaces#5 bars at 12"O.C.) 10.3 Add remaining transition bent bars at vault slab. 10.4 Add remaining sections of wire mesh. 10.5 Box out for column at center of slab. — - Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE. REVIEWED BY Veitas+ Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax(781) 849-2065 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map— ,�f/ Parcel Permit# ff Health Division ` Date Issued Conservation,Division /,/L� Fee Tax Collector �p J Cx VO/ (C; Treasurer C.c� .c-ti'' wgjv6 ( Planning Dept. t Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street"Address Village + Owner Address 8 �' Telephone Permit Request D Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new2:10 01 ' Valuation Lp3SDO Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size 42!gM I& &Zg Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout . ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) dumber of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ;Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage: 0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial Yes ❑No If yes, site plan review# %w -Current Use "' Proposed Use ILDER INFORMATION. / Name �^ . / Telephone Number ®� 3 (� Address �O J C !�► C P/L l\ License# CS 00 7 pars 1 5S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE e !' hAl ct" d/1 DATEV 61.2e; AP/ ArckedSe�- . - FOR OFFICIAL USE ONLY PERMIT NO. ` 4 AF/ r DATE ISSUED s MAP/PARCEL NO. ADDRESS, »' VILLAGE' " OWNER DATE OF INSPECTION FOUNDATION r' FRAME INSULATION FIREPLACE. ..• 1 ; ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATIONPLAN NO. r� ,4 %i I t ' TOWN OF BARNSTABLE .TEMPORARY SIGN PERMIT PARCEL ID 311 004 GEOBASE ID 22999 ADDRESS 621 IYANNOUGH ROAD/ROUTE PHONE HYANNIS f ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT . 51150 DESCRIPTION TEMP. SIGN FOR ADVERTISEMENT PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: ARCHITECTS: Department of Health, Safety TOTAL FEES: $25.00 and Environmental Services BOND $.00 SINE CONSTRUCTION COSTS $.00 153 MISC. NOT CODED ELSEWHERE 1 PRIVATE P 'EFc + L►AN3TABLE. # MA$3. 1639. . BU LDI DATE ISSUED O1/18/2001 EXPIRATION DATE B 01/02/1995 05:49 91002eG24926 PAGE 01 Town of Barnstable Regulator Services Thomas F.Geiler,Director Building Division '�! m Ratpb Orossen,Building Commissioner 367 Main Street, Hyannis,MA o26o1 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector , Treasurer Application for Sign Permit Applir,ant: ,�4 �iE !� S / .�C Assessor,No. L:W_ Doing business As: s/ 7 `D %/e'�c. %It Telephone No.S0<T -f_C"y/ Sign Location ` / StreettRoad• �Ot2/ ' ff' rl ®.v h �f� �'t.� /j�, s�ri • ,S ig Zoning District o Old Dings Highway? Ye o yapnis ff isto..ri.c Distt ct? 11-9 o Property Owner Name. /U C_k F T% Telephone: Address• 9 {%aoq� <Q__ - -' Village: Sign Contractor ?Name:_ e � J Si �,,, � ,�� � Telephone: -J::vU L;�-O-y/ Address v Si vh,?' Village: 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? Yes/? -' (Note: ff 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 Bamstable Zoning Ordinance. Signature of Ov nertAuthortzed Agen e e Date, �/ D Size: J/x Perini#Fee;_ Sign Permit was approved: Disapproved: Signature of Building Oft Date,�� reuR/3!/4& r , JAi1\!. 3, 2001 11 :48AM ATLAN T IUMA N FAX N�° 4t1 P, 2 ATLANTIC Pasted Properties January 8, 2001 Atlantic Retail Properties hereby authorizes Advanced Signing to act as an Agent for the sign installation for the property addressed as 621 ryanough Road,Hyannis MA,: Below please find the property owner infbimation. CDv��er: Hugh Beckett Sailfish Partners, Lk' 58 May Avenue Needham,YEA 02494 781-44.4-8447 Signed: avi ngen Broke;. Atlantic Retail Properties Signed: , Lou Lu Advanced Signing (Acting Agent) cc: Lou Luccio,Advanced.Sigaing Hugh Beckett, Owmer 11 PAY AV5MWE • 6URLINGTON - AAa • 01 803 PHGi9E 787. 221_ 9910 - p:°x 751. 221. 9911 a 0 0 �-L D o � LE ATLANTRC Rota3 0 0 From the desk of Thomas Valeri ©ADVANCED 2000 Signing Division Manager/Designer ALL RIGHTS RESERVED REAL ESTATE Direct Line 508.533.5017 Association Job: File: DIVISION Fax 508.533.3601 Hyfty fwww.a '�� � Scale• Da ' , ' I I I SIGN COUNCIL /1 / AVARLABLE ATLANT�C 3 0 , Reta�� Ili(apc5TtR0(5S o a a From the desk of: ` Thomas Valeri 0 ©ADVANCED 2000 Division Manager/Designer ' ALL RIGHTS RESERVED Signing �""�'•""' S•1•G•N REAL ESTATE Direct Line 508.533.5017 Ao.00iatioe Job: File: DIVISION Fax 508.533.3601 '� — Scale• Da ' � • UNITED STATE =1M 11a,101 SIGN COUNCIL // �X y /�RFE Sim-„ ,viny Sig„ i %4 �� !J'! D O /�/f/cv O o •a h o2'� x LN f/e l* ,n E i9 7T IP- Jl f 'U T O I E 1 I � I � I L I 1 4 � 1 1 � I M I � ' I I � I I f f i t I I 16 L sZ 'U 7--O � I I � I t I � I t , • II i I j � I f I 1 IBUILD TO SUIT OPPORTUNITY N Hyannis, Massachusetts PROJECT INFORMATION Access Road to Gross Building SF: 20,014 Route Lot Size SF: 77,400 28 ADT: 29,000 cars Parking: 99 Spaces Route Area Retailers: Christmas Tree Shops, Cape Cod 132 Mall, Sears, Filene's Available &Macy's 20,014 SF TRADE AREA I40 G A/,oil -'" am.nwnicermocr `' Radius Population* Med. HH Inc.* N 3 mile 24,841 $31,256 t 5 mile 44,874 $31,982 10 mile 100,244 $34,878 tseal boa 1rAJ i.. \ .rr rawi mean au°�In*.I�—�'� Y ij 7 w ov ' limJ aw lmo aw o .r \ .ea _ Moan i *1997 estimate ATLANTIC r T' IC FOR MORE INFORMATION CONTACT: Brian McDonald 781.472.3631 or Dave Nugent 781.472.3614 Retail Properties l lIJS The nonagon above has been obtained from sources believed reliable.While we do not dowel Its accuracy,we have nol vedfied It and make rro guarantee,warranty or representation about It.It Is your responsibility tori ddaepend�ntly confirm gs acarecy end completeness.Any prgectiona,opinions,assumptions or estimateue of this Iys used are for example only and do not represent the current or future 11 RAY AVENUE•BURLINGTON•MA.01803 a careful,iindelb nde,love ggalbnlof the property to de Selo your satisffaction,[hheesu�lity of the property fory ur needs�r tau and linenclal advisors.You and your advisors should conduct 0 0 o D �B BB B BB 3 ATLANTRC7 0 � opt pAK Woo, � n, O O From the desk of: ` Thomas Valeri ©ADVANCED 2000 Division Manager/Designer Massachusetts RIGHTS RESERVED Signing S•1•G•N REAL ESTATE Direct Line 508.533.5017 Association Job: File: DIVISION Fax 508.533.3601 5cal� Da UNITED / SIGN COUNCIL ]BUILD TO SUIT OPPORTUNITY 621 Iyanough Road — Hyannis, Massachusetts . ' �� � 'y..k$ q, _•trTN�� �i,� a__ �' i3�* SY '; - � p �" 1. i` IfIl� irJrfll`' 'lyfi., i 'br �- P T i � `�,-..�-+ram �►:-*` „,.:_,�^ , :,. A. ., r' t -� `�,� .'� ._�t�.}.T`r. ..ate • ,VSITE 28 I BUILD TO SUIT OPPORTUNITY ." A rare build to suit opportunity in Cape Cod's premier SFF°`K retail market. This 20,000 square foot development is fully permitted on Route 132 in Hyannis, Massachusetts. Hyannis is Cape Cod's only super regional retail market. a �. consisting of the Cape Cod Mall: Sears, Filene's, Macy's, `?. Barnes& Noble, Best Buy, Ho is Cinema and three addi- tional _ Y Yr . power centers. vlTdvOice t '''P MOUTH .. This site provides excellent visibility from Route 132 and9ARNSTA9LE benfits from an average daily traffic count of approxi- mately 29,000 cars. This location is a perfect opportunity e for a national retailer to enter this desirable market. ATLANTIC FOR MORE INFORMATION CONTACT Retail Properties Brian McDonald 781.472.3631 or Dave Nugent 781.472.3614 email:bmcdonald@atlanticretail.com or dnugent@atlanticretail.com S%V 17 �-----�- ., a. � <:� � � �;: �; i Y= F- 'ti �i U .I �� ' iJ _L-.�_-�_ _�� _ r NN . lit Ida 77,397$0. t , is ri / r 1 1-- ___ � Ui Ci , It� ' J L�� I(�� J i 1__ � I -u C7 C� L L '� {V + ____ � ., - Project No.C14845.00 July 11, 2002 �i.DATAL Sailfish Partners Limited Partnership Attn: Gary Blazis GIN RING 778 Main Street - COMPANY,IN-. Osterville,MA 02655 260 Cranberry Highway PH: 508-428-6365/FX: 508-420-0180 Route 6A Orleans,MA 02653 Re: 621 Iyannough Road,Hyannis,Massachusetts PH6-6 Dear Gary: 506.255.6511 Orleans On July 10,2002,Coastal Engineering made an inspection of the landscaping at the 508487.9600 referenced site at your request. Prior to our inspection,you had provided a plan Pro-incetown entitled, "Landscape Development, scale: F=20%date: Dec. 14,2001, Hugh M. t 08 778.9600 Beckett Sailfish Partnership for Carl Reidell,621 Iyannough Rd.,Hyannis,MA and a 5 5Hyannis letter from Christopher J.Joyce,Joyce Landscaping,Inc. stating that the landscape installation was 100%complete, as per plan and specifications. FAX 509-255.6700 Based upon the letter from Christopher J.Joyce and our inspection, we concluded that F WJL ; the landscape plantings have been completed in substantial compliance with the info@a=Vecod.com referenced plan. WEB srrE aww.ce=peCocLcom Should you have further questions on this matter please contact me. IVery truly yours, ENGINEERING Civic COASTAL ENGINEERING CO., INC. + Sanitary Structural Envionmental g Matine :�)J Site avid J.Michni4ewicz,P. . LAND SURVEYING TWEMCAL SERVICES DJM/dlb CON5UI.TANTS a COASTAL ENGINEERING t eaosts to help out clients achieve their _ goal.We do this by understanding our dienis'needs;by understanding the � issues that impact their projects;and by prov_ding appropriate consulting,engineeriag and.surveying soluaons. CO—/ D-\DOC\C]480OV 4845V etterBlazisO7-11-02.doc a � ' TOWN-OF BARNSTABLE BUILDING PERMIT APPLICATION Map / Parcel Permit# o4a Health Division p®d fS dial( ' Date Issued oZg to O r 4 a a� Ste. Conservation Division , So a 11S�C�f �% Fee �o• Crt� Tax Collector E Treasurer X PR P Planning Dept. MAR 21 9 2001 Date Definitive Plan Approved by Planning Board TOWN.OF BARNSTABLE ,Historic-OKH Preservation/Hyannis J,Project Street Address cle �� - Village ylle2,r, 'Ib 1 S' r � Owner ���� 9G, � MTN P/F Address 7 2 Telephone i �� 2— /0 �/S Permit Request rrl �v"o/'! s � n�� Ll N g /�P dT� CIO Square feet: 1 st floor: existing proposed .2nd floor: existing proposed Total new , Valuation Zoning District Flood Plain Groundwater Overlay — Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure E Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths. Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas- ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial eYes ❑ No If yes, site plan review# , Current Use l� �Tf Proposed Use BUILDER INFORMATION Name Telephone Number S�� A 3 0 R'3 3 Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FCdR OFFICIAL USE ONLY PERMIT NO.' - DATE ISSUED MAP%PARCEL NO. l ' ADDRESS VILLAGE . OWNER .-r DATE OF INSPECTION: a a , FOUNDATION FRAME INSULATION ` FIREPLACE- ELECTRICAL: ROUGH FINAL s w PLUMBING: ROUGH FINAL GAS: ROUGH,: FINAL FINAL BUILDING DATE CLOSED OUT J. ' ASSOCIATION PLAN NO. -�Ft►+e - ;�' . � The Town of Barnstable URNMBLM 9� "& �' Department of Health, Safety and Environmental Services pTEo�,11% Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 18, 2000 Sailfish Partners LP 778 Main Street Osterville, MA 02655 Re: SPR 100-99, Angel Motel, Rte. 132, Hyannis (308-004 & 089) (pall �la 4 r7o u� Dear Mr. Singer; Please note that the site plan application submitted in regards to the above mentioned project was approved on February 10, 2000, with the following conditions: The expense of extending town sewerage from Route 28 to the site through Nightingale Lane shall be assumed by the applicant. Landscape plan to be approved by the Planning Department. Construction standards to be used on Nightingale Lane shall be approved by Engineering. Sidewalk to be constructed along 132 directly abutting property line but in the town layout in accordance with Engineering's design and technique. This application has been referred.to the ZBA. ..-S�cerely, i Ralph Crossen, Building Commissioner 4 oq q/bldg/wpfiles/siteplan/site99/angelmtl i l l GEOBASIZ CC' E:2 s' 7 XAN MOUG.1 ROAD/RAJ TE iNARNIS EC?1qIT DE,-10RIPMN IV IL'0, ,0014 RETAIL BUILD11gC-,,— aR#SIT I"►' " 1 JL,;;t' TTTI 0(,M'«ARCJAL E0 11,I)ING RONALD E Department of Health, Safety and Environmental Services $3,893k83 `` UC) per 327 `u"Tf ORES CUSTOMER 5KIZV I CE 1 PRIVATE P +►" T v' ELAMST BM MA83. 39• Al FD NU'� BUILDING DIVISION BY IWI M 07/19/2001 EXPIRATION DATE �- �,•,�`• TOWN OF BARNS`IABLE `{ BUILDING PERMIT ' F PARCEL :ID 311 004 GEOBASF ID 22999 0DRESS 621 IYANNOUGH ROAD/IROUTE PHONE HYANNISi ZIP I..qr BLOCK s, LOT.,SIZ.1? _ DBA DEVELOPMENT DISTRICT HY, P.EkMIT 64657 DESCRIPTION NEW 20014 RETAIL )3UILDING PERMIT TYPE BUILDC TITLE COMMERCIA�'. I3 ILDING CONTRACTORS: REIDELL, C,ARL � C� Department of Health, Safety Ac,H rTECTs. and Environmental Services TOTAL FEES: $3,393.63 BOND $.Or_o CONSTRUCTION dOSTS $638,800-00 327 STORES & CUSTOMER SERVICE 3. PRIVATE, P * iARNSTABLE, MASS. i639. 10� BUILDING DIVISION BY`-ri .DATE ISSUI'D 07/i9/200I EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, ETHER TEMPORARILY OR'PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED:BY:THE'JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. i MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- I 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 3 1 ATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 ARDOIF�HEALTH )a OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. � �ggv Lt t 4+ . 7:7 �� rR I TOWN OF BARNSTABLE ` BUILDING PERMIT - E PARCEL D 311 004 GEOBASE ID 22999 ADDRESS 621 I:YANNOUGH ROAD/ROUTE PHONE HYANNIS ZIP LOT BLOCK LOT SIZE DBA h DEVELOPMENT DISTRICT HY PERMIT 54657 DESCR.IPI`ION NEW 20014 RETAIL BUILDING PERMIT TYPE BUILDC TITLE COMMERCIAL BUILDING j ;- a. CONTRACTORS= STANDLEY, RONALD E Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES BOND $.00 tME I CONSTRUCTION.,COSTS. $638,300.00 327 STORES & CUSTQMER SERVICE :L. PRIVATE P'G' * : *r * ■ARMABLE, MASS- 1639. f �EpA BUILDIN DIVISION BY .f DATE ISSUED 07/`19/200.1 ..EXPIRATION DATE •� r " THIS PERMIT CONVEYS NO RIGHT TO-OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EW CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED r:wr FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE.RETAINED ON JOB AND WHERE,APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOSTTHIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2' 2 3 1 • HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �t r' Y I'OWo (} SABLE BUILDIN- -x-ru!IT 4 c'kRCEL ID 311 004 GEOBASE ID 22999 ADDRESS 621 IYANNOUGH ROAD,,/R,OUTF PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT. HY PERMIT 59513 DE"CRIPTION TENANT FIT-OUT BED BATH&BEYOND PE I TYPE BREMODC TIRE COMMERCIAL ALT/CONV CONTRACTORS: STANDLEY, RONALD E ARCHITECTS: Department of Health, Safety and Environmental Services TOTAL FEES $4,625.00 �� $.00 CONSTRUCTION COSTS $750,000.00 � 1 437 NONRES./NONHSKP ADD/CONV 1 PRIVATE P1" "" * 1ARNSTABM + MASK. 1639. A�O� ED INId BUILDING DIVISION BY -�- -�-. DATE ISSUED 03/07/2002 EXPIRATION DATE TOWN. OF BARNSTABLE . BUILDING PERMIT v' PARCEL ID 311', 004 . . GEOBASE ID 22999 ADDRESS' =E21 IYANNOUGH ROAD/ROUTE PHONE 14YANNIS ZIP s -� ! LOT BLOCK ; t .1,OT SIZE __ OBA DEVELOPMENT 1 ST— D, HY RMIT OO 59513 DESCRIPTION TENANT FIT—OUT EDP $ATH"E�'.©�TI IRMIT TYPE BREMODC- TITLE COMMERCIAL ALT V� � d ! CONTRACTORS: STANDLEY,_ RONALD E �!`�J ARCHITECTS: Departm nt of Health, Safety = k = and Environmental.Services TOTAL FEES: $4;625.00 BOND 00 TME CONSTRUCTI& COSTS $750,000.00 ' 437 NONRES_/NONHSKP ADD/CONV 1PRIVATE PI( FQr * ■ARNSTABM # MASS. t : BUILDING ,IVISI©N ti BYDATE ISSUED 03/b7/2002 EXPIRATION DATA; THIS PERMIT CONVEYS NO RIGHT.TO.OCCUPY ANY.STREET;.ALLEY-OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OWPERM#NENTLY.EN) CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY,PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISgICTION.STREET-OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF-PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WOWWS.THE ISSU;OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM:THE CONDITIONS,OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED-. i FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND INHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS.' 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2. 2 '�/ 2 3-- 1 H ING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH i OTHER: SITE PLAN REVIEW APPROVAL II I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS . TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. ,1 Jun-14-02 10:24A John Purcell 856-863-9988 P.02 AVID N. LUMMI A R C H 1 T £ C T 13 June 2002 File: 5802 Tom Perry BUILDING DEPARTMENT,City of Barnstable 367 Viain Street Hyannis, MA 02601 - Ph: 508-862-4034 - Fax: 508-790-6230 Re: Final Certification that Construction Conforms with the Construction Documents TENANT IMPROVEMENT for a new BED BATH& BEYOND STORE "Hyannis, MA" «+. 621 lyanough Road Hyamiis, Massachusetts Dear Mr. Perry: Based on the information gathered by our field observations and information from other professionals , working on this project, I hereby certify that this project has satisfactorily been constructed in accordance with our Construction Documents arid.is ready for occupancy, subject to all required approvals from the Building and Fire Departments. This certification applies only to the INTERIOR Tenant Improvements in the building and excludes the Building Shell construction and all Plumbing, Mechanical, Electrical and Fire Protection.work. Please do not hesitate to call if you have any questions or comments. Yo r trul avid mts, AIA Cc: Sheldon Cantor,.BBB Architectural Project Manager John Purcell;BBB Construction.Project Manager 601 CHAPEL AVENUE: EAST ■ CHERRY HILL, NJ. 08034-1492 TCLEPHONE (856)428-8877 FAX(856)429-6379 j 06/14/2002 09:56 7812378791 NEWBURY DESIGN ASSOC PAGE 02 N 11 A NEWBURY BYPS16N ASSOCIATES June 13, 2002 Mr.Thomas Perry Building Commissioner Town of Barnstable Building Department 367 Main Street Hyannis, MA 02601 Re: BedBath &Beyond(Shoff Building) 621 lyanough Road(Route 132) Re uest for Certificate of Occu anc FINAL ARCH17ECTURAL AFFIDAVIT 1 certify that 1,or my designated representative, have periodically observed the work associated with the Architectural aspects of the project referenced above in compliance with Section 116.0 of The Commonwealth of Massachusetts State Building Code. Reports of our findings have been submitted to your office, An Architectural punch List and Inspection Was conducted on June 13, 2002, General Punch List items remain to be completed, a copy of which is attached. With the exception of the items indicated on the Fittached list, to the best of my knowledge, information and. belief, the project is in compliance with the drawings submitted for building permit and The Commonwealth . of Massachusetts State Building Code. Joseph R. Onorato Architect 4 - Orfi��RA7Q Massachusetts Registration No. A20 Na7490 Newbury Design Associates, Inc. ' No 29 Washington Street - Wellesley, MA 02481 ign 02 Then personally appeared the above named Joseph R. Onorato d ade oath that the above statement by him is true. Bef me, Ct Notary P blic My commission expires: boa 9 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781.237.87SO T 781.237.8791 F 6-29-2001 1 .43PM FROM HYANNIS FIRE!RESCU` S08 77B 6448 P. 2 HYANNIS FIRE DEPARTMENT : .AN 95 HIGH SCHOOL RD_ EXT, HYANNIS, MA.02601 NEW I rAL o FiAROLD S. BRUNELLE, CHIEF mbalE►VABEofIs OFF In ECE CAT loo FIRE PREVENTION BUREAU BLISINEOS f HONE:(S08)775.1300 FACSIMILE PHONE:(505)7784448 J,T.DONALD I-L CK S]E,.ip-,CFI LT.xHMC F. F3113BL1FL:t,CFI is FStZ;E FREVE10 TION OJ;'MCER. FIIM PREVEWniON OFFICER BUILDING CODE COMPLIANCE FORM THIS FIRE PREVENTION BUREAU HAS REVIEWED THE PLANS DATED U _ FOR THE PROPERTY LOCATED AT Co zg_ I ALSO KNOWN AS: THE CHART BELOW INDICATES THE STATUS OF OUR REVIEW: TYf'E`:OF`CONSTf3UCTIC7N..000U TENT: N/A RECEIVED REVIEWED COMPLIES 1-NARRATIVC REPORT Aq d , 2.�1=f'R(=F�G�{TINC�l RESCUE.:4CCESS . " 3•H TIO.N/WATER SUPPLYYDR?Nl COG 4-SPF*KLER SYSTEMS $,SPRINKLER CONTROL EQUIPMENT —� 6-STANDPIPE,SYS`fEN1S .7-STANDPIPE.VALVE LOCATbNS:: 8=FIRE DEPARTMENT.CONNECTION.. w 9-FIRE PROTECTIVE SIGNAL;NCa SYST. 10-F.P.S.S. &ANNUNCIATOR LOCATION', 11-SMOKE CONTROL/EXHAUST 12-SMOKE CONTROL EOUIP.LOCATION 73-LIF):SAFFT.Y SYSTEM,FE. TUBES 14:FIRE;EXTINGUI$HINb SYSTEMS 15-F.E-8, GUNTROL'EQUIP LOCATION _..._..... i 6=FlFiIi.PROTECTION RUOMS 17-FIRC PROTECTION EQUIP SICNAGE e. 18-ALARM T.RANSMISSI.QN METHOD 19-SE0UENCE OF OPERA REPORT 21}-ACCEPTANCE TESTING CFRITERIA WE.SEI,EVE. HE DOCUMEN PLETl=AND COMPLIANT FOR THE ISSUANCE OF A BUILDING pl=RM17_ 2 0� WE HAVE COMPLETED THE ACCEPTANCE TESTING'FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT;THE ABOVE ISSUES ARE IN COMPLIANCE. 6-29-2001 1 .43PM FROM HYANNIS FIRE/RESCUE S08 778 6448 P. 3 07-'129;'2001 12:2(5 781227;,791 DESIGN Al S3su, PACZ 01/al IVE�+i130AY U S)FA? ASS AMS June 29, 2001 Lieutenant Eric Hubler Hyannis Fire Dept, Hyannis,MA Via Fax 508.77$.6448 Re: Proposed Retail She//Building 821.Pya170ugh Road(Route 132) Nyanj*,MA Dear Lieutenant htubler: In response to our conversation this date,the fallowing will be included as part of the scope of work for the above referenced project. An additional fire hydrant will be added on site, Location vviii be as per Hya direction. nnis Fire Department The building will bu fu'ly sprinkiered per requirements of Tte Commonwealth of Massachusetts State Building Code, Fully e;,agine®red,stamped drawings,prepared by the successful fire protection subcontractor's engineer will be submitted to the Hyannis Fire Department for approval prior to installation. We trt:st the above adequately addresses these issues. Should you have any further questions or require additional Information,please do not hesitate to contact us. Sincerely, Newbury Design Associates, Inc, I h R.Onorata,AIA roject.architect cc: H. Beckett Andrew Singer 508-398-1568 File ,e-Planning Depa,._. .ant-Staff Report Limited Partnership Variances r 2000-43-Special Permit Appeal Number 2000-44 - / Cod Commission -Development of Regional Impact: e project has been before the Cape Cod Commission as a Drelatedrto the eent of xisting use, pwould notlhave November ` �n P 1 01, 1999, the Commission determined that the proposal,when increased impacts and therefore it would not require Cape Cod Commission Development of Regional Impact ' Review. Site Plan Review: The was before the Town of Barnstable Site Plan Review Committee and was found approvable on proposal February 10, 2000, subject to 5 conditions. They are as follows: 1. The expense of extending town sewage from Route 28 to the site through Nightingale Lane shall be assumed by the Applicant. 2. Landscape Plan to be approved by Planning Department ystem 3. Board of Health shall approve the [interim on-site]sewage disposal roved b own of Barnstable] 4. Construction standards to be used on Nightingale Lane shall be app Y R Engineering Division. line but in the Town layout in 5. Sidewalk to be constructed along Route 132 directly abutting property accordance with Engineering's design and technique. Relief Requested: applicant to accomplish the proposed plan as presented,the following relief is being requested a In order for the pp Appeal Number 200049-The applicant is seeking a.Conditional Use Special Permit in accordance with Section 3-3.6(3A)to permit the retail sales within the HB Highway Business District. Appeal Number 2000-20 -The applicant is seeking a number of Variances. Generally, they can be vrlay grouped in variances for the requirements of Bulk Regulations, Gros ued fi ally the Protection variance District, areOf Street Parking Regulations 13<Site Plan Review Standards. Section 3-3.1(5) Bulk Regulations B Business District Staff is unable to determine why this variance is being requested.. front nt yard setbacks,/of the setback�Route 132& r the lot are being dictated by the HS Highway Business District. The Nightingale Lane, are within the HB district, The B District has no side and rear setback requirements. The HB District is also governing the Front Yard Landscape Setback. Section 3-3.6(5) Bulk Regulations HB Highway Business t yard setback. e licant proposes • Front Yard Setback-Nightingale Lane required v a of 39 feet on Nightingale Lane is needed. a 21 foot setback. A Front Yard Se no• Side Yard setback-A total side yard setback bo i 3d0 feet is only 2uired A with variance of 8 feet n needed.feet. The side yard setback to the north side of the . 9 • Minimum Lot Width-The District requires a minimum Lot width of 160 feet. The location of the building with respect to Nightingale Lane has only 157' +1-. • Front Yard Landscape Setback-The 21 eett is along Nightingale Lane.res a 45 feet A landscaped of 35 feet e long proposes 10 feet along Route 132 and 21 feet 9 Route 132 and 24 feet along Nightingale Lane is needed. Section 3-5.2(6C) Groundwater Protection Overlay District-Lot Coverage nt. According to No more than 50% of the lot may be made impervious bo buildi more ngs n owed under the odinancethe plans paveme presented 57 %of the lot is being made impervious 2 6-29-2001 3.OAPM FROM HYANNIS FIRE/RESCUE 508 778 6dd8 P. 1 T O&I Rs . Hyannis Fire 'Department. 95 High School Road Extension Hyannis.. Massachusetts 02661 188s Phone:(508) 775-1300 Facsimile:(508) 778-5448 1 :To Report an Emergency Dial 911 or 775-2323 Fax Cover Sheet Date • fSh - . V 1 To: rAh nd a AAa Q h .� Department:7—low rt Phone Number: Fax Number• to tt—lpa From : Deputy Chief Dean L. Melanson Phone Number: (508)�75-1300 Fax Number: (508)778-6448 4 . Number of pages including the cover sheet: Remarks : URGENT FOR YOUR REVIEW REPLY REQUESTED , INFORMATION YOU REQUESTED Regarding : W1 1 Comments: I 1 THIS!IS A CONFIDENTIAL DOCUMENT PLEASE DELIVER TO THE DESIGNATED RECIPIENT IMMEDIATELY "r"A&110 VA/ 6-29-2001 3:06PM FROM HYANNIS FIRE/RESCUE 508 778 6d48 P. d `1 HYANNIS FIRE DEPARTMENT YAN s 95 HIGH SCHOOL AD. EXT. HYANNIS, MA. 02601 ICAL eo HAROLD S. BRUNELLE, CHIEF F 696 Ireeer7aUPiafaaOi FIRM Leouiroa FIRE PREWN�eION BUREAU BUSINESS PHONE:(508)775.1300 FACSIMILE PHONE:(508)778-6448 LT.DONALD IH.CHASE,JR.,CF[ L?.FR]�C F. ALTSY 18R, CFX FIItE PREVENTION OFFICER LT. PREVENTION OFFICER FACSI UME TRANSMMAL SE03ET Oak law THIS FAX IS GOING TO: ............................ .. ..: : -................ �........ Aft OWN THIS FAX IS BEING SENT BY: ........... ........ -14� uotL.......... .... r SUBJECT OF THIS FAX: ...... ............ u.....� c.jt ; ... . ...�. . . .......... ............. DATE: FAX NUMBER: NUMBER OF PAGES: ...: . ,......... ... .-...:. `..�:-: ........ 0........ 3 (INCL ..S COVER) NOTES: ... ...... .. .............. .............. :. ..... .....:xt'a) .. ........................ ............. .......................................................... .... .............. .......... .. .•........ ..................... .............. .........._...... . ........ ................ B-29-2001 3:05PM FROM HYANNIS FIRE/RESCUE 508 778 Gd48 P. 3 06/29/2001 12:20 7812378791 NE4dBI.RYDESIGN ASSOC PAGE 01/01 A - ' N1EwUUBy Bi -%J5 RSSOc1ATES June 29, 2001 Lieutenant Eric Hubler Hyannis Fire Dept Hyannis, MA Via Fax 508-7786448 Re: PrcpaSed Retail Shell Building. 021 lyanough Road(Route 132) Hyannis,MA Dear Lieutenant Hubler: In response to our conversation this date,the foilo I ing will be included as part of the sco a of wor above referenced project: p k for the ° An additional fire hydrant will be added on ite. location will be as per Hyannis Fire Department direction, f } ° The building will be fully sprinklered per requirements Of The Commonwealth of Massachusetts State Building Code. Fully engineered,stamped drawings, prepared by the successful fire Protection subcontractor's engineer will be submitted to the Hyannis Fire Department for approval prior to installation. We trust the above adequately addresses these Issues. Should you have any further questions or re uire additional Information,please do not hesitate to contact us. q Sincerely, Newburg Design Associates, Inca seph R. Onorato,AIA roject Architect cc: H. Beckett ° Andrew Singer 508.398-1588a . File B-29-2001 3:05PM FROM HYANNIS FIRE/RESCUE 508 778 BA48 P. 2 HYA 4MS FIRE DEPARTMENT � yvAN ,.-• 95 HIGH SCHOOL AD. EXT. HYANNIS, MA.02601 HAROLD S. BRUNELLE, CHIEF -SVE . ' F PREVENTION BUREAU AWAAIML{!01 RA![OOigiOY loge �9. BUSINESS PHONE:(508)775.1300 FACSIMILE PHONE:(508)778-6448 I.T.DONALD II.CKASE,JR.,CFI LT.ERIC F. HXTBI ER,CFI FlP..E.P'REVENTION O>E'PIC*a FIRE PREV)M%M0N OMCM BUILDINO' 'CODE COMPLIANCE FORM THIS FIRE-PREVENTION BUREAU HAS REVIEWED THE PLANS DATED (o t O FOR- THE PROPERTY LOCATED AT' C.2-t Wdo.�( D A&=>r (3 ? ALSO KNOWN AS: 3RK��zS Qil i�tF. �---�• THE .CiiART BELOW INDICATES. THE STATUS OF OUR REVIEW: :TYPE OF CONSTRUCTION.DQCUNMENT•,' ''' ' NIA RECEIVED REVIEWED COMPLIES E-#F(ht*IGHtINb ARRATIVE�REPORT. ' '/RES G.UEACCESS , .. 3-HYD.RANT.WCATION/WATER SUPpi LY. 4-SPRINKLER SYSTEMS S-SPRINKLER CONTA6L'EQUIPMENT 6-STAND.P.IPE..SYSTEMS - - 7'ST44DPIPE.VALV..E.L OCATIONS: 8-FIRE.DEPARTMENT-CONNECT,TION. 9-FIRE�0R- &EGTI.VE SICaNA)rINC SYST: 10=F.P.S.S. &ANNUNCIATOR LOCATION y _ 11-SMOKE CONTROL I EXHAUST 12-SMOKE CONTROL EQUIP;`LOCATION ' 13-LIFE SAFETY S'. STEM,FE/kTURES' :14=F1Ri ixTINGUISHING SYSTEMS 15-F.E.S.CONTROL EQUIP LOCATION .; • 16=FIFtE.,PROTlCTION RQOMS'• 17=FIRE PROTECTION EQUIP;SiGNAGE -18=ALARM TRANSMISSION METHOD - 19-SEQUENCE OF.-OPERATION REPORT 20-ACCEPTANCE.TESTING.CRITERIA ` 'WE BELIEVE' E DOCUMEN PLETE AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PF: MI.T. . WE HAVE COMPLETED THE ACCEPTANCE TESTING FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT,THE ABOVE ISSUES ARE IN COMPLIANCE. THE t .'1 The.Town of Barnstable 9 "K Department of Health, Safety and Environmental Services 09 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 18, 2000 Sailfish Partners LP 778 Main Street Osterville, MA 02655 Re: SPR 100-99, Angel Motel, Rte. 132, Hyannis (308-004 & 089) ��'a t MVn Dear Mr. Singer; Please note that the site plan application submitted in regards to the above mentioned project was approved on February 10, 2000, with the following conditions: The expense of extending town sewerage from Route 28 to the site through Nightingale Lane shall be assumed by the applicant. Landscape plan to be approved by the Planning Department. Construction standards to be used on Nightingale Lane shell be approved by Engineering. Sidewalk to be constructed along 132 directly abutting property line but in the town layout in accordance with Engineering's design and technique. This application has been referred to the ZBA. ...-Sincerely; i . Ralph Crossen, Building Commissioner i q/bldg/wpfiles/siteplan/site99/angelmtl J U N-2 G-0 1 T U E 1 5 = 5 3 H U G H M B E C K E T T P 0 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ 3// Parcel 1046 Permit Health DiVislon _ Date Issued Conservation Division L Fee Tax Collector A� �/v,9/ Treasurer_ Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH PreservationlHyannis Project Street'Address ' Village Owner Address Telephone_��� �4 � 0 Permit Request_ D Square feet:1st floor:existing proposed; 2nd floor:existing proposed Total now Valuation Zoning District _Flood Plain . Groundwater Overlay Construction Type 2C Lot Size /f�T!_Grandfathered. ❑Yes U No If yes,attach supporting documentation. Dwelling Type: Single Family O Two Family O Multi-Family(#units) Age of Existing Structure Hisloric House: ❑Yes O No On Old King's Highway: O Yes ❑No Basement Type: O Full ❑Crawl O Walkout ❑Other Basement Finished Area(sq.tt) Basement Unfinished Area(sq.ft) i Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not Including baths):existing new First Floor Room Count Heat Type and Fuel: XGas O Oil O Electric O Other Centraf Air.KYes ❑No Fireplaces:Existing New Existing wood/coal stove: O Yes o No Detached garage:O existing O new size Pool:O existing D new size Barn:O existing ❑new size Attached garage:❑existing 0 new size Shed:C1 existing O new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial XYes O No If yes,site plan review# Current Use Proposed Use ILDER INFORMATION t� Name o Telephone Number y 52e (fig 3 6 E Address 70� �' le License# OD 7 `Z'444 T kjS_., Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR D0TE 61.26 D - ` - ' - Cemjant Admin Message �-- O3690 INVENTORY ALERT FOR: 03690 RMTYPE: DB1 PLAN: DATE SOLD AVAIL 25��UNO1 1O 2 TRAN: 25JUN/2113 BLVR: 25JUN/2143 SEQNBR: 3605 SOURCE: 03690 ID: THRESH , � T . 1 - 11 NEWBURY DESIGN ASSOCIATES Construction Control Affidavit PROJECT NUMBER 00167 PROJECT TITLE Sailfish Partners PROJECT LOCATION 621 lyanough Road NAME OF BUILDING Same NATURE OF PROJECT New Retail Shell Building IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Joseph R.Onorato Registration No. 7420 BEING A REGISTERED nnnrESSIE) i I ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL X. STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116.2.2.3, I SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATIS LETION AND READINESS OF THE PROJECT FOR OCCUPANCY. n re . s SUBSCRIBE AND WO N EFO E ME THIS DAY OFF 2001 TARY P'JBL MY COMMISSION EXPIRES �.3�• ZG�� 29 WASHINGTON STREET, WELLESLEY, MASSACHUSETTS 02481 781 .237.8790 T 781.237.8791 F 06/11/2001 14:08 7812378791 NEWBURY DESIGN ASSOC PAGE 02/02 Construction Control Affidavit PROJECT NUMBER 00167 PROJECT TITLE Sailfish Partners PROJECT LOCATION 621 lyanough Road NAME OF BUILDING Same NATURE OF PROJECT New Retail Shell Building IN ACCORDANCE WITH SECTION 118.0 OF THE MASSACHUSETTS STATE BUILDING CODE, �GTG- A/Ao//'�SRegistrabon No. 7429 a, f7� BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL _� MECHANICAL FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials.' 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116.2.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR, UPON COMPLETION OF THE WORK, I SHALL (0 ^�r, , r�'�p�� ORTAS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPg� �Rf, �a PETER V. r � Ci STitiJCTtis�AL v Signatu No.33978 ki G 9t 0-TE4I.%��� CSS10':'A �s SUBSCRIBED AND SWORN TO BEFORE ME THIS �Sfh DAY OF JC'NC 2001 lauela NOTARY PUBLIC MY COMMISSION EXPIRES L' Construction Control Affidavit PROJECT NUMBER 00167 PROJECT TITLE Sailfish Partners PROJECT LOCATION 621 lyanough Road NAME OF BUILDING Same NATURE OF PROJECT New Retail Shell Building IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I,Wayne A. Griffith Registration No. 35519 BEING A REGISTERED PROFESSIONAL ENGINEE HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL xx. FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 0116.2.2.3, I SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signs ure SUBSCRIBED AND SWORN TO BEFORE ME THIS' I S Lh DAY OF .JU/1(C .2001 62� MY COMMISSION EXPIRES 3/27/07 NOTARY PUBLIC Electrical Engineers CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 00167 PROJECT TITLE: Sailfish Partners PROJECT LOCATION: 621 Iyanough Road Hyannis,Ma. NAME OF BUILDING: Same SCOPE OF PROJECT: New Retail Shell Building In accordance with Section 116.0 of the Massachusetts State Building Code, I, Lawrence A. Farrer, Mass. Registration No. 30388, being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ELECTRICAL for the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and that I or my authorized representative be present on the construction site on a periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of show drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Upon completion of the work, I shall sub ort as to the satisfactory completion and readiness of the ect for occupancy. o ti ;[AWRENCE G(P Signature FAFRRER W303M Lawrence A. Farrer, PE A�0Fc1 S T F- \���� S/p AL ENG Subscribed and sworn o b/ re me this 11 th d une,2001 NOTARY PUBLIC: My Comm sion Expires On: iu fus >z aov7 Engineering Advantage, Inc. 2 Park Street Boston, Massachusetts 02122 617/288-3969 Fax 617/825-8922 l� NEWBURY DESIGN ASSOCIATES Construction Control Affidavit PROJECT NUMBER 00167 PROJECT TITLE Sailfish Partners PROJECT LOCATION 621 lyanough Road NAME OF BUILDING Same NATURE OF PROJECT New Retail Shell Building IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Joseph R. Onorato Registration No. 7420 BEING A REGISTERED ^rR-„-r S IE)N 6 ENGINEERIARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL X STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116.2.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATIS LETION AND READINESS OF THE PROJECT FOR OCCUPANCY. � � r►°�� �S n reMA gyp 0F SUBSCRIBE AND WO N EFO E ME THIS 7W DAY OFF 2001 f, �. TART'P'JI3L` MY COMMISSION EXPIRES �i�3�. 1 29 WASHINGTON'STR"EET, WELLESLEY, MASSACHUSETTS 02481 781.237.8790 T 781.237.8791 F 06/11/2001 14:08 7812378791 NEWBURY DESIGN ASSOC PAGE 02/02 Construction Control Affidavit PROJECT NUMBER 00167 PROJECT TITLE Sailfish Partners PROJECT LOCATION 621 lyanough Road NAME OF BUILDING Same NATURE OF PROJECT New Retail Shell Building IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, -�ese GTG� yAmo/ASRegistration No. ,fig. ;5317e, BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL r' STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT AND THAT, TO THE;BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 116,22,3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR, UPON COMPLETION OF THE WORK, I SHALL ® CRT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUP PETER V. AMOLENS STRUCTURAL � Signatu No.33J76 S��SOE�AL�e��'� SUBSCRIBED AND SWORN TO BEFORE ME THIS �S DAY OF 2001 N TARY PUBLIC MY COMP✓11SSION EXPIRES /tAr 06 U e _ Construction Control Affidavit PROJECT NUMBER 00167 PROJECT TITLE Sailfish Partners PROJECT LOCATION 621 lyanough Road NAME OF BUILDING Same NATURE OF PROJECT New Retail Shell Building IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Wayne A. Griffith Registration No. 35519 BEING A REGISTERED PROFESSIONAL ENGINEE ;-HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL .° MECHANICAL xx FIRE PROTECTION ELECTRICAL OTHER FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection if critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix A. PURSUANT TO SECTION 0116.2.2.3, I SHALL SUBMIT PERIODICALLY,APROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. . Signs ure . SUBSCRIBED AND SWORN TO BEFORE'ME THIS 15 Lh DAY OF JUNC r, 2001 MY COMMISSION EXPIRES 3/27/07 NOTARY PUBLIC' _t ` E a _ LJ; Electrical Engineers CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 00167 PROJECT TITLE: Sailfish Partners PROJECT LOCATION: 62 f Iyanough Road Hyannis,Ma. NAME OF BUILDING: Same SCOPE OF PROJECT: New Retail Shell Building In accordance with Section 116.0 of the Massachusetts State Building Code, I, Lawrence A. Farrer, Mass. Registration No. 30388, being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ELECTRICAL for the above named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and that I or my authorized representative be present on the construction site on a periodic basis to determine that the work is u proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of show drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Upon completion of the work, I shall sub Hfa ort as to the satisfactory completion and readiness of atheJectfor occupancy. 1AWITKOEE ti Signatur FhRR€Ra, .•. y, *303a Lawrence A. Farrer, PE ?A,�Fei rE�`�`o�`�� SAL Subscribed and sworn o b re me this 11 th d o une, 2001 NOTARY PUBLIC: My Comm' Sion Expires On: i�u �'uS o2a® 7 Engineering Advantage, Inc. 2 Park Street Boston, Massachusetts 02122 617/288-3969 Fax 617/825-8922 M 2 10710-012 25 133 SOS-03- 1997 e 1 2 x Oq We, GERTRUDE NIGHTINGALE of Yarmouth, Barnstable County, Massachusetts, and NEIL ALLAN NIGHTINGALE, of Barnstable (Osterville), Barnstable County, Massachusetts,for consideration paid and in consideration of SIXTY-EIGHT THOUSAND AND 00/100 ($68,000.00) DOLLARS grant to HUGH M. BECKETT, TRUSTEE OF B & R NOMINEE TRUST,under a Declaration of Trust dated April�9 (, 1997 and recorded herewith, of 58 Mayo Avenue,Needham,MA 02192, with QUITCLAIM COVENANTS, a certain parcel of vacant land situated on Nightingale Lane, in the Village of Hyannis, Town and County of Barnstable,Massachusetts bounded and described as follows: Northerly by land now or formerly of Winthrop K. Wilbur, Jr., seventy-nine and 16/100 (79.16)feet; Easterly by Nightingale Lane,a total distance of one hundred fifty-six and 66/100(156.66) feet; Southerly by land now or formerly of Corp. Bros. Inc., eighty-one and 86/100(81.86)feet; and Westerly by land now or formerly of Edward F. Mastrangelo, one hundred sixty-one and 52/100(161.52)feet. Meaning and intending to convey and hereby conveying all of the remaining land on the westerly side of Nightingale Lane conveyed by deed of Ernest S. Bradford et ux to Roy W. Nightingale, et ux dated July 24, 1947 recorded in Book 680 Page 517, however the same may 0 be otherwise bounded and described. There is conveyed as appurtenant to the above-described parcel of land a right of way over Nightingale Lane as shown on plans recorded with the Barnstable County Registry of Deeds to be used in common with others who are now or who may hereafter be entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. LAW CWTXEs oP For title see probate of Gertrude L. Nightingale, Barnstable Probate No. 86P-0468-E I. JOHN R.ALOER,P.C. 8"MAIN STRC[T See also deed of Roy Norman Nightingale recorded in Book 10695 Page 286. R O.BOX MO OBTIERV ILL[,MA 0200■-0440 1 Bl•� � � G?4G—G 1� �� 133 WITNESS our hands and seals this f b day of ;Y&/L. , 1997. a-, RTRUDE NIGHTI GAL NEIL ALLAN NIGH INGA E STATE OF m i COUNTY OF DATE: 12r, Then personally appeared the above-named GERTRUDE NIGHTINGALE and acknowledged the foregoing to be her free act and deed, before me NOT PUBLIC 0 -' My C DAVID J. SNOW 0 fission Expires: NOTARY PUBLIC'•. Nd commission oxp.Aup.14,1998' •., STATE OF_1/*-SACWLtn-5 COUNTY OF 290,PMACC DATE: r Then personally appeared the above-named NEIL ALLAN NIGHTINGALE and acknowledged the foregoing to be his free act and deed, before me n ® 03z � N c7 a m ' NOTAR PUBLIC -� W 'a x ;�;� �, My Commission Expires: HA" t 9� 200L} o LA ►— J/' .al.'s a7:e. - cuc .Nry e,r.a,•nd 'e ebove nas.ad _ EIARN pL CnUN'ry vL ............. REGISTRY OF DEEDS 'and a \no viedgnd the torepo nq Imtrumenl 7z A TRUE COPY,ATTEST w rll� tob Irec ad end deed, beloro mo ��� ,Q,� ARD, Nolary Public JOHN F.MEADE,REGISTER My Comminio Expires ){l��1r�/��IJ� BARNSTABLE REGISTRY OF DEEDS I 13k e 10472-1-922 G3929 11-07- 199G 2 02a22 QUITCLAIM DEED o We,EDWARD F.MASTRANGELO, also known as EDWARD F.ANGEL, of �4 Barnstable (Osterville), Barnstable County, Massachusetts 02655, FERDINAND R. MASTRANGELO, also known as FRED R ANGEL, of Fitchburg, Massachusetts, HUGH M. BECKETT of Needham, Massachusetts 02192, and CARL S. RIEDELL of Osterville, Barnstable County, Massachusetts 02655, for consideration of One ($1.00) Dollar Paid, GRANT TO: SAILFISH PARTNERS LIMITED PARTNERSI IP,under a duly c authorized Limited Partnership Agreement dated November 1, 1996, on file with the Secretary of State for The Commonwealth of Massachusetts, with a mailing address of' 58 Mayo Drive, Needham, Massachusetts 02192, WITH QUITCLAIM COVENANTS, a certain parcel of land, together with the buildings thereon, situated at 1621 Route 132, Barnstable (Hyannis), Barnstable County, `. Massachusetts 02601, more particularly bounded and described as follows: N ON THE NORTH by lyanough Road (Route 132), as shown on a plan hereinafter mentioned, 155.41 feet; ON THE EAST by land now or formerly of Gertrude L. and Roy W. Nightingale, as shown on said plan, 423.14 feet; ON THE SOUTH by Parcel A, as shown on said plan, 141.22 feet; and ON THE WEST by land now or formerly of Daniel J. Fern as shown on said plan, 465.80 feet. Containing 64,720 square feet, more or less, and being shown as the parcel delineated "Angel Motel"on a plan entitled, "Plan of Land in Hyannis, Barnstable, Mass. for Agnes C. Cassidy dated May 27, 1970, by Charles N. Savery, Inc.", duly recorded with the Barnstable County Registry of Deeds in Plan Book 238, Page 3. Together with the benefit of sewer easement as set forth in the deed from Edward F.Mastrangelo, Wa Edward F. Angel and Ferdinand R. Mastrangelo, aWa Fred R. Angel to Agnes Cassidy dated June 24, 1970, and recorded with the Barnstable County Registry of Deeds in Book 1476, Page 616. For title, see a portion of the land described in a deed from Kenneth E. Wilson to Edward F. Mastrangelo, aWa Edward F. Angel and Ferdinand R. Mastrangelo, a/k/a Fred L Bk 91014.7S--823 6:392J R Angel dated March 25, 1958, and recorded with the Barnstable Count Registry in Book 1000,Page 30. Y ry ofDeeds WITNESS our hands and seats this first day of November, 1996. rd F. ast rdir n R. M tran o u eckett _ v arl S. Riede �`-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. November 1, l 96 Then personally appeared the above-named R. Mastrangelo and acknowledged the foregoin F as elO rdi d before mo on cir f c d deed, Th lore A. chilling- Notary Public MY commission expires: December 7 001 . BARMSTAB[E REQIStRYOF DEEDS The Commonwealth of Massachusetts Department of Industrial Accidents s 600 Warhington Street Boston,Mass 02111 Workers' Com ensation Insurance Affidavit name: Sailfish Partners Limited Partnership location 621 Iyannough Road cit, Hyannis hone# (781) 444-8447 ❑ I am a homeowner performing all work myself ❑ I am a sole p etar and have no one worfan in anv aldty � �lll/lll�lllllll/ © I am an employer rovi" �::: . ::.. .::':compensation•for.tay.emplovees-worfting on this job. p ding workers :......:.. coma n C3. , _........ ............. ......::.................,:,:: ........................::.::::.•:..:::.::......:.:....::.......::> ���`:� ji �i �:::::•< �i��:�i'�::��i`����s�3i.asii�i;i�c::i::::asi :ii:�i?i2 �i :?��: �+�::::i�:i ::??:t>'->[�>::::;7 :�' �� i:;ri:`::;:;:::;L;C�i:ir:::<;:�;i;::;!:;:<;;: C';S:;:i:i: :::�i: ;::`::::;:; ' t 4:..:v:.v:.;...,..iC::�i:?•}.ti•:•}}}}:?�:�:;}}:?.%i;�:is�ii:tie`i??::�:;}::%'ii:^i:�ii?iii}?::T�i:.>j:i.};?.}vq• •:::.;:.:: a a!'elS:�. ... .... r?,.::?v:n;:{.}}}:::?:.:::•?.:.;}::-:r:.;.::?•. ...}.......::v.:v:.;;.:'}::%:'vi:'ii:C?.}}:+.?.}::•}}::?i:;•i:•:.}:;:x:.;;.,:y;:�:• �`;::;:iS:<tiv:.}:?:<ijii?%i}s:i}.•?:ti�iJ: :i'vv: :?:::\:��ti+t?(�_w;:ti;:?��$:;.'; :}i�� :.':sn::{Cy:.i;i:}i;:Cv:•:�:;:i'iii:::::??:�iii:C{;:;:{itii;<�l'�1J:.- .... ................. ::::.. :::::::.::. 012 ::.:,,:...::.::............................ .. ::.:.::: : Attxer�can.;:bite: : " %Q :.::.;:... • .}: :..:.. :.:: '.::;» :.:: : : ...:.:.:? ?.:.:..;::.-:?.:.:.•:;:.;;::.;;:<.::,:,:.:...::.;;:.:;..:::.,. insuraace'ra .:: ,�' .. ,: ? :. ,.,,..:ram: oticv#;::;, ? . . :: a f ;::::;:>::?;:;:;«::::>.;:>...> >:::;:::;< <::::>: ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the cantractors fisted below whc have the following workers' compensation polies; :::..::...:,.:::,:,.. .......:.:::......:..::...:... •:..:. :... nine: ..::.::.::..... ....................::.:�•.� x, ,.,.::.:::::::.::.,...,•::.,.:::......... ::..:::: :....... address*: ,::.............. . ....:..:....�:.�,.:.�:�.,..::,.,.,:..:,,:x.,,,.::,.::::.:.}.:{.::..:.::.::.:<.::::?.}:.}:.:,:}::.:::?:?.:;.:;}::•:?; :<:<.<::>::;:::<:::»::;;::; t•: :::r..w::.:_:::.v::??•.v.v:::?:::•.:.{v:n�:::::. :.}:i}}}is?:ii:?•:??.}::::::.::4.:vw::.:.n.:....:.:A:T:?:7i....... .:^'., .:.}}:' .. ...:..:..:. ... ..............................................:...................�::.:•::::•.,•}:::•.�:.�:.,•.,:rx,.,........r.. .`X+:�..err... ...t•:..:^•.?•:>?q$?;?.,r..:'�KY::•::.. .....}x•?%?:•�»>m...t:.l?ktroavr.:»».,.}...f{... ..i.... ,•.v :::..:...:........:...:.:.::•:::•:....::::::..........::::• : ::::•::::::.;<:...}.......:•.,!•err ft.Z,r.....r,�,:<:. •:,. ..., ... •.t ,.......... .r.•.,, :•:?•i{:::•;:.v:v:' ..rn •: .,w.y:.,........••.�.::.v}r:,....v.w:v:4w:ni.,w.::::::..;..........................:................................::'•.:?•:•.v.•:.n.,.}},.C}rr-0C:•::h}X{jr,7;:n}=:n{.;}3.;:�}• ..T.,,•.v}. \:V. t.i. :::?:;w:v:::.�:::::.v::x:::;•:;•:r:; :;:y}}}::{?•i:???{;;h::%ii}:3:??ti•:L}'::iii:y:v:r.:v;..:......::: :v•v ..........v:........t"�...., :::•v. ...-v,:}x}ti., �}}.., ., t.o �k..,:r.:R:.err :,... ..{..•r:. .............,....:.�:•::.:�::::..:..::..... ?......d:....:..lv..:...�O.....:.:....�....:.:..:....�...C:.:.,..:C.:.v......:..tn...•::...w:�O..::.:::....;•..•}::..}.:..:.�.:..:..:�:...:..: ...... .•r..:.}:v�?:?:•.:::.:}::..:•:.. ;.:�..:+?.v:•.i;::..:}:i:•}i•.:•i:.:.!:�.?.}}:...rII:r, tomrem -:?:::?;?:•?..{•:��}?;•:}:?.:'}:i..::•Yv:.:;::^::�....}:v�::::•:::::�.::�:;::;::x.:•::.!:•;.•::::v.:<:.:..:ir.:.:::;:.i:,v..?::.:.,:•:..::;.v.:v:.:?•...:?��.?:..:.:•;.:}:.:�.::...it.::,.{-.::??.�..x;..":i..,�v.}.:}:...:?}:{.y:•v?}.':;.:•;•:.:w•}:..;::.w..;:::..;:.\.'n.:..w 5•.,..i:.;.•{:•,i.•�}.§:.�..:7t%."P•v.£..^W',.^.•:.."..�..�."...::.'?..;•?.}k:.,.:;..f,.>.};:,..,n}3.�..•...•x..!,:n,.?..n...».....:.....,.......,..,...,..:..::........•..::..:..:^..<r.....:...t...tv w:r:.....>:.:::',+..;:{....,"•...:....•.:y::£....}•.:;.',..:..:.•.:}...:.n....,O.v..'�},....�,t...h..:vc.t..,{..;•..P..t,.^:....!-4'.#.!.x..:...'".}..•".:.:-.^.�n..:'..?"..:,'.::{x:,:..:v i.;..^}..„t,.:y.::..•..::<...•k}.£c.:.:,..?.:v.$v??.•nk x:?...6r.fi...e:v:.x.�.v...v:,...i£n:.,•..:}y...3:•v.{..:.i{::..,ia,....v.wi.),..hN.',.:..',,}Ox:?..C:.:�N:.,,:r..}x,:..F.,'G..:P:.}}:t.::w'.:•.-.:.:N:...::.'w,to..;::.k.:�:r<..::a':i.4;..�.,.;.i,x}}:.i::.}.:i:.y:•.,?.::..:.i•�^u.::..�:.:�'l:: ..:,':••:.�::,?::�v:::..�:•.:.4.v%.,}na.::,,.::•:i.'t:..:v:..:::,Y.:i.z:..wi?.:.}:..'.},i:..•:•i:?..:v2..fi.?:..:r' :.:?.::i:.:..::i.H:!.:?::.:`.i:s..::..V,:.v':.:�.a....v}..',.;:".�.:vr..n::n..^:v.k.^::..:-v`?..'..•:..:i »<.�.;•:.:.i.::«.�"...:...�:::..-'i:•::.:: .::..: ............ }::.fiefs:v:•:::tiw>j4i}:?:j%tititiiti?ii^�i;inG:(:i:<ixH�w::Jri�". �w::� .•. .••••. .. - rtie:n':ii::`iihti::GiltiS::i::}::?:?ii?:i�!::i'ti:ii'i tiiv?::iiv4::Yi:ti4i:i{ii:?i??i:?{''•:�" ....' .;:.�:•:::..:•::�fill:....... ,...:.::..:..:.::..:y:::... ... .... :,.. ? i�'�i't>'^`'i'_`SC . ii? y.i? �>ci ....................................................................::.......................................................... #;••:a:�: :?`.i` ::::;:}`.::+i:::i:::::•:,.•,ter II]t11'aTtCC.'CO.�. ..�.�::.:..:,. ...........................,........... ..,.,•.,•::. .. ,...,,.t�•»x.•xx}„v.•.t•:}.:.;.}?}:::;:$;q::,'•,w:ai:;,:;r :;?:::�ii::>:�::::. :....:....................... a�t:Y ...........,:,}::::,...:.. .......... . .......:.:::. .. ..... Faihtre to secure coverage as required tinder Section 25A ofMGL 152 cast Ind to the impoad—otesfmbzd pendtin of a Am up to SI.Moo and/or one years'imprisonment as well as dvii penalties in the form of a STOP WORK ORDER and■fine of3100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage vertdeation. I do hereby certify under thr paLw and pena&Ea of perjury that the information provided above it&vP..mul co.-rect. Signature Data June 26, 2001 I'riatname Carl S. Riedell ��# (508) 428-6365 oiHcisi use only do not write in this area to be completed by city or town official city or town: permitmeense# ❑Building Department DI.icatsing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phoneM, - ❑other_ .mn..n 9195 PIA) FROM : RIVELL PHONE NO. : 508 420 0180 Jun. 26 2001 04:06PM P1 I' 1l PTAP4=i:0 4zUr4UZIALibU FA,iF ACDRD,, CERTIFICATE OF LIABILITY INSURANCE i fl6r05/o1 PRODUCER THIS CERITIFICATE,iS ISSUED AS A MATTER OF INFORMATION Dowling Er 0` Neil insurance ONLY AND WNFERS NO RIGHT$ UPM THE CERTIFICATE Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXT600 OR 9 Y ALTER THE CWSAAQE AFFORDED att THR POLICIES F3EI.OW. 222 Went Main St. PO Sox 1990 Hyannis, MA 02601 INWRFAS AFFORUNC COVERAGE INSURED. �,. �. -- —r--_._.. •---�— ._ L�-=V ERA:Zurich Insurance C>Dntgany USS Carl S. Riedall & Son, Inc. I,NRI,REP a:safety Insurance COmpany 778 Main Street 1,NsJHi:FQ American International Companies Osterville, MA 02655 COVERAM THE POUG MOF INSUPANCE ULSTM MOW HAS BEEN IME'D TO THE INSUMM NAMM ABOVE 11IC1R THE'POL CP FMCIO DMIOATED.NOTWITHSTANONG ANY REML1IREMENT, TRW OR COVDf=OF ANY CONTRACT OR OTHER D=AIENT WfTM 7 TO i6H"TAB CM FrATE MAY BE ISSUED OR MAY PERYNN.THE NSURATTCE AFFORDED BY THE PCLXZZ DESIMM HUM 19 SLJEW=T TO ALL TK TEWS,M(EILUNONSAND COAIOITIONSOF SUCH Ira AED,A1OMWATE LTWTe 840M MAY HAW RM REDUCED BY OND CLAPA. tTPE bP lX9URAXCE POUCYNUM8F71 r^ oitEY YLi eD Y fOY—�IRATDN •. LIMITS A 09NERALUABILW 1SCP38135902 105/01/01 05/01/0a EACtloccuRaENCo 4 ,_OOO 000 X COMMEROALOENMALOAPIJTV l ' I FASDAMAOFJAnyar.E of s300,000 CLAIMSMADg! 0001-R, ! i USOUP Aqy oneoereen) IS10,000 II !I%450NAL'A#LW;rQUFY 121,0004000 GErt=-RALAeaREGAre Ia 0 6ENLAC3SiREGA"EUI' APPLIESPEff MPR03U3T6�OINP/OPAffKi f 000 00 1 POUCYf :Jjim- 1 LOC 1 i 8 AUWMO3LEUAWLITY 2518323 �05/01/01 '05/0]/02 COMHINEISINSLEUMIY ANraJID 11 ! ;I� d+nu S1,000,000 ALLOWNEDAZO3 I i I ?o7!tTtwJaY IL X SOI,FDUL;3AU-G9 i i ` j B Ge►4dU X HFIRDAUTJ& + ROTIYIV.it:�r X NnN47WAEDAiITOS I I i ���er6�'QYnlj �S X rive Other Cori i PaoP��3AMAOE I i r9w&=Ianq ,8 3ARAGEUABILTY i - Ay-owtLy-FA Accgnrt ANYAJTD i I I 7-I'iFR'1AK GA ACC S 1 i AU'OONLYt ASS S riEXCE93LIAHILITT I ( sACHUt:CUHHrNCe 9 OCCJR 7 ;LA,MSMADE! i AmtliE9A_TE $ I s D97U. 21 A I S I � I RETEN-ION t Y Ig WDRIIERSCOMPENEATIOXAXD C69940 05/01 01 05/01/02 wrRTATI§ I EMPLOYERS'LIABINTY i J E L,M 0 H AUCI 9 MT 16500 00 F-L,01SEA3E-FA EMPIOY991 s500 000 i _L.DISEASE PO-ICYLIM17 $500 000 0E901"MOFOP +PAVONB/LOCATONS/VeMCLES;EWLLMONSADOEDBVENDORSEMiM;TXPEaAJPROVISIONS Operations gerformd by the named insured subject to policy conditions and exclusions. CERTIFICATEH=ER CANCELLATION SHOU4OANVWTHC ABOVE 0EUMREXIP0001nAGCANCTLI.T 9EMRFINEoffimmu Town of Barnstable Attn: DATE THFRSOF.THE 132U INS INSURBNW,LLE,NDFAVORTOMAILUL—e BWRITT0 Plumbing S Gas iNDrOETOINE0fiRnFCATE HOLD ER NAMED WTNELFiT,80fFAILURETODOSOSXALL 367 Main Street IMP03EN001LI CATION ORFIA3,uTYOFANYXINDUPONTHEIN9UREngISASENTOOR Hyannis# HA 02601 RfifRJW9NTA?V1r.. . • AUTHCQUZEDREPREHEeITAT1YE ACORiDWSRAM1 of 2 #522995/H22994 - �0ACORDCORPORATMIM BOARD OF SUILDINQ REGULATIONS ucensc ,CONSTRUCTION SUPERVISOR Nurinben cs 007VA 10/241*43 �uZ4/200f Tr. no 6853 ':Res 00 CARL S RIEDELL 178 SCUDDER IUD �.►..�► `�� USTERVILLE, MA 02655 administrator . - Ze 3 p Z Page I of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1 Project: Bed Bath&Beyond Contractor: RAS Builders Route 132 100 Ledgewood Place,Suite 304 Hyannis,MA f Rockland,MA 02370 Client: RAS Builders Date: 02/27/02 100 Ledgewood Place,Suite 304 Rockland,MA 02370 Temperature/Weather: Sunny Present At Site: Steve Armstrong,RAS Builders Work in Progress/Observations: 1.1 The reinforcing bars for tUe foundation wall at the front elevation from A-F were inspected.' Some minor corrections were made to the steel prior to the placement of concrete(i.e.,adding splice bars below the top of the piers and/or doorway and splice bars across the top of the pipe sleeve at front elevation. Action Required/Items to Verify: 1.2 We pointed out one location where missing wall dowels need to be drilled into place along line B- 3 (concrete to be placed at later date). Blair Budka Jack Wood,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas+ Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 N 11 NEWBUBY DESIGN ASSOCIATES SITE OBSERVATION REPORT , PROJECT: Bed Bath & Beyond(Shell Building) Hyannis, MA, MA FIELD REPORT NO:01 ARCHITECT: Newbury Design Associates, Inc. NDA PROJECT NO 01149 DATE: 02/26/02 TIME:8:45 am WEATHER: Partly Cloudy TEMP RANGE: 45-505 PRESENT AT SITE: J. Purcell/BB&B J. Sunderland/RAS S. Armstrong/RAS I" v D. Michniewicz/Coastal J. Onorato/Newbury Design Associates �( WORK IN PROGRESS/OBSERVATIONS: 1.01 Site has been prepped by Developer/Owner's site contractor and brought up to rough glade. 1.02 Building perimeter has been excavated with exception of access point along front wall; B-line. Interior column footing locations have been partially excavated. 1.03 Soil and compaction testing is being conducted by Coastal Engineering. (Reports attached). Under-slab gravel material to be specified by Coastal. 1.04 Approximately 95% of the perimeter wall footings have been installed. Footing at building access point on B-line and outer retaining wall at loading dock have not yet been installed: 1.05 Interior column footings have not yet been installed. 1.06 Reinforcing steel and foundation wall form installation in progress along B-lirie from approximately ..f 4 to 5 lines and along 5 line from B to E.3 Fines. 1.07 A reinforcing steel installation inspection is scheduled for Wed.,2/27 prior to the first wall pour which is tentatively scheduled for 2/28. 1.08 The rubbing of the exposed foundation walls was discussed. Areas where the walls are exposed; i.e.; loading dock, shall be hand rubbed immediately after removal of forms. 1.08 The testing and inspection procedure was generally discussed. The program of testing' ' procedures as per the direction of the Structural Engineer, is attached. 1.09 The veneer brick submitted has been approved. The contractor shall construct sample panel with all masonry components for approval, per the specification. A credit for the difference between the specified brick allowance and the approved material shall be submitted by the contractor. 1.10 Contractor to coordinate transfer of builder's license on both building permits with the building department. 1.11 The next site visit is scheduled for March 12, 2002: N 11 A NEWBURY DESIGN ASSOCIATES ACTION REQUIRED/ITEMS TO VERIFY: None this report. ACTION ITEMS OUTSTANDING: None this report. ATTACHMENTS: 1. Soil Inspection Reports# 1 &2. 2. Program of Testing Procedures. I REPORT BY: rK.10norato, DATE: 02/27/02 J se AIA s SOIL INSPECTION REPORT # I GI ING , To: Joel Sunderland COMPANY,INC t RAS Builders,Inc. 100 Ledgewood Place,Suite 304 Route 6A ,r e�� _.'Orleans,MA02,653 , Rockland,MA 0�370 j Project: Sailfish Partners/Bed Bath &Beyond Job No: C14845.02 PHONE Yh 508.255 651i „r4 . Location: 621 Iyannough Road Date/Time: 2/20/02 9:00 AM Orleans 3 Hyannis, MA 508.48 7.9600 '�. �r Provinoetown `' REPRESENTATION I 508.778.9600 ° Hyannis Contractor: Steve Armstrong, RAS Builders, Inc. Owner: Not present :i 508.255.6700 Estes Y Soils s Inspection at Bottom of Footings info@ceecod'com P g wE8 srn? A visual inspection of the soils at the bottom of excavation for foundation footings was t , wwwceaapecod com made as required by the Contract Drawings. Soils were inspected along southerly end of athe easterly foundation wall,the southerly and westerly foundation walls, and the l ExctrrEER>zvc westerly end of the northerly foundation wall, from about the intersection of column lines 1.0/C2 to 4.0B.0. Soils were also observed along the bottom of excavation for the 1 Sanitary ;= retaining wall on the southerly side of the loading area, and the excavations for the Structural f interior column footings. ; F.nvironmenral , - 's�'�` The observed soils were generally consistent with previous onsite soil samples, being site graded, gravelly coarse sands. Along the southerly and easterly wall,the soil consisted { Lawn SURVEYING.= r s of a more uniform coarse sand. A sample of said material was taken for determination of T�crcnr SxvicEs maximum dry density. The soil beneath the retaining wall was observed to be a medium j . C6 NSULTANTS r to coarse sand,and a sample of this material was also obtained to determine maximum 1 dry density. - x5 Field density testing of the soils was being conducted at the time of the soil inspection. COASTAL ENGII�ING �-` g a p cdm to help our. s, clients achieve then h Submitted by: , goals We do th,s by , undernandmg our., � S 2002 � clients'seeds,by ;; } Q 7 undetstandmg issues thaiimpacttbe�r Da3d J. Iich ewiez,_P.D ' . CO %�enn cc: Gary Blazis, Sailfish Partners Limited Partnership Sheldon Cantor,Bed Bath and Beyond sohmons - r� . Joe Onorato, Newbury Design Associates, Inc. \WauseAaccounting\DOC\CI4800�14845V 4845.02\Soillnspection#1_02-22-02.doc SOIL INSPECTION REPORT # 2 y �y t 1 n l7 RIND: To: Joel Sunderland COMPANY,INC RAS Builders,Inc. 260 Cy, 100 Ledgewood Place,Suite 304 ? Route 6A Rockland,MA 02370 � Otleaas,'MA 02653 � " Project: Sailfish Partners/Bed Bath &Beyond Job No: C14845.02 PsortE ' 508.255.6511 Location: 621 Iyannough Road Date/Time: 2/21/02 10:40 AM a Orleans Hyannis, MA 508,487.9600 ,, pwn j REPRESENTATION 508.778.9600 t Hyannis Contractor: Steve Armstrong, RAS Builders, Inc. 1 FAx Owner: Not present a 508.255.6700. E 4ALIL •... info@od com Soils Inspection at Bottom of Footings X iw WEB S r www.ceaxpecod.c om A visual inspection of the soils at the bottom of excavation for foundation footings was t -� made as required by the Contract Drawings. Soils were inspected along northerly end of the easterly foundation wall and the easterly end of the northerly foundation wall, from about the intersection of column-lines LO/C2 to 3.4/B:O. The section of northerly { . cirrc foundation wall between column lines 3.4 and 4.0 was unexcavated. CW Sanitary , j Structural The observed soils ranged from graded,gravelly coarse sands to a more uniform coarse Envitonmetiral sand, and were generally consistent with soils observed in the previous inspection. Rain Marine had occurred overnight and in some locations along the excavation, particularly along the Site easterly foundation wall, a thin, silty residue was observed at the bottom of excavation. f Lnrto SL>RvrrxINc Steve Armstrong of RAS Builders was instructed to remove the silty residue prior to i I�cIWncnt.SSi MCM . forming and placing foundation footings. 1i TONSULTAN'I5 00 ENc>N> INc Submitted by: e>asts to help out x�0,� , 1 clients achieve R 7 5 goals We do this by ,�" r B LN C . � , dients'needs °"r D J.0chn'ewicz,P:E. junderstanding the",,': i issues,that Impact their ` proiects;'and by ' a cc: Gary Blazis, Sailfish Partners Limited Partnership:11 pi r Sheldon Cantor, Bed Bath and Beyond consult"end Joe Onorato,Newbury Design Associates, Inc. ''and surveying a �„ A BolLLtlOnS. A ti :A \WauseMccounting\DOC\C1480OV 4845V 4845.02\Soillnspection#2_02-22-02.doc 02/26/2002 TUE 14:53 FAX 7817939922 AMOLINS STRUCTURAL CONSU NEWBURY DESIGN 0 002 i Pagel BED BATH & BEYOND HYANNIS, MA PROGRAM FOR TESTS AND INSPECTIONS STRUCTURAL STEEL 1 Review current certification of welders to be employed$in work to determine whether AWS qualification tests for the type of weld being performed have been satisfactorily passed . 2. Perform visual inspection of welds. 3. Record types and locations of weld defects found in work. Record work required and performed to correct deficiencies. 1. Field-Bolted Connections: One-half of the bolts in twenty percent of the connections will be tested by the Testing Agent for Tension. If one bolt in , the connection fails the test, all bolts in the connection will be tested. 1f more than five percent of the tested connections have a bolt which fails the tests, additional testing will be done. The additional tests shall be the testing of twenty percent of the untested connections in a similar manner. If five percent of these additional connections have a bolt which fails-the .test, all remaining connections wilfbe tested. 4. Review calibration of bolt tightening equipment. REINFORCED CONCRETE MASONRY I- Review mortar,type per spec cations,in the field. 2. Perform mortar compressive strength tests. 3. Perform masonry grout compressive strength tests. 4 Inspect size, strength, spacing of all vertical and horizontal reinforcement. Amolins Structural Consultants, Inc. February 26, 2002 1200 Providence Highway, Sharon, MA 02/26/2002 TUE 14:54 FAX 7817939922 AMOLINS STRUCTURAL CONSU NEWBURY DESIGN 003 'Page2 CAST-IN-PLACE CONCRETE 1. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 50 (yd)3 of concrete, nor less than once for each 6000 (ft)2 of surface area for walls or slabs (in calculating area, only one side of slabs or walls should be considered). 2. Inspect size, strength, spacing of all vertical and horizontal reinforcement' F. Amolins.Structural Consultants, Inc. February 26, 2002 1200-Providence Highway, Sharon, MA QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 08/06/01 PERMIT NUMBER 54657 PARCEL ID 311 004 .621 IYANNOUGH ROAD/ROUT PERMIT TYPE BUILDC COMMERCIAL BUILDING DESCRIPTION NEW 20014 RETAIL BUILDING CONTRACTOR PERMIT FEE 3893 . 63 VARIANCE STATUS A ACTIVE / (v� CONSTRUCTION TYPE 327 GROUP TYPE 1 APPLICATION 07/19/2001 EXPIRATION VALUATION 638300.00 DATE ISSUED 07/19/2001 JMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- r i (N)EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F)EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT } This value is not among the valid possibilities 7 5 PENTAMATION-------------------------------------------------------------08/06/01 PERMIT NO 54657 PARCEL ID 311 004 621 IYANNOUGH ROAD/ROUTE PERMIT TYPE BUILDC DESCRIPTION FEE CODE FLAT/BASE FEE TOTAL UNIT COST AMOUNT PAID COMVALUE 0.00 3893 . 63 3893 . 63 r TOTAL CHARGES FOR PERMIT 3893 .63 CTRL-0 UNITS CHARGED/ CTRL-W PAYMENTS/ CTRL-V VALUATION/OTHER UNITS/ ESC EXIT QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 08/06/01 PARCEL ID 311 004 GEO ID 22999 LOT/BLOCK DBA PROPERTY ADDRESS OWNER SAILFISH 621 IYANNOUGH ROAD/ROUTE PARTNERS LP HYANNIS 58 MAYO DRIVE NEEDHAM MA 02192 PHONE DISTRICT HY DEVELOPMENT STATUS C ASSESSOR'S CODE CAPACITY(NOTES) ZONING DIST/ZOC S SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE '65340 OPER/MGR NAME WET LANDS MULT ADDRESS USE 301 PROTECT DIST GP (N)EXT / (P)REVIOUS / NO(T)ES, / PER(M) ITS / (V) IOLATIONS / (G)EOBASE / (E)XIT 6-29-2001 1 :42PM FROM HYANNIS FIRE;RESCUE E08 778 6448 P_ HYANNIS IFME YD]EPARTMENT YAN S 95 HIGH SCHOOL RD.EXT.HYANNIS, MA.02601 MAI IC4 L HAROLD S. BRUNELLE, CHIEF S*E )`� nPeBgIRrPAE MOW AWARENESS OFPIRE EduWIDn 6+ IFI tE PREVENTION BUREAU � BUSINESS PHONE:(508)775-1$00 FACSIMILE PHONE.(508)778.6448 �r LT.DONALD*L CIWE,JR.,CFI I.T.)ERlC F.KUBLM CFI FIRE PREVEN-nON OFFICER )Eaki MEVENTION OFFICER THIS FAX IS GOING TO- .....................`` . .. .. .c' �"......................... ..... THIS FAX IS BEING SENT BY: ............ �. ;................... . . ... SUBJECT OF THIS FAX. FDATE: FAX NUMBER: NUMBER OF PAGES: . ....... �.....�� v............................... ............ {1uC>-l� S COVER NOTES: .............................®......... --...:�� ...... �.l ............ NOTES: _ - --- — — — 1.EXISTING BUILDINGS,SITE IMPROVEMENTS,UTILITIES, 't 1 DRAINAGE SYSTEMS,AND SEWAGE DISPOSAL SYSTEMS - (EXCEPT AS NOTED)TO BE DEMOLISHED AND REMOVED. , .. r_.. ROAD I ALTERARON PROPOSED ROAD ALTERATION NIGH77NGALE LANE(40.00 FOOT 1110E PRIVATE WAY) 2 DRIVEWAYS AND ISLES TO BE BITUMINOUS CONCRETE TD BE DISICNED IN ACCORDANCE WIN . PAVEMENT.PARKING SPACES AND LOADING AREA TO BE ;.TIME-700'OF-BARNSTABL£-REGUBAiLQNS._._._..._._._ PERVIOUS PAVERS: •-'-O � � --_..MINING WAD. __ - - . 3.REFER TO DRAWINGS BY JOIN R.PERRY,LID FOR SITE /I — — — — —_ . 1 —7 — IS'29'35 w PAVED APRON LIGHTING. �Iz75'65'w STOP 4.REFER TO ORAWNGS BY FRANCISCO TAVARES.INC,FOR LANDSCAPING. � I DEMIPSTEi ON M .� / I CCND1'E7E PAD n } (, ASSESSCRS.MAP 311 WITHIN FENCE - l d PARCE[6 ��� \ ^WL N/F CORP BROTHERS,INC. TRAFFIC SIGN KEY AssEsso9s MAP nr / PARCEL 7 - 1. STOP N/F KINTHROP KILSUR,-JR. 2. DO NOT ENTER / ti is G \.\'` _ ;` .�\ \ \ ASSES MAARCEL P 311 I. 3.KEEP RIGHT \ \ 4. NO LEFT TURN N/F CORP BROTHERS,INCING I 5. HANDICAP PARKING PLAN DATED ` \\` BENCHMARK TOP STOVE BOUND i 6. HANDICAP PARKING/VAN ACCESSIBLE ELEV.=51.22 NGVD 'AS N D ON BAXIER&NYE 97E i AUGUST 23,1996 s Isn'os'w za000' \ � ,STs�roS «L ..� `s Isms-w sna' n.a'. . — — v / AIN LINK FENCE W/GATE t PROPOSED 20,014 s.L BUILDING \\ ASSESSORS MAP 311 [ t \\ \ FLOOR SLAB ELEV. = 52 0 �\ PARCEL 95 I .. ` _ N/F RICHARD A.SULLIVAN r " BITUMINOUS CONCRETE PAVEMENT J NEW BITUMINOUS . .. / ` REMOVE PAVEMEM. CY .. \ I r LOAM AND SEED TICK. ' . . 1 SPA- 1 , NEW VERTICAL GRANITE CURB - 1 ASSESSORS MAP 311 _ I . _I EXISTING CATCH BASIN& : �. - �• ` _. ...: .� PARCEL 9.. MAN HOLE TO REMAIN 2. t , - SEA 3 SPA d015 N/F RICHARD A. SULLIVAN CQNCR£TE CURBING TO BE EXTENDED - �,.. GRANITE CURB ^ - TO PREVENT LEFT TURN � � � N 12•VA .C.RAMP(TYP.) . .•-DROP TOP OF CURB DENOTES TRAFFIC .,� �^ HE STOP / NEW VERTICAL AT SIDEWALK(TYP.) CONCRETE DIRECTION(TYP.) $ UNE (TY9.) DROP TOP OF GRANITE CURB CURB(TYP.) I. CURB TO \ 1/2-ABOVE ' PAVEMENT SAWCUT AND REMOVE - 1 f T EXITING DRIVEWAY PAVEMENTI23 SPACES � � I NEW VERTICAL r —..- ---- ----- - -- .----_—..----- - - - - GRANITE CURB - - --- RERMA115SI TO OF ABUTTER IS REWIRED TO OF ABUTTER �I \Y3- 4'WIDE BITUMINOUS i THIS PORTION OF SIDEWALK ASSESSORS MAP 311 6•PImE YELLOW s qcy I PARCEL 8 PAINTED STRIPES CONCRTE SIDEWALK(TYP) CH(ISTMAS TREE PLAZA SPACED 2-D.C.(TYP.) __-_ __..._ EZIKIAN, IRS __._.-.._, ._. --.-_-_._-g�-r -_.._ ... ..-_ __._.-___- -N/F DORE r - ,RECEIVE D EN BIL ) i �J' T _ r l_ - r $ j�� r 4 1 � NOV p 9 Z000 TOWN OF BARNSTAOLE ' � 1 BUILDING DN. PLAN EXISTING MOTEL SITE1 NEW PROPOSED IMPROVEMENT SCALE: }'= 20' _... ....... NPERMGUS AREA IMPERVIOUS AREA - BUADING AREA 13.120 S' 2OX Sta NG AREA 20,0T4 SF 26X . a.. I I/09/00 MOPE ROM SIM a ADD NOTE REpADOIO SAND DJM/MAP } CONCRETE POOL AREA 1,9J8 3 31< PAVED DRAEWAY AREA 19,950 SF ZTLL - 3. 10/23/00 REVISED SITE LAYOUT FOR Z9A CONCERNS DJM/MAP PAVED PARKING AREA YLJ84 S' JS>< PAVED SIDEWALK AREA 1.541 SF 2i - 2. 1/18/00 REVISED SITE LAYOUT DJM/MAP. . TOTAL 37.420 S ) 58X TOTAL 41,505 S' S41< 1. 11/30/99 LOADING DOCK DW/� ' PARKING REQUIREMENTS PERWOUS AREA PF32NOUs AREA w a n C14845.0 { ,a�ti� - SITE DEVELOPMENT PLAN ,•_2D `{BUILDING AREA =20,014ts.f. L PQtNOUS PAVER PKG AREA f7,.M 5F 22K GROSS FLOOR AREA= 19,600tsf. . STONE PARKING AREA 3.113 S' Sf[ PERNOUS PAVER DOCK AREA 1,515 S' 21L 6 9/99 I PARKING SPACES REWIRED=[19,600 s.f.x 1 SPACE/200 s.f.)+ } SPACE/BUSINESS=99 SPACES m I UNIT/WOOD AREA 26,IB6 S 37K PLANTED fIt@J AREA t8,959 SF 22S atcHN� MAP PARKING SPACES PROVIDED= 99 SPACES ° SAILFISH PARTNERS, LP 1 HANDICAP SPACES REQUIRED= 4 SPACES(1 VAN ACCESSIBLE) • torsi 27,299 SF 42W TOTAL J$892 3 46X S, HANDICAP SPACES PROVIDED= 4 SPACES(2 VAN ACCESSIBLE) A: 1 rcANOL1GH ROAD NYANN6,MA c14845TtEV.DWG - - PARCH AREA Q\�/ ,L FORMER MOIST SITE(PARCEL 4) 84.719 SF 94s _ ( COASrALENGIlVEERIlYGC40, PARCEL AREA L NIGIT7WCALE 97E(PARCEL 89) 77,39'S' 16)< PROFESSIONAL ENGINEERS d LAND SURVEYORS SD-2 • TOTAL 64,719 SF 1007i TOTAL 77,397 SF f00>< - ® 260 GruntleT High-y Or wm. M A 02653 SOB-ZSS-&S 11 FAX:30a-255-8700- ©CEC 2000 - ,�•,,,.• w PLAN REFERENCE: 'Ju s26 PLAN BOOK:238 PAGE:3 DATE MAY 27,1970 - - - - 510 52.6 ko + •, PLAN BOOK:216 PACE:137 f 2 - 52,1 • - - - aDATE:JANl1ARY 1967PUN BOOK.335 PAGE:80 3.75,,, so7 3'B- 9 DATE:MAY 27, 1970 - - NIGH7INCALE LANE(40.00 FOOT WIDE PRIVATE WAY) " 50.6 , NOTES: .zz4.o ° 1.THIS PLAN IS A COMPILATION BASED UPON A 2s7.6/ •25a,. r ! ss.7 ..52.2 �•. I s,.fi .$1 3 50.6 -- FIELD SURVEY BY COASTAL ENGINEERING CO..INC.. �/ ,/� /5<a 5_.6 - _ - _51.1. \t _ A BAXTER AND NYE SITE PLAN DATED 8/23/96 / / 525 \- 3 1979'33•W 3,mw W 5t,0 . AND THE BARNSTABLE G.I.S.SURVEY. I.S4.i 3 2.8 "Ws,9 ,.s• _ i .5,.3 - 9a01, 2.ELEVATIONS RELATE TO BARNSTABLE /��g] i s1.9 STAl1ON 425M 1929 MEAN SEA LEVEL DATUM. �"/ /5b6 _ b 5'..7 - 5,.. I ASSESSORS MAP 311 AS SHOWN ON BAXTER 3 NYE SITE PLAN a/( /a / 1 I St, PARCEL 6 . DATED 8/23/96. II /! //1s !I _." t I o. N/F CORP BROTHERS INC. 3.PARCEL IS IN FLOOD ZONE C BASED UPON -- 0 - ASSESSORS MAP 311 Fp,U FIRM COMMUNITY PANEL NO.250001 OOOSC / , $� .PARCEL 7 - - • i s,s ASSESSORS MAP 311 - REVISED:AUGUST 19,19M N/F i19VTNRLP NNLBUR,J?.- 51 2 �f BPR PARCEL 8 F TRUST - f -5r - I N ASSESSORS MAP J11 4.PARCEL IS E ZONING PROTECTION OVERLAY B h DISTRICT AND ! 15:.e AREA-IZ678 a.L3 GROUNDWATER PROTECTION OVERLAY D67RICT. It / �g}'1 �ALG'p:wmC AREA - - - ! PARCEL 96 . N/F CORP BROTHERS,INC 1 3.2 • Aa. 5<.6 B 5.0 -• ` I BLNCHMAR1.-TOP STONE BOUND •54' , 1'- _ . ._57 --I 52.0 S:.t I i ___ ON BAXTER k NYE 7E PLAN DATED r E p 52.5 / ~ - - - •52.7 -t,oa___- AUGUST 23.1996 - - J _ •51.2 5 •5,., 51.1 ,y 3,iSY706•W 20000• 50,06' 11.47 5 4 .9 51.5 �� .$1gyp5_W 52.5 5 1317p5:1W / `Y 54.1y 53.6 5 +S26 Si.p_ • IBL69' S7. '.52 '50.9. Y•I 6 AAWT' I MST!t00R - +5,.8. - - 7 / J / _ Ir53 7 •uDRI 6vaMle / ti' •/,., / \ wocc - b W ``$ 4 §1/ ]•� TOP sMaAtx rY E<Sl uu11s i o 5,.1 d ASSESSORS MAP Jill Q D ?a bh?( _ I ,l PARCEL 95 / *54.9 _ c2�hg`� 5 -- �--` qiN R� p}FNulc__-_� -�_50-E- �CONO¢1E WAtCWA,,�• ., %•;I' 51.1 ..50.8 \ 50.9 y NA RICNARD A SULLIVAN / /19D/a0 tAnv _�_72{_ ___._- _-rst).p.__-___---50-3 +Sp,B- 50.8 0.' mm o. '9'Q � / 0 ` 5C9 1" s, i ASSESSORS MAP 311 ��2 .T-----� PARCEL 4 \ 1 / _ - S._ AREA-64,719 a:(..f C 1Taenr 53.2 N/F SAILFISH PARTNERS LIAITED PARTNERSHIP �T'�lp '� - 50.6 - I n'b •:56.2•'S6 55! ( W PAVED DRIVEWAY 52.4 ,i•'S2! CMS�D ISLAND PAlbaNG AREA \ G+.ASD 1$<ANG - e 51.7 - . ��//55.] - s 5,.5 *51]r 5:., y 50.8 '•I z'i 1 50.9 I ASSESSORS MAP 311 5<. .s S.55.3 S,DNE PARJDNG AREA PARCEL 95 (E-mc) 1 I g I NA RIC HARD A SULLIVAN �9.0 <.a /• CA,E3 3.3 3.9 55.2 / 53.e' .. .. TIN 'S I 1 50.7 3 g .CD\'C4EIE WAENWAv 51.3..1 6 I .. - sq.e � DONEIs¢ 53.� - •i; ;/,: 'i. / •!.:7 !� ';•`.',. ''i. •!' I 1 pox POOL r AREA Na 3E: FwS nMR" .� � ,s2os•• i sr u •/ ELI 52.8 - lo,SIDE / d r 1 _ I - • 1 T S1.2 I II M.50/<IP 52.9 �._ /• .52.6-. 335 _____ c6'6._.�_-__. ___.-.-5,•.B-_._.- �• .50cT-. ._.= �S.r VERGE OF PAVEMENT-CONOIEIT WALL' - EDGE(7 PAVEMENT ss.2. - ASSESSORS MAP Ji1 \ - _ t, _ _ PARCEL 843.7 I - - GIRISIMAS TREE PLAZA 5.9 .. � • N/7-DORL774 BREDA7AN,1RS 56.9 I PAVED PARKING AREA• 5, MED PARKNG AREA /�' 11 �Q Z 13,1 5 ��S4.9 - _,. 55.7 PLAN (( 5J 2 SCALE: 1'= 20' jr LfGEND S.• 556 �] .. /150 a 1/2 UTILITY POLE/NUMBER~ ,HYDRANT 55.9 - 55.8 56.2,51,5 f<, CONCRETE/STEEL COVERS PHONE BOOTH _ WATER VALVE5.0 ..NIGHT POST I HEREOF ANCNFY THAT E S PLAN WAS PRACTICE .1a,EXISTING CONDITIONS PLAN "c14B4 DL ACCORDANCE WITH CC THE STANDARDS OF PRAGTK:E».. - -•-'. CHAIN LINK FENCE ..-.. OUMPSTER - - 'GOVERNING ORAL ACCUMULATION SURVEYS. s t. 4 STOCKADE FENCE CONCRETE/STONE MONUMENT FOUND A7 rM � SAILFISH PARTNERS, LP " 6 D� POST d ROPE FENCE CATCH BASIN _ P d1 SIGN 00 621 rYANOUGH ROAD HYANNIS.NA C14845.DWG s5.e j PL5 ,„F5e �i 6.7 C+OASTALE-L NGIlVEERINGCLO. rofessional Engineers & Land Surve�rs SD-53.9 - - - - - .I 56.0 _ 260 C,nnDerry FGghway Orleans.MA 02653 1 _ TEL:309-25S-63tt i'A%:508-235-6700 ©CEC 1999 i s I wWs � � N � � o V C 'j All v� G•� 8�1/��/sT.9C3 =� .�Lr9ic%c/%�c/G dOi9.2,L7 JUN