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HomeMy WebLinkAbout624/640 IYANNOUGH ROAD/RTE132 C),eewir � 3 • � e o ' t� i 'yJf //�/fin/� ///(//! / 4 ��" Y 1 1 I [(.' I I 3 �C /� i Perry, Tom ' From: Anderson, Dave Sent: Monday, April 23, 2012 11:02 AM To: Perry, Tom Cc: Shea,Sally Subject: 624 lyannough Road--= 'Circuit.City'bldg Spent the last several days in contact with various people associated with Harbor Freight Tools, the realty company, and others. After discussing the situation, and checking the existing sewer line on the property, I am now satisfied with the sewer connection at 624 Iyannough Road Hyannis. There is no need to further hold up the issuance of any permits 'for the property, for my purposes. . Thank you for you department's• assistance and °cooperation in this matter. Dave Anderson Constr Proj Inspector Barnstable DPW t C 1 ff k of BAA,s CAPE COD COMMISSION v �� 3225 MAIN STREET P.O. BOX 226 * BARNSTABLE, MA 02630 2r9ssACHUs� {508)362-3828 FAX(508)362 3136 E-mail: frontdesk@capecodcommission.org z _ PRELIMINARY CERITIFICATE OF COMPLIANCE 1 t t Date: May 20, 2008 To: Attorney Michael D. Ford, Esq. a 72 Main Street P.O. Box 665 ; West Harwich, MA 02671 From: Cape Cod Commission Re: Change of Use/Limited DRI Enabling Regulations, Sections 3 and 4 4 Applicant: Berkshire-Hyannis, LLC 41 Taylor Street 4tn Floor N Springfield, MA 01103 f m Property Owners:' MDM/Hyannis Property LLC and Star Nominee Trust " CV Project: Circuit.City Redevelopment Project 624 and:640_I_yannoughxRoad-(Route 132) Hyannis, MA 02601CD y { w " ran' Project#: TR-07020 Book and Page: 5490 .97 Map and Parcel 311/12 and 311/13 Lot and Plan: Lot 10;LCP.25266D Certificate of Title: 1.85653 I hereby certify that Berkshire— Hyannis, LLC, applicant on the above referenced project, . properly complies with the Limited Development of Regional Impact (DRI) decision dated February 7, 2008, as amended by Minor Modification #2 decision voted on April 24, 2008 for the proposed Circuit City Redevelopment project. All conditions of the modified Limited"DRI decision that are required to be met prior to issuance of a Building Permit have been met.' 2 COMPLIANCE WITH RELEVANT CONDITIONS The Applicant has: • Requested and received a Preliminary Certificate of Compliance from the Cape Cod Commission (condition G7). • Submitted for Commission staff approval a draft landscape maintenance contract (condition CC1). • Submitted for Commission staff approval plans for any proposed signs (condition CC4). • Obtained a decision from the Town of Barnstable Zoning Board of Appeals regarding the 100-foot front yard setback (condition CC5). • Submitted the finalized Stormwater Operations and Maintenance Manual for Commission staff approval (WR3). • Provided the Commission staff with evidence that condition T1 has been addressed. In addition, the Limited DRI decision has been recorded (condition G9). ISSUANCE OF PRELIMINARY CERTIFICATE OF COMPLIANCE In regards to the requirements set forth by the Limited DRI decision of the Cape Cod Commission, as modified, the Town of Barnstable Building Commissioner is hereby authorized to issue a Building Permit for the Circuit City Redevelopment project. 71 Paul iedzwiecki, Executive Dir o Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss 4, 51A0 , 2008 Before me, the'undersigned notary public, personally appeared in his capacity as Executive Director of the Cape Cod Commission, whose name is signed on the preceding document, and such person acknowledged to me that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was personal knowledge of the undersigned. 2" Notary Public My Commission Expires: /0//c3 f l Preliminary Certificate of Compliance—Circuit City Redevelopment 4� F of B, &,,PE COD COMMISSIOI` O 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 '9ssACH13 (508) 362-3828 FAX (508) 362-3136 E-mail: frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk,Building Inspector, Town Planner, Planning Board, Conservation Commission, Board of Appeals,Board of Health, Chief of Police, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Circuit City Redevelopment Project Modification to the Development of Regional Impact Decision- DATE: April 29, 2008 Enclosed please find a copy of a modification to the Circuit City Redevelopment Project . Development of Regional Impact Decision that was approved by the Cape Cod Commission on April 28, 2008. Should you have any questions, please.do not hesitate to contact our office. 1 �- I= -of Bps r VE COD COMMISSIO'`� � i p _ _ � 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 (508)362-3828 SACH'0 FAX(508)362-3136 org Date: April 28, 2008 To: Michael D. Ford, Esq. 72 Main Street P.O. Box 665 West Harwich, MA 02671 From: Cape Cod.Commission Re: Change of Use/Limited DRI Enabling Regulations, Sections 3.and 4 Applicant: Berkshire-Hyannis, LLC 41 Taylor Street 4th Floor Springfield, MA 01103 Property Owners: M.D.M Realty Trust and Star.Nominee Trust . Project: Circuit City Redevelopment Project 624 and 640 lyannough Road (Route 132) Hyannis, MA 02601 Project#: TR-07020 Book and Page: 5490 97 Map and Parcel: 311/12 and 311/13 Lot and Plan: Lot 10, LCP 25266D Decision of Cape Cod Commission The Cape Cod Commission (Commission), through its Regulatory Committee, hereby approves the application of Berkshire— Hyannis, LLC, for modifications to an approved Limited Development.of Regional Impact (DRI) decision. The Limited decision dated February 7, 2008 for the Circuit City Redevelopment project is hereby amended by a vote of the Regulatory Committee on April 24, 2008. All findings and conditions attached to the original decision dated February 7, 2008 continue to apply except as modified herein. Modified Findings T3. As stated in transportation finding T2, the Town of Barnstable would acquire the Traffic Mitigation Properties and prevent any future development, including town sanctioned parking, L� r ' 2 with the exception of a license agreement by.the Town for overflow parking for seven spaces on the 0 lyannough Road parcel provided such license is revocable and does not interfere with future roadway improvements at that site, from occurring on these parcels and the parcels that shall be secured such that no motor vehicles can park on the site except as specified by this finding and condition T3 of this decision. The 2002 RPP allows the donation of vacant developable land (MPS 4.1.2.7) and MPS 4.1.2.8) to offset the trip reduction requirements and to offset the mitigation required for congestion. The applicant is requesting that this parcel of land (545 lyannough Road) offset both RPP requirements. The RPP requires that these parcels of land either be held by the Town Conservation Commission or have a permanent conservation restriction placed on the parcel The parcels of land (identified as 0 lyannough Road and 545 lyannough Road) are shown on an. undated plan titled "Existing Conditions, Barnstable, Massachusetts" prepared by Vanasse Hangen Brustlin, Inc. Modified Conditions T3. As stated in transportation finding T3, the Town of Barnstable shall use best efforts to secure the Traffic Mitigation Properties located at 0 lyannough Road and 545 lyannough Road such that no unauthorized motor vehicles can park on the site. Notwithstanding the provisions of this condition, of any Findings in this Decision that may be construed to the contrary, the Town shall have the right, in its sole discretion, to enter into a license agreement on such terms and conditions as it deems appropriate, which license agreement permits parking on the 0 lyannough Road parcel by the abutting property owner for up to seven (7) spaces, substantially as shown on the attached sketch, provided a copy of such license agreement is filed with the Cape Cod Commission, and provided such license does not interfere with the Town's ability to implement the necessary roadway improvements at the site. d rank Hogan, Chair, egulatory Committee Da e COMMONWEALTH OF MASSACHUSETTS Barnstable, ss , 2008 Before me, the undersigned notary public, personally appeared (,1�17�H' in his capacity as Chair of the Cape Cod Commission's Regulatory Committee, whose name is signed on the preceding document, and such person acknowledged to me that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was personal knowledge of the undersigned. Notary Public ,. OFFICIAL SEAL My Commission Expires: -'- LINDSAY DAWN STRANGER S M=� NOTARY PUBLIC ` a COMMONWEALTH OF MASSACHUSETTS ' v My Comm.Expires Dec.14,2012 Type#2 Modification Decision—Circuit City Redevelopment • f� 9 ' CAPE COD COMMISSION O 3225 MAIN STREET 1;t _ _ * *' P.O. BOX 226 F t r` rA BARNSTABLE MASSACHUSETTS 02630 ?P'flr CAUS�C 508)(508)36283 36 � J E: 31, FAX E-mail: frontdesk@capecodcommission.org F TO: Town of Barnstable Town Clerk,Building Inspector, Town Planner, Planning Board, Conservation Commission, Board of Appeals,Board of Health, Chief of Police, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Circuit City Redevelopment Project Modification to the Development of Regional Impact Decision DATE: April 29, 2008 Enclosed please find a copy of a modification to the Circuit City Redevelopment Project Development of Regional Impact Decision that was approved by the Cape Cod Commission on April 28, 2008. Should you have any questions, please do not hesitate to contact our office. 1 n • 2 with the exception of a license agreement by the Town for overflow parking for seven spaces on the 0 lyannough Road parcel provided such license is revocable and does not interfere with future roadway improvements at that site, from occurring on these parcels and the parcels that shall be secured such that no motor vehicles can park on the site except as specified by this finding and condition T3 of this decision. The 2002 RPP allows the donation of vacant developable land (MPS 4.1.2.7) and MPS 4.1.2.8) to offset the trip reduction requirements and to offset the mitigation required for congestion. The applicant is requesting that this parcel of land (545 lyannough Road) offset both RPP requirements. The RPP requires that these parcels of land either be held by the Town Conservation Commission or have a permanent conservation restriction placed on the parcel. The parcels of land (identified as 0 lyannough Road and 545 lyannough Road) are shown on an undated plan titled "Existing Conditions, Barnstable, Massachusetts" prepared by Vanasse Hangen Brustlin, Inc. Modified Conditions T3. As stated in transportation finding T3, the Town of Barnstable shall use best efforts to secure the Traffic Mitigation Properties located at 0 lyannough Road and 545 lyannough Road such that no unauthorized motor vehicles can park on the site. Notwithstanding the provisions of this condition, of any Findings in this Decision that may be construed to the contrary, the Town shall have the right, in its sole discretion, to enter into a license agreement on such terms and conditions as it deems appropriate, which license agreement permits parking on the 0 lyannough Road parcel by the abutting property owner for up to seven (7) spaces, substantially as shown on the attached sketch, provided a copy of such license agreement is filed with the Cape Cod Commission, and provided such license does not interfere with the Town's ability to implement the necessary roadway improvements at the site. rank an Hog , Chair, egulatory Committee Da e COMMONWEALTH OF MASSACHUSETTS Barnstable, ss , 2008 Before me, the undersigned notary public, personally appeared in his capacity as Chair of the Cape Cod Commission's Regulatory Committee, whose name is signed on the preceding document, and such person acknowledged to me that he signed such document voluntarily for its stated.purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was personal knowledge of the unde signed. Notary Public n 7PUBUC My Commission Expires: y'�- LINDSALOTARY ANGER � _ er- COMMONACRUSETTSMy Com .14,2012 r Type#2 Modification Decision—Circuit City Redevelopment ��oF BA�s CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 * BARNSTABLE, MA 02630 �ssACHUs FAX 362-3828 X(508)362-3136 E-rr►1 YP����f��Pi 8�c����.org Date: April 28, 2008 To: Michael D. Ford, Esq. 72 Main Street P.O. Box 665 West Harwich, MA 02671 From: Cape Cod Commission Re:. Change of Use/Limited DRI Enabling Regulations, Sections 3 and 4 Applicant: Berkshire-Hyannis, LLC 41 Taylor Street 4th Floor Springfield, MA 01103 Property Owners: M.D.M Realty Trust and Star Nominee Trust Project: Circuit City Rely evelopmentzProject�� —624>andf640_yannough-Road-(Route-132) Hyannis MA 02601 Project#: TR-07020 Book and Page: 5490 97 Map and Parcel: 311/12 and 311/13 Lot and Plan: Lot 10, LCP 25266D Decision of Cape Cod Commission The Cape Cod Commission (Commission), through its Regulatory Committee, hereby approves the application of Berkshire— Hyannis, LLC, for modifications to an approved Limited Development of Regional Impact (DRI) decision. The Limited decision dated February 7, 2008 for the Circuit City Redevelopment project is hereby amended by a vote of the Regulatory Committee on April 24, 2008. All findings and conditions attached to the original decision dated February 7, 2008 continue to apply except as modified herein. Modified Findings T3. As stated in transportation finding T2, the Town of Barnstable would acquire the Traffic Mitigation Properties and prevent any future development, including town sanctioned parking, L�1 2.39. Eb MP'�e Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2008-011 Berkshire Development - Circuit City Section 240-25(C)(1) Conditional. Use in Highway Business To redevelop the site with a 23,500 sq.ft., building and use it for the retail sales of electronics. Summary: Granted with Conditions Applicant: Berkshire Development, LLC Property Address: `6'24 ard}640rlyan ouglRoad'(Route132);HyannisMA: ., Assessor's Map/Parcel: Map 311, Parcels 012 and 013'-''` Zoning: Highway Business, B Business, Groundwater & Wellhead Protection Overlay Districts Relief Requested and Background: In Appeal 2008-011, Berkshire Development LLC sought to redevelop two parcels fronting on Route 132 with a 23,500 sq.ft. one story Circuit City electronic retail sales building, parking and associated site improvements. The property is zoned Highway Business for the first 300 feet abutting Route 132 and the remaining rear portion of the property is zoned Business B. Retail sales is a use permitted as- of-right in the Business B Zoning District. However, it is a Conditional Use pursuant to Section 240- 25(C)(1) of the Zoning Ordinance and requires a special permit from the Zoning Board of Appeals in the Highway Business Zoning District. This application.was submitted requesting the conditional use special permit. The parcels are addressed 624 and 640 lyannough Road (Route 132), Hyannis, MA and are developed with a 3,996 sq.ft. office building and a 6,160 sq.ft. restaurant building. The site was formerly occupied by Rogers & Gray Insurance Agency and the Star City Grill. The two lots total 2.57 acres and front 296 feet on Route 132. The proposal is to demolish the existing structures on the properties and unite the two lots as one for the purposes of zoning and redevelopment. The new structure to be built measures 200 by 148 feet overall and measures 30 feet to the highest plate and 35 feet to the highest roof ridge. Two site plans have been initiated for the development. One sites the building 100 feet off Route 132 in conformity to the required front yard setback off that roadway. A second plan sites the building 45 feet off Route 132 and would require a variance from Section 240-25.E Bulk Regulations, Minimum Front Yard Setback off Route 132. That relief was requested in Appeal 2008-010. I Town of Barnstable—Zoning Board of Appeals— Decision and Notice Conditional Use Special Permit No. 2008-011 —Berkshire Development ° The plans propose 111 on-site parking spaces. Approximately 12,139 sq.ft. of the parking is to be on pervious pavers. The lot coverage by impervious surfacing is approximately 59.5%. The property is in a Groundwater and Wellhead Protection Overlay District. That overlay district limits the amount of impervious site coverage to 50%. The applicant has submitted Appeal 2008-012 for a special permit for the alteration/expansion of the nonconforming impervious lot coverage. This decision is that of Appeal 2008-011 that seeks the Conditional Use Special Permit. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on March 19, 2007. On April 10, 2007, the Zoning Board of Appeals notified the applicant's attorney that the Zoning Board of Appeals has suspended its time frame for processing the application as the development was referred to the Cape Cod Commission as a Development of Regional Impact (DRI). In accordance with Section 6 of the Enabling Regulations governing DRI reviews, a municipal agency's review of a pending local development permit is suspended for that time period from the point of referral to the final Commission decision being rendered. The Commission rendered the Development of Regional Impact Decision on February 7, 2008. A public hearing before the Zoning Board of Appeals was duly advertised on January 25, 2008 and February 1, 2008, and notice sent to all abutters in accordance with MGL Chapter 40A. That requirement was extended by the Enabling Regulations governing Development of Regional Impact reviews adopted and amended pursuant to the Cape Cod Commission Act, Chapter 716 of the Acts of 1989. The hearing was opened February 13, 2008, continued to February 27, 2008, and to a special meeting of the Board on March 4, 2008. At the duly posted March 4, 2008 special meeting of the Zoning Board of Appeals, the Board found to grant the Conditional Use Special Permit subject to conditions. Board Members deciding this appeal were, Ron S. Jansson,James R. Hatfield, Jeremy Gilmore,John T. Norman, and Chairman Gail C. Nightingale. Attorney Michael D. Ford represented the Applicant before the Zoning Board. At-the regular scheduled meeting of the Board on February 13, 2008 the appeal was opened and continued to February 27, 2008 to allow the Board time to review information that had only been recently submitted to the file and to provide time for staff review and input. At the February 27, 2008 continuance, Board Members were assigned to the appeal and Attorney Ford summarized the history of development and use of the subject lots as well as the location. He presented the plans for the redevelopment of the property noting that the plans had been before the Cape Cod Commission, during which the Town, through the Growth Management Department, weighed in on the proposal, and the plans now before the Board is the outcome of the Commissions review and its Development of Regional Impact Decision. Attorney Ford noted that the Commission's review, although limited, has a number of conditions all of which assured the development would be compatible with the location, in terms of Community Character, Economic Development, Transportation, and Water Resources. He noted that the plans and proposal are in compliance with the minimum performance standards of the Regional Policy Plan and consistent with the Local Comprehensive Plan. Details of the site layout and architecture of the building, on-site stormwater, traffic analysis, water and sewage flow reduction were presented. 2 Town of Barnstable—Zoning Board of Appeals— Decision and Notice Conditional Use Special Permit No. 2008-011 —Berkshire Development The criterion for the grant of a conditional use permit was addressed. Attorney Ford indicated that two plans have been drafted at the request of the Commission and Town. One, the preferred plan, sites the proposed building 45 feet off Route 132 and the other conforms to the 100 foot setback. Attorney Ford noted the proposed mitigation that included the applicant's commitment to 50% of the cost of land acquisition in the neighborhood, and contributions to the Barnstable Housing Authority for affordable and workforce housing, Cape Cod Community College for workforce training, and equipment to the Barnstable School System. During the hearings, Mr. Randy Hart, Transportation Engineer with Vanasse Hangen Brustlin, Inc., and Mr. Steven Chouinard, project Engineer also with Vanasse Hangen Brustlin, Inc., gave testimony on the redevelopment. Ms Patty Daley, Director of the Town's Growth Management Department, spoke in support noting the applicant had worked cooperatively with the Town and Commission and that the extent of mitigation will off-set impacts from the development. She also stated the reduced front yard setback wa s as supported by the Town as it is the preferred pattern of development since it encourages all parking to be located to the side and rear of the structure, creating a landscaped front yard to the roadway. Public comment was requested. Attorney Ford submitted a package of 28 letters that had been submitted to the Cape Cod Commission in support of the redevelopment. No one spoke in opposition to the request. The Hearing was continued to a March 4, 2008 special meeting of the Board. The meeting was called only for the purpose of rendering a decision on the appeal. For a more comprehensive summary of the testimony given at the public hearing, Board minutes have been filed with the Town Clerk's Office. Findings of Fact: At the hearing of March 4, 2008, the Board unanimously made the following findings of fact: 1. The subject property (the Property) is comprised of two separate lots, addressed 624 and 640 lyannough Road (Route 132), Hyannis, MA. The lots are shown as parcels 012 and 013 on Assessor's Map 311. The two lots total approximately 2.53 acres and are to be used as one for the purposes of zoning and redevelopment. 2. The lots are presently developed with a 3,996 sq.ft. professional office building and a 6,160 sq.ft. restaurant building, last licensed in 2005 for 202 seats total. Most of the Property is zoned Highway Business with a small area to the rear zoned Business B. Office use is a principal permitted use allowed as-of-right in the Highway Business District, The existing restaurant is a legally created nonconforming use in the district as it dates to 1963, and predates the rezoning along Route 132 to Highway Business. The restaurant has the benefit of Special Permit No. 1984- 69 that allowed an addition to the nonconforming use and authorized a maximum capacity of 300 seats. 3. The Property is also located in the Groundwater and Wellhead Protection Overlay Zoning Districts. Those districts were imposed in 1987 and overlay the underlying zoning. The overlay district regulations, in addition to prohibiting certain uses and the storage of hazardous materials, imposed limits on the extent of impervious coverage of a lot. The current use and development of 3 l Town of Barnstable—Zoning Board of Appeals—Decision and Notice Conditional Use Special Permit No. 2008-011 —Berkshire Development the lots predate adoption of groundwater protection and the lots do not conform to the 50% maximum impervious lot coverage. 4. The office lot, 640 lyannough Road, is owned by MDM Realty Trust and the restaurant lot, 624 lyannough Road, is owned by Star Nominee Trust. Berkshire Development, LLC (the Applicant), is a Massachusetts limited liability company and Manager to Berkshire-Hyannis, LLC. Berkshire- Hyannis, LLC has executed a Ground Lease with the owners of each lot. Copies of the Leases have been submitted to the file for proof of standing. The initial term of each lease is 20 years with the option to extend them for 12 additional terms of 5 years each. 5. The Applicant is proposing to demolish the two existing buildings on the Property and redevelop the 2.53 acre site with a new one story, 23,500 square foot retail sales building, parking and associated site improvements. The site is to be occupied by Circuit City, Inc., an electronic "superstore" retailer as the sole tenant of the property. Plans for the redevelopment have been submitted. In addition to the redevelopment site, the Applicant has agreed to assist the Town of Barnstable in the acquisition of two lots that abut the Airport Rotary at the intersection with Route 132 —the Off-Site Mitigation Property. The two lots are the former 266-seat, nonconforming "Chili's Restaurant"' addressed as 545 lyannough Road and the accessory employee parking lot addressed as 0 lyannough Road. The restaurant closed on September 15, 2005 and has been vacant since then. The Zoning Ordinance defines abandonment as non-use of the property for three years and therefore the restaurant still has nonconforming rights. The two lots total 0.95 acres and are in the same Highway Business and Groundwater Protection Overlay Zoning Districts as the redevelopment property. 6. The proposed redevelopment has been found to be a Change of Use as well as a development that exceeds 10,000 sq.ft., and triggered a review as a Development of Regional Impact (DRI) by the Cape Cod Commission. The Commission's DRI review was a limited review to issues of Community Character, Economic Development, Transportation, and Water Resources. On February 7, 2008, the Commission issued its DRI Decision with conditions. 7. The proposed redevelopment has also been reviewed by the Town of Barnstable Site Plan Review Committee, and a site plan approval letter dated February 11, 2008 has been issued with conditions. The site plan approval satisfies one of the three prong requirements of Section 240-125.0 for the grant of a special permit. 8. The Applicant has indicated that they desire this redevelopment to be an asset to the community and an improvement over the current uses of the Property. To this end, the Applicant will be making a contribution of$30,000.00 to Barnstable Housing Authority for affordable and workforce housing, $30,000.00 to the Cape Cod Community College for workforce training, and $10,000.00 worth of equipment to the Barnstable School System. The contributions are a part of the terms and conditions of Cape Cod Commission DRI and are incorporated by reference into this decision. 9. Appeal 2008-011 is before the Zoning Board for a Special Permit pursuant to Section 240-25(C)(1) Conditional Use in the Highway Business Zoning Districts. The Applicant seeks to redevelop the Property for the retail sales of electronics. Section 240-25(C)(1) authorizes uses permitted in the Business B Zoning District to be located in the Highway Business Zoning District by the grant of a Conditional Use Special Permit from the Zoning Board of Appeals. Retail Sales is a permitted use in the Business B Zoning District and therefore the Board is authorized to grant a special permit. 4 Town of Barnstable—Zoning Board of Appeals—Decision and Notice Conditional Use Special Permit No. 2008-011 —Berkshire Development ° 10. To grant the Conditional Use Special Permit requires findings to support that the use does not "substantially adversely affect the public health, safety, welfare, comfort or convenience of the community." a. This is a business and commercial area of the Town with many of the uses along Route 132 serving Barnstable County and the Cape Cod region. The Cape's major retail malls are in close proximity, as are other freestanding "superstores". Most front on Route132. This area is identified in the adopted Local Comprehensive Plan as a Growth Activity Center. That designation encourages this area as a regional shopping and commercial area. The site is served by pubic water and public sewer. The location of the proposed retail store at this site can and will be adequately serviced by public utilities and town services. It is also compatible with the overall established land use patterns and the redevelopment is consistent with both the adopted as well as the recently revised draft Local Comprehensive Plan. b. The proposed redevelopment and off-site mitigation will reduce demand for public water and reduce wastewater flows to the Town's Wastewater Treatment Plant. The two restaurants, with a possible total of 566 seats, represent a wastewater flow of 19,810 gallons per day. A 23,500 sq.ft. store represents a wastewater flow of only 1,175 gallons per day—a reduction of 18,635 gallons per day. Reduced flows to the public treatment plant are in the interest of the Town as it helps to address the need to extend sewers to other areas of critical concern for nitrogen loading from private on-site septic systems. C. The redevelopment of the two lots as one eliminates one of the existing curb-cuts on Route 132. The proposed new site entrance has been designed as an elongated right-in and right-out only driveway to provide safe egress and ingress to the property. In addition, the off-site mitigation property will also reduce curb-cuts on Route 132 and Route 28. Reduction and elimination of curb-cuts will improve traffic flow and safety. d. The redevelopment of the Property and acquisition of the Off-site Mitigation Property has been conservatively estimated to reduce traffic flows by an estimated 514 weekday trips and 642 Saturday trips. Peak hour traffic is also projected to be reduced. The reduction is in the public interest and will enhance safety and comfort of the motoring public. 11. The factors cited support the Board's conclusion that the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or have a substantial negative impact of the commercial neighborhood affected provided conditions and restrictions in the grant of the permit are imposed. Vote was as follows on the findings: AYE: Ron S. Jansson,James R. Hatfield,Jeremy Gilmore,John T, Norman, Gail C. Nightingale NAY: None 5 Town of Barnstable—Zoning Board of Appeals— Decision and Notice Conditional Use Special Permit No.2008-011 —Berkshire Development ° Conditions: Based upon the positive findings of fact, a motion was duly made and seconded to grant the Conditional Use Special Permit No. 2008-011 to allow for development of a retail store to be used for the retail sales of electronics, subject to all of the following conditions: 1. This special permit is issued for the two lots, totaling 2.53 acres and addressed as 624 and 640 lyannough Road (Route 132), Hyannis, MA (Assessor's Map 311, parcels 012 and 013) to be used as one for the purposes of redevelopment and use as a retail store for the sales of electronics. Notices of the executed Ground Leases to the lots shall be recorded at the Barnstable Registry of Deeds and Barnstable Registry District and proof of the recording submitted to the Zoning Board Office prior to the issuance of any building permit that relies on this special permit. 2. The redevelopment shall be limited to a one-story, 23,500 sq.ft., single tenant-building for the retail sales of electronics. The site shall be developed as per the engineered site plan submitted entitled "Berkshire Development lyannough Road, Barnstable, Massachusetts" as prepared by VHB Vanasse Hangen Brustlin, Inc., dated February 23, 2007, and last revised February 1, 2008. However, in the event that Variance No. 2008-010, issued to the Applicant for a reduction in the front yard setback to a 45 foot setback from Route 132 becomes final and certified by the Town Clerk, then the plan that shall be implemented in the grant of this conditional use special permit shall be that plan entitled "Berkshire Development lyannough Road, Barnstable, Massachusetts — Site Alternative"' as prepared by VHB Vanasse Hangen Brustlin, Inc., dated February 23, 2007, and last revised February 1, 2008, and referenced in Variance No. 2008-010. The exterior of the building shall be developed as shown on the elevations submitted entitled "Berkshire Development Hyannis, MA"' as drawn by Casco Project Managers. This shall include the exterior coloration of the building. 3. The development permit herein, and shown on the approved plans, shall be considered full build- out on the 2.54 acre site. The interior of the building shall be one story only. It shall not be expanded by the addition of interior floors or mezzanine areas. The parking on the lot shall not be shared with any other use unless it is approved by this Board nor shall any building addition, accessory building or other use be permitted without approval of this Board. Storage units and/or trailers are prohibited on the property except during the construction of the building, and then only as permitted by the Building Commissioner as temporary, construction-related units and trai Iers. 4. The Applicant and occupant of the property shall be responsible for assuring that the redevelopment and use of the site is in compliance with, and maintained consistent with, this special permit as well as all conditions of the Cape Cod Commission's Development of Regional Impact Decision issued February 7, 2008. If the Commission's DRI decision is modified, the Applicant shall be responsible for notifying the Zoning Board of Appeals Office of that modification for a determination if this permit needs to be modified. 5. The Stormwater Management System, inclusive of the bio-retention basins and first flow to and over vegetated areas, shall not, in the future, be circumvented by the installation of paved areas that would channel run-off e un off directly into the catch basins. No run-off shall be diverted to Town sewers. 6. The requirements of the Cape Cod Commission, as it relates to the acquisition of the Off-site Town of Barnstable—Zoning Board of Appeals— Decision and Notice Conditional Use Special Permit No.2008-011 —Berkshire Development ° Mitigation Property and transfer into the Town's ownership, shall be executed. Proof of the transfer of the two lots to public ownership shall be submitted to the Zoning Board of Appeals. 7. Signage shall comply with the Town of Barnstable's Zoning Ordinance. No variance from the zoning requirements for signage shall be issued from the Zoning Board of Appeals and no rQ/ nonconformity in signage shall be applied to the redevelopment of the Property. Signage shall be substantially represented to the Board in the illustrated building elevations submitted. There shall be no signage added to the exterior of the building, including signage adhered to the surfacing of the window placed there so as to be visible to the outside, signs that display a sale price, and/or pictorial representations of electronics that are for sale. Window display of merchandise is encouraged over signage. 8. The development shall be required to meet all applicable building and fire codes. All Fire Department requirements shall be met, including but not limited to stand pipes, fire hydrant locations and interior building sprinkler system. 9. All on-site dumpsters shall be screened and shall meet all Board of Health regulations. The store shall properly dispose of all waste materials and shall recycle, to the extent practical. As the property is in a Groundwater Protection Overlay District, it shall comply with all restrictions of Section 240-35 except as may be granted relief in terms of lot coverage by impervious surfacing by Special Permit No. 2008-012. 10. The building shall be connected to public water and to the Town of Barnstable Wastewater Treatment Facility. 11. Upon the issuance of a building permit for the redevelopment authorized herein, Special Permit No. 1984-69 authorizing a restaurant use on one of the subject lots, shall become null and void and all rights authorized in that permit shall expire. 12. The Applicant shall install no-left turn signs on Route 132 clearly identifying that the ingress to the property is a right-turn in and right-turn out only. The nature of the signage and location shall be reviewed by the Town of Barnstable prior to its installation. 13. The landscaping plan shall be implemented, or a cash bond as determined by the Growth Management Department, and posted with the Town prior to the grant of an occupancy permit for the store. The trees that are identified on the plan as being retained shall be retained and incorporated into the landscape plan. 14. The Applicant shall attempt to secure a pedestrian walkway connecting the Property with the abutting McDonald's restaurant to the west. If the access cannot be secured, the Applicant shall create a walkway from their parking area out to the public way on the west side of the site exit drive. The walkway shall be installed to the specification of the Department of Public Works . The added pavement to create the pedestrian walkway shall not be included in the lot coverage as it is being requested by this Board for the convenience and safety of the public. 15. In the future, the Applicant shall cooperate fully with the Town of Barnstable in implementing improvements to Route 132. To that end, should the Town of Barnstable determine that added right-of-way is necessary for improving Route 132, the Applicant shall assent to an easement of up to 20 feet wide over the Property as it abuts Route 132. 7 I' Town of Barnstable—Zoning Board of Appeals—Decision and Notice Conditional Use Special Permit No. 2008-011 —Berkshire Development `. 16. The Applicant shall seek Airport Commission approval to temporarily use the back entrance to the lot during the initial construction of the building and site improvements to the Property. Thereafter it shall seek a permanent agreement that the roadway can be used for emergency access. 17. The occupant of the building and/or Applicant shall be responsible for the proper maintenance and upkeep of the landscape and property, including on-site litter control, periodic cleaning and sweeping of the parking lot, watering and irrigation of the landscape, maintaining site lighting, annual cleaning of the catch basins, demarcation of on-site parking and circulation, and on-site traffic signage. 18. The Applicant shall contribute the sum of$5,000 to the Town of Barnstable that shall be earmarked to enhanced safety on Route 132 in this segment of the roadway. The intent of this contribution is to further discourage left hand turning movements. The funds shall be contributed at the time the building permit is applied for. 19. The lighting plan submitted with the plan set referenced herein shall be implemented and maintained to assure proper safe levels of lighting at the entrance to the site as well as throughout the parking area of the Property. 20. The Applicant shall comp ly with all conditions and specifications of the Department of Public Works regarding the elongated curb-cut to be installed as the entrance to the Property. It shall not be altered in the future without due notice to the Office of the Zoning Board of Appeals for a determination if that proposed alteration will require prior approval of the Zoning Board of Appeals. 21. The Applicant shall not exercise its rights under this decision until such time as it provides the Building Commissioner with a final, fully executed and recorded copy of the Cape Cod Commission DR[ Decision and a recorded copy of this Special Permit Decision. The vote was as follows: AYE: Ron S.Jansson,James R. Hatfield,Jeremy Gilmore,John T. Norman, and Gail C. Nightingale NAY: None Ordered: Special Permit No. 2008-011 has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within 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 Barnstable Town Clerk. Gail C. Nightingale, Chairman Date Signed 8 Town of Barnstable—Zoning Board of Appeals—Decision and Notice Conditional Use Special Permit No.2008-011 —Berkshire Development iWL 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 E. Hutchenrider, Town Clerk 9 INFORMAL Application for Site Plan Review SP# - Date LOCATION Business Name: Circuit City Subdivision Plan Assessor's Map# 311 Parcel 11 12 and 13 ANR Plan Property Address: 640 and 624 Iyannough Road/ Site Plan Route 132, Hyannis OWNER OF PROPERTY(640 IYANNOUGH) APPLICANT Name: MDM Reality Trust Name: Berkshire Development, LLC Address: 481 Main Street, Brewster, MA 02631 Address: c/o Nutter, McClennen& Fish, LLP P.O. Box 1630 OWNER OF PROPERTY: (624 IYANNOUGH) _ Telephone: 508-790-5407 Name: STAR Nominee Trust Fax: 508-771-8079 Address: 222 Baldpate Hill Road, Newton, MA 02459 ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: Steven Chouinard, VHB Name: Patrick Butler Address: P.O. Box 9151 Address: Nutter, McClennen& Fish, LLP Boston, MA 02471 P.O. Box 1630 Telephone: 617-924-1770 Telephone: 508-790-5407 Fax: 617-924-2286 Fax: 508-771-8079 STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing unknown Proposed -0- District HB / B Overlay(s) GP Number Number: Lot Area 111,207 Sq. Ft. 2.53 Ac. Size Size Fire District Hyannis Above Ground Above Ground Underground Underground Set backs (ft.) Contents Contents Front: 119 Side: 10.65 / 130 Rear: 20 Number of Buildings Existing: 2 Proposed 1 UTILITIES Demolition 2 Private Sewer ® Public ❑ Size gal Water ® Public ❑ Private TOTAL FLOOR AREA BY USE Existing Proposed Electric ❑ Aerial ® Underground (s .ft.) (s .ft.) Gas ® Natural ❑ ❑ Propane Basement Grease Trap ❑ Size gal Residential Sewage Daily Flow* 1,175 gpd Restaurant apprx. 6,160* Retail 23,500 *GP or WP areas restrict wastewater discharge to 330 Office appox. 4,000* gallons per acre per day into on-site system. Medical Office Commercial (specify) PARKING SPACES CURB CUTS Wholesale (specify) Required 118 Existing 2 Institutional (specify) Provided 118 Proposed 2* Industrial (specify) On-Site 118 To Close All Other Uses On Site Off-Site Totals Handicapped 5 *1 on Rte 132& 1 on Gross Floor Area 10,160 23,500 1 on the north side (rear) Estimated Project Cost: Fee: * Living area per Property Assessor's records Old King's Highway Regional Historic District File# Approved? ❑ Yes ® No Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes ® No Listed in National and/or State Register of Historic Places: ❑ Yes ® No Previous Site Plan Review File# Approved? ❑ Yes ® No Previous Zoning Board of Appeals File 1984-69 Approved? ® Yes ❑ No Is the site located in a Flood Area (Section 3-5.1) ❑ Yes ® No In Area of Critical Environmental Concern? ❑ Yes ® No Is the Project within 100' of Wetland Resource Area? ❑ Yes ® No Site sketch- informal presentation ❑ Yes ® No Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. ® Yes ❑ No Parking and Traffic Circulation Plan ® Yes ❑ No Landscape Plan and Lightning Plan ® Yes ❑ No Drainage Plan with calculations and Utility Plan ® Yes ❑ No Building Plans, (all floor plans, elevations and cross sections) ❑ Yes ® No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 110,207 sq. ft. Total Buildings(s)footprint 23,500 sq. ft. Maximum Lot Coverage as % of Lot 21.3 % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTRICT(S): GP Lot Coverage (%) Required 50% Proposed 61.7% (existing = 61.7% Site Clearing M Required 30% Proposed 38.3% pervious coverage PRINCIPAL BUILDING ACCESSORY BUILDING(S) ❑ Yes ® No Number of floors 1 Height: ft. Number of floors Height: ft. FLOOR AREA: FAR: FLOOR AREA: FAR: Basement sq. ft. Basement sq. ft. First 23,500 sq. ft. First sq. ft. Second sq. ft. Second sq. ft. Attic sq. ft. Attic sq. ft. Other(Specify) sq. ft. Other (Specify) sq. ft. Please provide a brief narrative description of your proposed project. Applicant proposes to redevelop subject properties by demolishing the existing Star City Grill and the Rogers& Gray Insurance building and reconstructing a 23,500 sq. ft. retail building that will be used for a Circuit city, together with the elimination of one existing curb cut on Route 132, as well as associated site, drainage, landscape and infrastructure improvements. I assert that I have completed (or caused to be completed) this page and the Site Plan Review Application and that, to the best of my knowled a the information submitted here is true. 77 SJ 3e � u� S gn . li t Date P r' Butler, Atto ney for Applicant I Co y -f- 1�� Perry,'Tom (IZIyU From: Daley, Patty Sent: Wednesday,January 23,2008 152 PM To:, Perry, Tom; Swiniarski, Ellen Cc: Houghton, David;'Dorr Fox' Subject: RE: Circuit City 1 just spoke w/ Dorr Fox. The CCC position is that site plan may hold a hearing and discuss the development proposal and take it under advisement. No decision (approval).shall issue until after the CCC makes a decision. So, you're clear to go ahead with formal site plan tomorrow, so long as no final approval is issued until after 2/7 (anticipated date of CCC decision). Ellen, you can put it on as a regular agenda item. Please let me know if you have any questions. Patty ---Original Message----- From: Perry,Tom Sent: Wednesday,January 23,2008 1:32 PM to: Daley, Patty Cc: Houghton,David Subject: Circuit City Can(or should)this go forward at site plan tomorrow 1 Town of Barnstable oF�ie' 200 Main Street,Hyannis,Massachusetts 02601 BARNSTABM Growth Management Department Patricia Daley,Director 1639.1% 367 Main.Street,Hyannis,Massachusetts 02601 j8p Mp`l Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us February 11, 2008 Berkshire Development, LLC c/o Patrick M.Butler, Esq. r � Nutter, McClennen&Fish, LLP (a��o P. 0. Box 1630 ' l Hyannis, MA 02601 Reference: Site Plan Review#003-08 - Circuit City, Hyannis 624 and 640 Iyannough Road,Route 132, Hyannis Map 3.11, Parcels 012 and 013 Proposal: Demolish existing structures; and redevelop the site by constructing a 22,475 square foot retail electronics store, together with site improvements including improved access/egress, storm water improvements, and.significant landscape and community character improvements. The proposed redevelopment will necessitate zoning relief from the Zoning Board of Appeals. Dear Attorney Butler: Please be advised that subsequent to the formal site plan review meeting on January 24, 2008, and Cape Cod Commission DRI decision of February 7, 2008, the revised plans submitted were found to be administratively approvable subject to the following: • Approval is based on two sets of revised plans, one of which will be the basis of Zoning Board of Appeals decision. The plans are entitled: "Berkshire Development, Iyannough Road, Barnstable, MA(complies with setbacks)"and `Berkshsire Development, Iyannough Road, Barnstable, MA, Site Alternative (requires variance from ZBA)"both sets of plans are prepared by Vanasse Hangen Brustlin, Inc. Watertown, MA, 10 Sheets, dated February 23, 2007 with final revisions February 1�1�P�0�8. • Applicant must obtain all other applicable permits, licenses and approvals required, including,but not'limited to, necessary Zoning�Bpajd Pf Aweals relief. G 83.E OOOZ • Applicant must submit final plans to the Site Plan Review Committee which reflect the Cape Cod Commission and Zoning Board of Appeals decision. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-104 (G). This document shall be submitted'prior to the issuance of the final certificate of occupancy. Sincerely, ` G l Ellen.M. Swim arski, SPR Coordinator CC: SPR File Tom Perry,Building Commissioner ZBA File r i of BAn, CAPE COD COMMISSION v 3225 MAIN STREET. P.O. BOX 226 TOW1 OF BARNSTABL.E BARNSTABLE, MA 02630 �ssAcxvs`�� (508)362-3828 . FAX(508),362-3136 2008 JAN 22 AM is 5. E-mail:frontdesk@capecodcommission.org D{WISIN HEARING NOTICE . CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Thursday, February 7, 2008 beginning at 3:00 p.m. in the First District Courthouse, Assembly of Delegates Chamber, Route 6A; Barnstable, MA. . The following.Development of Regional Impact(DRI) has been referred to the Cape Cock Commission under Section 13(a) of the Cape Cod Commission Act, c. 716 of the Acts of 1989, as amended, and under Section 3 of the DRI Enabling Regulations for,consideration as a DRI and under Section 4 of the DRI Enabling Regulations for consideration as a Limited DRI. The purpose of the final hearing is to allow for proposed corrections to and comments on factual information contained in the draft written decision. This development will be heard pursuant to Section 13(a)of the Cape Cod Commission Act and Sections 3 and 4 of the DRI Enabling.Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Circuit City Redevelopment Project ,Project Applicant: Berkshire.Development, LLC Project Location: 624& 640 Iyannough Road,Hyannis Project Description: Proposed demolition of two existing structures totaling 10,160 square feet and the- construction of a new 22,475 square foot Circuit City retail store along with a few site improvements. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, 3225 Main Street,P.O. Box 226, Barnstable, MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application, plans and-relevant documents may be viewed by,calling the Commission office at(508) 362-3828 to schedule an appointment between the hours of 830 a.m. and 4:30 p.m. If you need a reasonable accommodation, please let us know by February 1, 2008. Please call for more information and to make your.request. j_ of BAR CAPE COD COMMISSION O 3225 MAIN STREET v P.O. BOX 226 BARNSTABLE, MA 02630 �ssACHUsw� (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk,Building Inspector, Town Planner, Planning Board, Conservation Commission, Board of Health, Board of Appeals, DRI Liaison, and Chief of Police FROM: Gail Hanley, Clerk of the Commission i SUBJECT: Circuit City Redevelopment Project Change of Use Decision DATE: February,5, 2008 Enclosed please find a copy of the Circuit City Redevelopment Project Change of Use Decision that was signed by the Regulatory Committee on February 4, 2008. Should you have any questions, please do not hesitate to contact our office. 2 �ou� r}-,P- OF BAn,� CAPE COD COMMISSION 0 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 9SSACHV6 (508)362-3828 FAX(508)3.62-3136 E-mail:frontdesk@capecodcommission.org Date: February 4, 2008 To: Mr. Patrick M. Butler,Esq. Nutter; McClennen& Fish, LLP P.O. Box 1630 Hyannis, MA 02601 From: Cape Cod Commission Re: Change of Use/Limited DRI. DRI Enabling Regulations, Sections 3 and 4 Project Applicant: Berkshire-Hyannis, LLC 41 Taylor Street,4`h floor Springfield, MA 01103 Property Owners: M.D.M. Realty Trust and Star Nominee Trust Project: Circuit City Redevelopment Project 624 and 640 Iyannough Road, Route 132 Hyannis, Massachusetts 02601 Project#: TR06019/ C U06019 Book/Page#: 5490/97 Map/Parcel: 311/12 and 311/13 Lot/Plan: Lot 10, LCP 25266D DECISION OF THE.CAPE COD COMMISSION SUMMARY The Cape Cod Commission (Commission), through its Regulatory Committee, hereby determines that the redevelopment of the properties located at 624 and 640 Iyannough Road. (Route 132), Hyannis, MA, from the existing Rogers and Grey Insurance Company and Star City Grille to a 22,475 square foot retail electronics store qualifies as a change of use pursuant to the Section 3(f)(i) thresholds under the criteria established under Section 4(b) of Chapter. A, Enabling Regulations Governing Review of Developments of Regional Impact, Barnstable County Ordinance 90-12, as amended (DRI Enabling Regulations), and shall undergo limited Development of Regional Impact Determination for a Change of Use 1 #TR 06019 February 4,2008 (DRI) review. This decision is rendered pursuant to a.vote of the Regulatory Committee on March 15, 2007. PROJECT DESCRIPTION The proposed Circuit City redevelopment project consists of the demolition of two existing buildings with a combined square footage of 10,610 square feet located at 624 and 640 Iyannough Road in Hyannis. The two buildings will be replaced with a new 22,475, one-story square foot electronics superstore. The sole tenant of the proposed-building will be Circuit City and will be located on a 2.53-acre parcel. The applicant is proposing a number of improvements to the project site including elimination of a curb cut along Route 02,enhanced landscaping,enhanced storm water management and drainage, and an increased landscape buffer along Route 132.' The project is proposed-to.be constructed on a 2.53-acre site located within the Town of Barnstable's Highway Business (HB) and, Business (B) zoning districts. The project site is located within the Route 132 Regional Commercial Center, the Town of Barnstable's Groundwater Protection Overlay District and Growth Activity Center designated by the Barnstable Local Comprehensive Plan. As such, growth management initiatives in this area include encouraging infill, reduction of curb cuts. and maintaining this area as a"regional shopping and commercial center" The existing site is currently occupied by an existing 4,000-square-foot office building most recently occupied by Rogers & Gray Insurance (2,500-square-f6ot footprint with a partial second floor as shown on.Lot 13)and a 6,160-square-foot Star City Grill as shown on Lot 12. The site is bounded by a McDonald's Restaurant to the west, a Best Western motel to the east, an airport access road to,the north and Route 132 to the south. The majority of the development along this portion of Route 132 (between the rotary and Independence-Drive) consists of"strip commercial development"with large buildings surrounded by parking lots, as typified by.the Cape Cod Mall and the K-Mart plaza. However, the site in question is currently -one of the few breaks in this development pattern with mature trees, landscaping and modestly scaled buildings. PROCEDURAL HISTORY The Commission received a Limited DRI. 'Determination for Change of Use application from Berkshire-Hyannis, LLC on July.14, 2006. A duly noticed public hearing pursuant to Section.5 of the Act-to consider the on was held by the Regulatory Committee of the Commission on March 1.5, 2007 at the Cape Cod Commission office in Barnstable, MA. A public hearing was held on April 5, 2007. and the'Regulatory Committee voted unanimously that the project be subject to a limited DRI review for the issue areas of community character, economic development, stormwater management and transportation. The public. hearing was continued until April. 13, 2007. At that date, the hearing was closed procedurally by hearing officer and re-opened and re-noticed for the April 30 hearing. In addition to the list of materials submitted for the record(see Table 1 below) the application and notices of public hearings relative thereto, Commission staff s notes and correspondence, the minutes of public meetings and hearings, and all other written submissions received in the course of the proceedings are hereby incorporated into the record by reference. Determination for a Change of Use 2 #TR 06010 February 4,2008 Materials From the Applicant ate Submitted Site Plan review application' May 31,2006 Application for a Limited DRI'Determination July 14,2006 Memorandum from Nutter,McClennan and Fish.regarding MHC PNF filing July 14,2006 Memorandum from Nutter,McClennan and Fish regarding building colors July 21,2006 Memorandum from Nutter,McClennan and Fish regarding transportation July 25,2006 Memorandum from Nutter,McClennan and Fish regarding MHC August 21,2006 Massachusetts Historical Commission filing letter August 22,2006 Vegetated bioinfiltration diagram September 14,2006 i Memorandum from Nutter,.McClennan and Fish regarding transportation September'18,2006 Memo from Casco regarding energy efficiency October 31,2006 Memorandum from Nutter.;McClennan and Fish regarding site plans October 31,2006 j Memorandum from Nutter,McClennan and Fish regarding green site design November 1,2006 Memorandum for Nutter,McClennan and Fish regarding community November 22,2006 character and economic development Memorandum from Nutter,McClennan and Fish regarding change of use December 5,2006 Memorandum from VHB regarding traffic issues December 15,2006 Memorandum from Nutter,McClennan and Fish regarding outstanding issues December 18,2006 Memorandum from Nutter,McClennan and.Fish regarding procedural issues January 8,2007 Email from Nutter,McClennan and Fish regarding traffic issues February 2,2007 Memorandum.from-Nutter,McClennan and Fish regarding various issues February 27,2007 Memorandum from Nutter,McClennan and Fish regarding alternative sites. March 1,2007- Email from Nutter,,McClennan and Fish regarding*traffic safety program March 7,2007 Memorandum from Nutter,McClennan and Fish regarding issue areas March 15, 2007 ODRP,comparison chart submitted by Nutter,McClennan and Fish March 15,2007 Memorandum from Nutter,McClennan and Fish regarding site visit March 16,2007 ODRP comparison chart submitted by Nutter,McClennan and Fish March 28,2007 Memorandum-from Nutter,McClennan and Fish regarding economic dev. March 28,2007 Memorandum-from Nutter, McClennan and Fish regarding issue areas March.29,2007 Memorandum from VHB regarding trip generation April 2,2007 Memorandum from Nutter,McClennan and Fish regarding 3/15/07 minutes Aril 3,2007 Memorandum from Nutter,McClennan and Fish regarding benefits overview Aril 5,2007 Economic development summary prepared.by Nutter,McClennan April 5,2007 Materials from Commission Staff Date Submitted Email to Greg Smith from Gab Belfit November 28, 2006 Memorandum from Greg Smith to Nutter, McClennan and Fish December 4,2006 Letter to NUtter, McClennan December 5, 2006 Meeting notes December 13,206 Meeting notes February 9, 2007 Email to Glenn Cannon from Adriel Edwards February 14, 2007 Email from Randy Hart to Glenn Cannon February 14; 2007 Email from Adriel.Edwards to Glenn Cannon February 14, 2007 Determination for a Change of Use 3 #TR 06019 February 4,2008 Email to Bob Mumford from Glenn Cannon February 14,2007 Email to Bobm Mumford from Richard Schell, PE February 20,2007 Meeting notes February 20,2007 Meeting notes February 28,2007 Meeting notes March 5,2007 f Email from Bob Mumford to Richard Schell, PE March 9;2007 Meeting notes March 9,2007 Email from Bob Mumford to Greg Smith March 1-2,2007 Email from Glenn Cannon to Randy Hart,VHB March 13,2007 Email from,Andrea Adams to Greg Smith March 15,2001 Staff report March 15,2007 Minutes of public hearing March 15,2007 Letter to Nutter, McClennan March 16,2007 Email from Bob Mumford to CCC staff and applicant March 23,2007 Email.from Wasyl.Hnatiw to Phil Dascombe March 28,2007 . Email from Wasyl Hnatiw to Phil Dascombe April 2,2007 Letter to Greg Smitli from Paul Ruchinkas April 4,2007- Email from Wasyl Hnatiw to Phil Dascombe April 5,2007 Materials from Town of Barnstable/State Date Received Letter from Ruth Weil July 13,2006 Referral letter from Tom Peny December 26,2006, Letter from John Klimm February 2,2007 Letter from John.Klimm March 14,2007 Letter from John.Klimm March 15,2007 Letter from John Traczyk April 10,2007 Materials from Others Date Received Cape Light Compact letter regarding energy efficiency October 24,2006 Letter from Felicia Penn March 15,2007 . TESTIMONY The Public Hearing was opened on.January 1.6, 2007, was then continued to February 8, 2007,was then continued to February 22,2007, then continued to March 15,2007 and continued to April 5, 2007. On April 5, 2007 the public hearing and the record were closed."Minutes of this meeting.has been reviewed and approved by the Regulatory Committee and ate hereby incorporated as testimony of this Decision. The following is a summary of that testimony: March 15, 2007 public hearing Attorney Butler of Nutter, McClennan and Fish, representing the applicant, stated the proposed project is redevelopment of the vacant Star City Grill and Rogers and Gray Insurance. The restaurant and insurance company are locally owned. The developer is Berkshire Development, who will lease the land from both families and sublease the building to Circuit City. The project is located in a Highway Business zone. The project is consistent with the Barnstable LCP.and the project meets current zoning. The applicant agreed the issue areas of community character and traffic should be included in the scope of the Limited DRI review; however, they disagree with staff that economic development should be included in the scope of the review.. Determination for a Change of Use 4 #TR 060 0 February 4,2008 i There are two adjoining properties on a combined 2.53 acres that are served by two curb cuts onto Route 132. The Star City Grill building is,presently vacant and not in good physical shape. Rogers and Gray is occupied and will be relocating to,another site in Barnstable. The applicant is proposing significant landscaping, stormwater and energy-related improvements, and will.also be mitigating traffic impacts associated with the project.. The applicant will be required to obtain a variance due to moving the proposed building into the 100-foot setback from Route 132. This configuration was recommended by the Commission,and is supported by the town. The applicant will move parking to the rear and side of the building as called for in the RPP. The landscaping plans indicate increased plantings'and buffering, using mature vegetation. The project architect summarized the elevations and building layout that shows-the roof variations and choice of building materials recommended by staff. Regarding water resources, the redesign of the site results in a significant reduction in wastewater flows, a savings in terms of water consumption and incorporates improved storm water management and water quality through the use of bio-infiltration islands. Regarding traffic issues, there would be 25 additional evening trips per hour and 52 Saturday peak hour trips. Significant traffic mitigation is proposed, including the closing'of one curb cut along Route 132, building a raised median along Route 132 to prevent left turns in and out of the site, and significant safety improvements to the rotary that include signage and striping. i Green initiatives and sustainable design.elements associated with the project were discussed by the applicant.- It was'suggested that economic development could be exempted from Commission review, as the project would result in increased taxes, is located 'in a growth center, that the project ` meets the ODRP's, which is a benefit, meets MPSs of the RPP and that the project is consistent with the town's LCP. Commission staff described the Commission's Change of Use process and recommended the Regulatory Committee review the project as' a Development of Regional Impact (DRI) under the Regional Policy Plan for the issue areas of economic development, transportation and community character. Ms. Patty Daley of Barnstable's Growth Management Department asked whether the project should be reviewed as a limited DRI, and what the scope of the Commission's review could be. She read a letter from Town Manager John Klimm requesting the Commission deny the Change of Use application by Berkshire Development for the proposed Circuit City. Ms. Daley said the proposed change.from the restaurant and insurance office to. the proposed electronics super store would have more detrimental impacts than the prior use including in'.the area of transportation impacts, which should be addressed through the DRI process. She recommended the Regulatory Committee include community character, water resources,; and economic development in the.scope of the DRI review. The town was pleased with the proposed Low Impact Development stormwater management systems,-but that the Town was requesting that it be included in the DRI review so that implementation of the proposed items could be conditioned. The town also agreed with the Commission recommendation regarding economic development, and that national discount chains can have.a negative impact on local-owned competitors. Ms. Daley noted the property was zoned for the proposed use, but only by Special Permit, and not by right. She said that it was located in a Town commercial center under the Local Comprehensive Plan, but that Determination for a Change of Use S #TR 06019 February 4,2008 e may the LCr was in the process of bang updated, and that.these designation's y change. Ms. Daley said the Town does have a.preference for locating in existing vacant commercial space. She said the Town had proposed alternate space to Berkshire Development, which had not been found .to be i satisfactory. The town's primary concern was traffic, including the Airport Rotary, which is'designated as the �. most hazardous intersection on Cape Cod. The applicant was also proposing to close the Citizen's Bank access on the Rotary, which she noted was privately owned, and permitted by MassHighway. Mr. Marty Bloom, owner of the Star City Grill property,said the economics no longer made-having a restaurant on the site feasible. Mr. Bloom said the median strip proposed on Route 132 was more important in terms of mitigating the traffic impacts than any change to the Airport Rotary. Mr. Brad Tracy of Barnstable, representing 686 Route 132, spoke in favor of the project. Ms. Donnie .Hall of Rogers & Grey Insurance; discussed transportation-related safety issues. She said turning left intoor out of the site-was dangerous. She suggested the proposal would very much improve the traffic safety in the area. Mr. Joseph Chilli of Barnstable spoke in favor of the project. He said the message being sent to developers was discouraging redevelopment of'vacant property in Barnstable. Mr. Jay Zavala said his key concern was traffic safety. He said the first item was the difference. in the accident history, and the second was the. significance of the state's peer review of the Airport . Rotary. Mr. Glenn Cannon, Commission:Transportation Engineer; noted the Commission's standards dealt with three related areas: trip reduction, congestion, and safety. He said staff had been working`for months with the applicant, and had reach consensus on two of the three areas trip reduction and congestion. He said safety issues at the Airport Rotary were still outstanding, in part because of all the involved*parties. He noted that roundabouts were being built in the United States, which are different than.what existed on the ground now. Mr. Cannon said the peer review was to try to determine if there was anything substantive that could be done to enhance traffic flow and safety at the.Rotary. Mr. Cannon noted some of the crash data was relatively old—from 2001 —which showed 31 crashes per year at the Rotary. He noted the applicant had: said they had approached the local Police Department for newer data. He said the new data showed 17 crashes per year. Mr. Randy Hart-of VHB, said the rotary design had been presented to.a group for review. He said the design had also been presented to District 5 MassHighway. He said the discussion indicated the concept had merit. Ms. Susan Kadar noted the Town had suggested that an actual traffic count be done at another Circuit City location. Ms. Kadar questioned whether the properties on the opposite-side 'of the proposed raised median were aware-of this idea, and whether they would approve of it. Determination for a Change of Use 6 #TR 06019 February 4,2008 Mr. Cannon noted the staff had not heard any opposition from the Town about the raised median. Ms. Joy Brookshire said a median will take up a good part of the existing lanes, and asked how j would this be handled. I Mr. Hart said in order to install the median, the road segment would need to be widened,. which would involve relocation of utilities, and installation of the median itself. This would be the only way to ensure right-in/right-out and no illegal left turns. The applicant noted there was sufficient Tight of way to accommodate the median, and that the portion of Route 132 was a Town road,and that it had been done on other sections of Route 132. Mr. John Harris questioned whether the raised median would be long enough to prevent u-turns further down Route 132. The applicant responded that the median as proposed was sufficient. Mr. Zavala asked about the scope of the review. He asked if the Committee had thoughts on the scope of the review,and what the proposed next step should be. i Attorney Butler said the applicant would like an opportunity to meet with Commission staff on the i economic development issues, and to hold a follow up hearing in an expeditious manner. Mr. Doff Fox, Commission Chief Regulatory Officer, suggested April 5, 2007 at 3pm in the Assembly of Delegates Chamber for a follow up to this hearing, assuming the.Commission did not meet that day. Ms. Kadar moved to continue the hearing to Thursday, April 5, 2007 at 3:00 PM at the Assembly of Delegates Chambers, First District Courthouse', Barnstable, and to leave the record open. Mr. Harris seconded the motion. The Committee voted unanimously for the motion. April 5, 2007 Mr. Jay Zavala opened the hearing at 3:30pm. Attorney Butler began his presentation by stating that the applicant had reached a consensus with the staff that the scope of the limited DRI review, in accordance with the regulations, should include both traffic and community character. He stated that it was his contention that the applicant and staff could work expeditiously on the traffic issues and felt confident that the estimates of trip generation and ITE numbers are appropriate. Also, at the request of the transportation staff, a peer review process was instituted for the airport rotary safety mitigation proposal. The final report was submitted by the outside organization hired to conduct the peer review on April 5, 2007. He further stated the remaining area to be discussed as to whether it was within the scope of a limited DRI review was economic development. A memorandum was submitted to staff from Nutter, McClennan and Fish dated March 28, 2007 which was a response to the March 15, 2007 staff report and issues that had come up at the March 15, 2007 public hearing. Determination for a Change of Use #TR 06019 February 4,2008 He stated the purple sheet is a summary of what was presented at the March 15,.2007 public hearing and what was'presented to-the economic development staff at a staff level:meeting on March 28, i 2007. Pat stated that he wished to review this memo with the committee members as it was his contention that-the information in the memo would lead one to the reasonable and rational conclusion that the economic development aspects of this project were not more detrimental and are more beneficial. As such, it was his contention that economic development should not be within the scope of the limited DRI review. He discussed issues associated. with the ground lease structure. Rogers and Gray will be moving from their existing site to Attucks Lane- and will be;leasing space from a Cape Cod resident in another building and will be receiving their,own lease payments as the.result of the structure of this transaction. The Bloom family, a.local family that owns the restaurant, will receive capital infusion and will re-invest those monies in the community in the terms of other economic activities. He stated:that under Section 4b of the Enabling Regulations,the Regulatory Committee is allowed to look at both the qualitative and quantitative aspects of each of the resource areas. The predominant area in economics is quantitative, and both economics and traffic are easily quantifiable. -As such, he stated he was trying.to summarize the quantified data. He also discussed employment data, stating Circuit.City would result in an increase- of four full-time employees and sixteen part-time employees. There would be an increase in total payroll of$500,000,as well as an increase in wages. i He further stated that the building is located in :conformance. with the Barnstable Local Comprehensive Plan. The LCP indicates that this location is a Growth Activity Center to support regional retail use. Finally, he stated the traffic mitigation package totaling:$650,000 results in a left- over amount,for future use by the town of approximately $250,000. Also, he stated that:Barnstable adopted by zoning a regional shopping center overlay district, which is the Cape Cod Mall. This was done based upon the need for economic vitality in that area. Mr. Greg Smith,:Commission planner, stated the staff report indicated that economic development should be.included within the.scope for limited DRI review as the project's economic development impacts are more detrimental than the immediate prior use: He'also cited.the March 14, 2007 letter from Barnstable Town Manager John Klimm that recommended the scope for limited DRI review include traffic, community character,economic development and water resources. . Leslie Richardson, staff economic development officer, stated the staff report looks at the current uses of the properties, one of which is an office and the other is a restaurant. She compared the uses and on the more beneficial side found a larger full-time equivalent with Circuit City than the existing uses.. She stated that the quality of the jobs being proposed by Circuit City was significantly lower and that only four.full=time salaried..positions were being created. Mr. Roy Richardson asked if there was a way to make a comparison between other national stores that are similar to Circuit City and those store's payment patterns. Given what Circuit City is doing regarding reducing wages, he was concerned what that impact might- be to existing; similar businesses and their employees, and what those businesses might do to remain competitive. Ms. Kadar questioned Circuit City's practice of openly encouraging those let go to re-apply for lower paying jobs. She wondered if this is the-type of employer wanted on the Cape. Determination for a Change of Use 8 #TR 06019 February 4,2008 Mr. William Doherty, Barnstable County Commissioner stated he had concerns about the traffic mitigation and stated his concerns about congestion. He also had concerns about the wages that the proposed use would be paying to the majority of its employees. Mr. Paul Niedzwiecki, Barnstable Assistant Town Manager wanted to make clear the town's.position - on its opposition to the proposed use at this proposed location. He stated his hopes that the committee .would include in the limited DRI review scope, traffic, community character and economic development. Mr..Chuck Robinson; President of Rogers and Gray Insurance. Company stated that he had two comments about economic development impacts. He stated"if the proposed project comes to fruition, it is the intention of his company of the present location to move into a new,building he is planning to purchase. The.company employees ninety people, sixty of whom are on-Cape'and 30 who work off- Cape. He explained that if the company cannot expand its operations as it hopes, the company may not be able to expand its employment situation and may have to.look at other sites either here on the `Cape or off:Cape. ,He cited another economic concern, stating.that if the.proposed project does not go through, the economic value of the Route 132 property will. decrease substantially,•and this remains a concern for his business. Attorney Butler pointed out that in meetings with the Growth Management Department, it was made - clear that the department staff wished the building moved from the rear, where it would not need.it variance, up closer'to Route 132 and within the 100-foot setback, thus requiring a variance. The reason was to buffer the impacts and move- parking from the front to the sides and rear of the building. The applicant agreed to seek zoning relief from, the ZBA in _Barnstable, as this configuration.was supported by the town. Ms. Brookshire asked what the status of water resources was for being included in the scope for limited DRI.review. Ms. Daley from the Barnstable Growth Management Department stated , that if stormwater management were put in as a condition in the-DRI decision, then the committee would be able to enforce it. However, she felt that if stormwater were not put in as a DRI condition, she'was not certain how the.enforcement of the O and M plan will occur. Attorney Butler stated that to the extent that this committee determined that it wanted to have it.for conditions, the applicant.did not have any problems. If the committee determines that it wants water resources in the scope based on the town's input,the applicant would be comfortable. Mr. Richardson stated that he generally supports what the staff has proposed. Ms. Brookshire asked Attorney Butler about the March 1, 2007 memorandum to Greg Smith regarding the alternative site options. She asked about the fourth option listed in that memorandum, which was the South Wind Plaza, where the Stop and Shop building is currently located. She asked how the Stop and Shop review'process was going and if the South Wind Plaza location would be a possible location to use if it weren't going to be used for the Stop and Shop. Attorney Butler stated that he would give his answer to Joy's question,.and he stated that he had his co-counsel at the table who was representing Stop and Shop. His sense was in having discussions at that point, and he thought nothing had changed, that the application process had not moved forward. Determination for a Change of Use 9 #TR 06019 February 4,2008 -From a timing perspective, he stated the applicant filed this in July of.2006, and the Stop and Shop has completed the MEPA process and nothing is moving forward that he is aware_of. Mr. Smith stated that with regard to water resources and the purpose of limited DRI review, the question to consider is whether the water resource-impacts from the proposed use are more detrimental than the immediate prior use. The water resource staff had determined that the water 1. resource impacts of the proposed use were not more detrimental than the immediate prior use, Although there was concern about the operations and maintenance plan. As such, staff made the recommendation not to include water resources.in the scope. . ' Ms. Kadar asked if she could go back to Town Manager John Klimm's letter of March 14, 2007. She read the first sentence of the letter-, where Mr. Klimm requested that-the-Cape Cod Commission deny the Change of Use application. She stated:that she did not.feel the committee had addressed that issue. -She said that, generally speaking, the committee respects requests from the town and takes them very seriously. She said she was finding the issue a'bit awkward that the very specific and direct request had not been addressed. She turned to Dorf Fox, the Commission's Chief Regulatory Officer and asked if the Committee denied the Change of Use application,what would happen. Mr:Fox stated that the first thing the committee was tasked with doing was determining the scope for limited DRI review. He explained that the way a.Change of Use works is that the committee is not supposed to deny the Change of Use. When the committee has discussed ,all of the issues in the scope,the committee then has the ability to approve or deny the project. Mr. Zavala stated that with the purpose,of determining the scope:of the limited DRI review, and that no less.than four items were discussed, he asked if there were any other elements:that the committee wished to raise or discuss before the committee entertained a motion for either individual elements or elements as a group. -Hearing none, Jay entertained a motion. Ms. Kadar moved that the limited DRI. review in its scope include transportation; economic development, community character and water resources. The motion was seconded. Mr. Zavala asked for clarification on the motion that included traffic, community character and water resources. Ms. Kadar stated that economic development should be included in the scope as well. Mr. Zavala agreed that economic development be included in the motion. Mr. Harris asked .if the staff was in agreement with all ofthe issues that were being included in the scope for limited DRI review.. He stated that there were four things listed in the motion, and he wanted to understand,that those were the four things that are of concern. Mr: Smith stated that the staff-was comfortable with economic development and transportation being in the scope. Regarding water resources,- he stated that Patty Daley of the Barnstable Growth Management Department has suggested stormwater resources being included in,the scope so that the Determination for-a Change of Use 10 . #TR 06019 February.4,2008 O and M plan could be conditioned. . He suggested. that staff did not have a problem with it be included in the scope. I Mr. Zavala asked if all were in favor of the motion. All responded "aye". None opposed or abstained. The motion was moved. ' i JURISDICTION The proposed project qualifies as a DRI under Section 3(f)(i) of the DRI Enabling Regulations as a change of use with a gross floor area greater than 10,000 square feet. Pursuant to Section 4(a) of the DRI Enabling Regulations, the Chief Regulatory Officer determined.that the project constitutes a Change of Use. Further, as provided in Section 4(a)(iii), the applicant then applied for a.Limited DRI Determination in accordance with Section 4(b), which requires the Regulatory Committee to determine the scope of the DRI review required. FINDINGS The Commission, through the Regulatory Committee, has considered the application of Berkshire- Hyannis, LLC for the proposed change of use project at 624 and 640 Iyannough Road (Route 132), Hyannis, MA, and based on consideration of such application and upon the information presented at the public hearings and submitted for the record, makes the following findings pursuant to*Sections 3 and 4 of the DRI Enabling Regulations: General Findings G1 The project that is the subject of this Decision is as follows: The proposed Circuit City redevelopment project consists of the demolition of two existing buildings with a combined square footage of 10,610 square feet located at 624 and 640 Iyannough Road in Hyannis. The two buildings will be replaced with a new 22,475, one-story square foot electronics superstore. The sole tenant of the proposed building will be Circuit City. The proposed project will be located on a 2.53-acre parcel. The applicant is proposing a number of improvements to.the project site including elimination of a curb cut along Route 132, enhanced landscaping, enhanced storm water management and drainage, and an increased landscape buffer along Route 132. The project is proposed to be constructed on a 2.53-acre site located within the Town of Barnstable's Highway Business (HB) and Business (B) zoning districts, and within the Town of Barnstable's Groundwater Protection Overlay District. The project site is located within the Route 132 Regional Commercial Center and Growth Activity Center designated by the Barnstable Local Comprehensive Plan. As such, growth management initiatives in this area include encouraging infill, reduction of curb cuts and maintaining this area as a"regional shopping and commercial center." The existing site is currently occupied by an existing 4,000-square-foot office building most recently occupied by Rogers & Gray Insurance (2,500-square-foot footprint with a partial second floor as shown on Lot 13) and a 6,160-square-foot Star City Grill as shown on Lot 12. Determination for a.Change of Use 1 #TR 06019 February 4,2008 t The site is bounded by a McDonald's Restaurant to the west, a Best Western motel to the east, an airport.access road to the north and Route 132 to the south. The majority of the development along this portion of Route 132 (between the rotary and Independence Drive) consists of"strip development with large buildings surrounded by parking lots, as typified by the-Cape Cod Mall and the K-Mart plaza. However, the site in question is currently one of the few breaks in this development pattern with mature trees., landscaping and modestly scaled buildings. .G2 In accordance with Section 4(b)(vi) of the DRI: Enabling Regulations, the Regulatory Committee reviewed the proposed change of use to determine the scope of the.project review, which may 'be limited to those RPP issue areas where the impacts are more detrimental (quantitatively and/or qualitatively) than the .immediate prior use. The Regulatory Committee considered whether the project's impacts involve.deviation from the minimum performance standards(MPS) of the RPP in determining the scope of DRI review. The Committee, in making its.determination, considered the resources protected by the Act and the RPP. The Regulatory Committee finds that the project will result in impacts that are more detrimental than the immediately prior use in four RPP issue areas, including community character, economic development, stormwater management. and transportation. i Water Resources Findings WRl The project is located in an existing Wellhead Protection Area/Zone II. Wastewater was not included in the nitrogen calculations, as the project will be.connected to the Hyannis . Wastewater Treatment Facility and the proposed.project will generate approximately.80, percent less wastewater compared to the existing uses. WR2 The project will incorporate the use of vegetated bio-retention areas to improve treatment of storm water on site.- The project will also incorporate a landscape management plan that specifically addresses bio-retention. WR3 The Applicant is proposing to utilize a variety of storm water BMPs to handle storm water onsite to comply with the- Town of Barnstable Regulations, the State of Massachusetts'Stormwater.Policy Guidelines and.MPS 2.1.3.2. Structural BMP's-include hooded catch basins, a Stormceptor sediment trap, bio-retention cells within the parking area, and vegetated swales 'incorporated into the foundation planting. Non-structural BMP's proposed include regular pavement sweeping, catch basin cleaning, and enclosure and maintenance of the dumpster area. Overflow catch basins with subsurface infiltration are'provided to accommodate the 25- year storm event., In order to'avoid an increase in impervious surfaces from the existing to proposed conditions, permeable pavers have been proposed for the.perimeter parking area. Rooftop runoff will be directly'infiltrated into a subsurface infiltration:basin. WR4 Considering the resources protected under the Act and RPP, the subcommittee has found that the.proposed project is more detrimental in the area of stormwater resources than the immediate. prior use. Therefore, 'the Regulatory Committee recommends including stormwater management in.the scope of the limited DRl review for the project. Determination for a Change of Use 12 #TR 06019 February 4,2008 Natural Resources Findings NRl The Massachusetts Historical Commission has provided written comments dated.August 10, 2006 that the project is unlikely to affect historical or.archaeological resources. Consequently,the Commission finds that impacts from the proposed development are not more detrimental with regard to historical and archaeological resources than the immediate prior use. Transportation Findings Tl The proposed 23,500 square foot development is expected to generate the following trips: Average weekday 1,058 trips Average morning peak hour N/A Average evening peak hour 106 trips Average Saturday 1,482 trips Average Saturday peak hour 150 trips T2 The proposed site has been previously developed and the following traffic credit was given for the previous development: Average weekday 634 trips Average morning peak hour N/A Average evening peak hour. 57 trips Average Saturday 422 trips Average Saturday peak hour 50 trips T3 The RPP allows a 10 percent traffic credit for any development proposed within a certified growth center, and standard engineering practice allows for a "pass-by" rate of 25 percent (those vehicles accessing a retail site as part of a multi-purpose trip). In addition, the RPP requires that all DRI's reduce the site-generated traffic by 25 percent by using alternative(non-automobile) modes of transportation. The expected net increase in off-site traffic from the project, after allowing for these traffic credits, is as follows: Average weekday 238 trips Average morning peak hour N/A Average evening peak hour 25 trips Average Saturday 596 trips Average Saturday peak hour 52 trips T4 Based on the increase in average daily traffic of 1,058 trips per day, and an existing traffic credit of 634, the trip reduction requirement for this project is 106 [1,058-634) x .25] daily vehicle trips. T5 The Airport Rotary is listed in the top 1,000 crash locations as reported by the Massachusetts Highway Department and is the fifth highest crash location on Cape Cod. The intersection experiences an average of approximately 31 crashes per year. The Regulatory Committee remains concerned with both the existing degradation in public safety at this location, and the impacts and possible further degradation in public safety at this location should the proposed electronics superstore be constructed. Determination for a Change of Use 13 #TR 06019 February 4,2008 i T6 The RPP requires DRI s to mitigate all regional impacts associated with the proposed project. The Applicant has conducted a "fair-share" analysis to mitigate all project impacts based on full traffic credit from the previous use. The amount of the"fair-share" mitigation. is $35,505 after the traffic credits from the previous use have been applied. i For the proposed electronic superstore's commercial space, this would equate to a mitigation allowance in the range of $470,000 to $705,000 if no traffic credits.were applied to this project. 17 The Applicant has proposed a right turn in/right turn out only driveway onto Route 132. T8 The Applicant has also proposed a rear access driveway with a controlled gate that would be used by emergency personnel only. T9 Considering the resources protected under the Act and RPP, and based on the above analysis, the Regulatory Committee believes the proposed project is more detrimental in the area of transportation than the immediately prior use. Therefore, the Regulatory Committee shall include transportation in the scope of the DRI review for the project. Community Character Findings CC1 The bulk, mass and scale of the proposed building will result in a single 22,475 square- foot structure that is twice the size of the combined square footage of the existing two buildings located on the project site. A building of this size will likely significantly alter the character of this part of Route 132. CC2 On the proposed plan, the building is located in the front setback and places all the parking to the side and rear. This proposal requires a variance to the dimensional requirements of the local zoning by-law (100 feet along Route 132). The proposed project is consistent with MPS 6.2.7 and would result in an improvement in terms of the. location of the parking areas. CC3 Considering the resources protected under the Act and RPP, and based on the above analysis, staff believe that the proposed project is more detrimental in the area of architecture/community character than the immediately prior use. Therefore, the Regulatory Committee includes community character in the scope of the DRI review for the project. Economic Development Findings ED1 The current businesses located on the site are Rogers & Gray Insurance and the Star City Grill. Rogers & Gray is currently in business while the Star City Grill closed in October 2005 and has since remained a vacant building. These are both locally owned businesses, while the business proposed for the site is a national discount chain store. ED2 Economic research shows that local businesses retain wealth in the local economy, while non-locally owned businesses draw money out of the local economy. This effect will be partially mitigated by the fact that Rogers & Gray is relocating elsewhere in the county. Determination for a Change of Use 14 #TR 06019 February 4,2008 i i However, research also shows that national discount chains can have a negative impact on locally owned competitors. ED3 The applicant anticipates filling 24 full-time and 36 part-time positions. Four of these positions will be full-time salaried with benefits: the store manager ($75,000/yr); the operations manager ($50,000/yr); and two sales managers ($47,500). The remaining employees will be paid on an hourly basis with wages ranging from $10.02/hour to $21.00/hour(full-time salary equivalent is$20,842—$43,680 per year). ED4 ' Industry averages indicate that use of this property for retail will be substantially different ; from the previous restaurant use, affording less economic benefit to the town in terms of wage rates and employment diversity, than an insurance or.similar profession office uses for the property. ED5 By estimating the full-time.equivalent employment (FTE) for the current and proposed uses, it is possible Circuit City will provide 18 more FTE positions and $163,635 more in payroll annually than the existing businesses. However, Circuit City would only generate half the payroll per square foot of developed space and offers an average (annual) wage that is$13,038 lower than estimated for the existing uses. ED6 The applicant estimated the tax revenue to be generated by the new development using a variety of other existing retail sites. The table below provides a summary of this information: Current Use Proposed Use* Difference Type of Use Restaurant, Insurance Retail Chain Square Footage 109160 23,500 13,340 Bldg Assessed Value $84 $73 - $11 per square foot Total Assessed Value $2,107,500 $2,949 100 $841,600 Taxes Paid $19,465 $27,238 $7,773. Source for Current Use:Town of Barnstable 2006 Property Assessment Lookup * Applicant assumes an assessed value for the building of$73/square foot plus the current assessed value of the land ($1,233,600). See the project file for the applicant's methodology. . ED7 These data and estimates show that the proposed use will generate $7,773 more in tax revenue annually. However, the assessed value of the building will be lower by $11 per square foot (the AV of the land remains the same). In addition, the Fiscal Impact Analysis of Residential and Nonresidential Land Use Prototypes completed for the Town of Barnstable by Tischler & Associates in July 2002 finds that the net fiscal impact of "big box retail is -$468/1,000 square feet. The proposed 23,500 square foot building would, using this research, cost the town $10,998 annually in services over the revenue generated. Determination for a Change of Use 15 #TR 06019 February 4,2008 1 ED8 Considering the resources protected under the Act and RPP, and,based on the above I analysis,'the Regulatory Committee believes the proposed project is more detrimental,in the area of economic development than the immediately prior use. Therefore, the Regulatory Committee includes-economic development in the scope of the DRI review for the project. Hazardous Materials HM1 Based on the RPP definition of a hazardous material, the application shows that the proposed retail.building would.have less hazardous material than the existing,restaurant and insurance:building. Therefore,.the proposed project,is not likely to pose impacts that are more detrimental than the immediate prior use in the area of hazardous materials. CONCLUSION Based on the findings above, the Regulatory Committee hereby,determines that the proposed change of use at 624 and 640 Iyannough Road (Route 132), Hyannis, MA is subject to mandatory review as a Development of Regional Impact (DRI) for.the issue areas of stormwater management, economic development, transportation and community character identified in the 2005 Regional Policy Plan in accordance with Sections 3 & 4 of the DRI Enabling Regulations because -the impacts of the proposed.project have been determined to be more detrimental than those of the immediate prior use. This decision is rendered pursuant to a vote of the Cape Cod Commission Regulatory. Committee on February 4, 2008: Susan Kadar Date Vice Chairperson of the Regulatory Committee Cape Cod.Comrriission COMMONWEALTH OF MASSACHUSETTS Barnstable,ss Y_200.8 _ Before me,the undersigned notary public, personally appeared Susan.Kadar, in her capacity as Vice Chairman of the Regulatory Committee, whose name is signed on the preceding document, and such person acknowledged to me than he signed such document voluntarily for its stated purpose. The identity of-such person was proved to me through satisfactory evidence of identification, which was U photographic. identification with signature issued by a federal or state governmental agency, U oath or affirmation of a credible witness,or L%Jperson wledge of a undersi d. My Commission.Expires:. OFFICIAL'SEAL DORR STEVEN FOX NOTARY PUBLIC- MASS. BARNSTABLE COUNTY.. My Comm. Expires April 11, 2008 Determination for a,Change of Use 16 #TR 06019 . February 4,2008 OF BAn, CAPE COD COMMISSION v 3225 MAIN STREET P.O. BOX 226 '[08N til- BAR161t ALE BARNSTABLE, MA 02630 �sS CHU5 (508)362-3828 2007 DEC 31 PPS 1: 23 FAX(568)362-3136 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION (continued hearing from November 29, 2007) ** Please note times and locations The Cape Cod Commission will conduct a public hearing on Wednesday, January 9, 200. At 8:30 a.m. the subcommittee will open the hearing at the Cape Cod Commission, 3225 Main Street, Route 6A, Barnstable, MA and the hearing will immediately recess without testimony. At 9:00 a.m. the hearing will resume at the Barnstable Town Hall Hearing Room, 2"d Floor, 367 Main Street, Hyannis, MA. The following Development of Regional Impact(DRI)has been referred to the Cape Cod Commission under Section 13(a) of the Cape Cod Commission Act, c. 716 of the Acts of 1989, as amended and under Section 3 of the DRI Enabling Regulations for consideration as a DRI and under Section 4 of the DRI Enabling Regulations for consideration as a Limited DR.I. This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act and Sections 3 and 4 of the DRI Enabling Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Circuit City Redevelopment Project Project Applicant: Berkshire Development, LLC Project Location: 624 & 640 Iyannough'Road, Hyannis Project Description: Proposed demolition of two existing structures totaling 10,160 square feet and the construction of a new 23,500 square foot Circuit City retail store along with a few site improvements. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, 3225 Main Street, P.O. Box 226, Barnstable, MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application, plans and relevant documents may be viewed-by calling the Commission office at(508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a reasonable accommodation, pleasellet us know by January 3, 2008. Please call for more information and to make your request. ILI of BA CAPE COD COMMISSION O . 3225 MAIN STREET ,v P.O. BOX 226 BARNSTABLE, MA 02630 '�ssACHUstiS (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a-public hearing on Monday, October 29, 2007 at.6:30 p.m. at the Barnstable Superior Courthouse, Rooms_ 11 and 12, Route 6A, Barnstable, MA. The following Development of Regional Impact(DRI) has been referred to the Cape Cod Commission under Section 13(a) of the Cape Cod Commission Act, c. 716 of the Acts of 1989, as amended and under Section 3 of the DRI Enabling Regulations for consideration as a DRI and under Section 4 of the DRI Enabling Regulations for consideration as a Limited DRI. This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act and Sections 3 and 4 of the DRI Enabling Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Circuit.City Redevelopment Project Project Applicant: Berkshire Development, LL Project Location: 624 &640 Iyan�nough Road, Hyannis Project Description: Proposed demolition of two existing structures totaling 10,160 square feet and the construction of a new 23,500 square foot Circuit City retail store along with a few site improvements. Anyone wishing to testify orally will be welcome to do so. Written comments may also be A submitted at the hearing, or delivered or mailed to the.Cape Cod Commission, 3225 Main Street, P.O. Box 226, Barnstable, MA 02630 for receipt on or before the date of the hearing or until the record is closed. The application, plans and relevant documents may be viewed.by calling-the Commission office at(508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a reasonable accommodation, please let us know by October 23, 2007. Please call for more information and to make your request. i! CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 * BARNSTABLE, MA 02630 �'�SSACHUStiCS _ (508)362-3828' FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Thursday, March 15, 2007 at 6:30 p.m. at the Barnstable Superior Courthouse, Rooms 11 and 12, Route 6A, Barnstable, MA. The following Development of Regional Impact(DRI)has been referred to the Cape Cod Commission under Section 13(a) of the Cape Cod Commission Act, c.716 of the Acts of 1.989, as amended and under Section 3 of the DRI Enabling Regulations for consideration as a DRI and under Section 4 of the Enabling Regulations for Change of Use/Limited DRI determination: This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act and Sections and 4 of the DRI Enabling Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Circuit City Redevelopment Project Project Applicant: Berkshire Development, LLC Project Location: 624 & 640 Iyannough Road, Hyannis Project Description:. Proposed demolition of two existing structures totaling 10,160 square feet and the construction of a new.23,500•square foot Circuit City retail store along with a few site improvements. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed to the Cape Cod Commission, 32 25 Main Street,' P.O. Box 226, Barnstable, MA,02630 for receipt on or..before the date of the hearing or until the record:is closed. The application,plans and relevant documents may be viewed by calling the Commission office at(508) 362-3828 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. If you need a.reasonable accommodation,please let us know by March 5, 2007. Please call for more information and to make your request. L�� - of Bd CAPE COD COMMISSION v ® 3225 MAIN STREET P.O. BOX 226 f.J F * � Lss.4�'it�3L�l BARNSTABLE;MA 02630 �sSACH13StiS (508)362-3828 2006 Cyr w FAX(508)362-3136 �� �� (' l ; ?4 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Tuesday, January 16, 2007 at 6:30 p.m. at the Barnstable Superior Courthouse,Rooms 11 and 12, Route 6A, Barnstable, MA. The following Development of Regional Impact(DRI) has been referred to the Cape Cod Commission under Section 13(a) of the Cape Cod Commission Act,c.716 of the Acts of 1989, as amended and under Section 3 of the DRI Enabling Regulations for consideration as a DRI and under Section 4 of the Enabling Regulations for Change of Use/Limited DRI determination. This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act and Sections 3 and 4 of the DRI Enabling Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. f Project Name: Circuit City Redevelopment Project Project Applicant: Berkshire Development, LLC Project Location: 624 & 640 Iyannough Road, Hyannis Project Description: Proposed demolition of two existing structures totaling 10,160 square feet and the construction of a new 23,500 square foot Circuit.City retail store along with a few site improvements. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing,.or delivered or mailed to the Cape Cod Commission, 3225 Main Street, P.O. Box 226, Barnstable, MA 02630 for receipt on-or before the date of the hearing or until the record is closed. The application,plans and relevant documents may be viewed by calling the., Commission office at(508) 362-3828 to schedule.an appointment between the hours of 8:30 a.m. . and 4:30 p.m. If you need a reasonable accommodation,please let us know by January 10, 2007. Please call for more information and to make your request. Page 1 of 1 Eliza Cox - FW: Parking requirements From: "Chouinard, Steve" <SChouinard@VHB.com> To: "Eliza Cox" <ecox@nutter.com> Date: 9/13/2006 2:25 PM Subject: FW: Parking requirements This is the analysis I did last' week for Dan and Pat Based on the floor plan I received from Circuit City' s architect (P12 - Hybrid 20+, dated 2/20/06) : Total building area = 23,495 SF Sales floor area = 18,228 SF @ 1 space/200 SF 92 spaces Road shop = 736 SF (as auto repair) @ 3/service bay or 1/100 SF whichever is greater = 8 spaces. Warehouse/receiving = 2,453 SF @ 1 space/700 SF = 4 spaces Offices, etc. (credit ops, general office, staging, vault, store director, riser room, bathrooms, janitor, hallways, study room, tag printing, e-learning, telephone equipment) = 2, 078 SF @ 1/300 SF = 7 spaces - Total required parking = 111 spaces compared to 118 4 yy C f6Z nnrg W( TOM`t a file://C:\Documents%20and%2OSettings\ezc\Local%2OSettings\Temp\GW}000O1.HTM 9/13/2006 i person of record pet Shop An individual,partnership,organization, IMPEIZVIOU5 5UIZFACE association;trust, or corporation. When used in a penalty provision,"person"shall7777. include the members of such partnership, the trustees of such trust,and the officers r ' and members of such organization,asso- ciation,or corporation.(Cumberland,Md.) A corporation, company, association, firm, partnership, as well as any indi- vidual,state,or political subdivision of a state or agency thereof.(Clarkdale,Ariz.) fey A natural person,heirs,executors,admin- istrators, or assigns, and also includes a firm,partnership,or corporation,its or their _ successors or assigns,or the agent of any of the aforesaid.(North Liberty,Iowa) PEF_VIOU5 5U IF-FACE Any natural person or an entity created ® LOT- COVEIZACIE pervious Surface by law including but not limited to a cor- vice laundries);psychic readers;shoe re- 0 pervious surface(See also impervious poration (profit or nonprofit), partner- pair shops; tanning salons. These uses su)face) A surface that presents an op- ship,or association.(Hedwig Village,Tex.) may also include accessory retail sales of portunity for precipitation to infiltrate An individual,firm,partnership,corpo- products related to the services provided. into the ground.(New Castle County,Del.) ration, company, association, syndicate, (Truckee,Calif.) Any surface which allows a minimum of or any legal entity,whether he,she,or it An establishment which offers special- 90 percent precipitation from any source is acting for himself,herself,or itself or ized goods and services purchased fre- to infiltrate directly into the ground. as the servant,employee,agent,or repre- quently by the consumer. Included are (Dewey Beach,Del.) sentative of another.(Beaverton,Ore.) barbershops,beauty shops,massage fa- Area maintained in its natural condition, n person of record A person who cilities,chiropractic clinics, garment re or covered by a material that permits in- makes an appearance before the decision- pair,laundry cleaning,pressing,dyeing, filtration or percolation of water into the making authority in a proceeding through tailoring, shoe repair, and other similar • ground.(Temple Terrace,Fla.) the submission of either written or ver- establishments.(Hawaii County,Hawaii) bal testimony.(Beaverton,Ore.) Any material that permits full or partial Enterprises serving individual necessities, absorption of storm water into previously ® personal care Assistance with such as barber shops,beauty salons and spas, unimproved land.(Huntington,Ind.) meals,dressing, movement,bathing, or clothing rental,coin-operated laundromats, other personal needs or maintenance,or funeral homes,marriage bureaus,massage a pet(See animal,domestic) general supervision of the physical and services by masseurs/masseuses,personal a pet shop(See also retail sales establish- mental well-being of a person who is in- laundry and dry cleaning establishments, ntent, specialty) A retail sales estab- capable of maintaining a private,inde- photographic studios,tattoo parlors,and lishment primarily involved in the sale of pendent residence,or who is incapable of travel agencies.(Moorpark,Calif.) domestic animals,such as dogs,cats,fish, managing his person,whether or not a A business which provides services but birds,and reptiles,excluding exotic ani- guardian has been appointed for such not goods such as hairdressers,shoe re- mals and farm animals such as horses, person.(Lancaster,Ohio) pair,and real estate.(Limington,Maine) goats,sheep,and poultry.(Miami,Fla.) n personal property Any money, An establishment or place of business pri- A retail shop primarily engaged in the goods,movable chattels,things in action, marily engaged in the provision of frequent business of selling animals and maintain- evidence of debt,all objects, and rights '.or recurrent needed services of a personal ing,keeping,or possessing any animal for that are capable of ownership,and every nature.Typical uses include,but are not lim- which a permit may be issued by the city other species of property except real prop- - ited to,beauty and barber shops,shoe re- clerk under this article at any time dur- erty.(Champaign,Ill.) pair shops,and tailor shops.(Champaign,111.) ing the calendar year or any part thereof. u personal services establishment (Stillwater,Okla.) Establishments primarily engaged in pro- Establishments providing nonmedically viding individual services generally re- Any business establishment or premises related services, including beauty and lated to personal needs,such as a tailor or part thereof maintained for the purpose barber shops;clothing rental;dry clean- shop.(Valdez,Alaska) of a pet animal dealership,but shall not ing pick-up stores;laundromats(self-ser- 306 i boat yard borrow,pit rJ i' ■ bond, development obligation A ✓ " document obligating funds for the pur e pose of insuring the performance of a developer in fulfilling an obligation re- quired by the city. (San Juan Capistrano, al ) Cif. Any form of security (including a cash deposit,surety bond,collateral,property, s _ or instrument of credit)in an amount and ^� r form satisfactory to the city.(Sandy,Ore.) a bond, performance (See performance boat yard bond) a boat yard(See also port and harbor fa- Acovered or enclosed structure designed a bonus provision(See also density bo- nus; development incentive; incentive cilities; shipyard) A premise or site to provide moorage or storage for recre zoning) Inducements given to devel- used as an industrial establishment for the ational or commercial marine transport provision of all such facilities as are cus- and built over or floating upon a lake, oni under the provisions of incentive z tomary and necessary to the construction, river,or stream.(Deschutes County,Ore.) zoning.(American Planning Association) reconstruction, repair, or maintenance A nonresidential structure designed for a bookstore(See also retail sates estab- and accessory sale of boats, marine en- lishrnent,specialty) A retail establish- the purpose of protecting or storing boats gines,or marine equipment,supplies,or ment that, as its primary business, en- for non-commercial purposes.(Limington, services of all kinds including but not lim- Maine) gages in the sale, rental, or other ited to rental of covered or uncovered charge-for-use of books, magazines, boat slips,or dock space or enclosed dry a body art(See also body piercing,tattoo- newspapers, greeting cards, postcards, storage space, lifting or launching ser- ing) The practice of physical body videotapes, computer software, or any vices.The term boat yards shall include adornment by establishments and artists other printed or electronically conveyed marinas and boat liveries. (Indian River using but not limited to the techniques of information or media, excluding any County,Fla.) body piercing and tattooing.This defini- "adult bookstore,""adult theater,""the- n boatel One or more buildings con- tion does not include,for the purposes of ater,"or"studio theater."(Denver,Colo.) the code,ear piercing.(Denver,Colo.) taining guest rooms or dwelling units that a borrow (See also back-fill;fill) Fill are designed, used, or intended to be a body painting studio A business material required for on-site construction used,wholly or in part,for the accommo- establishment wherein the patrons may and obtained from other locations. dation of boat transients or tourists and apply paint or similar matter to another (Guilford County,N.C.) which are located near or abutting a river, unclothed or partially clothed person. a borrow pit (See also pit An area lake,or ocean.(Thousand Oaks,Calif.) (Imperial Beach,Calif.) ) from which soil or other unconsolidated a boathouse An enclosed or partially ■ body piercing(See also body art; tat- material are removed to be used,without enclosed structure designed for the use tooing; tattoo parlorlbody-piercing further processing, as fill for activities and storage of private watercraft and studio) The act of penetrating the skin such as landscaping,building construc- marine equipment.(Traverse City,Mich.) to make,generally permanent in nature, tion,or highway construction and main- Accessory structure constructed either a hole,mark,or scar.Body piercing does tenance.(Carroll County,Md.) not include the use of a mechanized,pre wholly or partially over a body of water Any place or premises where dirt,soil, sterilized ear-piercing system that pen- and designed primarily to provide shel- sand,gravel,or other material is removed etrates the outer perimeter or lobe of the ter for water craft or for marine-related below the grade of surrounding land,for ear or both.(Ft.Myers Beach,Fla.) equipment.(York County,lea.) any purpose other than that necessary A structure constructed over water either The perforation of human tissue other and incidental to site grading or building built on a pier or adjoining a pier for the than an ear for a nonmedical purpose. construction.(Schaumburg,III.) (Alma,Mich.) purpose of storing a boat or boat gear. Excavations created by the surface min- (Rock Hall,Md.) The intentional act of any person or per- ing of rock,unconsolidated geologic de- sons of piercing any part of the body of posits, or soil to provide material (bor- structure used for the storage of wa- tercraft and associated materials,which another person or persons,other than the row)for fill elsewhere.(Truckee,Calif.) which ears,for the purpose of allowing the in- hasone or more walls or sides.(Milwau- An area where soil,sand,gravel,or rock sertion of earrings,jewelry,or similar ob- kee, Wisc.) is extracted and removed for use as fills, jects into the body.(Concord,N.C.) 88 y tank tavern tributors or retail dealers or outlets.(Bon- man body by the insertion of pigment durant,Iowa) under the skin or by the production of scars.This term shall also apply to body a tank station Distributing stations, commonly known as bulk or tank sta- illustrations and permanent cosmetics. (Ormond Beach,Fla.) o taking(See also rondenrrrntion;condera- tions,used for the storage and distribu- nation,inverse;eminent domain;highesttion of flammable liquids or liquefied a tattoo parlor/body-piercing studio petroleum products,where the aggregate An establishment whoseprincipal busi- and best use; police pozaer) To take, p p capacity of all storage tanks is more than ness activity,either in terms of operation expropriate, acquire, or seize property without compensation.(Iowa State Univer- 12,000 gallons.(Bondurant,Iowa;Altoona, or as held out to the public,is the prac- sity Extension Service) Iowa) tice of one or more of the following: (1) vices establishment) Any business that placing of designs,letters,figures,sym- a tanning studio(See also personal srr- A real estate term traditionally used to bols,or other marks upon or under the mean acquisition by eminent domain but skin of any person,using ink or other sub- uses artificial lighting systems to produce broadened by the U.S.Supreme Court to stances that result in the permanent col- a tan on an individual's body. This use mean any government action that denies oration of the skin by means of the use of economically viable use of property.More specifically excludes spas,gymnasiums,_ needles or other instruments designed to athletic clubs,health clubs,and any exer- recent federal and state legislative pro- contact or puncture the skin;(2)creation cise equipment.(Salt Lake County,Utah) posals would consider any government of an opening in the body of a person for i program causing a "substantial" reduc- a target area(See also block grant;Com- the purpose of inserting jewelry or other tion in property values to be a taking. _ munity Development Block Grant;com- decoration.(Las Vegas,Nev.) (California Planning Roundtable) munity redevelopment agency) Speci- fically designated sections of the Any room or space where tattooing is a tandem parking (Seeparkiuy tandem) community where loans and grants are performed for compensation. Tattooing n tank, bulk storage Storage tanks made to bring about a specific outcome, means a placement in human tissue of any used for dispensing of flammable or com- such as the rehabilitation of housing af- indelible design,letter,scroll,figure,sym- ' bustible liquids or gases into smaller con- fordable by very low- and low-income bol,or other mark placed with the aid of tainers or for use in industrial processes households. (California Planning needles or other instruments;or any de- and distributed to the process by closed- Roundtable) sign,letter,scroll,figure,or symbol done circuit piping.Storage and use of fuel oil by scarring upon or under the skin. tanks and containers connected with oil- ` a tattooing(See also body art;hotly pierc- (Mishawaka,Ind.) I.ng) Any method of placing permanent burning equipment as defined in the A commercial use involving the marking designs,letters,scrolls,figures,symbols, [state fire code]are exempt.(Mishawaka, or any other marks upon or under the skin of skin of persons with adesign by apro- Ind.) with ink or any other substance,by the cess of pricking or ingraining an indelible a tank farm An open-air facility con- aid of needles or any other instruments pigment or by raising scars, or similar method.(Frostburg,Md.) taining a number of aboveground,large designed to touch or puncture the skin, containers for the bulk storage in liquid resulting in either the coloration of the ■ tavern (See also bar) Any place in form of petroleum products.(Sioux Falls, skin,or the production of scars or scar- which fermented malt beverages or in- S.Dak.) ring, other than by branding. (Alma, toxicating liquors are sold for consump- The storage of chemicals,petroleum prod- Mich.) tion upon said premises.(Madison,Wisc.) ucts and other materials in above-ground The creation of an indelible mark,figure, An establishment used primarily for the containers for subsequent resale to dis- word,or graphic illustration upon a hu- serving of alcoholic beverages by the tributors or retail dealers or outlets. ;a� dK(Altoona,Iowa) p :m' p s . �• r . The storage of chemicals,petroleum prod- 't1 ucts, or hazardous materials in above ground or below ground storage contain- 11611 � ers designed for wholesale distribution or ` mass consumption.(Champaign,I11J i The storage of raw materials,including a fuel.(Chelsea,Mass.) _. The storage of chemicals,petroleum prod- ucts and other materials in aboveground " containers for subsequent resale to dis- tavern 407 I Site Plans Issued for: Cape Cod Commission 4 evel ment Date Issued: October 26, 2006 Berkshire Latest Issue: November 14, 2006 IyannOugh Road Barnstable, Massachusetts" Site Alternative Property Information fidex — No. Drawing Title Latest Issue t Owner: Owner: S t C-1 Legend and General Notes 10/26/06 ' _ Site MDM Reality Trust STAR Nominee Trust C-2 Layout and Materials Plan 11/14/06• 481 Main Street 222 Baldpate Hill Road C ` 5 Brewster,MA 02631 Newton,MA 02459 C-3 Grading and Drainage Plan 10/26/06 - - C-4 Utility Plan 10/26/06 Map: 311 Map: 311 C-5 Landscape Plan 11/14/06 r ' Lot: 12 Lot: 13 C-6 Site Details 1 10/26/06 " C-7 Site Details 2 10/26/06 Applicant: C-8 Site Details 3 11/14/06 x r Berkshire Development,LLC • fi 41 Taylor Street,4th Floor Springfield,MA 01103 Site Location Map T d% Phone: (413) 781-2800 Fax: (413)781-8888 Reference Drawings '°°°Feet Sv-1 Existing Conditions Plan of Land 8/29/05 SL-1 Site Lighting Plan 10/26/06 - Vanasse Hangen Brustlin,Inc. . Transportation Land Development ,rt° g Environmental Services 51 '.A. • o aYr�,',H�iJ� a�' ' rl \\`hb\proj\`Nat-LD\09423.00\<ad\Id\Plcnsel\CCC Alternative 09423-LEGEng a Legend Abbreviations Notes: EJdst. Prop, Exist. Prop. General - General bout and Materials VM {r---�--�� EE anasse Hansen Brustlin,Inc. CONCRETE ABAN ABANDON I. CONTRACTOR SHALL NOTIFY"DIG-SAFE-(1-868-344-7233)AT LEAST 22 HOURS STORE 1. DIMENSIONS ARE FROM THE FACE OF CURB.FACE OF BUILDING.FACE OF WALL,AND CENTER LINE ---- PROPERTY LINE (;" ] HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP EXCAVATING. OF PAVEMENT MARKINGS,.UNLESS OTHERWISE NOTED. Transpurtation ° PROJECT LIMIT LINE ,,.�„ i RIPRAP - , 2. CONTRACTOR SHALL BE RESPONSIBLE.FOR SITE SECURITY AND J06 SAFETY.CONSTRUCTION 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. Land Development Pam, AN ADJUST ACTIMDES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. Environmental Services ---- RIGHT-OF-WAY/PROPERTY UNE p,3 CONSTRUCTION ENTRANCE PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE 3. CURBING SHALL 6E BITUMINOUS CURB WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE APPRO% APPROXIMATE 3. ACCESSIBLE ROUTES, .' - - - - -- EASEMENT CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH 101 Walnut Street,P.O.Box 9151 TOP OF CURB ELEVATION BC BITUMINOUS CURB STATE AND LOCAL LAYS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL ORAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE Water[oav;Massachusetts 02471 BUILDING SETBACK BUILDING,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES.STAIRWAYS,UTILITY PENETRATIONS, 21 sJ"I -M Kx BOTTOM OF CURB ELEVATION BIT BITUMINOUS 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS,COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC, 617 924 1770•PAX 617 924 2286 ---.----- BASF_UNE (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 6 INCHES LOAM AND SEED. t31."�: IR.TS><' SPOT ELEVATION BS - BOTTOM Of SLOPE i S. PROPOSED GRANITE BOUNDS ANDOR ANY EXISTING PROPERTY UNE MIXSED SURTION DISTURBED DURING -"" CONSTRUCTION LAYOUT ,.a!x- ail Tws 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SMALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 365 8,1 TOP&BOTTOM OF WALL ELEVATION ML BROKEN WHITE LANE.LINE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. ----- ----- ZONING LINE - .a 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS +' 60RING LOCATION. CONC CONCRETE r 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.WORK AT INTERFACE WITH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO - --- TOWN UNE _ ® TEST PIT LOCATION WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES Mw DYCL DOUBLE YELLOW CENTER LINE DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.. LIMIT 6 DISTURBANCE - ,: ® MONITORING WELL 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC IONS ON THE DR AND ARE N07 EL ELEVATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHAH LIPNE NECESSARY CONSTRUCTION NOTIFICATIONS NECESSARILY SCALED TO THEIR ACTUAL IL SHEET OR LOCATIONS F.THE DRAWINGS.THE WI:TIAND UNE 1NTH FLAG AND APPLY FOR AND OBTAINTHE NECESSARY N THE S,PAY FEES,SPECIFICATIONS,A POST BONDS ASSOCIATED WITH CONTRACTOR SHALL REFER R THE DETAIL SHEET DIMENSIONS,MANUFACTURERS LITERATURE.SHOP --- "" -UO- UNDERDRAIN ELEV ELEVATION THE WORK INDICATED CN THE DRAWINGS,IN THEAYS.SIDEWALK AND IN THE CONTRACT DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT --- FLOODPLAIN 12"D+ DOCUMENTS.DO NOT CLOSE OR OBSTRUCT ROADWAYS.SIDEWALKS,AND FIRE HYDRANTS.WITHOUT FEATURES. DRAIN EXIST EXISTING APPROPRIATE PERMITS. BORDERING LAND SUBJECT TO BODGING - .. 6'RD+ B. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, CATION OF PR AND ROOF GRAIN FON FOUNDATION 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC FDATAEAT FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT tY's � � - CONTROL DEICES FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE r WETLAND BUFFER ZONE ------ --- SEWER FFE FIRST FLOOR ELEVATION - SUPPUED AS PART OF THE CONTRACT DOCUMENTS. - x°z NO DISTURB ZONE -""-'""'""- FORCE MAIN 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS - GRAN GRANITE SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S - xaoR 2DO'RIVERFRONT AREA -- -mow- OVERHEAD WTRE _ EXPENSE. Demolition W'- --- -6•- WATER DID GRADE TO DRAIN 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE 1. THE CONTRACTOR TO REMOVE.AND DISPOSE OF EXISTING MANMADE SURFACF FEATURES WITHIN THE '----- --'-- GRAVEL ROAD ---:'FP--- -4•FP- FIRE PROTECTION LA LANDSCAPE AREA ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL.OLFACTORY, LIMIT OF WORK INCLUDING UUIIDINGS STRUCTURES,PAVEMENTS,SLABS,CURBING.FENCES,UTILITY OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT POLES,SIGNS,ETC.UNLESS INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF -_- -- - - EDGE OF PAVEMENT -2'aW- DOMESTIC WATER - LOD LIMIT OF DISTURBANCE MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER EXISTING UTILITIES,FOUNDATIONS.AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING - - IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS,PER DRAWINGS BITUMINOUS BERM -- -- -C GAS MAX MAXIMUM - AND SPECIFICATIONS. it. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL DE - _G_ BITUMINOUS CURB --F------ -E- ELECTRIC MIN MINIMUM RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 2. EXISTING UDUDES SHALL BE TERMINATED,UNLESS OTHERWISE NOTED,FI CONFORMANCE WIM _. CONCRETE CURB - .... - -STM- 'LOCAL, STATE,AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS.AND DETAILS.THE STEAM NIC NOT IN CONTRACT 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY """'-'-"--- CURB AND GUTTER TELEPHONE N75 NOT TO SCALE ADDIDONAL COST TO OWNER, REPRESENTATIVES _ Fa --- --- -FA- TIRE ALARM 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 3. CONTRACTOR SHALL DISPOSE OF DESOUTON DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL. EXTRUDED CONCRETE CURB --� PCC PRECAST CONCRETE CURB IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF STATE,AND LOCAL REGULATIONS.ORDINANCES,AND STATUTES. _..,..'S;....._-. M¢ MONOLITHIC CONCRETE CURB ----/. -- -CAN- CABLE TV PERT AT NO COST TO OWNER. a' PRECAST CONIC.CURB PERF PERFORATED - 14. THIS PROJECT DISTUROS MORE THAN ONE ACRE OF LAND AHD,FALLS WITHIN THE NPDES Erosion Control CATCH BASIN PROP PROPOSED CONSTRUCTION GENERAL PERMIT(CCU)PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF - •....,._.,.___.-. SLOPED GRAN.EDGING CONSTRVCDON CONTRACTOR IS TO FILE A COP NOTICE OF INTENT WITH THE EPA AND PREPARE A 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE DOUBLE CATCH BASIN' REM REMOVE STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS -"" ..+�...... VERT.GRAN.CURB ' CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. _T LIMIT OF CURB TYPE GUTTER INLET RET RETAIN -- SAWCUT LD ! DRAW MANHOLE R&D REMOVE AND DISPOSE Utilities 2. CONTRACTO SHALL THEREFROM ON AA WEINSPECT EKLLY BASISO MAINTAIN AND WITHINEROSION TWTLVE CONTROL AFTER EACH STORM EVENT APIDOVE T - TRENCH DRAW DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY 00 NOT ENCUMBER OTHEP: " R&R REMOVE AND RESET 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UPUTIES ARE SHOWN AS AN APPROXIMATE DRAINAGE STRUCTURES AND PROTECTED AREAS. r L PLUG OR CAP REPRESENTATION ONLY.THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED BUILDING w SWEL SOLID WHITE EDGE LINE THIS INFORMATION AS SHOWN ON THE PLANS.THE UTIUTY INFORMATION SHOWN DOES NOT 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT CLEANOUT GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES. SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS.WHETHER SUCH SEDIMENTATION ]JEN BUILDING ENTRANCE v SWLL SOLID WHITE LANE LINE NOR DOES IT GUARANTEE AGAINST THE POSSBIUTY THAT ADDITIONAL UTIUVES MAY BE PRESENT IS CAUSED BY WATER,WINO,OR DIRECT DEPOSIT. L FLARED END SECTION THAT ARE NOT SHOWN ON THE PLANS.PRIOR TO ORDERING MATERIALS AND BEGINNING J"LD LOADING DOCK TS TOP OF SLOPE CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES, 4. .CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE BOLLARD -' �-� HEADWALL AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE 1�3TYP TYPICAL THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, STABILIZED TO PREVENT EROSION, © DUMPSTER PAD iZ ® SEWER MANHOLE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. VGC VERTICAL GRANITE CURB S. UPON COMPLETION OF MOVE AND DIS AND ESTABLISHMENT OF PERMANENT GROUND COVER, T SIGN 2. WHERE AN EXISTING UTILITY IS FOUND TO SUCH THAT CONFLICT WITH THE PROPOSED EWORK.COR OMPLETED AS CONTRACTOR SHALL REMOVE AND E AND OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT CURB STOP&BOX I1L1111 ICONDITIONNTENDED. DIFFER ON THOSE SHOWN AND DIRT THE WORK CANNOT BE CCURATELY AS AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. z DOUBLE SIGN WITHOUT LA LOCATION,THE ELEVATION,AND THE OF THE ATIU77 SHALL BE ACCURATELY DETERMINED .. O WATER VALVE&BOX CB CATCH BASIN WITHOUT DELAY EN THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE -v. TAPPING SLEEVE,VALVE&BOX OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO E%15[mK Conditions Information - --=------ STEEL GUARDRAIL --" CMP CORRUGATED METAL PIPE NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR .. ..__... WOOD GUARDRAIL - SAMESE CONNECTION ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 1. BASE PLAN: THE PROPERTY UNES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY m CO CLEANOUT .. CONDUCTED BY VANASSE HANGEN BRUSTUN;INC.IN JULY 2005 AND FROM PLANS AND DEEDS OF FIRE HYDRANT •. 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS.AND DITCHES IN ACCORDANCE WITH RECORD.THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY 'MJ DOE DOUBLE CATCH BASIN ELEVATIONS ON THE GRADING AND URUTY PUNS, PERFORMED ON THE GROUND BY VANASSE HANGER BRUSTLIN.DURING JULY 2005. ' PATH WATER METER . 0RY POST INDICATOR VALVE OMH DRAIN MANHOLE 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS CATES.ELECTRIC 2 TOPOGRAPHY: ELEVATIONS ARE BASED ON THE NGVD DATUM OF 1929. !'WYY\ TREE UNE "' AND TELEPHONE PULL BOXES.AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND OA WATER WELL DIP CAST IRON PIPE SHALL BE SET/RESET AS FOLLOWS: 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE.OSTAINED +--------- CORE FENCE �' - FROM THE GEOTECHNICAL GROUP,INC. FENCE GAS GATE COND CONDUIT A. PAVEMENTS AND CONCRETE SURFACES: FLUSH � . +-...-- -- STOCKADE FENCE GAS METER DIP DUCTILE IRON PIPE B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH ° '- 0 STONE WALL - FES FLARED END SECTION C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE - Dole ®[u° ELECTRIC MANHOLE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION no. ae+u,m RETAINING WALL µC, o FM FORCE MAIN - - oeelgnea by Uerum by --- - ----- STREAM POND WATER COURSE ELECTRIC METER 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE - cno cr.e / / F&G FRAME AND GRATE UTIUTY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND a by bvrow4 by ------ ---- ---- DETENTION BASIN } LIGHT POLE APPROVED BY,THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE.ELECTRIC.FIRE ALARM,ETC.). xme Dale - iMl F&C FRAME AND COVER FINAL DESIGN LOADS AND LOCATIONS TO,BE COORDINATED WITH OWNER AND ARCHITECT. None October 26,2006. HAY BALES `v ® TELEPHONE MANHOLE - r,nxcl Tre GI GUTTER INLET 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND STALL RESPONSIBLE TRI PAYING FEES - SILT FENCE [j:j l7 TRANSFORMER PAD FOR POLE RELOCATION AND FOR THE ALTERATION ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE, Berkshire ,_-............__ GT GREASE TRAP FIRE ALARM,ALIT ANY OTHER PRIVATE URLITIES.WHETHER HER WORK IS PERFORMED BY CONTRACTOR 7� OR IT THE DRLITIESMATERI COMPANY. Development MINOR CONTOUR �' �' UTILITY POLE HOPE HIGH DENSITY POLYETHYLENE PIPE - - 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PUN: MAJOR CONTOUR V e- GUY POLE MH HANOHOIE CLAY WIRE&ANCHOR A. WATER PIPES SHALL BE CEMENT UNED DUCTILE IRON PIPE,CLASS 52 L -L IyanD011(,+11 Road ,- ra PARKING COUNT o HW HEADWALL B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE,SDR 35 RD HOLE Barnstable,Massachusetts Cta COMPACT PARKING STALLS HA va o HYD HYDRANT C. STORM DRAINAGE PIPES SMALL BE REINFORCED CONCRETE PIPE CLASS 5 Ori 'T PULL BOX INV INVERT ELEVATION 1e„,•e,a - -- DOUBLE YELLOW UNE B. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH Sl Ma[ailing.e MATDiUNE I- INVERT ELEVATION EXCAVATION,INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS Cape Cod Commission STOP LINE SUCH AS PULL BOXES,CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE ��,II�11!,',I IIIIIIIIIII'I CR055WALI( LP LIGHT POLE CCONTROMP ANY A MFURNISHDICATED CONCRETE ON DRAWINGS.NCASE ENT OF DUCT BANKS IF REQUIRED BY THE UTILITY ACCESSIBLE CURB RAMP MES METAL END SECTION '" 9. SITE CONTRACTOR SHALL EXCAVATE AND BACKFLL TRENCHES FOR GAS IN ACCORDANCE WITH GAS Not Approved for Construction ( ACCESSIBLE PARKING PM PAVED WATER WAY COMPANYS REQUIREMENTS. C. VAN-ACCESSIBLE PARKING PVC POLYVINYLCHLORIDE PIPE 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY ,r THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. Legend and RCP REINFORCED CONCRETE PIPE • R- RIM ELEVATION General Notes SMH SEWER MANHOLE - General TSV TAPPING SLEEVE,VALVE AND BOX UG UNDERGROUND Site Alternative UP UTILITY POLE oA•Mv Nembe. r :\ s e.I1 er8 09423.00 e 09423--LEC.DKV \\W:5\pruj\Not-LD\09423.00.ad\.d\Pl....l\CCC\Alte.notivo 09423-LMAw9 - Zoning Summary Chart Zoning DisMct(s):HB Business District Overlay District(s):GP Groundwater District Zoning Regulation Existing- I Required I Provided Requirements MIN.LOT AREA 2.53 ACt /. - _ .ROOF.-'4o.00Q sF 0 92 AC z.53 Act Van—se Hangen Brustlin,Inc. FRONT_._......._. ......__ ..._...._,.. ------' -,....._..._......---_ROOF ----- "t1':-' FRONTAGE 296 FTi 100 FT 296 fTt '". FRONT YARD SETBACK 106 FT31 100 FT 450 FTi ._., .... .. ...-_ ..,_._.._ Transportation " - SIDE YARD SETDACK 14 FTt 1065 FT _. I. .. _. ....4 FT FT 0 FTd: Sand De • - Rlopment EAR YARD SETBACK 17 20 190 - O ental Services MIN LOT WIDTH r 141 FTt 1fi0 FT 296 FT3 rtVlr - - : MAX.BUILDING HEIGHT STORIES 30 FT,t STORY_ 101 Wain t sneer.P O B " " MA% IMPERVIOUS COVE 03% n Box 91$1 1 30 FT 2 STORIES 3 FT 1 •. / -:/ .. .:" _. �.. _.------- ___ � _..._. _ _N2 GP.___ ...._... ._. Watertown,Massachusetta'02471 " -'.�' _ INTERIOR PARKING E LOT RAG COMPILED PROERTY 41NE EXISTING FENCE i0 ,.._. & 109 o 6 Gx 617 924 1770 FAX 617 924 2286 --- J- E 61 7 50 IST. FROM DEEDS:OF_LnIMDCOUki-" LANDS APE PER NTAGE ` • EMPLOYEE ` DE REMGVEDWP"" ':"- / 'PARKING .....TO PROPERTY LINE SPACES(8) • UNDER EXISTING CONDITIONS THERE ARE TWO LOTS OF'47 792 SF AND eERGENCY I 62,555 SF J GATE<UB E)FIRE^ a SIDE SETBACK REWIRES A TOTAL OF 30 FT, PROVIDED THAT NO O R Bt 6 442 F W/'BREAKAWAY CHAIN OFFER 9t�( _ �/ \ >ar ap LANOiCAPE� PAVERS 9 of - .. ALL OGRAVELUPARK PARKING RESULTS IN A PERVIOUS TRACK OF LESS THEN 10 FT _ B04DING SETBACK Sign l7utn)(nary EXISTING FENCE / LA ( 20 TO BE REMOVED_ Sq '� ,_ �' M.U-T.C.D. Specification ASSUMING Desc Number Width Height � , s ' Parking SummaryChart ERI511NC FENCE''" b l �.L .r. PARK NCO SPACE PI�:� 9.; YORYMAIN Size Spaces ...HESEIOfD ry� , l BC 1Yp�..: () f 24 _� Im' EMPLOYEE PARKING • Description P R7-9 12 IB- ` PAAgJIG nra - - - ,, - I I •" P s - sPAcls r3) _ Required Provided Required Providcd i I. r SPACES 9%20' 9'%20' 106 _ R S ` 0 STANDARD _ ROOF_. _ ,� „ STMIOARD ACCESSIBLE SPACES 12%20' 12 X20 4 -__ - m _ ,.J w 8 PC w I�+... _ LL' (. SPACES• R7 BA 12 1_:.:.�.'- ...,� �;: ...:!'� ..!._ .:':.�..,:: �PCC -..., ..., '.4,6:i;,'. VAN ACCESSIBLE 12'%20' 12'X20�._ _ 1._ 6- .1 _ TOTAL SPACES _ROOF - _ 111_.._ 111 ! 1 .. w O 1- © O� © A ADA/STATE/LOCAL REQUIREMENTS EIRI '- RB 31 1 20 . 24 -,:_(:20 20;� 2a - - mj ,' z 18 TYP). TYP) (h'P), (T.YR) (TrP) I 1 r-E%ISRE GTREES Parking TLC uiremerus: __... •` - ')- `EXISTING TREES v,l M'IN - SALES IFLOORgAREA: t6,226 SF%,SPACE/200 SF 92 SPACES i TO REMAIN.- O T t O ROAD SHOP(AUTO REPAIR): 736 SF X 1 SPACE/100 SF=8 SPACES R7-201 12 6' twi Away /SRO \ / INAREHOUSE/RECIEVING: 2,453 SF X 1 SPACE/700 SF=4 SPACES 1. 4.777 SF OF I A PCC� _ OFFICES,ETC: 2.078 SF%'1 SPACE/300 SF m 7 SPACES AIN li PERVIOUS LA nV - T 1 rr.G C PAVERS �, LA I SCREENING FENCE 'i A _\`S. III •.GUSTDMER 'Pet :�O R-91 f 12 /s SY 97PACE ( HPAV&AEN ( ) . _ PICKUP - '�SPACES 3) T TYP I, wn l sP-I z 8' mnHm I�— li a iSEX 1065. wI PERVIOUS PAVERS 2D1 V. 49' 1` =HEAW DUTY PAVEMENT ie A R R]8A it 'CfFdSSWALK `PR6 j 0',O II r RETAIL h . i l.. 7 IIII ,Ua-DING. i \ I R7 8 .r � Re 31 OVERHANG: 23,500 SF f� R201 _ 1 1' f ;'K .1 ;,•. - 1 CCC COMMBN6 11/14/06 SRC 1. .� LA a R.N:an a• BIOFILTRATON TS`LAND(TYP)- / ACR -RB 31 D l 1 w ey 0 1 R7 201 / W(pfC -�4 l Dan Appror.c ey F/._ 1 `c (� ' October 26,2006 (EXISTING TREEA Be \\ y F 4'.[ '' 7__ 1 e 1`, TO REMAIN LA'1 24 -Berkshire 50' SOD 910FILTRATION 6WALE Development 1.7 Rs z �,( a, L'n' �. lyannough Road j \' GRAVE 51,35 '� Barnstable,Massachusett 4' AVEL PATH $ 2R <1 t I '106Si — o. - < Cape Cod Commission 2 1� I p' P1RL00t�1 SEGNiO� - �J(19TI MG TREES - _ MAIN � 46,J] Not CUAp 7XAN5LTI0N No d for Construction . ACR ari_J �r. TYPE G Layout and i s Materials Plan b /�J 30 0 30 60 C-2 R c.d t• a SCALE IN FEET G � � t 2 �6 - �S19N L cqG 66 42 p o9a2s.00 09423-T.M.dwe \\vab\prD'\Wa t-LD\09423.00\cad\Id\PI—,l\CCC\Al terns time\09423-GD.0 W VM Vanasse Hangen Brusgin,Inc. T—sportation Land Development Environmental Services O . 1 <, 'h SMH1 .. 101 Walnut Street,P.O.Box 9151 G m' : -.....:. - ,.;•: F� _ _ � Weterwn.Mess tta ac68se 07471 • (. -_ .-._ STA9It12ED CONSTRUCn _ .. - - - 617 924 1770•PAX 617 924 2286 ENTRANCE .i d - EROSION CONTROL 'BARRIER(TW) I 5S ^ -_ 5A I , CB 1 6EEW W Sk6' li R-nJ --' n _ - - tj 4! I no - ` ; 53fi -. .- @0 O ( ) ER ON CONTROL II ' 'CB 2 TIEFNIYE I "BARRIER -YP)i - _._._..-... 12-SCH 40 >. - R-S4 'S54 .-. 5 Y- O a % TWPE .0 �I OR N r 01.0%(TW). SENK R— 1-i - - — _ 12 S 5 B 40 / 39:3 O r , s ,i I t 3 4e 1541y '_� 54.9 549 4 S4.3 �'T `l 9 '1 54 4 INTERIOR:pIPES .4 4 - -00 6".EEFwYE R-11.5 � 16009(TYP) EMERGENCY OVERFLO }7j J =c AME AND GRATE O S5.9 SEX _ 4 ,I 50 I Gy ' 1 '_ C CB 2tt SNuEd1r J sr _�.- i - i 5#®-DIAMETER%10 DEP 3a.9 Ok 1 1 - R SI S °1gACHINC CHAMBFIF SMH 2 Y SWTry 1•STONE i, R=54.3 .a l �.561SROUNDING.,(TW� 7 � I � . -PLACE L ACHING CHAMBERS 5 ,�p®®/-y E® I. BETWEEN'E%IS71NC TREES TO L - Plo rW - MINIMEN''pEXNING TE TO S R�� 4 ROOT SYSTEMS(TW) R DB 7.. TAIL aZ .BE91NE 599 1�: d .. O FFE S5S I aa�s a, ale ,c. 1 I EACH��HAMRFR W - Bn11P/C - Dx e<ke STONE NSURROUNDING(TW) °y DEO 'y DEO 3., ee o,n0 Oy a ey P ..-. I. - r l\ D 4' !_� F 1. <na cAe^u3 Dane a n II`,,T^{AGT(AN 1 °1=0'y Ocwber 26,2006 5` SEDJMENT TijAF I 0 ia. J � 55 (Tf 4'DIAMEIE•R :4`IOEEP 1 w P `\ Nl1la :.? ^LEACHING CPIAMBETY WITH 1' I� STONE SURROUgZSIRG(TW) Berkshire . .. -• \` tii 5fi \� Development ... 1 •, Iyannough Road a , 55 4 'f is Barnstable,Massachusetts STABILIZED '1 "r357 ". ✓ corNsrnucnoN ENTRANCE— Cape Cod Commission 01 y -., { Sao ) f�i IX ' '� '^ � y:•. � ::�- ..�:� Not Approved for Construction - I I ` Grading,Drainage, and Erosion Control Plan t Site Alternatives amfi,. C-3 07- SCALE IN FEETse,t3 �8 au l 09423-GD.DM k \\Mb\proi\Wut-LD\09423.00\cad Id\Pia,sal\CCC\Al te•n Ut \09423-UT.dwg ' Vanasse Hangen Brustlin,Inc. - STUB NEW B'WATER .Transportation 1 Lmd BDVa Di—lop l$eNiCeB / FOR FUTURE CONNECTION e e 8 101 Walnut Stint,P.O TEE- / ]..,: SMH 7 02471 fi17 924 Wat-w81 ass FAX 617 s . ., .. _. 770 F 9242286 5N82 Box 9151 ... CONTRACTOR TO VERIFY LOCATION Y _.I OF EXISTING8-WATERMA TO IN .:. - ,., 1 • -'_" I) - ' PRIOR TO CONSTRUCTION—, TO EXISTING GAS LINE .. - 4 \ CON r W Yk CONNECT TO EXISTING .--' 8'WATERMAIN WITH s J 4 GATE VALVES AND TEE/ NV •I:R 3 I ` 1� - .- -- I 99.J W 1 OR BEFH Jr I ..CB 5 BED h l� l 'I INTERIOR-PIPE ' 1 ?J \ ' O 8"SCH 40 _ ALL EYISTING ON-SITE 00.0%(TYP) yUnUnkG(CREASE TRAP. . I' 12`SCH 40 ,I O R�S4.9 � l VARENTO��REMOVEDEINETC.) - i....-r..� _ k j 01.0%(TYP) THEIR ENTIRETY. - - B ! `d':;-•: f -72•SCH 40 INTERIOR4 FIP - • CB 6 BF➢UK 8 SCH k i '`. I, ':�i RSI6 GE/T UGE/T T J r IE a9.s Wl ®0 0 TYP _. d '.I _ EM RGENCY OVER x( `i FRAME AND GRATE -w'". 3 9 Ex zw i I r _ � 6•saroTe�: web � . .- 1- BEE 6 ,9t.INSTJIta CB 2A$IN.(1 - ' -MDIAMETER -10 DEEP �6 t FIRE'.7ROTECRON - i ,tE�INGA�CNAMBEfP Rs 1 I OOJiESRC .Y 1 O E 1;510 Br➢e ii i /- SCIRROJl�DtNC I. II t - ,I i, I - AF r'• PLACE LEACHING CHAMBERS BETWEEN EXISTING TREES TO - II �• 'I��' I r ® r'yA/ MINIMIZE DISTURBANCE TO REV O'9IL ROOT SYSTEMS(TYP) \' •CB 7 erolrvr O O } ( f6 I / R=53.fi 4'DIA ETER X 4'DEEP W.S" E .,. i .a nr D DED '` \ CB'B BF➢nVE - \ LEACHING CHAMBER WITH. tAD cneaW 6yD r Mn•n..e nynaa li "• R=SJ.x STONE SURROUNDING(TYP) - ._, �• 1 ! - ' ` 1"-30' October 2Q 200fi I t, Berkshire H}U ":: 4'DIAMETER a'CE�EP LEACHING CHPBERI WITH 1' STONE SURROUNDING.�TYP) Development W Iyamough Road Bamstable,Massachusetts APPROXIMATE LOCATION -�'-"- - OF EXISTING 10"WATERMAIN' 1 / - - r I I I Cape Cod Commission - S Not Approved for Construction CONTRACTOR TO VERIFY LOCATION- OF EXISTING 109 WATERMAIN PRIOR TO CONSTRUCTION - 3 7 1 t` �. Utlilty Plan • \`-CUT AND CAP (Y CONNECT TO EXISTING / EXISTING 6 WATERMAIN .� - Site Alternative TO'WATERMAIN WITH - \„ TAP%TUG SLEEVE AND VALVE 30 SCALE&JA „ 09423.00 0942J-UT,Da'C \\Ob\praj\Wat-L0\09423,00\cod\Id\Pl onset\CCC\Al tern a live\O9423-LA.dw9 . N PLANT LIST OTT. KEY BOTANICAL NAME COMMON NAME SIZE VMDECIDUOUS TREES 13 AR ACER RUSRW I'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3"31}"CAL. 6 AC AMELMNCHIER CANADEN615 GLUHP 9HADBL'OW 6ERVICEBERRT B'-10'HT. Vana$$e Halagen BYu$tlln;-InC. 2 FP FRAXMUS PENNSTLVANICA'SU [T' SUI'9-IIT GREEN ASH 3"-34x•GAL. 3 MS M4GNOLIA 6TELLATA'CENTENNIAL' CENTENNIAL STAR MAGNOLIA 6-T LIT. Transportation 4 MV MAGNOLIA VIRG!N1ANA SWEETBAY MAGNOLIA B-a^HT. Land Develo meat I,." OR QUERCUS RUBRA RED OAK 3•3'h".CAL. - Envlr'o—tal Servim —%---- x i\�•x-'"� x� x '-17 JV '.JUNIPEFdl6 VIRGINIANA EVERGREENEASiEFN RED CEDAR 6-1 HT. 101 Walnut Sneer,P.O.Box 9151 COMPILED PROPERTY LINE "' '- } CNN::^'FTlfdl6 NK"R.n AUSTRIAN PNE 6-l'HT. Watertown,Maa chuaetU M71 FRDM DEEDS 9F LANDCOURT-'--' 617 924 1770•FAX 617 924 2286 II y;-.-. --, „-�; T PP PICEA FUNGEN6 _ GOLOR4D0 BLUE SPRUCE 6-l'HT. LOAM 1 SEED- _--T PP, ..-. ...:, 4 TO FdUA OCCIDENTALIS'DAW AMERICAN' DARK AMERICAN ARBORVITAE b-l'HT. -l5 NR HEMEROCALLISFOHAPPY REITUIO.'9'D H HAPPY REN�RN9 DATRSWEET POT HT !I �•. `i LOAM A.SEED 114 IG ILEX GLA5R4-SHAMROCK' 6HAMRP X INKBERRY IB-24°HT.. LOAM 1 SEED ( I ZD BU 68 IV (TEA ERJ5 CWHICA HENRYSSARGENTGARNET ANIPER"�MIA SWEETSPIRE 717 4•PD 64 K JIAIIPERU9 CNMENE615'SA ENTII -3 Q I 10:GARNET' w MP MYRICA PEWSYLVANICA NORTHERN BAYBERRY 2-7'h' T. DCG� ,: T MFt' 1 I -' F 22 PH PENNI6ENM ALOPECUROIDES.'HAMELN' DWARF FOUNTAIN GRASS M POT GA 2 A 53 55 SPIRAEA'BUMALDA'ANTHONY WATERER' ANTHONY WATERER 9PIRAEA IB'24'NT. - - _ 6B 6AR 91 51G ' I Landscape Notes IGR _ ;41 I. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED 2 AR 41 Jr- jo: CAREFULLY AS SHOWN ON THE PLANS FOR FIELD REVIEW ! ! 5 ISGJ I BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LOAM/S (TYP.) LOAM t SEEM 2 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES ✓' Cr - (TI AR - AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS- SEED . - MULCH(TYP) f m "E3dST•I 11 NG TREES / - _ BIOFIL'IRATION ISLAND(TYP.)' 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL AL ' I TCOZEMAIN AND B GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN m. - - ) - - % THIIMIMEDIATE AREA. z 1- PROTECTED(TY E REMAIN AND BE TO(REMAIN AND BED 1 S ) l._.... .._: gl EXISTING TREES 4. A 3-INCH DEEP SHREDDED PINE BARK SHALL BE PROTECTED/71'P) INSTALLED UNDER ALL TREES AND SHRUBS,AND IN ALL - "PROTECTED(TYP) 10 IG' -.I AF'e 4 '' PLANTING BEDS,AS SHOWN ON THE PLANS,OR AS DIRECED BY OWNER'S REPRESENTATIVE. - ..p' ` IFP _ 161SES _ • ! 1 t 1 I `I _ 5 REPRESENTATIVE. NOTEED OR APPROVED BY THE OWN UNLESS . rALL TREES SHALL BE BALLED AND BURLAPPED,�\ i i ERS •It• 3AC 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS 4:TO SHOWN ON THE PLAN.THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN --------- ANT__....__. .t'0 PS i - QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN. II I.y EXISTING TREES .tf'aE CONITRACTOR SHALL REPORT ANY DISCREPANCIES TO REI'(AIN(TYP.) T - _ •.BE1tk1EEN THE NUMBER OF PLANTS SHOWN ON THE PLAN <4: 3 JV c" -F - 'AND;PLANT LABELS PRIOR TO BIDDING. ABILITY, O MAIN THESE EXISTING T. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE TREES S TO BE DETERMINED AT APPROVED IN WRITING BY THE OURJER'S REPRESENTATIVE. THE TIME OF CONSTRUCTION BY A - i $ f CERTIFIED ARBORIST.P TREES 8. ALL PLANT MATERIALS INSTALLED SHALL MEET OR MUST BE REMOVED OWNER SHALL EXCEED THE SPECIFICATIONS OF THE°AMERIGAN 3 AG I8 GA 4 MAKE ARRANGEMENTS WITH STANDARDS FOR NURSERY STOCK"BY THE AMERICAN _' 1, ABUTTER FOR REPLACEMENT. ASSOCIATION OF NURSERYMEN. - ALL PLANT MATERIALS SHALL T FOR ONE S. YEAR FOLLOWING DATE OF FINALE ACCEPTANCE. S p 10. AREAS DESIGNATED"LOAM/SEED"SHALL RECEIVE 6"OF EXISTING TREE I PROPOSED �� LOAM AND SPECIFIED SEED MIX.LAWNS OVER 2:1 SLOPE 1 TO REMAIN AND B �� N T • SHALL BE PROTECTED WITH EROSION CONTROL FABRIC. PROTECTED(TYP.) BIQFILTRATI` 1 RETAIL AIL i 15L,!41ND(TYP,) H - 23,500 SF IL LOAM AND SEED ALL AREAS NOT OTHERWISE TREATED. 3 JV ,,gig IG B 4 I - 12. THIS PLAN 15 INTENDED FOR LANDSCAPING PURPOSES 2T JC FFE 555 ONLY-REFER TO SITE/CIVIL DRAWINGS FOR ALL OTHER i 1 >7 SITE CONSTRUCTION INFORMATION. I 1 CCC C0IINENIS II/14/O8, FGS tree Protection L EXISTING TREESJO REMAIN SHALL BE PROTECTED WITH 4 GA 15 CA 1DD 4uo(,vc gE � ° ek° TEMPORARY EROSION CONTROL FENCE AND HAY BALE `D o.s, r,.°m,er can c .w. nr ao° v BARRIER ERECT BARRIER`AT.FDGE OF THE EARTHWORK � ""•- 6 1 1 r f1ULCH(TYP.) k - CUT LINE PRIOR TO TREE CLEARING.LAY OUT THIS LINE BY -,,! / y, ITCH(TYP.) I ,cos 1°=30'- Dale October 26;2006 FIELD SURVEY. -....'.. 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE k �/ I t - - 4 I 3 MS'^ TREE PROTECTION AREA.CONTRAG70R'S}7AL NOT$TORE � erl{Slllre i; VEHICLES OR MATERIALS,OR DISPOSE OF ANY WASE - '. •*- +, I zi I5 SB 9 y- _ Y1 MATERIALS, WITHIN THE TREE PROTECST�I�:5A&r�TION SWALE(TYP) - l I HHR L5 Development .� .., .. 5 IG 3. DAMAGE TO EXISTING TREES CAUSED BY THE .: y •"I 15 Iv I ennoll Road CONTRACTOR SHALL BE REPAIRED BY A':GERTIFIED EXISTING TREES " : 1 5 IG --- - - ARBORIST AT THE CONTRACTOR'S EXPENSE TO REMAIN AND BE �' Barnstable,Massachusetts ,PROTECTED AND B(TYR) .. - ".. Plant Maintenance Notes ...LOAM 4 SEED C01111111$g1D11 ER19#ING SREE ............... P Cod 1. CONTRACTOR SHALL PROVIDE COMPILETI='MAINTENANCE # OF THE LAWN5 AND PLANTINGS. NO IRRIGATION IS' TO REMAIN-AND-$E k'; '"' .I• - _ ., M1I a. Cape ' PROPOSED FOR THIS 91E.THE CONTRACTOR SHALL PROTECTED(TYP7 :EXIS7IN T u t 'fO'REMAIN AND/B SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PROTEGTED'(TYP7'' 23 1G .,,,✓' '.1 Not Approved for Construction PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE 10 PH:. PERIOD. I. r SOD BIOFILTRATION SWALE(TYP.) .-' fY HHR 3 Q 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR "' - 4'MV IS R q 'p AND EQUIPMENT FOR THE COMPLETE LANDSCAPE '"" .16 HHR- cam` Landscape Plan MAINTENANCE WORK. WATER SHALL BE PROVIDED BY THE " 'I2'FN6 p LOAM/SEED .- 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON,WHEN NATURAL RAINFALL 15 BELOW ONE INCH PER " ...... ....... WEEK 'x. _.... .EXISTING TREE ..._ w • 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO 70 REMAIN AND BE Site Alternative THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF PROTECTED(TYP.) EACH PLANT. ®/'1 5- CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS "^t'P24n C-5 AT THE END OF THE ONE YEAR GUARANTEE PERIOD. � ' a �a CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE 30 0 .30 60 _: $ FACILITY MAINTENANCE STAFF 4T THAT TIME. SCALE IN FEET .�,Krs org s,,40(APJQEGA�'9' N 4 "mn°r n9aaT-t 4.oac \\inn\Oroi\vlGl_lo\csazs.no\°Dn\Id\Plr,°.e1\rcc\AN¢r°°nee\D9aza-DEr.d.9 - - ' r • -115'BINMINOUS TOP COURSE 11f"BINMINOUS BINDER COURSE 4"CEMENT CONCRETE °^ SURFACE (6'IN VEHICULAR AREAS) MESH(Bx6xW1.4xWI.4) ,S�aoo g owe° .o o 9"'COMPACTED GRAVEL TREATMENT / _ 12' ..._ Sr1EET5-CENTER OEPM °°.° V D o VARIES 10. 2'RADIUS(TYP.) (MIN.) 6' VARIES I�ee° °08� / TREATMENT VARIES CURB-- 8 A Yanasse Hangers Brustlln,Inc. 2" e' _2" 1"CHAMFER -TOOLED JOINT -FINISH GRADE SLOPE BINMINOUS REINFORCED PRECAST - - ` VARIER- I CCNC.PAVEMENT / �-CONCRETE CURB 8"REVEAL I.55 VERTICAL GRANITE CURB 12 - (TOP COARSE) / / PAVEII 1 0 A MIN. °° `\-COMPACTED SUBGRADE Transportation CHAM ER ° TREATMENT VARIES _ , ¢ BINMINOUS . /� PAVEMENT - '�\e" x+->'-� Land DCVCIOpmGllt r� CONC PAVEMENT /�TACK COAT �.•� CC.CO PAVEMENT ��77'' C A"� (BINDER COURSE) / PROPOSED BIT. .yJ o°2° °Pv0 nMYY Duty neMble Pavement Env rourrental Services py Y / CONC.PAVEMENT _ TACK COAT "j \ ILI' vnRl ccb o proms SED BIT. -2,5G0-CEMENT 20 PB CEMENT S'COMPACTED SLOPE VARIES-- CONCRETE IF CURB > / C' METE F CURB So�P�°d'o8 'GRAVEL(1Y,"MAXI I 101 Walnut Street,P.O.Box 9151 IS PLACED AFTE0. r e•O. a IS SET AFTER BINDER STONE S2E)-)I Watertown,Massachusetts 02471 CIMPACTE P COURSE IS IN PLACE BINDER COURSE QO ¢E q Q,' 4 $ _? SUBGRADEJ 617 924 1770 FAX 617 924 2256 s b 06 4z w-L '� R d b rvFj G e q S¢CHGO - �t)f"BINMINOUS TOP CWRSE G 4 00�' 2"BITUMINOUS BINDER COURSE „ COMPACTED GRAVEL Notes o __- [ • $ B' \ 4a I'i a�4�-.: - a- V EXPANSION COMPACTED GRAVEL COMPACTED 'JOINT SEALANT - (1F,'MAX STONE SIZE) \ GRAVEL ' '){e BT TJ5"DOWtt SOCKETS Kt- L 1V $HALL BE NRNISHED AT ENDS 1.PROVIDE EXPANSION JOINTS AT COMPACTED COMPACTED OF ALL CURB SECTIONS TO MIN.30FT.O.C.WITH PRE- SUBGRADE SIBGRADE 6' fi 12` r RECEIVE 1/2'DIA.DOWEL F0�AIXEAL4RON JOINT o�'ti COMPACTED SUBCRAOE MIN.) CONCRETE 8' 6' 6"- COMPACTED GRAVEL - --- COMPACTED - .PROVIDE TOOLED CONTROL SIDEWALK _ MIN. GRAVEL BASE Notc . (1YJ'MAX.MA% STONE SZE) JOINTS AT a O.C. JS PREFORMED °°° Standard Duty F1lSlble Pnv¢m¢at Y .ALL CURBING TO BE MACHINE EXTRUDED COMPACTED SUBORADE EXPANSION JOINT , 1 PROVIDE BROOM FINISH IN BUILDING FACE, DIRECTION PERPENDICULAR TO FIXED OBJECT, CURB. OR Co..-.SDEWALK 4.CEMENT CONCRETE SMALL BE EW-110n joint Detail 4,000 PS-TIE I.. ' Vertical Granite Curb(VGC) 6y63 Bituminous Curb(BC) 6/03 Precast Concrete Curb(PCC) ¢3 Monolithic Concrete Curb(MCC)&Sidewalk 6yD3 -Bituminous Concrete Pavement Sections 9/D< .......... _-.-_.._ N.T.S. source.VHD LD_O2 N.T.S. seura.vne w_c6 N.T.S. scarce.VH9 LO now N.T.S. source.vna w_a11 N.T.S. Source:VHe LO ow Qg- BLEIE �*` PGG •��4r i �4`�'�4` ESE OFN DIt I I I I A ACCESS AISLE If I I ;4 I I a 4•z4•ON MN CENTER ONES SEE DETAIL 4.. cd \\ �'1 LANDSCAPE If \ rd.Dr(00' `�� 3r ^cl;:. AREA(TYP.) I p$P/ I •S" \\ I ,>< +v \ I I SEEUNOTE S. - �e T,r•Tv�Y ,yDPa$J'y. � N') ._ RAMP, � \ \ta \ ^ ems° Y MAX ' BLUE SKID SE NOTE 9. g _-.... EUNOlE 9. ICU PLANT \ � '• Y UP '�I I SEE NOTE 9. �. "�•`DTI ^.' �`MD ;. ry L B'ADJACENT tes: TO VAN-ACCESSIBLE Not.; No 3r WWD1M WHITE NoteW: SPACES Notes- Defe'I 1.THE MAXIMUM ALLOWABLE SIDEWALK AND MRS RAMP CROSS ROPES SMALL BE 1.5(1%MIN.). 1.THE MAXIMUM ALLOWWASLE SIOEWAUK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1X MIN.). 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS ROPES SHALL BE 1.5(IS MIN.). 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS ROPES SHALL BE 1.5(I#MIN.). ACCESSBIE PARKING IL WE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 2.-THE MAXIMUM ALLOWABLE ROPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE SR 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 2.THE MAXIMUM ALLOWABLE ACPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL'BE 5X J.WE MAXIMUM ALLOWABLE ROPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X 3, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X _ 3,THE MAXIMUM ALLOWABLE SLOPE OF ACCESSBLE ROUTE CURB RAMPS SHALL BE 7.51 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE RITE CURB RAMPS SHALL BE 7.5X 4 .. A MINIMUM OF J FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4.A MINIMUM OF 3 FEET CLEAR STALL BE MAINTANED AT ANY PERMANENT OBSTACLE IN 4.A MINIMUM DI'-3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OB5rACLE IN ACCESSIBLE ROUTE(IL,HYDRANTS,UTUTY POLES TREE WELLS SIGNS,ETC.). ACCESSIBLE ROU TE(I.E..HYDRANTS,UTILITY POLES,WEE WELLS SIGNS,ETC.a ACCESSIBLE ROUTE(UL,HYDRANTS,UTILITY POLES,TREE WELLS SGNS,ETC.). ACCESSIBLE ROUTE(I.E.HYDRANTS,UTILITY POLES.TREE WELLS.SIGNS,ETC.). 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. Notc: 5.CURB TREATMENT VARIER.SEE PLANS FOR CURB TYPE 5.CURB TREATMENT NT ADOAC SEE BANS FOR CURB TYPE 5.GUI®TREATMENT VARIES,SEE PLANS FOR CURB TYPE. 8.RAMP,CURB,AND AWACENT PAVTdIENTS SHALL BE GRPDED TO PREVENT PONDWG. 6.RAMP,CURB AND ADJACENT PAVEMENTS ALL BE GRADED TD PREVENT PONOINC. 6.RAMP,CURB,•CUD ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PON0ING e.RAMP.CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PoNDINO t.ALL DIMENSIONS TO EDGES OF 4-PAVEMENT STRIPING. ].SEE TYPICAL SIDEWALK SECTION FOR RAMP COMSTRUCTION. ].SEE TYPICAL 9DEWAlK SECTION FOR RAMP CONSTRUCTION. ].TYPICAL.SDEWAY.SECTION FOR RAMP SECTION CONSTRUCTION. 7.IYPICM 9DEWAK ACTW FOR RAMP SECTION CONSTRUCTION. 2,ALL STRIPNG SMALL BE 4'WIDE SOUS WHITE PAK,MENT - - B.WHERE ACCESSIBLE RITES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5 x 5' 8.WHERE ACCESSIBLE ROUTS ARE LESS THAN 5'IN tlAD1H(IXCLUNNG CURBING)A 5'�5' � B.WHERE ACCESSIBLE ROUTES ARE UESS THAN 5'IN WOTH(EXCLUOING CURBING)A 5'x 5' a WHERE ACCESSIBLE ROUTES ARE LL5S TNPN 5'W WIDTH(E%CLVDING WRBWC)A 5'x 5' MARKINGS UNLESS OTHERWISE NOTED. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FFFr. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED NO FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO ECUJ D 20C FEET. 9.ELIMINATE CURBING AT RAMP(OTHER THAN VERTICAL CURBING,WHICH SHALL BE SET 9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING IS 9,ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING IS 9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING Is 3.8'STALL WIDTH REFERS TO B CLEAR BETWEEN INSIDE FLUSH)WHERE IT ABUTS ROADWAY. INDICATED ON THE DRAWINGS To BE INSTALLED AND SET FLUSH. INDICATED ON THE DRAWINGS TO BE SET FLUSH. INDICATED ON THE ORAWNG4 TO BE INSTALLED AND SET FLUSH. ,= EDGES OF PAVEMENT MARKINGS. - Accessible Curb Ramp(ACR)Type'A' 6/. Accessible Curb Ramp(ACR)-Type'B' 6/o3 Accessible Curb Ramp(ACR)Type'D' I/oo Accessible Curb Ramp(ACR)Type'G' a6 Accessible Parking Space 6/DJ Na R M,1 DpLe --- N.T.R. saurca VRa LO_5o0 N:r,S. Scarce.Iele LU-,I LO_ssx D_ a by-- o UI CAO�FecAeo by eY proWeJ ey . .. s.el.m Noted L° OcWber 26,2006 IR. 2-(M-) \- RELINE .. Berkshire - Development ROUNDED CONCRETE CAP ., CAP STEEL PIPE POST a IyaDDOBji,'lt Road MADRAX MODEL HW-II SF-P CONCRETE FILL �TYPICAL SIGN 9 LOOP HEAW DUTYMALLENCERI BICYCLE RACK(OR �- - Barnstable,Massachusetts APPROVED EQUAL);COL. TO IeWI•J!or e • BE SELECTED BY OWNER. -WHITE PAINT PANT MAX.ROPE 1.5# 8"DIA.STEEL WITH PIPE FILLED 12" CONCRETE COLOR SELECTED BY "'21E'DIA.STEEL POST Cape Cod Commission '40UNTNG PlA1E� OWNER/AIRCHITECT PAINT PRIME AND _ (PAINT COLOR SELECTED FINISH COATS TO BE COMPATBI£ BY ARCHITECT) n LAG SOL. WTH EXTERIOR METAL SURFACES. J-8' LENGTH AS REQUIRED \ ' Not Approved for ConstructionONCRE PAVEMENT FINISHED T' 1' 2' SEE STRIPING PUN C 2'(MAX.) CURBLINEFINISHEDED GRADE mn (nP \ (SEE DETAIL) (�.) � �-j2 SURFACE 1REATMErvT VARIES - BOLLARD �_ 7'-a' �_D- GRAVEL BASE ��- - . /' O e 18' D"\- (ASIDE UNE Details B'(M.) _ WHILE PAINTED L • b STOP UNE � FlNISi GRADE SURFACE TREATMENT VARIES- �H 24"DIA,CONCRETE ENCASEMENT Q T(TIED.) owgo q,o�r� ��� oho&^oq. h COMPACTED GRAVEL I1111(P{(/I\1/ULV,1(�'(,FI/t 4'WH11E PAINT N01n: \\�\/✓.\Y\ %( / �/ `a'NN11E PAINT(TYPJ 1.TWLlVE INCH(12-)LINES SHALL BE APPLIED IM ONE / \ \�j\/'.�`!�`� - Site Alternative 4•JL' E APPLICATION,NO COMBINATION OF"'Es(TWO-8 INCH LINES)WILL BE ACCEPTED. COMPACTED SUBORADE J -N°9-. 2.LONSIUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBUME. ----COMPACTED SUBCRADE Not- J LENGTINAND DPROPERLY ALIGNED. INES TO BE THE SAME T�f'• tt`/ V Note: : ,.. I.PAVEMENT MARKNGS TO BE INSTALLED 4.CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5X 1.INSTALL IN ACCORDANCE WITH MANUFACTURER'S FOR ON SITE WORK IN LOCATIONS SHOWN. off RECOMMENDATIONS. - (+ Painted Pavement Markings-On Site 6/oJ Crosswalk 6MD, Bicycle Rack(Surface Mounted) Bollard e/o, Bollard Mounted Sign °/°' , a ' Nkti 094 a oo s -" -- N.7.5. SpVrcr.vNB w 5N N.T.S. Spuree:VNB "- - 9aurca: N.T.S. 6porce WHa ....._...-. _-- 2 LO_]53 N.T.D. ry LO_TOfI N.T.S. Source:VHB a ' LD.701 e 09a1J-DEEDNC \\Mb\p )\W t LD\09423 GJ\ J\Id\PI t\C \f It ti \09A2-D`Td y • _... _.. - 2'�CCESS� Notes: _-___ 1.ALL SECTIONS AHALL BE DESIGNED I� FOR HS-20 LOADING COPOLYMER MANHOLE STEPS THE BE UGHT POLE 1.ALL SECTIONS SHALL BE DESIGNED -� 4B DIA.(MIN.) INSTALLED AT 12"D.C.FOR THE FULL PROVIDE BASE COVER I Alternnre Eccentric Cone Section DEPTH OF TIE STRUCTURE. AS FURNISHED BY FOR H$-20 LOADING. POLE MFG. I S.PROVIDE MA KNOCKOUTS C FOR PIPES LIGHT POLE BASES IN PARKING L PROVIDE-V KNOCKOUTS FOR PIPES Alternate $IBb WTH 2"MAX.CLEARANCE TO OUTSIDE LOT TO BE PANTED YELLOW - 2p 30UARE WITH 2-MAX.OR CLEARANCE TO OUTSIDE OF PIPE.MORTAR ALL PIPE yanasse Hangen Brustlin,Inc. (NOT PAINTED IN LANDSCAPE • ° _ OPENINC_1Y_P OF PIPE.MORTAR ALL PIPE CONNECTIONS.CONNECTIONS. FINISH ISLANDS) - 4B'DIA.(MIN✓ GRADE-- 8- 24-DIA B' 4,JOINT SEALANT BETWEEN PRECAST • '-1'-"- - y}l J JOINT SEA NNT BE PREFORECAST ACC SS MED BUCT11 RUBBER.HABE PREFORMED Transportation SECTI1'= BJ TES O 12'C.C. //r---gppp PSI CEMENT -R4 O 16'BOTH WAY$ (-6NO P51 CEMENT d4 O 16-BOIN WpT$ Alternate Top Slab BUM RUBBER. SEE NOTE 5. """ I=d DevelopinC➢t S •,. 4-y5 VERTCAL-EO.SPACED J CONCRETE(TYPE II)/ CONCRETE(TYPE 11) i0P AND BOTTOM FINISH _ -_- 5.OR MANHOLE FRAME AND COVER $pV¢ON11CrItB($CrvICeS / GRADE- /.CATCH BASIN FRAME.0 GRATE SHALL BE SET IN FULL MORTAR BED. CHAMFER ,-�-CHAMFER \ Bj--' 21, B_I SMALL BE SET IN NLL MORTAR BED. ADJUST TO G11pDE W1TN CLAY RkCK o,W ADJUST TO GRADE KITH CLAY BRICK a AND MORTAR(2 BRICK COURSES FINISH GRADE �BINMINOUS / / BITUMINOUS SEE NOTE/. AND MORTAR(2 BRICK COURSES o j 1 TYPICALLY, 5 6RICK COURSES 101 Walnut Street,P.O.Box 91$1 „m B c( r. _ �.• / CONCRETE o CONCRETE FINJDUIT SEE ELECLRICAL 'm1 N, PAVEMENT 14 t PAVEMENT - - -_ MAXIMUM). RICK COUfl5E5 - NOTE 2 - SEE /. 617 92ft 1770 FAX 617 924 2286 1 2 ttPILA MY 5 ��' STEPS SEE Wa[C(IOWn,Ma88aCbU60HS OTA7( .. '. -PLAN o1 .. �� 4 F L o� .. GRAVEL LED .,'i'N �q4 g 'I GROUND ROD CONNECT COMPACTED _-„._,..._, _ AT A SLOPE OF I PER FOOT. W V�r '� TO INSIDE METAL POLE GRAVEL n n yy 0 MIN SHELF TO BE CONCRETE FORMED J - < - W SEE NOTE 3. � 48-DIA. MIN e COMPACTED ` COMPACTED HOOD OUTLET V1 - -- --- OUTLET gl� SUBGRADE 12" SUBGRAOE 12' Fl DIA. '•, p�c ':. _- ___ CIA. of VARIES INVERT VARIES oq - COMPACTED OR ��•x 0 - @�� -' - SEE NOTE 2. ARIES TF� DIA. UNDISTURBED 2•-0'DIA. SUBGRADE SEE NOTE 3. (MIFI. BOLT LAYOUT I Not,: Nptes: _ h MOUNTING Mo. COMPACTED --� $eNoa PROCEDURE AS J- PER MFG.SPECS 1.SIZE OF DUMPSTER PAD TO BE AS INDICATED ON PLANS. 1.SIZE OF DUMPSTER PAD TO BE AS INDICATED ON PLANS. G rDYII cRA•.EL �&QO Dd4 a9 A�$� .'.ffi'�$y (2•) 2.CONSTRUCTION JOINTS SHAG BE SPACED NO MORE THAN L C40NSTRUCTON JOINTS SHALL BE SPACED NO MORE THAN �,wy 2 COMPACTEDJ- 777777 NOtes: OVER TIE LENGTHHAAND WIDTH OF THE PAD. SPACED 0'4R TIE LENGHT AND WIDTH OF THE PAID FE T ON CENTER AID SMAUL BE . SPACED �1 ( /�SUBGRADE ON AND SHAU.BE YP 1 l L-CEMENT CONCRETE INVERT .77777 LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO �4ko;pa rA U W 12- I I-COMPACTED GRAVEL CHANCE TON AND ASED ON FINAL ANICAIE AND FIXTURE SELITE INVESTCATON. y p 4� �Y. L-COMPACTED SUSGRAOE Light Pole a/ Loading Dock Pad 6ip3 Compactor Pad Catch Basin(CB)With Hood 6/p] Drain Manhole(DNIM 6/°] Ha _...-_ -- __.... N.TS. G__ E0�11z N.T.S. Saurcr V1O In_T.1 N.T.S. sw.cc Wm ta_TI N.T.S. sou�u VNB Ln_of N.T.S. $Rare+.VHB LL ils VEHICULAR AREA LANDSCAPE AREA 30'DIA. Table Of nlmeD61003 MO..__... MONOLITHIC OR Hydro Conduit ACCES � NO[e3: BENDS B C O E F BENDS B C D E F KEYEpp CONNECTIONS FRAME AND COVER /-FlNISH.GRADE B- 111/4' B' 15- 12"2/-12' 6- 45• B" 30' 12'2C 14- (TYP.) SEE NOTES 5 AND 6./ I.Hit3UCNRES SHALL BE DESIGNED FOR / 1 12 MIN. '-""'SEE NUTS 4. - �- I 40-DIA.MANHOLE 5-20 LOADING. B''21 2 - 19' 12' 8 IS- JO" - 2T 8" 11//' 20' 12` B- 45' ]0- - 24' _- OVERLAP B-221/2- - 22" 1T- e' 90' - 30' J-}4- _SIC 2 COPOI-WE MANHOLE STEPS SHALL BE SURFACE ;Zr 111/4' 30" 15- 12" RI' 40' - 40- AlternateTOp$186 INSTALLED AT 12'O.C.FOR THE FULL TREATMENT I 221/2' - ]5- n- 12- a0' 60- 52- 04 FILTER FABRIC Cam&SPATE (STEEL REINFORCED FOR HS-20 WANNO) DEPTH OF THE STRUCTURE. PRIE nend3 - 'LEST PO o:.. ENVELOPE I E m 0 - C J.EXTERIOR SURFACES SNAG BE WKN L FINISH Two GOATS OF BITUMINOUS-m- %/ • �'��oOS 0 m C➢ O Oi m 0 FLOW 5' aNf GRADE B- 3, Off.OIA_yB� PRO—..MATERIAL. 1�B.$1-ICIETURSED �� LE55 I 4 JOINT SEALANT BETW'EFN PRECAST GOjj m 0 D SEE NOTE J. NOTERUBBERS SHALL RE PREFOMED BUTYLDmOED BT D 2--STEP • V TB 5.STANDARD SEWER MANHOLE FRAME vWi g. °e DI PRECAST Fj-� CRUSHED STIXJE NNpE IQI NATBI AND COVER SHALL BE SET IN FULL o SOIL ° DRY WF11 MORTAR BED.ADJUST TO GRADE WiTF z Plan SeCNOn 1-1 �°m, 0 fD m O O m 0 0 -- Mt71kE BN IS �U¢ SEWER BRICK AND MORTAR(2 BRICK w MORTAR JOINT B �" S�pS SEE COURSES TYPIr.MLY,5 BRICK COURSE$ N •fable OI DIORDSIODS e o (] m) O O m O 0 �jw ja /NOTE 2 MAXIMUM) y TEES G I J LEES - SEE NOTE y p1R�E g�P �' e' e'.B' 12' 24'24- 12 8' 12 24'2a'18" g - CE 6F/NDITTA xT P� _____ - SEE NOTE i. 2-TH CK JACKET g 000 VSI CONCRETE a-:B-.6- IYx 1Y.B- 24' 2 ,o 1B _ 1 B aRIET VI POLIVRETHANE TYPE I)ENCASEMENT a-x B-x B- 24 12-x 12-.1-; JB' - 36' ° 6J - j 1�PIPE 15� 66'DIAL MANHOLE INSULATION CUT AND TEe9 I ' o• °. °• •. Gi 1 F M NIMVM) IWRED IN PLACE SEWER UNE SEE NOTE a AROUND PIPE-_ e �� EJOB pIM EPI�ANS FOR __-__ ____ ..� LE WATERTIGHT S 2 2 J COMPACTED GRAVEL UNDER PRECAST BASE COMPACTED SUBCRADE i CASKET OR SLEEVE B 6- � G '. 1u' _L PREGST BASE OR _ MIN N. -L 10"WIDE CONCRETE RING m11N PBE I®t PIPE IF €� OUTLET CAST IN PLACE BASE �EIOVABD )n" UNDISTURBED 13EIED , ,�.A DIA. COMPACTED SqL 6 12 _JYi„ _- VARIES GUIP6,n $¢¢[Inn 2-2 Notes: `sue - sm .: 1, BASE SECTION SHALL BE PRECAST CONCRETE WITH MORTARED JOINTS OR CAST IN PLACE. M BLET aN0 �Qy R-v ry NOt¢8: 2, ALL COMPONENTS SHALL 'BE DESIGNED FOR HS-20 LOADING. PIPE �� .40'& d `Va O ¢. Fg ) 1.PROVIDE BLOCKS FOR TAPPING SLEEVES DEAD ENDS.GTE 3. PROMOE PRECAST-V KNOCKOUTS FOR PIPES WITH 2-MAX.CLEARANCE TO OUTSIDE GF OLfEWYW 1 W 1tA18 SEWER UNE SHALL BE INSULATED WHEN COVER IS LESS THAN FOUR VALVES,AND VERTICAL BENDS(SAME SIZE AS REWIRED FOR PIPE. MORTAR ALL PIPE CONNECTIONS NOTE: "'�"�' SHELF TO BE SEWER )-ARCH INVERT TO BE CONSTRUCTED (4)FEET UNLESS INDICATED OTHERWISE ON PLANS.PROVIDE TEES).PIT DE ANCHOR RODS AT VERTICAL BENDS AND GATE _ I.THE IBE OF FLEXIBLE CONNECTIONS IS OECOMYnlIIED BRICK LAD FLAT AT A WITH SEWER BRICK LAID AS CONCRETE ENCASEMENT IN VEHICULAR AREAS VMEN COVER OVER VALVES. 4, JOINT SEALANT BET'A4EN PRECAST SECTIONS SHALL BE PREFORMED BUM RUBBER. AT MDJ INIEF AND OUTLET WHERE APPLICABLE YOpE OF 1"/FOOT I STRETCHERS AND ON EDGE PIPE INSULATION IS LESS THAN THREE(J)FEET. LL J 2 CONCRETE SHA NOT BE PLACED AGAINST PIPE BEYOND 5, FRAME AND COVER SMALL BE SET IN NU MORTAR BED.ADJUST TO GRADE PAIN CLAY 2 THE COVER SHOULD BE POSBIDNED 94R THE CUSINOUf/ COMPACTED GRAVEL MOOR GRIP AND - FITTING. BRICK AND MORTAR(2 BRICK COURSE MINMUM.5 BRICK COURSE MAXIMUM) VERY 3.I SA MORTAR OR fEMENT GFNERAL �DRAWING CONSULT U)M. COMPACTED SUBWADE CONCRETE FULL 1 CONCRETE SHALL BE 3000 PSI-TYPE 1. 6. USE BEEHIVE CATCH BASIN FRAME AND GRATE FOR 4•X 4'LEACHING CHAMBER. REPIMSENDITVE FOR SPECIAL CONDITIONS, Leaching Chamber p, Sanitary Sewer Manhole(SMH) Rip Sewer Line Insulation ero, Concrete Thrust Block aYp3 " 0011 p Q - -- BEY. BESSR1PTmN BALE • N.TB. - sw2N wIa ....-..- D_xxp N.T.S. -U)_x6p " swrcc N.TS. source:vra tn._Iop 10_xo° E eck "a by F$iP s`"e AB Noted a October 26,2006 FIXES BALE) rvolacl Tue 4' Berkshire IJy-x tYi'x 4'W000 STAKE (MIX) . MUNICIPAL OR APPROVED EWAL TANDARD Nnte3: Development HYDRANT PUMPER CONNECTION 3 W000 STAKE, BALED TO FACE ROAD. _ I N (2 PER BALE) OR STRAW 1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON 4 PAVED AREA LANDSCAPED AREA SILT FENCE, {$p{I lyannough Road FlNISH UNDISTURBED EARTH AS SHOWN.USE LUMPS AND TIE RODS OR OTHER FlL11F ACCEPTABLE METHOD OF JONT RESTRAINT WHERE SOIL CONCITONS SEE AP CABLE // I�I - FABRIC PACE OF ORPOE�. PROHIBIT THE USE OF THRUST BLOCKS PAVEMENT SECTIONS OGGMROINARY BB IIOW Barnstable,Massachusetts CURSING-- S TYPICAL SEE IroIE 2 COMPACTED GRANULAR FILL- n en Mr OR TO WNIDPAL STANDARD 2.HYDRANT IN SIDEW"AREAS TO BE LOCATED TO PROVIDE MNIMUM CLEAR I I� I I 1'`I GATE VALVE N1TH--� \ SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. SAWWT- 3 PIECE RISER, _ --'� BO%AND COVER \ A ° PAVEMENT -� I ;;Y- Cape Cod Commission SURFACE - DERTH AND SURFACE )'Lan View O aI Ke°i y iREATJENT VARIES I�I 1-CLEAR(MINIMUM) •� • 8b, 1'xt'.}•ND00 STAKE. _RR CATCH BASIN 2 j VIAREA STAKED BALES GRAZE Not Approved for Construction -WARNMC TAPE BALE TWINE TO BE p-D TIT. > Z44 € ROW, 11 GROUN DLL TO FILTER SURFACE FABRIC COMPACTED 6 A U $ �'9 boa -COMPACTID I , .� Y_ BACI U,- C ,q� RUST BLOCK-MIN. - ,y-,Lp? EARTH MOUND MR)— w 1 , Details e NOT BLOCK ING 9 GRAIN. - S ii 1 -' :.I AND TAMPED HAUNWINC GROUND I I AREA B-(MIN. (MIN) Do EMBEDMENT ' 6"DIP.PIPE e'may...:QeU.: _..' COMPACTED BEDDING 6 W ' 12. ---COMPACTED 6" $ectlOp Vlew 1 2O. MIN. NM, SUBCRADE B'(MIN.) N ARTH OP 0 PACTED EMBAN ENT' 1'(MIN.) rSTAPLE a Notes: Site Alternative MECHANICAL • JgNT •••�\: • NO[es: ° O.c•W9 Numb.. A 1.ENCLOSE STRUCTURE VATH NAYBPLES IMMEDIATELY AFIET CATCH BASIN 4Y/NSIRUCTON. MMNTAN UNTIL PAVING BINDER COURSE \-STAPLE IS COMPLETE OR A PERMANENT STAND OF CRASS HAS BEEN �e•� CONCRETE 1B-%tB-%6" 1. CWERE ETENUTUIY TRENCHES ARE CONSTRUCTED 1MRWGH Wood Stake ESTABLISHED.•. ��� THRUST BLOCK CONCRETE BASE-- - OETENTON BASIN KERNS T OTTER SUCH SPECIAL "'I 1:r•�":- SECTIONS PLACE TRENCH BACKFlLL WI1H MATERIALS Joint Detail 2.IF CRATE IS AGANST EXISTING CURB THEN HAY BALES ARE TO ;{ PACTED CRUSHED STONE - SIMILAR TO THE SPECIAL SECTION RE.UIREMENIS, BE PLACED AROUND THREE SIDES OF GRATE ONLY. - N SUBMADE (MIN.IR C.Y.) - - '2. USE METALLIC TRACINC/WARNING TAPE OVER ALL PIPES. No,.: 3.CRATE TO BE PLACED OVER FILLER FIBRIL. 1' q°„I e1 3. FOR HOPE PIPE DIMENSION IS 24 INCHES PLACE ONE HAY BALE PERPENDICULAR 4.SALES SMALL BE INSPECTED PERIODICALLY AND AFTER ALL I ti ALONG HAY BALE BARRIER(100.D.C.). STORM EVENTS AND REPAIR OR REPGCENENT SHALL BE 7 $ PERFORMED PROMPTLY AS NEEDED. R; \,_N:J Hydrant Connection _ ~~6/., Utility Trench _ 6A0] Sdt Fence/Hay Bale Barrier IIM Catch Basin Sediment Trap "r ` ' oyazs.ab� N.T.S. YNB In_zsp N.T.S. Sw�ca:VHB !D_30p N.T.S. Swart MR LD_055 W.T.S. VDR ID_6T3 09423-DET,ONG \\Mb FO'\WOt-Lu o6423.0o cea\m\PIDOset\CCC\Alt,,nDtive\09423-DEi.tlwg PAYED AREA LANDSCAPED AREA r COMPACTED -ExD CAv 'r� p ♦)/ . FINISH COMMON FILL Yanasse Hangen'Brustlin,Inc. GRADE nA.SEAPoLESS STEEL PIPE SWNc I / ll AS M aSJ, ieA TTPE'S GRAD�E7 B'. • 6iAN ROUND >rr• _`.}�': MOR COATNUO S Transportation FORATE/ MNc CONCRETE CURB Land Development TYPICAL —SURFACE TREATMENT 11 5 MM, / SECTOR —�\��• VARIES s`¢"E°PO419 - �'r;. finvironmental Services B"MIN.SANDY LOAM AND A COMPOSTED MULCH MIXTURE A _/I ( I 18'MIN.SANDY LOAM AND 3"COMPOSTED,SHREDDED 101 Walnut Street,P.O.Box.9151 • THROUGH 90LT 3/l6'CHAIN w/P DLOCx S "GOMPOSIEO MULCH M%NRE HARDw00D MULCH OR SOD Watertown,Massachusetts 02471 COMPACTED : AND PADLO(M AANND NRNSH 6 KEVS NON-CONTINUOUS .. COMMON LOCKING ASGEMBIY OR�PERFORATEp PER PLANS TILL CONCRETE CURB 3'COMPOSTED.SHREDDED 617 924 1770•FAX 617 924 2286 PLANTED ISLAND 11 PEROWn00 MULCH OR SOD OVERLAP —FILTER FABRIC I,•-6' 13,_6. I PER PUNS ( DTH V RIES)/ SHOU1$1)ER CONpS1E FODIMG �••I I PLANTED ISLAND (2�MIIrf 0 ri .A 0 PERFORATED PIPE I "� H ll. .I I. (MDTi VARIES) SHOULD Notes: /- RIES 1.BEEMVE CATCH BASIN FRAME AND 4 'C$o ~O. . � �� cDMPnCRL GRA—I—) I .�� I GRATE SHALL BE SET IN FULL MORTAR a 4> S '. (TIS'MAX.STONE) BED.ADJUST i0 GRADE MTN CLAY p; 6 2'WASHED } ,�SEE PAVEMENT BRICK AND MORTAR(2 BRICK f .� CRUSHED STONE \\`3'DIA.SEAMLESS STEEL PIPE SMVEL I2 DIA ` T BRICK TYPICALLY,S BRICK POST ASTM A53,TYPE'S-,MADE 2 6�Ax. N '$: SECTION COURSES MAXIMUM). irI B"EXTRA STRONG»EIGHT(O.D.3Ye") -J;•SEE PAVEMENT ,i 2.REfER TO CATCH BASIN MTH HOOD \\\ 2a'DIA f.^ • 4_. . ''..H; SECTION ' \, �\ "`( DETAIL FOR BELOW-GRADE RIM EUEVATON� STRUCTURE. W PIPE DIA. 1a' NATURAL GROUND OR N— FlNIS4 GRADE PERNOUS MATERIAL A _ 3 OEOTECHNICAL ENGINEER i. SHOP PRIME PAINT EXPOSED SURFACES EXISTING SANDY SOIL - FIELD PAINT EPDXY ENAMEL-YELLOW. ,. EXISTING SANDY SOIL ' 2. PROMOE-MASTER PADLOCK WITH 6 WORKING KEYS 3. 3.OGo PSI CONCRETE FOOTING (Moderately Well to Well Drained Soils) (Moderately Well to Well Drained Soils) Beehive Catch Basin Frame and Grate Subsurface Recharge Trench 6jo> Emergency Gate(Double) - aJD> Vegetated Biofiltratlon Island ,D/os Vegetated BioTiltration Swale I0/05 _...._ ...._...___N.T.S. N.T.S. s seurca lMB N.T.B. sw.ce:vHB . 5mvice YHBa—YHa L N.T.S. 5a.cc NfB In_ngG N.T.S. 1 CCC COVMaTs 11/14/06 SRC • � .. - AP. .eMvlm DPIe vP`A. - - c°uBem 6r Dmm Dr °nw° n - CAD c8euea nr M>�ovva by sP°I.As Noted October 26,2006 Berkshire Development lyannougb Road Barnstable,Massachusetts Cape Cod Commission r Not Approved for Construction _ o<wmg,Ine Details Site Alternative Dn.HB IMmbpp ' tM OF mc C—Os• a E N•T . ,�anrHiJ 94 $ e18 Mw,es^.W�} 11 ` ber 09423.00 - `1 09423-DET.DIZ vim Vanasse'll an en�rustlin Inc. g , • ran T ortation a sP Land Development • EnvironLnental Services 101 Walnut Street P.O.Box 9151 e Watertown,Massachusetts 02471-9151 sk"', 617 924 1770•FAX 617 924 2286 �s Legend rn N F /+ ® DRAIN MANHOLE +� /~ \S vc• c TOWN OF BARNSTABLE ® CATCH BASIN/ yM1 �geyser Os SEWER MANHOLE ® ELECTRIC MANHOLE (D TELEPHONE MANHOLE Vol.,0'P O MANHOLE - /, is xno HANDHOLE NRPDRj sy / �PI3'IRE / U\l�@C O WATER GATE 0 FIRE RANT APPROXIMATE - O GAS GATE WETLAND PROTECTION _ STREET SIGN /mac• / OVERLAY DISTRCIT - - # LIGHT POLE _rs 0 UTILITYPOLE GUWYWI E Y WIRE � "G,ss`' /iyy°�ttj�� / •ESTP TTE; zy - ,sP?Y .. rf GUY POLE ✓" ��/ / ,�cu 1 EL s ss r S2\` 4EnE=3va FIRST FLOOR ELEVATION MONITORING WELL vH Fuu sot 3 $ -- —EDGE PAVEMENT qS, y, \� - CONCRETE CURB nK�\, / m•� ;� 4a \ VERTICAL GRANITE CURB TEi silsr s E SLOPED GRANITE.EDGE ,eye / fps\ S E ,'� :vr mruuixous z --BITUM GUARINDUS BERM PA--,AREA R D RAIL ,F•.�,a v / ws O 5 'N \ "© •—'*-CHAIN UNK FENCE 9 i r j+ t/ uet r' r`� _ BUSINESS ZONE B BUSINESS ZONE(B) _ - cn _ _ _ _ _ /. _ _ _ O DRAINAGE LINE HIGHWAY BUSINESS ZONE(HB) canuEL 6 HIGHWAY BUSINESS ZONE(HB) —-—-—SEWER LINE cONCREIE PARKNOANEA wEOVERHEAD WIRE BOUND `\ `'- —E—UNDERGROUND ELECTRIC (FOUND) LOT 13 "E -TP -TELEPHONE LINE .536 LOT 12 Sz.r �� S.F. a�i>s'� BAN mG GAS LINE ' - g0"bydl �pc,1 p �j(1 r 4 1 62,556 F •�- I 0 6 W-WATER LINE 'C7F/9 S.F. 'I ` .. a Ols'AK yct STONEWALL CONCRETE (LCC LOT 10) hs�T - ooDz—'OD-TREEFINE T BUFFER ZONE BOUND .. OµµY,tt 'i:¢ 6P � ..... O (FOUND) - 1OaNA—100-FT RIVERFRONT AREA Bv+auAPx n 4W L..-_- RNLROAD SALE - ]"oP('s m ` O IroAN is AK 2WRA-200-FT RIVERFRONT AREA • 3 Ir D.IREE `' `. 'gv M I� —UMIT MEAN ANNUAL HIGH WATER ELEvaneN=ss so' �voOLD co'LµK '>r. O LIMIT OF BANK •»...'- .• + ..___ :..f,ENE� `'' N� 6WSI-1oa VEGETATED WETLAND BOUNDARY I R'NAPLE AREA - � ASHWAMEGH, INC. �; s.oY 1 coxc.PAD euu.D xc ovERHaxc I `, z TREE ® MAP 311,LOT 14 BOOK 12605,PAGE 188 ® ®EEMZ'' dr m I ` 1 � .5C 1r a ; G m ; S1 w• I STAR CITY NO GRILL R N/F 6 \�,. y ° 11 #624 G 6U NrR ,�•IR(E - MCDONALD'S CORP. / ® n`',. EwST @640 ii ]ts I om 1 .5ps B p MAP 311,LOT 86 c' saaA CERT.#105411 ss.ar tsaicxs - IPLE- yy�5 )'MIE 1 55 P% 55 n �F D]NCR61E PAna 4 �� n000 Luairs .. l SW_S 1 DPf89]/I EEN E IESTPIT CC 1 D N. "/TRANS♦ - EL�Sfi.19'�0`Cm Yl r Nes n DY R•vla an Dala FLOOD 11CXi _ 'H C ShPS oe y eE Down by ey O ®EL=56.1eETESIWt rv'6.]O' _ CAD c"ecke6 eY ApOrowd Dy _ W 90' General ♦�.. .. Ln }ulDs S\ ! go 1 - xm• i"=10, • Aagust29,2005 General Notes S)) 5l 5' 0.000 Cni 1 AwLE STONE BOUND oat r-Is, QJ PIN REBAR\ R 55a ` J FOUND)'' 1)THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD �' Ppn'«z. SOAK grOugD) 5,' 13,'fINE Berkshire Development SURVEY CONDUCTED BY VANASSE HANGEN BRUSTUN,INC.IN JULY OF 2005 AND I ns.DO', 'ZA cc I` 1212 ERS 14.8' W SIC wooD CE, acr./ucHt h FROM PLANS AND DEEDS OF RECORD. N 60'13'aD' `' - "' Bat OO,:Wj EDP YAM 295 _ 624 ._ - �D ?Loon UwTs Waoo nEe .�,r 640 EDON. -o , - Wnao ¢ Iyannough Road 2)THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL ON- Sa - . 0 THE-GROUND INSTRUMENT SURVEY PERFORMED BY VANASSE HANGEN BRUSIlJN,INC. .W //� J \1 Dn ROUTE _Dn ` ) -.._. 'i 3l.I(CQ1Ln Ncl OPEu)I 11R2551.1 Dn ;;. . PUBLIC AA 3)THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE `" 5zat. BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT ......-..... ss.ar 'B8171SE811)0,M8SB8ChUS0fTS WARRANTED TO BE EXACTLY LOCATED NOR iS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. _ 4)ELEVATIONS SHOWN ON THIS PLAN REFER TO THE NGVD OF 1929. — ^ � - HORIZONTAL DATUM IS BASED ON AN ASSUMED SYSTEM. a=ss a� arNaaARK fz " TOP Ci HOOD=a29' RNINUAD SPIKE Iry N.55 fi5'II R=55.r5' 5)LOTS 12&13 LIE ENTIRELY WITHIN ZONE C(AREA OF MINIMAL FLOODING)AS SHOWN _1 POLE Na3/I 1z'=so.Tf I—N01 OPEN) ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF BARNSTABLE,MASSACHUSETTS 1 ELEVATION=sr.ez D.^»m9 nn< COMMUNITY PANEL NUMBER 250001 0005C,EFFECTIVE DATE AUGUST 19,1985. CHRIST ENT TREE SHOP BED BATH&BEYOND ENTRANCE ENTRANCE Existing Conditions LOTS 12&13 LIE,WITHIN THE HIGHWAY THE BUSINESS(HB)AND BUSINESS(8)ZONING T DISTRICTS AS SHOWN ON E ZONING DISTRICT MAP FOR THE TOWN OF BARNSTABLE, Plan lan ofF Land MASSACHUSETTS. DIMENSIONAL REQUIREMENT FOR(HB)AND(6)ZONES AT THE 6)TIME OF THIS SURVEY ARE: (HB) (8) .Record 0WII8I' MINIMUM LOT AREA...................................................:.........40,000 S.F............................N/A MINIMUM FRONTAGE...................................................................20 FEET.................20 FEET LOT 12(LAND COURT LOT 10) MINIMUM FRONT YARD SETBACK..............-...........................60 FEET............. 20 FEET CHARLES N.ROBINSON MINIMUM SIDE YARD SETBACK,.......................................:.......30 FEET...........................N/A . MAP 311.LOT 12 MINIMUM REAR YARD SETBACK............._..............................20 FEET........................FEET CERT.#113844 _ . MAXIMUM BUILDING HEIGHT.....................................................30 FEET...................30 FEET ••••.� S� 1 MAXIMUM BUILDING STORIES...............................................................2................................2 LOT 13 �'Vita or MINIMUM LOT W1DTH.................................................................160 FEET.................... N/A fesf[u • STEVEN S.PIZZUTI •� ), �� 7)THE UTIUTY INVERT ELEVATIONS ARE USTED IN A CLOCKWISE DIRECTION WITH THE MAP 311,LOT 13 : eaaM 3 OUTLET INVERT LISTED LAST. BOOK 5490,PAGE 97 40 0 40 80on EP I •r 1 SCALE IN FEET D" 09423N+m \\vhb\proj\Wat-LD\09423.00\cad\sr\plonset\09423-17.dwq \\MD\prof\wal-LD\09423.00\caC\Itl\Planset\CCC\Alternative\Site-Li hting\SL-1.dxg Vanasse Hangen Brustl[n,Inc. - Transportation Land Development .. Environmental Services _ 101 Walnut Street,P.O.Box 9151 DOUBLE LUMINAIRE FIXTURE� Watertma,Massachusetts 02471(AS PER?LAM 6179241770•PAX'6179242286 `-I>9 0d a8 - SINGLE LUMINAIRE FIXTURE .ENGINEERING ADVANTAGE, INC. AS PER PLAN' STREET 03 -ad l.i' 16 oQ' 09 I$ ..L$: 1$ ' 1.iP D.$ D.4 �0.2 -O.0 o.f 'o.d TRIPLE LUMINAIRE FIXTURE - BO SIGN, MASSACHUSETTS 02122 .. y- (AS PER PLAN) - P N t) -9 - D 8, I FAX:E'C617)825-9922 OR OR 01 a.f 0.f as 0.R o$ IT 1$ `\3.9 z3 1 32 �sV 9.8 3.9 12.8 'i8' 0.8 'a.8 OR I of ad 20'-0` . +TO CHOR BOLTS FURNISHED BY - E ELECTRICAL CONTR.S D.�' i, 4. STALLED BY GENERAL CONTR. ad ad 0.6 0.f 0.3 'Ld- Lb 2.3 If :i 99 64 .a..f,r�-f" 1 5.9 6.f 5.f 3.3 24 �:''IA 1.6 0.3 BY off 'CHAMFEP.AROUND BASE __.. -� � -O.d 0.f 0. 0.9 1.6 I$.-:3:6 4.9 5.3 59 6.4 5.6 '5.3 6.9 63 5.2_. 55 9.2' 3.9 31 - 18; 0.3 Of ad - 3_0• TUMINOUS PAVING - FINISHED GRADE -. "p ad 0.6 of 0, 1� l.d.- 3.f 49 52 52 7.4 75! 6. 5 a.3 73 6.2 37 S. 4.3 4.7 a l 0.P ar ad 2'-`(MIN) 46 BARS NOTES: .:- TOP OF SIZE AND FOOTING FOR ); CONDUITS BASES TO BE VERIFIED MIN.A D I BELOW BY HEO.TECH,ENG. O.d ad of 0. 1!d 3.6 4.d 48 916 G22 ,�7.A2 ]3 "`6:a� fig "'6.3 69 '-5A 8? -4:9' 4.0 4.6 3] O.g I 0.f O,d GROUND NDU[TS 6Y ELECTRICAL NTR. a,d 0.8 O,P 0.t( 2rd 5Z- 4.4 6d 59 6.2 6.6 62___6.4 _.6q bf 49 5,3_ 6d ].9 2.2 &]- :.L�; QB O.f O.dTIES @ 12'O.C. P TO BOTTOM('TYP.) 0.8 a8 of o a3.-.._.4s-- +.P s.8._._.6.8.-._6,3._....5A 5.9 5'6 s8 4Y 4.9 4.4 a.r 3.r 2.8 2.8_.._,Ls°, 0.8 a.P ad - bLIGHTING POLE BASE DETAIL Off 0.d as 0.1 3.3 4.f 58 62 69 6.4 6$"."6'd -1 b-4. .'.6.4 53 -53"""'4b 3.3 4.2 321 a& I of ad ----- -- NOT TO SCALE 0.6 of of 0.81 1d =-af�i a.2 a9 A 6.4 `z2 78 63 63 k3 72 c.8 5a 44 4.6 a:z A 0.'9 aP 0.8 II ` 0.d ad OT 0. L2-._�.3- 4.9 51 56 6.3 ].$' 69 �6A-^--'_ 6'f �,8 6.8 6.B ��•`8'..'s.B 4.f 3.3 a6'' 0.9 0.3 Of ---- _ _ = NOES 0.d O.f O.f 0.8 31 4:6' 4d 55 -'S6 6:3'---5.8 5.4 5.3 5.4 6.3 6.3 5.2 5.2 6.2 4f 3,.d 23 ,LIF 0.4 as 1.SITE LIGHTING FIXTURES SHALL BE PROVIDED AS SPECIFIED OR APPROVED EQUAL 1 ad 0.d O.f o.d 4iT a.3 a8 48 53 Sf q,3 4.f 4.4 42 4B Sf 53" S 'b5, Ii.f I 0.3 ar 2.ALL FIXTURES SHALL BE SUPPLIED WITH 12 INCH ARMS FOR _ _ ROUND POLES. , 3.ALL POLES SHALL BE#RTPN-SGII-17-N-BRZ.17 FOOT ROUND 04 0.8 Of 0.31 2A-__�9_ 3.9 B. S.Pa S6 S.d q.2 3.3 3.f 3d_ I a$ OR ad TAPERED STEEL WITH TENON. ALL LAMPS SHALL BE PHILIPS,GE 6 SYLVANIA. . I F ad of ar aff 1�8 2.$` 4d 4$' A 4---5.9 4.312'i - 0.3 of 0.6 - 5.ALL VORK SHALL BE INSTALLED IN A NEAT WORKMANLIKE ' II J . MANNER AND SHALL COMPLY WITH STATE AND LOCAL CODES. . TJ 6.NOT USED. - 04 ad ar 0.8 1.8"-33- 4.8 SY .5 3j. __54__5.8 4TH i � of I o.P 09 ' 7 AT EACH PYLON SIGN FURNISH WP JUNCTION BOX AND CONNECT SIGN. I F 0.6 ad of ay l 3$ -_4'S-.- 4T 58 s8 -'��7, 41 a�� I o.d ad o.d ' [� _! o.8 04 0f a9 3:5 D 4.2 3.9 5.3 64•-5 8 --4.8 3311 1 '- PROPOSED ad ad 0.6 - !._� . RETAIL ° 0.d ad 0.f 0.4 g 17 3.8 4.7 5.51 ��5.3 5.9 3.3 ad OB 0.d SITE LIGHTING SCHEDULE ' ALL EDUIPTMENT TO BE LSI IN➢USTRIES. ad Off O.f O.Sb 12.-z,2-_ 3.9 alb A 3.$'p"`�53 I Sd 32 i 1 O.d I Od- O.d TYPE A TYPE C TYPE D TYPE F - - I ❑ F.i ,. yy- ADAPTER BKA-RNM-TN120-CLR BKA-RNM-D760-CLR BKA-RNM-U90-CLR ad 0.8 O.f 0.3 I 0/ b" 3.f 4 f No. ReNblbn able b 49"�^..a$. .�q.9 3g i O.d O.d O.d 1 - NO.FIXTURES 3 e 120' 2 @ 100, 1 e 90' WALL MOUNT PER POLE DbbMe.a by LAP by CJC -e-br ypli OR ad O.f 0.2 0.4 Id' �11..p'�:� 4d 4.2 3.B 3.9�I 0.d 0.d ad FIXTURE CAT. 3-GFM-5-250-PSMV-F 2-GFM-FP-250 I-GFM-3-250 CHVS-3-175MH-F- _ CnD cneeeea by bnrowa ey I NUMBER KT-BRZ-NO PSMV-F-MT-BRZ-NO PSMV-F-MT-BRZ MT-BRZ Sae set` octoberl6,2006 FIXTURE DIST. GFM-3-HSS arbkct n ad 0.8 0.8 ar a.2 OR 1.6 IA' 2.9 2.4='l`,3.3 5.9 1 of I O.f" as TYPE TYPE 5 FORWARD THROW TYPE 3 TYPE 3 N° LAMP 3-MS 250/BU/PS 1-MS 250/BU/PS I-MS 250/BU/PS '-MS 175/C/U - Berkshire Development ad ad ~0. P O.f OR 0.4 of 121 28 ij 5.9 ]21 i F 0.9 0.f ar ROTATE OPTICS D F F NDTES W/HOUSE SIDE HOUSE SIDE SHIELD 16' AFG r 0.8 ad ad ad a.f 0.P O.LL 04 1.6 IV6.4 7.6 I3.� 3.4 5.2 Oif 0.3 � arSHIELD - lyannough Road ad ad ad 0.8 0.6 0.P 02 ,1� 4.] •B,] 33 1.8 t.d 2.8 2.3 2.3 F le 0.9 0.f Barnstable,Massachusetts od u8 a8 0.d Od ad ad as Lf z.2 !�e8�',1 1.3 1'DP 0.3 ad o.8 LB 2.P 2.8 e.9 4.2 �IPi I Ld o2 \� � Local Approval ;_ Be o.d od ad ad ad of 0.3 ad a$ a 0.3 OR \DP rof.., oP OR o.d D.B. 1.1f I.d" �1.� 0.$ OR Statlstical Area Summary \ `��` Label Avg Max Min Avg/Mln Max/Min Not Approved for Construction ' e LOT SUMMARY +E16 7.7 1.2 4.05 6,42 abbna nub 0d 0d ad ad off as ar OR a.3 0.3 0.9 OR of O8 0.8 ad Dd�= aff-•�af of � ,2 o•d o.P, - e� Luminalre Schedule C+ Symbol Oty Label Arrangement Lumens LLF Descrlptlon Site Lighting Plan ad ad ad ad ad OB 0P ar of of of o.f 0.r ad 0.6 ad OB ad off � ad ad_�...,`Dd�-�Lu.d ad mad Kr�� }- 8 A 3 e 120 DEGREES 230DO 0.750 GFM 5 250 MHR F 17, POLE 3' BASE 9 ID I SINGLE I I 0.750 I GFM-3-250-MHR-F-HSS 17' POLE 3' BASE 10 F SINGLE 12800 0.750 CHWS 3 175 MH MT F 18' M.H, OR ad ad ad ad 08 ad o.d ad Off adadad Off adadod o.8 ad ad a8 0.8 ad ad ad �� Site Alternative - a-Mg N„n,ber SL-1 wbpcl N ,• 09423.00 a Site Plans Issued for: Cape Cod Commission Date Issued: October 26 2006 Berkshi* re Development _ Latest Issue: November 14, 2006 Iyannough Road Barnstable, Massachusetts �I No. Drawing Title Latest Issue r Owner: Owner: C-1 Legend and General Notes 10/26/06 Slte MDM Reality Trust STAR Nominee Trust C-2 Layout and Materials Plan 11/14/06 481 Main Street 222 Baldpate Hill Road Brewster,MA 02631 Newton,MA 02459 C-3 Grading and Drainage Plan 10/26/06 �w x C-4 Utility Plan 10/26/06x C-5 Landscape Plan 11/14/06 t Map: 311 Map: 311 Lot: 12 Lot: 13 C-6 Site Details 1 10/26/06 C-7 Site Details 2 10/26/06 nee pp A licant: C-8 Site Details 3 11/14/06 '` Berkshire Development,LLC 41 Taylor Street,4th Floor Springfield, MA 01103 Reference Drawings Site Location Map T a1L Phone: (413)781-2800 Fax: (413)781-8888 Sv-1 Existing Conditions Plan of Land 8/29/05 SL-1 Site Lighting Plan 10/26/06 Vanasse Hangen Brustlin,Inc. -- Transportation H OF Land Development N 3 .,. $ Environmental Services s ° '° �Ril s 46 N�96 o 1 vlb ro'Wcl-LO 09423.00 cad\id\PIk-t CCC 09423-LEG,dw9 Legend Abbreviations Notes: Exist. Prop. Exist. Prop. General General - Layout and Materials ---- _ CONCRETE 'ABAN ABANDON - 1. CONTRACTOR SHALL NOTIFY'DIG-SAFE-(1-11BB-344-7233)AT LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING,FACE OF WALL,AND CENTERLINE vanGlSse HRIZgQYL BY'ZIStu12Z inc. HEAVY DUN PAVEMENT EXCAVATING. OF PAVEMENT MARKINGS,UNLESS OTHERWISE NOTED. ---- PROPERTY UNE ' ACR ACCESSIBLE CURB RAMP Transportation PROJECT UMIT UNE �. fur RIPRAP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. Land Development ADJ ADJUST pp,,,�j�qq ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS ERVironmental Services --- RICHT-OF-WAY/PROPERTY UNE 'a3ffids'�i CONSTRUCTION ENTRANCE J. CURBING SHALL BE BITUMINOUS CURB WITHIN THE SITE UNLESS OTIHERYASE INDICATED ON THE APPRO% APPROXIMATE 3. ACCESSIBLE ROUTES,PARIONC SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE PLANS • --- -- - EASEMENT - CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS VAIN DISABILITIES ACT AND WITH 101 Walnut Street,P.O.Box 9151 i/.%: nos tcx TOP OF CURB ELEVATION BC BITUMINOUS CURB STATE AND LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE Watertown,Massachusem BUILDING SETBACK 07A71 BUILDING,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY PENETRATIONS, •n-,�o la+ac +r'J':^ mar Hmx BOTTOM OF ELEVATION BIT BITUMINOUS 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS;COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC. 6179241770•PAX 6179242286 BASELINE (BUILDINGS,PAVEMENTS.WALKS ETC.)SHALL RECEIVE 6 INCHES LOAM AND SEED. 102Tsx SPOT ELEVATION BS BOTTOM OF SLOPE 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATIONSURVEY DISTURBED DURING -'- CONSTRUCTION LAYOUT N01N 5. EMINIMARTH THE LIMITS TI THE BURRING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM - CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. - ����� ZONING UNE -'s • ]BLS B19x TOP 8 BOTTOM OF WALL ELEVATION BWLL BROKEN WHITE LANE LINE EARTHWORK OPERATIONS REOIIPED UP TO SUBGRADE ELEVATIONS - �' BORING LOCATION - 6. PRIOR TO START OF CONSTRUCTION.CONTRACTOR SHALL VERIFY EASING PAVEMENT ELEVATIONS --- .TOWN UNE COMO CONCRETE 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS WORK AT INTERFACE NTH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO ® TEST PIT LOCATION WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. _ DYCL DOUBLE YELLOW CENTER LINE DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES MIT OF DISTURBANCE ®Mw MONITORING WELL 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC IONS ON DR AND ARE NOT - ._..._-..__ .. .......... EL 'ELEVATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS NECESSARILY SCALER TO THEIR ACTUAL DIMENSIONS OR LOCATIONS F THE DRAWINGS.THE WETLAND UNE WITH FLAG AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,.AND POST THBONDS ASSOCIATED WITH CONTRACTOR SHALL REFER R THE DETAIL USHEETPPUE O PRODUCTS.MANUFACTURERS'LITERATURE,SHOP ......L' -"' -�- UNDERDRAIN ELEV ELEVATION THE WORK FOR ON THE DRAWINGS,IN THE SPECIFICATIONS,AND N THE CONTRACT DRAWINGS AND FIELD MEASUREMENTS OF SWPLIED PRODUCTS FOR LAYOUT OF THE PROJECT ----- ROODPLAIN 1x'O� DOCUMENTS DO NOT CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS AND FIRE HYDRANTS WITHOUT FEATURES. "' ^•"�-"'• DRAIN EXIST EXISTING APPROPRIATE PERMITS. BORDERING LAND SUBJECT TO FLOODING - !','RJ ,. 8 RO-' ROOF GRAM 6. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VMS SHALL OF PLANS. CATION OF PR AND WETLAND BUFFER ZONE •-..i`S_...._ -In- SEWER FDN FOUNDATION & CONTROL SIGt1AGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL O-UNIFORM TRAFFIC DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS BUT STALL VERIFY LOCATION OF PROJECT , CONTROL DEVICES FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE FFE FIRST FLOOR ELEVATION SUPPUED AS PART OF THE CONTRACT DOCUMENTS �sx NO DISTURB ZONE - """` FORCE MAIN 9. AREAS GUT THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS GRAN GRANITE SHALL BE RESTORED ORED BY THE CONTRACTOR TO THEIR ORIGINAL DONOITION AT TIME CONTRACTOR'S ' EXPENSE Demolition �^ 20D RIVERFRONT AREA OVERHEAD WIRE � , -4•w- WATER GTD GRADE TO DRAIN - . - 10. E1 THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE i. THE CONTRACTOR LU REMOVE AND DISPOSE STRUCTURES.EnSTNC MANMADE SURFACE FEATURES S,U71 THE �-ED'm "' �•I�'""' _4 FIRE PROTECTION LA LANDSCAPE AREA ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, LIMIT R1F WORK INCLUDING BUILDINGS. OTHERLS PAVEMENTS SLABS, MOVE A FENCES,E OF OR OTHER EVIDENCE.THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT POLES,SLUES ETC.UNLESSFOUNDATIONS, INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF =L^- a - EDGE OF PAVEMENT -2•DW- DOMESTIC WATER LOD LIMIT OF DISTURBANCE IMMEDIATE TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER EXISTING UTNDET F'FEEATONS AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING, - - IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS,PER DRAWINGS •,,..=-E"„--..,,• Ba BITUMINOUS BERM ._-.;T,;....... -O- GAS MA% MAXIMUM AND SPECIFICATIONS. - -- •-� BITUMINOUS CURB ------ -E- IT- CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE ELECTRIC MIN MINIMUM RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS 2 IXISTING UTILITIES SHALL RE TERMINATED,UNLESS OTHERWISE NOTED,IN CONFORMANCE VAIN CONCRETE CURT -- :�tt�--- -51a- STLAM LOCAL. STATE AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS,AND DETAILS THE ---""•` ""'" NIC NOT IN CONTRACT 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO CONTRACTOR SHALL COORDINATE UTNTY SERVICE DISCONNECTS WITH THE UTIUTY ADDITIONAL COST TO OWNER. REPRESENTATIVES CURB AND GUTTER .._.. r .- -T- TELEPHONE � TUTS NOT TO SCALE Pcc EXTRUDED CONCRETE CURB r;-- FA- 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF WRING CONSTRUCTION TO PREVENT ADVERSE 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,..._.v�,::. "' FIRE ALAIN PCC PRECAST CONCRETE CURB IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES.IF STATE,AND LOCAL REGULATIONS,ORDINANCES,AND STATUTES. ...• .- as MONOLITHIC CONCRETE CURB ---'d:^.r--- -CAN- CABLE N ANY,AT NO COST TO OWNER.' PERF PERFORATED PLC PRECAST GONG.CURB------- -' 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES Erosion Control ._..-...--_ SLOPED(RAIN.EDGING go CATCH BASIN PROP PROPOSED CONSTRUCTION GENERAL PERMIT(CGP)PROGRAM AND EPA JURISDICTION. PRIOR TO TIRE START OF DOUBLE CATCH BASIN CONSTRUCTION CONTRACTOR IS TO FILE A COP NOTICE OF INTENT VAIN THE EPA AND PREPARE A 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE THE CONTRACTOR SHALL NOTIFY APPROPRIATE •e-•- VEST.GRAN.CURB REM REMOVE STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE'NTH THE NPDES REGULATIONS. AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON ME PLANS AND AS GUTTER INLET - CONTRACTOR SHALL CONFIRM THE OVMER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA IDENTIFIED IN FEDERAL STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. LIMIT OF CURB TYPE � y RET RETAIN • DRAM MANHOLE 2, CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT ----- SAWCUT • R&D REMOVE AND DISPOSE UDIRtles THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND ' TRENCH GRAIN DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER RME REMOVE AND RESET I. THE LOCATIONS SIZES,AND TYPES OF EXISTING U11UTIES ARE SHOWN AS AN APPROXIMATE DRAINAGE STRUCTURES AND PROTECTED AREAS. L ESENTATION ONLY.THE OWNER OR IYS REPRESENTATIVES HAVE NOT INDEPENDENTLY VERIFIED PLUG OR CAP REPR G _! G� BUILDING () '.0 µCUT SWEL SOLID WHITE EDGE LINE THIS INFORMATION AS SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT 3 CONTRACTOR SHALL BE FULLY RESPONSIBLE 70 CONTROL CONSTRUCTION SUCH THAT ]JEN BUILDING ENTRANCE GUARANTEE THE ACTUAL EXISTENCE SERMCEABIUTY,OR OTHER DATA CONCERNING THE UTILITIES, SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION : FLARED END SECTION SWILL SOLID WHITE LANE LINE NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT. • rL0 LOADING DOG( THAT ARE NOT SHOWN ON THE PLANS PRIOR TO ORDERING MATERIALS AND BEGINNING HEADWALL TS TOP OF SLOPE CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE - • BOLLARD AND UFUATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED.SEEDED.OR OTHERWISE - TYP TYPICAL THAT THERE ARE NO INTERFERENCES WITH DOSING UTILITIES AND THE PROPOSED UTILITY ROUTES STABIU2ED TO PREVENT EROSION. - Qp OUMPSIFR PAD ® SEWER MANHOLE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. SIGN _...-._. _....._............._...__ VGC VERTICAL GRANITE CURB 5. UPON COMPLETIONOF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER. 2. WHERE AN EXSTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK.OR EXISTING CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT .�_ DOUBLE SIGN w. CURB STOP k BOX U� CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS . O WATER VALVE 8 BOX- INTENDED,THE LOCATIOH,ELEVATION,AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED , OB CATCH BASIN WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE - ----=-- - STEEL GUARDRAIL - -m. TAPPING SLEEVE,VALVE&BOX OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO Emsta t Conditions TntoTmetion CMP CORRUGATED METAL PIPE NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBUGATIONS FOR --- ---- - - WOOD GUARDRAIL y SIAMESE CONNECTION ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFUCT. 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CO CLEANOUT CONDUCTED BY VANASSE HMNGEN BRUSTUN,INC IN JULY 2005 AND FROM PLANS AND DEEDS OF FIRE HYDRANT 3. SET CATCH BASIN RIME AND INVERTS OF SEWERS.DRAINS AND DITCHES IN ACCORDANCE WITH RECORD.THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD.SURVEY RT CMJ PATH WATER METER DOB DOUBLE CATCH BASIN ELEVATIONS ON THE GRADING AND UTILITY PLANS. PERFORMED ON THE GROUND BY VANASSE HANGEN BRUSTUN,DURING,ULY ZOOS - - ............ _---_ . "- ®y POST INDICATES VALVE DMH DRAIN MANHOLE 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES.WATER VALVE COVERS GAS GATES ELECTRIC 2 TOPOGRAPHY: ELEVATIONS ARE BASED ON THE NCVD DATUM OF 1929. X-VY-f-f% TREE UNE " AND TELEPHONE PULL BOXES,AND MANHOLES AND OTHER SUCH ITEMS,ARE APPROXIMATE AND -._. �• ,� µIRE FENCE ;r3 ® WATER WELL CIP CAST IRON PIPE SHALL BE SET/RESET AS FOLLOWS: 3. GEOTECHNHCAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED u FROM THE GEOTECHNICAL GROUP.INC - FENCE GAS GATE COME) CONDUIT A PAVEMENTS AND CONCRETE SURFACES: FLUSH - "'-'-- STOCKADE FENCE 1 CAS METER DIP DUCTILE IRON PIPE B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 0 oc0000 STONE WALL ------- _. ....................._ ..._......___.-._- FES FLARED END SECTION C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE yv ! ELECTRIC MANHOLE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. ...w -.�-..__. RETAINING WALL o FM FORCE MAIN eN ,,,, cn.cx.a Vy -- - --- ----- STREAM/POND/WATER COURSE - ELECTRIC METER 5. THE LOCATION,SIZE.DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE Vb F&C FRAME AND GRATE UTIUTY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND a<m cy Vy APA'o.w uy LIGHT POLE APPROVED BY,THE RESPECTIVE VTIUTY COMPANY(GTE TELEPHONE ELECTRIC,FIRE ALARM,ETC). • sc'°None Oc1B October 26,2006 --- -- ---- DETENTION BASH FhC FRAME AND COVER FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. �. MAY BALES S- TELEPHONE MANHOLE P.olect Hue C CI GUTTER INLET 6. THE CONTRACTOR SHILL MAKE THE ALTERATION FOR AND SHALL 14 RESPONSIBLE FOR PAYING FEES '1,,t� ---x.--- -#- SILT FENCE ._ QT TRANSFORMER PAD - FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAR ELECTRIC,TELEPHONE, Berkshire CT GREASE TRAP - FIRE MARK,AND ANY OTHER PRIVATE UTILITIES,WHETHER WX)Po(IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. - "'- ^--""' -4- MINOR CONTOUR� "W" UTILITY POE - HOPE' HIGH DENSITY POLYETHYLENE PIPE MAJOR CONTOUR WY POLE HH HANOHOLE Development_ 7. UTIUTY PIPE MATERIALS SHALL BE AS FOLLOWS•UNLESS OTHERWISE NOTED ON THE PLAN: ----<"- -2a- .. 1 L PARKING COUNT A. WATER PIPES SHALL BE CEMENT UNED DUCTILE IRON PIPE,CLASS 52 B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE STIR 35 IysnnOugh.R08d � to a WY WIRE @ ANCHOR HW HEADWALL o HAND HOLE CIO f COMPACT PARKING STALLS CIE, PIT HYD HYDRANT Barnstable,Massachusetts PULL BOX C. STORM DRAINAGE PIPES SHALL BE RU °B1°NFORCED CONCRETE PIPE,CLASS 5 d t _---- ---- DOUBLE YELLOW UNE INV INVERT ELEVATION °f A atCMlr1B _ B. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH STOP UNE MATCHLINE I- - INVERT ELEVATION EXCAVATION,INSTALLATION,AND BACKFlLL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS Cape Cod Commission • I;Il�I'I�I IIIIIIIIIIIII CO�WALK SUCH AS PULL BOXES CONDUITS,DUCT BANKS UGHT POLE BASES,AND CONCRETE PADS. SITE LP LIGHT POLE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT O DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. ACCESSIBLE CURB RAMP HIES METAL END SECTION 9. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WIN GAS Not Approved for Construction ACCESSIBLE PARKING PAVED WATER WAY COUPANYS REQUIREMENTS Ow.:Ja nae Ny VAN-ACCESSIBLE PARKING PVC POLYVINYLCHLORIDE PIPE 10 ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY ,.t ,.t • ! THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. LCgeIICld11C1 RCP REINFORCED CONCRETE PIPE R. RIM ELEVATION General Notes SMH SEWER MANHOLE TSV TAPPING SLEEVE,VALVE AND BOX UG UNDERGROUND UP UTILITY POLE wa:.Jy yMmea T 09423.006� 4 \ebb ro\Wot-LO 09423.00\cad\Id\Pla...t CCC 09423-LM.dw9 Zoning Summary Chart Zoning District(s):BB Business District Overlay District(s):GP Groundwater District Zoning Regulation Existing- Required Provided Requirements / MIN LOT AREA 2 53 ACt - .40,000 SF/0.92 AG 2_53 Yanas$e Hangers Brustlfn,Inc. 296 FTi 100 FT 296 FT3 ;.—._... _-. .. ....___... FRONT YARD SETBACK 106 FT3 106 FT ! 119.0 FT3 Transportation L 14 FT± ... -- ----_ SIDE YARD SETBACK _Y •. — 10.65 FT_ hand Development ' .. - •,:A,.+L;tlY.tl',iy .__-e--_.>__. Environmental Services • - .\, .._. FT7 2 30 FT 62 STORIES r ,s 101 Walnut Street,P O Box 9151 ...........: _ _ _ ,_ 'G70 6117 F5T0 S SOR 11N CP DIST.�<30'F61.7x TOR / " 1 IMPERVIOUS COVERAGE __. .-... _.... .. ._...... Watertown.Massachusetts 02471 COMPILED PR F1EgT''Y��""UN@ ' `•' - OR PARKING LOT FROM DEEDS OIrBCIUODURTJ?' ' 4`. @irlsnNG FENCE TO - TERI - 10% 10.Sx 61792A 1770•FAX 617 GE N ::, :, LANDSCAPE PERCENTAGE r�K-t,:: 1 EMPLOYEE BE REMOVE0..UP-�'C`' -TO PROPERTY LINE PARKING SPACES.(11) * UNDER EXISTING CONDITIONS THERE ARE TWO LOTS OF 47,792 SF AND • •>L, f}AERGENCY/,.FIRE- 62,555 SF CA (DOUBLE) _ _ - r. SIDE SETBACK REQUIRES A TOTAL OF 30 FT, PROVIDED THAT NO PEAKAWAY CHAIN - 7,67�5F OF/. - E gum - PERvi0U2 ALLOCATION OF SUCH TOTAL RESULTS IN A SETBACK OF LESS THEN 10 FT :i'/`NI }� �' =CN"�, - - R s1 yp�( 1'AVE1tS"" ... ASSUMING GRAVEL PARKING AREA IS PERVIOUS y ) pD Sign Summary EASTING FENCE J,:.-.._ - TO BE REMOVED �O C 11 2 Lot ') t - M.U.T.C.D. Specification 1 I Number eiglr i P . ,.-l;':. _-- � ''•' lAPL1�YEE �, I W dth I H t De �'-"ROADSHGP(RS) - 9C` PAR 6 4 RS G-FENCE: - ng Summary Chart - - j C,'le..- _ _ !.. SPACES(5) 'sN a r. m Y _ - -..1. Yo'Tt MAIN, ? < / Parld um yr .` _ _ ! Size Spaces I I✓t491f9 'i __ SP-t Description R7-B 12• I is" PAC Required Provided Required Provided - STANDARD SPACES__ _ 9 X20_ 9 X20' �1w C SC ...... .__ .-..} _. _ 5 ' ryOP STANDARD ACCESSIBLE SPACES. 12 X20 12%20' 4 - _ _ _ .:r" RS IRS RS RS IRS 'A VAN ACCESSIBLE SPACES•. .. 12%20 12 X20' _i. _ 1 ._.._. ..__ __--S ............ _.. R]-BA 12• 8. VW 1 6 _._ LA❑T - TOTAL SPACES' SCREENING .. ,c. RETAINING i WALL I • ADA/STATE/LOCAL REQUIREMENTS A ,! i PARKWG RB-31 12 18' ' FIRI t l gl ` 9g •49' - I LANE of 10 © ®:, ' : f�, o l0 6s- Palkmg Requirements: .;EMST}NG TREES •R7 SALES FLOOR AREA: 18,228 SF X 1 SPACE/200 SF=92 SPACES L. ?. �+. TO REMAIN. C R7 207 / 1 :'j ROAD SHOP(AUTO REPAIR): 736 SF X 1 SPACE/100 SF=8 SPACES R7-201 I 12' 8" lOM-ARAY WAREHOUSE/RECIEVING: Z453 SF X I SPACE/700 SF=4 SPACES 4.618 SF . I ••, I' 12- PAVERS OF VIOUUSI 4 I{LA T Y T A' Ir 11 A 49 —BOLLARD / IT_) % - OFFICES.ETC: 2,078 SF X 1 SPACE/300 SF=]SPACES R-91 i2" I FEE 18" WAC>ES - i KIOML#F''•'•4', r,�4R rTj N TYPES 1 .� I i .::.SPACEUp S(3) fir, t ..—..____.. SIKE LO RACK D f SP-1 12• 18• PPRNBIC M. 4 BOLLARD BOLLARD F:; i - v r MOUNTED I (rm) PROPOSED �.-. SIGN(TYP - Rg 3I ACR i�iD, TYPED• -1D RP—TAIL � i I '25t� SF =PERV OUS PAVERS W; CROSSWALK HEAVY DUTY PAVEMENT 'LA ft�6 BC BUILDING _ OVERHANG t 2 24 20 20 i, 24 �' ll TYP (TYP) TVP - ). (TYP) ' / 10 R7 201 I / d t 4- R7-11 ` R7 20/ 1 `R7 8A � ACR.TYPE"A- ij TYPE B 31 LA 1B OFlLTRATI ( - I pt� - p _ 1. OCC COMMENTS 11/14/00 SRC - IISNG CTiP)- BS' I 'r[.,r 4 GRAVEL PATH . i 1 9 -� CROSSWALE - wo R.:,- om. C o e5' r DEO b'DEO 10 R / - IN 4 _ .,Ao as by borowa n,an ! 7(aq' / I - - - - xu.NV-30, x:s October26,2006 .: 4 � S f / e.DcPce Tl. _ EXISTING 1RE5 24 L'A , (;.t , 1_ -_ Berkshire //� �,2 m Development v RI-1 /'x ac ` r" Iyamtough Road R5 2 Bamstable,Massachusetts EXIS1nNG,TREES _�. I ••. Icsva for 70-EZ„ IN o,0 3, I t Cape Cod Commission 1 h- PYLON SIGN ! ,}`•. _ - , b I Not Approved for Construction CUFp'7RANSI.nfX4 ACR !1 ._ TYPE G.1 i _ fi VM Layout and trials Plan Materials i 4 - C_/r � _ � 30 0 30 60 - •_SCALE FEET IN ... ^,C �.•' _ N["° cl•S'r';� 2 ors. �siowi �t"`6 H\` 09423.00 . 09423-LM.d— r Nrb o'Wot-LD\09423.00 cad\Id\Pi....t CCC\09423-GO.dw' Vanasse Hangen Brustlln,Inc. Transportation .._>.__.... Enviromental Services 101 Walw Btt 29 STABILIZED ..,$.,. __.. - - _ .. 61 7 MI0 VAX /79ao 242286 _..:�. _ .._ CONSTRUCTION i.; ' • ,. " ENTRANCE S1rr. � r,; ..,'I ..�1 RB 3 6cD11Y� .�__ .• u 5'� - S ,.fi M! °y .r' S ....S -_.-^, EROSION CONTROL ,ot'' BARRIER 6 .529 CB`T BFENIYE, P R .66T t C- .. 40 ®I o% - - BS9 �� � �S.rrl SA °Ylf,1S8 STF.15D 1 1 . - I� .. .. INTERIOR'PIPE 1 I 9. -:12'xN ao ON 1 1 'I f /\'r.®O-OR(TYP) �J 1 'BARRIER( TROL i R=516 sM1s ! E%... .•`ss 1 f V 4 1 ' � •'j �' .�A 544'� � :;\ I Y$d2 SA9 4 _ r ,::. r i � I � - c 5A1 - ' - SMH'2 R.un el r rr' .>,. ``''-- III %I ! I ,\.. ., _ ,F1f1lCE LE�CHINr' TREES I STO Ng xDIMEN TRAP __ L 'ROOT SY51$S�C(`tYP - 1 1I9ETWEQJ EE WM]MIZE CE Ta ' - (TYP) ... TEN , ) I"� I ) r 5 u r PROPOSED 50 '6.`OIAMETER%f0'DEEP �9a5,.' ( ..Z, k �•, ' .. Il ACHING CHAMBER 11 trMOR ROW I 12 SCA�4p 51.9 I STONE 'T 546+ INFILTR TON PIPES ®,ORJ t - 1 "SURROUNDINGscHAa6 DIAMETER%4'OEM :I .LtACN ING CHAMBER WITH 1" \ -- Y 11 r 1.41 \ i STONE SVRfl0UN01NC(TYP) j. EMERGENCY MRFEOw FRAME AtJD, W-GR _ �+ \\` y ,s/n I Drp n I _a i' i i DEO 'DpEO . l� 1 _ a CnD cM1x Y wtl by 3. 1"=30' October 26„2006 prpr.ct 1U. Berkshire Development lyannougbRoad y ra I s ss I ctl r Barnstable,Massachusetts r / 4 K sraeluzeD r! Cape CO rnn113SlOri . -..._.- CONSTRUCTION _ p�.s6 wo d Co ENTRANCE-.. Y 1{ O L Not Approved for Construction c..,.. 6 emRkE R Grading,Drainage, X. gt - and Erosion Control Plan ' .• .. � yl�, Dla.1n9 Num ' C-3 sM1<et3 pr8 09423.00 .. - p972J-CO.OIUC vnE ro'\Wat-UO 09423.00 cad\Itl PI01Set CCC\09423-UT.dw - 1j Vanasse Hangen Brustdin,Inc. .. Tian Tto6on FOR U NEW B WATER - Land DevelopInent - —STUB FNRE CONNECTION Environmental Services s a•a TEE r_ / _ _ 101 Walnut$beet,P.O.Box 9151 SMH I I,= .t\ 617 01P 617 02471 � 242286 �� '.. CONTRACTOR TO VERIFY LOCATION . 1-49.5 W _.. - y OF EXISTING 8'WATERMAIN PRIOR TO CONSTRUCTON'"�\ _ - - r \ 'F •` .a. CB 3 aEa9rE _ , ". CONNECT TO > RZS13 _ EXISTING -INV I )' R NY CONNECT TO EXISTING ®tq - 1a 8 WATERMAIN WITH 'ATE VALVES ANDtFE 12`SCH 40 ®I.OR(TYP)_ I U I 1.412 I S O IN2TERIOR 4PIPE .I - , SCH - 00.ox(TYP)—__�� �I il5'SS, nP„ UTLI EASE TRAP, ' CB 4 BD]B1t A AN D. E.ETC.) ALL ON APPROXIMATE 10CATION :, I R3S5 ^'ARE TO REMOVED IN � gg OF EXISTING 8 WATERMAN --':,` t i 1-49.5 I ::y1v o� THEIR ENTIRETY. 8 8 X6,. f, l .f� IN - 4 w B A _ OTE DON .1 I. :' •.:1 Lens Bloc ;bICACE LEACHI 6.CHAMBERS 44h BETWEEN OE%1N G TREES TO c NIMIZE SBANC TOE t + RDOT SYSTEMS(}W) PROPOSED - It �AIL I ..AI r8'DIAMETER%10'DEEP LEACHING CHAMBER 1 INIHR)OR RObF I 12 SCIY STONE Y INFILYHAYON PIPES ®1 0tr 1. SURROUNDING(TYP) I ! 8 SCH 4d(TYP), 'l )^L LEACH NG CHAMBE R EWNH 1" t!S NE SURROUNDING(TYP) EMERGENCY FLOW FRAME ANQYE�� YNI 71 f 1.492 W BEN (+5.•`'Y O M1 Y,.ItV.,t{{ i?-1, I �^.�� 'c 1. ( iI _ _ Nn R a rweDen lb rout DEO w Nrr pM'E _// 1,•. - I \ / 3 •NA{ -{ 1 f'E _�t , m e Berkshire Developrrient _ .'. 4 "r T i - I Iyaonough Road - Barnstable,Massachusetts APPROXIMATE LOCATION / —OF EXISTING 10 WATERMAIN Cape Cod Commission f, . 04.1 _ ` r. rk;,1 Not Approved for Construction V' EXf;•NTRACTOR TO VERIFY LOCATION JG IO WATERMAIN PRIOR TO CONSTRUCHON� I' � _( �{ T ht\` �u2M Ei Utility Plan AV .49.2 W r 1 `CUT AND CAP CONNECT TO EXISTING EXISTING 6-WATERMAIN r�x VM 10'WATERMAIN WITH TAPPING SLEEVE AND VALVE may 30 Q;: 30 1 .C-4' i SCALE 4 m8 b„t _:,1;'r' Pro11c!Numb y11411V 09423.00 ' L: 09423.00 cad Id Planset\CCC\09423-LA.dy N PLANT LIST TOV✓hl OF'ggF wrY, ICY BarANICALNALT DEGDWUBTREES NAMESIZE RV . 9 A R S 'OCR R GLORT' OGf ACER RIBRWM OBE OBFR GI.ORI'Rm TiMLE '9.9 CAL r y H B 9 AC APEL,WIC1/ B 9 -TER CANADENB OLM'IP NADBLOW BERNCEBERRR H 10'M. Yanasse Han 'en B rtestli"n Inc. . PRAxwus PIEWSnvM11C4`aaKMlr' eus•Irt GREEN ASH � 3•-3y cAL. g .. , a J` MV MAGNOLIA VIRGMIANA '-WEETBAY MAGNOLIA H•-9"FR, ilelon . MS' IA eTELLA'CEN1E/611AL' cEMEWUTAL F6AGNOLIA -T HT. T4808p11 Land Developm :.vrt (r' OR MlEM191aIDRn RED OAK 3°-3I2°GAL. Ew&ontnental-SWAM {• COMPILED PR ER UNE x--x--x _ hCCt,PO B.9S5S ,�ERl9 NRGNIANr1 P497ERd1 R9 CEDAR 6-T'HT- IOW Weinot$ _ PVC- _ "^ '� C d07H NK.RA AUSTRIAN PINE 6.7'wt.. .WatC[toWq Ma89aC6ueCMa.O?A7l FROM DEED OF LAMDcou �.. R-5296'_•,s�S._._ y pP PICEA plcar>ENe ca.aRADo BLUE BPRuce 6-T'Mr. Wa c 1770•PAX 617.92i 471 LOAM 4 SEED l --�'ta4�s S C=4B 3• TO A OCCIDENTALIB'DAW,AMERICAN' PARK AMERICAN ARBORVITAE 6-T'NT. . 7• 2 QR_^^'-- _g8.4� COY 2 6 .. �s. SWRU e`SS 2 8 S•--PVC'- •y " - '- 52.. P8` ' OgµOtCHTS AND Gf4cul`� T®SIF CA eLE7NRA xNPOLw wM4tMGBIR � �ermMGBIRD sIa'a•ERSILEEr mda•W. N/�HWgY gUs/N�e� x� r _ t09F1/`SEED r'^ 's�EED In IIGG ILEX �Hu�ac WFrY� HAPPY RETURNS DanaY "�POT24-� 3.. N�SS. Re53.74.r 3 - 1 MC SETA 6 . .IV rTEAANI VRGINICA MBESIS a GAR er ��MGARIET VRaNIA eWEET9PIRE 2-2 JUNIFER 4• T. . 2pNe(Ng�`-gig$ P C l_49.9' 1'499' .' ^ �C T11- 9.6 8 CA P1I M 1 52_--D �^ 14 MP K RCA FENNSYLVAMCA NORTHERN BAYBERxY 2-2h'ItT. J vAUL, 2 c GA' _Sy `I.-AR ---52- .. 34 PM PEfN1 TUT/1LOPECIFdDIDEe VXEW' PUARF rQMTAN GRABS -1 POT . . .. s. --�\. •UP8.1�5 O 5 l5�,M 3 53 HB SPIRAEA B18'IALDA`ANTWONY WATERER' ANTHONY WATERER SPIRAEA IW-24'NT. ... . APPR y✓f�A OlMq� 2 ID.-CA � �' J MULCH( } >>� _x l �l fR(AY pSOrECno� Landscape Notes 4 fSIB PLANTING ALL FIROPOSED Q-JC- .o -h h i C/j ._ L CAREFULLY AS SHOWN ON THEE PLANS FOR FI D RE STAKED . . . BY THE LANDSCAFS ARCHITECT PRIOR To INSTALLATION, X I AR LOAM 4SEE 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES yI '6 GT AND NOTIFT OWNERS REPRESENTATIVE OF CONFLICTS. BIORL T �ISL TYi'J - 5 CA - . If''^ J 3.�NO PLANT MATERIALB.SHAI1 BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED 94 i• �(cc 1 , - - THE IMMEDIATE AREA ) + T 7@7Cs `' x 4. A 3-INCH DEEP 8HREDDED PINE BARK SHALL BE t�REMAIN crrFJ i! -'• /SEy.� INSTALLED UNDER ALL TREES AND SHRUBS,AND IN ALL 1...•.• 0.. PLANTING BEDS,AS SHOWN ON THE PLANS:OR AS �:. j FP - E3'�- fa 55,.-� _ DIRECTED BY OUNER'S FMPRESENTATIVE. - _ �' `''`l • R. '9 'E... �` _ - 5. ALL TREES SHALL BE BALLED AND BURLAPPED,UNLESS _ I OTHERWISE NOTED,OR APPROVED BY THE DINER'S _ .. C It I 55 _ .. /h9 ��,PlF.\ ` REPRESENTATIVE. AK \.. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS 0 tI 3 AC '-`�55�5-ICa r- ab -_ ' SHOWN ON THE.PLAN.THIS NUMBER SHALL TAKE .. . PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN M 0p.31 toTCORp J I-- �- --PROPOSED 5 A O \\; HlG AY gUS\1 iTIETRAC OR S�HATL�REFYJrirLeriYDs ON THE R7 #1054 86.. / 3 Jv _ A4��. ''r2'oA \ �� LA14TT LATHE B L6 PRIORP TO 61pPINGG,SHOWN ON THE FLAN J] I / -56- --� 0 SF ° O 4 pAH ABILI TO MAIN THESE EXISTING i. ANY PROPOSED PLANT BUBSTITIUTIoNB MUST BE _. 1 S - - TREES I TO BE DETERMINED AT - APPROVED IN.WRITING BY THE OWNER'S PRESENTATIVE _ r"�f CER7Wl ARBORI OF BT.0 IMF ITREE9 ON A S. ALL PLANT MATERIALS METALLED SHALL MEET OR .. - '. MIKE BE ;ZANGEED OWNER SHALL .EXCEED THE SPECIFICATIONS OF THE•AMERICAN '� RFOR REPLACEMENT WITH STANDARDS FOR NURSERY STOCK"BY THE A-ERICAN . - 1 3 AF_ETE - 1 ABUTTER FORh'EPLACEMENT._ a .METER - 24'REE`�. ASSOCIATION OF NURSERYMEN. �.IRE 5a.a3'. \ I o by I .�, \y S. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE '. . `� O A N/F YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. ... 4 ,N• S - EXISTING TREE�� r2 3 '12 IVn_ i. 24• - •+` ,1/HwgMEC - 10.AREAS DESIGNATED-LOAM a REED-SHALL RECEIVE S"or- TO AP H LOAM AND SPECIFIED SEED MIX LAWNS OVER 20 SLOPE REMAIN AND 6E AP(E _ �`_ __ �2 - 3L�2 5 IG -� BQUK .31J 1NC SHALL BE PROTECTED WITH EROSION CONTROL.FABRIG PROTECTED(T7P�_ ,\ 6 • 3IO SB T h/ r LS a. i26pJ' PAGE�S8 IL LOAM AND SEED ALL AREAS NOT OTHERWISE TREATED. o JV � Ii .. THIS PLAN 18 INTENDEDFOR LANDSCAPING PURPOSES S� ^' TION ' ' ! 3 IV I ONLY.REFER TO SITE/CNIL DRAWINGS FOR ALL OTHER .. `�' SITE CONSTRUCTION INFORMATION. 66 eG \ Q 16 /R� ELEC fi g1R t.. I I t I LCC CWII0m It/14/8a T'65 \ euQ �R/ � I0 Bioretentfon Construction Notes « a.�. 3,t•' � I. EXISTING T O(REMAIN 614ALL BE PROTECTED 1'lld. (AHD. IOFILTRATION la APD(TYPJ I Ndw.ey o�ey a.W.e ey TEMPORARI'ER08 TROLFENCE AND HAY B LE��__ SCgp '>t'OC«"t 'v, � 21 FFF111111777 - oN `' BARtIER EI�CT BAR RE DGE OF THE EARTH RIG ARE 'a •' -I - OT 1 .BIORETTTITION ALAS SHALL-NOT BE CONSTRICTED UNTIL CUT LINE PRIOR TO TREE CLEAR Y OUT THIS BY •�i5-;•S ,';rJslT 31 HHR i _ THE ENTIR=CONTRIBIUTMG DRAINAGE AREA WAS BEEN co u.a.e'er •Pc••,.e er FIELD SURVEY. •� aAK- ; STABILIZED.THE BIORETENTION AAA SHALL BE - 2. CONTRACTOR SHALL NOT OPERATE VE I h THIN T ` \� ! h w� f. TOFU PROTECTED FROM SEDIMENT LADEN RUNOFF. ;.Tr.rKt1 tl30' a°I° Oo4ba 26.2006 TREE PROTECTION AREA.CONTRACT NOT ORE )y /, by �� CHT °rIIIALE(TY 3 JV -j i _ 2. THE 801E MI IOX ETE TIONOF AREAS SAND',3ON-35%SANDY Berkshire VEHICLES OR MATERIALS,OR DISPOSE OF ANY g9x / `' 9'PN MV v TOPSOIL,0-5%CLAY,AND A MAXIMUM OF 5%-10% MATERIALS, WITHIN THE TREE PROTECTJO�AREA r ',S• K 24 IV �. oRGANIG MATTER - 'Development. 3. DAMAGE TO EXISTING TREES CAUSED BY 1121 -EZ,IISTING Ti�E9 - -, 15, p ) ! - - CONTRACTOR SHALL BE IREPAIwD BY PI _ o �', �.f, ( " 3. PROVIDE A 3•DEEP LAYER OF CCMP08iID,SHREDDED I ou Road . ARBORIST AT THE CONTRACTOR'S EXPENSE. (7YPJ��.`� ,;;j.•, - - - HARDW(=MULCH OVER SOIL SURFACE. ,. 3'H� 8b- . 57-- �� I ( 4..SAND SHALL CONFORM TO SECTION 2300 EARTHWow,OF amstabley Massachusetts Plant Maintenance Notes - a GEED 3 QR THE PROJECT SPECIFICATIONS,AND BE FREE OF DELETERIOIUS MATERIAL. L CONTRACTOR SHALL PFdOVIDE ENANCE `-- - ' - C 4 e Cod Commission OF THE LAIUJB AND PLANTINGS: NO I ` EXIST ` Y 1 \ D. SANDY TOPSOIL SHALL CONSIST OF TOPSOIL FROM ON SITE �. . PROPOSED FOR THIS SITE THE GON TOR��TIALL TO REMAIN' '''��T - , t(E p STOCKPILE,OR LOAM BORROW,WITH SAND ADDED i0 SUPPLY SUPPLEMENTAL WATERING FOR T EWCICALW9 PROTECTED(TYPJ A 3 PROVIDE A LOAMY BAND OF UNIFOR•1 COMPOSITION. PLANTINGS DURING THE ONE YEAR PLANT GUAR,4N 'TO BE -sa 16 HH ; 6. PLANING 801E SHALL BE PLACED M LIFTS OF LE98 THAN Not Approved for Construction . PERIOD. _ \. PRO7ECTE Y9d ` _ _7 L_P/HE ,y 18COMPACTI�EDE LiCFFOWT) COME-ACTED(MN"tTi OR RO LL IT•IG WITH A - Fy m•. .. it- 2. CONTRACTOR SHALL PROVIDE:ALL MATERIALS,LABOR, MULCH( /C)` �� T Ka I HAND-OPERATED LANDSCAPE ROLLER HEAVY EQUIPMENT T T�. AND EQUIPMENTNCW FOR THE COMPLETE E PROVIDED SHALL BE RESTRICTED FROM TRAVELING OVER THE Lan&C*a a Plan MAINTENANCE WORK WATER SHALL BE PROVIDED BY THE LOAM 4 S ED OWNER. j= �- �`�- � � ssI� _ BIoi�ETEMION AREA. - - p 3. WATERING SHALL BE REQUITED DURING THE GROWING \`�• T. SEE GRADING AND DRAINAGE PLAN FOR DIMENSIONS, 9EASOly WHEN NATURAL RAINFALL 15 BELOW ONE INCH PER EXISTING TREES \ WEEK -•f"--LO-REI,'IAIN AND BE _SS \ BIORATTENTION F�4CISIZES,'LOCATIGNS AND INVERTS OF . PROP(TYPJ56-_-------- 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO 56•' `� y pN'' - ; THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF �•r,a a„m�, EACH PLANT. S. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS .. AT THE END OF THE ONE YEAR GUARANTEE PERIOD. . CONTRACTOR SHALL TUR IN OVER MAINTENANCE TO THE .. 30 0. 30 60 E .. FACILITY MAINTENANCE STAFF-AT THAT TIME SCALE IN FEET use 09423.00... - , o9a23-LA.OSC ' Vhb ro Wct-LD 09423.00\cod Id\Plonzet\CCC\09423-DETAwg - - •. 11S'BITUMINOUS TOP COURSE --1Ya•BITUMINOUS BINDEM COURSE- 4"CEMENT CONCRETE :•"•• '� • •�c . SURFACE (B.W VEHICULAR AREAS) x6xW1.4vW1.4)W.w.MESH(B °° o o• .. TREATMENT 1p- 1rilAT SHEEIR-CENTER OFP1H •Quo 8 A ° °'qo B"COMPACTED GRAVEL VARIES 10• 2'RADIUS(TYP.) - r 4. •� p •. '. (MIN. TREATMENT VARIER. CURB 6 VARIES 1 Yg°0 ROPE _ BITUMINOUS REINFORCED PRECAST 1 WAMFER'' TOOLED JOINT FlNISH GRADE Yanasse Hangen Brust�4YL Inc. ° cONC.PA ENT 1 > VERTICAL GRANITE CURB 12' "' j (TOP COURSE) - VOL/�CWCRETE CURB 6'REVEAL 1 5 A, TREATMENT VARIES I p / I"CHAMFER FINISH 1'0 x MI \-COMPACTED SLBGRADE TXSMgOrtation .F BITUMINOUS /' PAVEMENT _ PROPOSED BIT. CONC.PAVETIENT TAG(COATv a PA� _ I (eINDEE ) I Lurid>° HeevW Dnh Flexible Pavem¢at EnviE'opm¢ental ServicG4-TACNlopmerrt CONGCOA ~ Rc+l WNOCp pVrlaTH, o - • ROPE VARES- _ COOHCRETE IFF CURB b.. VAR, CONCREiSE IF CURB - IS PLACED AFTER •M� .Ly a,piW Sop /- C SET aFiEft BINDER B'COMPACTED io P' BINDER COURSE Td q j� {I p B S, b a�'�4P, e - F COURSE IS IN PLACE e _ 8J ORAVEt(tK MAx.1 - 101 walnut street,P.O.Box 9151 F STONE SIZE)-L WateftMa,MuSachusettB 02471 a °, .' O a 90,,.YF x8'M'..�8 ¢._ 4 V 4"•O a ' 0 COMPACTED 177D WBCRAOE I 617 924 •PAX 617 924 2286 .W BITUMINWS TOP COURSE z'BIMMIN WS BINDER COURSE. . _,a.,- y .. � -a -.,.":t ',:NS ,,�, ARP. $ e.,�,6 f @Y, , o o .• _ . bO 0'$ -0txu, xY fl q sOs c3� 12'COMPACTED GRAVEL - Notes: CWpACTED GRAVEL. \ Cg1PAC1ID Q:g n'1 -' '.i EXPANSION (IX*MAX STONE SIZE) GEAVFL r IIiA-BY 2)L•DOWEL SOCKETS JOINT SEALANT - - . \ SHALL BE MRNISHED AT ENDS 1.PROVIDE EXPANSION JOINTS AT K•7 COMPACTED COMPACTED OF ALL WRR@@ NOTIGIS TO MIN.DO FT,O.C.WITH'ME- " 1 \ SUFIGRADE WSIDI B' 6' 12" RECEIVE 1/2-DIA.DOWE FORMED EXPANSION JOINT },•. �....COMPACTED SUBGRADE . r 6-1 6- ` - RULER 3 SEALER. MIN. COMPACTED _ MIN. COMPACTED GRAVEL CONCRETE °�o .. GRAVEL BASE Note (IJr MAX.STONE ME) 2,PROVIDE TOOLED CONTROL SIDEWALI( Standard Duty Flexible Pavement • JOIN15 AT 6'O.C. )i'PREFORMED ALL WRBINC TO BE MACHINE EXTRUDED - COMPACTED WBGRADE D.PROVIDE BROOLI FR09N IN EXPANSION JOINT - DIRECTION PERPEOMOULAR TO BUILDING FACIE, . OURB OR C OBJEtt, OR LONG SIDEWAUc . 4.CEMENT CONCRETE SHALL BE Expansion JointD¢tea . 4.000 PSI-TYPE IL - Vertical Granite Curb(UGC) A. Bituminous Curb(BC) Big Precast Concrete Curb(FCC) e/03 Monolithic Concrete Curb(MCC)&Sidewalk ,]D, Bituminous Concrete Pavement Sections Pro, N.T.S. Swrts VHB LD-402 N.TS. Smm.NIB LD_,OB N.TS. Swra NIB LO_XDE N.TS. Swrts VHB tD_4aT N.TS Sums yN8 10.:Ib RTE � If oERpl is AccE55 asLE .. e WHITE ONES SEE DETAIL " 24"ON CENTER r I Gil\ I ��• LALNOSCAPE I A ROT,.�ELT h"UP A. 4' .. SEE NOTE 9. :F� _ RAMP o \ � �!- .4- �' .3•� c x " UP SEE 9 `"ga NOTE 9. B /�^,'K Dy •'�\ WE SIOD- Cp- UP MAX � RESISTANT ,, -V`�• L)4 - SEE NOTE 9. PAW LIP . \ SEE HOLEn 1. 2' IL.5' MN. B" MIN. Notes: NDte6: Not.: N➢ta: ro VAN�ADJACENTAA�6SIBIE De A `-3-WIDTH WHITE ' 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP EXCLUDING SLOPES SMALL BE 1.5(IX MIN.), 1.THE MAXI ALLOWABLE SIDEWALK AND WRB RAMP DOSS ROPES SMaLL BE 1.5(1R MUM.), 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS ROPES SHALL BE 1.5(IX MUM.} 1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROW SLOPES STALL BE 1.5(1%MR.). ACCESSIBLE PARKING - 2 THE MAXIMUM ALLOWABLE ACE OF ACCFSSaE ROUTE UgNC CURB RAMPS SHALL BE 51L 2 TH MAXIWM ALLOWABLE SLOPE OF ACCOS I E ROUTE EXCLUDING OURS RAMPS SHALL BE 5t 2 THE MAXIMUM ALLOWABLE ROPE OF ACCESSIBLE ROUTE EXCLUDING WIN RAMPS STALL BE SR 2 ME MAnMUN ALLOWABLE ROPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS$HALL BE S1L 1 TIHE MAXIMUM ALLOWABLE SLOPE A ACCESSIBLE ROUTE WPB RAMPS SILL BE].5; 3.THE MA10WN PllOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS 6NALL BE].5x 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE OURS RAMPS SHALL BE 7.5X 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% 4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ALNY PERMANENT OBSTACLE IN 4 A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED.AT ANY PERMAHSHT OBSTACLE IN 4.A MINIMUM OF 3 FEET CLEAR SNALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4.�MINIMUM Di J FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E,HYDRANTS,UTILITY POLES,TREE WELLS,BONS ETC). ACCESSIBLE ROUTE(LE,HYDRANTS.UTILITY POLES.TREE WELLS,SGNS,ETC.), ACCESSIBLE ROUTE(I.E.HYDRANTS.UTILITY POLLS,TREE WELLS.SIGNS.ETC.). CCESMIUM F 3 F ET HYDRANTS,GE MAINTAINED POLES TREE WELLS SIGNS.ETC). 5.GTHB TREATMENT ADJACES,ENT SEE PLAPAVEMENTS FOR CURB TYPE. 5.CURB TREATMENT VARIES,SEE PLANS FOR NRB TYPE. S.W.TREATMENT VARES,SEE PLANS FOR..TYPE 5.WRB TREATMENT VARIES.SEE PLANS FOR CURB TYPE NOb' 6.RAMP,WRB,AND AWACENi PAVEINFNIS SHALL BE GRADED TO PREVENT PWDINC 6.RAMP,CURB AND ADJACENT PAYEMdts SHALL BE GRACED ro PREVENT PONDING. 6.RAMP.CURB.AND ADJAGINT PAVEMENTS SHALL BE CRAVED TO PREVENT PONDWG 6.RAMP,CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING T.ALL DIMENSIONS TO EDliS OF 4'PAVEMENT STRIPING. ].SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ].SEE TYPICAL SIDEWALK SECTION FOR RAMP`CONSTRUCTION T.TYPICAL 9DEWA11(SECTION FOR LIMP SECTION CONSTRUCTION. ],TYPICAL 9pEWALK SECTION FOR RAMP SECTOR CONSiRUCTIW. S.XHERPASS ACCEA9 ROUTER ARE LEA THAN 5'N WIDTH( CUIVING CURBDlG)A 5'X 5' B'Yp'HAS�.SDElG PCURGSSHALL BE PRONGED AT NTERVAlS NGUE ROUTES ARE LESS THAN 5 IN OT TD(IXEIXL® RBING)A 5't 5' 8.M}IFRE ACCESSIBLE ROUTES ARE IE55 IMAM 6'IN giD1H(E%0.UMNG WRBING A 5"A S' a INHERE ACCESSIBLE ROUTES ARE LESS IMAM 5'IN W101N 2,ALL STRIPING SNALL SE 4'WADE SOLID-17 PAVEMENT PASSING AREA 4LALL BE pRONDED AT INTERVALS NOT TO EXCEED Z00 FEET. ) (EXCLUDING WRBING)A 5'x 5' MARKINGS UNLESS OTHERWISE NOTED. 8.EJWNAIE OUR NO AT ftAIAP WHERE O AWTS ROADWAY,EXCEPT NHEAE VERTICAL CURBING IS SSIrvC AREA SHALL BE FRONDED AT INTERVALS NOT 10 EXCEED 200 FEET. PASSING AREA SMP11 BE PROVIDED AT WIFRVAlS NOT ro EXCEED 200 FEET. B.ELIMINATE MR NOU RAMPROADWAY. THAN VERTICAL CURBING WMICH STALL RE SI7 S. SUMMATE WRSING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL WRBING IS B.ELIMINATE WRBNC AT RAMP WHERE IT MUM ROADWAY.EXCEPT YMEAE VERTICAL WRMNG IS 3.B'STALL WIDTH REFERS ro 6 GEAR BETNEEN INSIDE _FWSI1)WHERE IT AWiS ROADWAY. INDICATED ON THE ORAMNGS i0 BE INSTALLED AND SET RUSH. INDICATED ON THE DRAWINGS TO BE SET FLVSH. INDICATED ON THE DRAWNGS TO BE INSTALLED AND SET RUSH. EDGES OF PAVEMENT MARKINGS. Accessible Curb Ramp(ACR)Type'A' IYD, Accessible Curb Ramp(ACR)-Type'B' 6roJ Accessible Curb Ramp(ACR)Type'D' rob Accessible Curb Ramp(ACR)Type'G' rob Accessible Parking Space N.T.S. SeNee V11B ID_JaC N.T.S. Source:NIB LC-'AI - N.T.S Swrts NIB LD lOJ N.T.S. $avR VNB ID_5C8 N.T.S. Sower YNB =JSa 0•MW�vV by m SY GedW by _ ao d•ckwl by - Aoorowa uy AR NOW D"'" October 26,2006 2(MAx.) Berkshire ZL WRBUNE M12 (TYP.) O FOUNDED CONCRETE CAP Development ,. . $$SS t4 W MADR MODEL HJ6-T,-SF-P /� �-...CAP s1EEL PIPE POST AX IyaM II OU� Road 9 LUMP HEAW DUTY� CONCRETE FILLTYPICAL SIGN '.,4• _.- 3I • WALLENGER BICYCLE RAG((OREQUAL):n b f b 4. APPROVED EQUAL):MOR ro Barnstable,Massachusetts BE SFIFCIEO BY DINNER - lawea Hw WOIE PAINT WIVE PLANT MAX ROPE 1.5S L POST Cape '+1 6"DIA STEEL PIPE FILLED Will Ca a Cod Commission - MWNRNG PLATE /'-=/AR>IMCCOAM TE-1BECNT PPRIME AND /-(PAIINT COL R SELECTED P �2=0• 3'_0 LAG BOLTS WITH EXTERIOR METAL WRFACES BY .LENGTH AS REDOURED 1• Y SEE STPoPING PUN 2. WRBLWE �� � TE PAVEMENT Not Approved for Construction (MAX.) \ FINISHED GRADE .,.-V le "A"'BASE SURFACE TREATMENT VARIES 1�. �FA DETAIL) Details n a T 16 D B' - - CRADE CR" (TON.) UNE / L� mil WWHNITE PNNIEp Y /f /-FINISH Q TRESURFAATMENT VARIES S OP LINE 24"DIA.CONCRETE ENCASEMENT ca° _� �^ 4'WIVE PAINT //�♦ / ���\ /�\�/\\1�\ \f �COMPACIED GRAVEL WHITE PAINT(TYP.) LANE 1 TWELVE INN(12•)LINES SHALL BE APPLIED IN ONE 4' APPLICATION.NO COMBINATION OF LINES(TWO-6 ` - y INCH LWES WBL BE ACCEPTED. ) COMPACTED WBCRADEJ OrvMnl Numwr , 2 LONGITUDINAL CROSSWAIX UNES ro SE PARALLEL TO CUR LINE - - Mt­ 3.KILL LONGITUDINAL CROSS IX LINES TO BE THE SANE - COMPACTED WBGRADE .Syr �-/ . NOteJ: LENGTH AND PROPERLY ALIGNED. Nam• / ) A G (v1 1.PAVEMENT MARKNOS TO BE INSTALLED 4.CROSS WALK SIOEAOPE SHALL N c1'OT EXCEED 1 - 5 A Fofl ON SITE WOACCORDANCE - RK IN LOCATIONS SHOWN. WITH MANUFACNRER' c .S .,1,INSTALL IN RECOMMENDATIONS - 3"_..� ;nl':. i•L. Painted Pavement Markings-On Site ai0. Crosswalk sr..1 Painted s..m..:WHe ID_JN N.T.S. Ro,NX�yHe Iro3 Bicycle Rack_(Surface Mounted) Bollard - 4i� Bollard Mounted Sign \- / � 6 °•s r u�s> N.T.S. Iro3 t `,t 1xL N.mbv $01f0P N.T.S. sw�NHe Lo_]a N.ts. swrk NHe 703 L Mb ro'WDt-LD 09423.00\cad\Id\Pl....1\CCC\o9423-DET.dW . _. H. Notes:21 . -_ --- 1-ACCF'SS j 1.ALL SECTIONS SHALL BE DESIGNED ' y _ _ FOR KS-20 LOADING. LIGHT POE Net.: - L1 9 1' _ _ ".. 2....MANHOLE STEPS SHALL'BE . AT PROVIDE BASE COVER I -.-.__ _ _ L OE➢TH OF THE STRUCTURE ._ _ 1.ALL SECTI0115 SHALL BE DESIGNED 48'DIA(MIN INSTALLED 'TH 12'O,C,FOR THE FULL AS FURNISHED BY I I AlteraateEceenWC Cone S.aon FOR HS-20 LOADING -Lµ- .�.TL POLE MFG. - 3.PROVIDE"V KNOCKOUTS FOR PPT UGHT POE BASES IN PARKING 2 PROVIDE"Y KNOCKOUTS FOR PIPES Alternate Too Slab WITH 3 MAX.OEARANCE TU W LOT TO BE PAINTED YELLOW - ''''77�� f"§] WITH 2'MAX.CLEARANCE TO OUTSIDE OF PPE.MORTAR ALL PIPE �) /1 (NOT PAINTED M LANDSCAPE �'mi+ ''.• ...',..•.: OF PIPE.MORTAR ALL PIPE CONNECTIONS. Y(Lnasse Hangen Bmstlin,Inc. ISLANDS) < ` 1 CONNECTIONS. FINISH 48"_p1A(MIN.) GRADE B" 24'DIA. 6' k JOINT SEALANT BETWEEN PRECAST 3.JOINT SEALANT BETWEEN PRECAST AC S SECTIONS SHALL BE PREFORMED e3 TIES O 1Y C.C. SECTIONS SHALL BE PREFORMED BUM RUBBER. TFansp0178nOn 3 CONCRETE PSI CEMENT J4 O 16'BOTH WAYS 6W0 P51 CEMENT /4 O 16'BOTH OATS Alternate TOP Slab BUM au... SEE NOTE 5 Land Devclopmtxtt 4-JB VERTICAL-EQ.SPACED (CONCRETE(TYPE 11) - CONCRETE(TYPE 11) TOP AND BOTTOM - FINISH - - EOV1rOTIR1e11tai SCTVICea b W / - 6.DRAIN MANHOLE FRAME AND COVER ^�I )j'CHAMFER �'CHAMFER GRADE 5 2{' B' {.CATCH BA SE MANE AND ORATE SHALT BE SET IN NLL MORTAR BED. h ;• -� H� N NLL MORTAR BED. CLAY BRICK I ' I I SMALL BE SET I pDJUST TO OR WITH FINISH GRADE' BITUMINOUS BITUMINOUS ADJUST TO GRADE WITH CLAY BRICK S (BRI CONCRETE AND MORTAR 2 ORIIX COURSE$ . CONCRETE SEE NOTE 4. AND MORTAR(2 BRICK COURSES TYPCALLY. S Gc rAURSEs l01 Walnut Street,P.O.Box 9151 m� li- PAVEMENT 21F PAVEMENT _ MAIM N}g BRICK COURSES iOV',�� STEPS SEE- . MAXIMUM) Watertown,Massachusetts O7471 /-CONDYIT SEE ELECTRICAL - .- p 7� NorE z 617 9?A.1770•FAX 617 M 2286 PLAN FOR SIRE <•. . _ GROUND ROD CONNECT COMPACIEO a .COMPACTED W NOTE 4. 'S y1 pi SEE N . - GRAVEL— SHEA TO BE CONCRETE FORMED TO INSIDE METAL POLE GRAVEL �' w SEE NOTE M FJ 48"DIA. MIN SLOPE OF 1'PER FOOT. 4N a COMPACTED COMPACTED OUTLET fJ SUBGRADE 12- SUBGRADE 12' HDW tN _... ,..._ OU_ DIA. VAR - VARIES - - @y� INVERT _-J___._.._. VARIES €� CIA. COMPACTED OR 00f1 UNDISTURBED Y-0'DIA VARIES . SUaGRADE ' :.-I OLT UVWT SEE NOTE 2. 12 k MWNTNC Plan Notn' NotNv' - (�') - SEE NOTE 3. 7Se COYPACTED Section PERO M,G SPEC$ I.SZE OF DUMPSTIR PAD TD BE AS INDICATED ON PANS. 1 572E OF DUMPSTEA PAD TO BE AS INDCATED ON PLANS fi �MA J- dg'ppN,, 6, 4 - 12' . 2 ODNSTIRUCTON JONTS SHALL BE SPACED NO MORE THAN 2.CONSTRUC110N JONiS SHALL BE SPACED NO MORE THAN yy '•' Not.: I0 FEET ON CENTER AND SHALL BE EQUALLY SPACED 40 FEET ON CENTER AND SHALL BE EQUALLY SPACED sm 2 CSU�BGPRADED OVER THE LENGTH AND WIDTH OF THE PAD. OVER THE LENGTT AND WIDTH OF THE PAD. (TW CEMENT CONCRETE INVERT - LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO $� CHANGE BASED ON FINAL POLE AND FIMRE T�R,p DqW.'. Q NrMha' �,xW°dQ�(7a '0 2- ( `GYIMPACTED GRAVEL SELECTION AND GEOTECHNICAL SITE INVESTCATON. - dS ^ ^ - d L-COMPACTED SUBGRADE Light Pole_ '/D. Loading Dock Pad 6/03 Compactor Pad 6ro3 Catch Basin(CB)With Hood s/a Drain Manhole(DMH) 610} --- --. N.T.S. Swrar W® Lc alix N.T.S_ Scarce VTm Lo_»t N.T.S. s°u,Q WHa �T12 N.T.S Seums NHB Hn_Ia N.T.S. 5°urxa vxe U_HS VEHICULAR AREA LANDSCAPE AREA - MONOLITHIC OR H dro Conduit p0'OI0. KEYSpp CONNECTIONS FRAME AND COVER FINISH GRADE Not.: Table OrDimePsiOna ° (TYP.) SEE NOTES B AND 6. BENDS B C D E F BENDS F 111� J_ 1.STRUCTURES SHALL BE DESIGNED FOR 8' 111/{' B' 19' 12'2a'13' 6" 45 B"301 12'24'14' f, HS-20 LAAGNO. 6'221/2' 19' 1]' 6' W' - ]0" - 2T" OVERLAP �•GA MANHOLE 9" 111/4- 20' - 12' B" 43' 3lY 21 _.-....... S. - .- Altllva4 Top 91eb - OEP1N� ARSiRUCTU SIPS NLL �� lr 111 i4 - 30' - is z" 45 411 - w• 2 COPOLYMER M REP E �i'�-• .•• __ _ ••..A".'(Nlit") FRIER FABRIC 3Ma 8377E (STEEL REINFORCED MR HS-20 LOADING) THE 1 MR TREATMENT ENVELOPE W THE �- VAPoE 1Y 221/Y - 34' 25 tY 90' 8O aY °o D•m m o O m m o o o� 9 �l•0 3.TWO RIORCOA SURF BITUMINOUS WATER neOdi E FLOW 1� 8' 30 dA 8' PROOFING MATERIAL 1 1 4.JONT SEALANT BETWEEN PRECAST �B r�� D SEE SECTIONS SHALL BE PREFORMED BUM a -- -- D m m O SEE PLAN TER 0 SEE NOTE 3. NOTE a. ______ RUBBER. - • W P°•° D m m OOR IAME� m Gl p ° -C WASHED . .. 1 ` q ••;�• PRECAST 6•�P CRUSHED STONE RWMIOOM DR S.STANDARD SHALL MANHOLE FULL - UNDISTURBFD� M7MI AND COVER SHALL BE BET IN FULL $qL 8`0 Q I1 R[D O O DJ 0 0 3 6�` YBl Ir fir: MORTAR BED.ADJUST TO CRAZE VA1H Plan SeeHOa 1-1 3 MORTAR JOINr BBERf �NN q cPA CWRSSESPTYYPICK Acniv IXs rBRIRICK COURSES �n Table Ot Dtmenalone YY.• D1 ® O [] D] 0T D STEPS sFE �• 31F.IalE bW<S NOTE 2. MAXIMUM) 6 W _____ _ 1 G H I J TEES TI••f 6' - - ariYOR/Valf PWE 171~ ,SEE NOTE 3. $ -CASs-IN-PLACE 6'x 8"x 6' 12" 24'2{'IB" 12'z IYz 6' lY 21'24'fir } o• 7RlET 2'THICK JACKET }ppp P51 CONCRETE a"x B'z 6' 12"z IYx 8" 24' . 1 R157R P� KUYURETHANE -(TYPE 1)ENCASEMENT B'x 0"x B" 24' IYx 12'x 1 J6" ]6' g VI o 48"010.MANHOLE_ INSULATION CUT AND 0 -F ENDIMMM) SEE NOTE 4. AROUND PI PEWOME,IN CK SEWER LINE COMPACTED GRAVEL 1' OIL 6.� ------------- FLEXIBLE WATERTIGHT I PG2ES UNDER PRECAST BASE COMPACTED SUBGRADE �� CASKET OR SLEEVE 2 2= PRECAST BASE OR e 6 1W WIDE CONCRETE RIND WYN PMW 88k F OUTLET CAST IN PLACE BASE OEIIXAHD - I� DIA 1° COMPACTED UNDISTURBED� OIL - �' VARIES SUBGRADE Pin SOIL Section 2.2 . Net.; P. 1. BASE SECTION SHALL BE PRECAST CONCRETE WITH MORTARED JGNTS OR CAST N PLACE. DIET WA R� 2. ALL COMPONENTS SHALL BE DESIGNED FOR HS-2D LOADING PIPE OLTAN aLvtEA .P - - g L o¢ �' Not.• ' °sd'-D, k_a 6 H: Note 1 PROVIDE PRECAST'V'KNOCKOUTS FOR PIPES WITH 2"MAX.CLEARANCE TO OUTSIDE OF �. T1�1 111Aa V� eO°,a 'a••n - 1.PROVIDE BLOCKS FOP TAPPING SLEEVES,DEAD ENDS DATE PIPE MORTAR ALL PIPE CONNECTIONS NOTE: SEWER UNE SHALL BE INSULATED WHEN COVER IS LESS THAN FOUR � VALVES AND VERTICAL BENDS(SAME SUE AS REQUIRED FOR SHELF 1D BE$EWER---. ARCH INVERT TO BE CONSTRUCTED 1.AT USE OF FIND CUM WHERE A IS CAB MIaTIDED BRICK WD FFELANT AT A I WITH STRETCHERS ANDK N E AS (4)FEET UNLESS INDICATED IED EINCU LOSE ON PINS.PROVIDE TEES).PROVIDE ANCHOR RODS AT VERTICAL BENDS AND CAME 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUM RUBBER. AT 711E INLET AND OUREr FRffPE APPUFABIE SLOPE OU 1'/FCOT I SIRETCHQts AND ON EDGE. CONCRETE ENCASEMENT IN VEHCULAR AREAS WHEN COVER OVER VALVES g, FRAME AND COVER SHALL BE SET IN FULL MORTAR BED.ADJUST TO GRADE WITH CIAV z THE COATI SWULO BE Posatom D om THE OFMWOT/ COMPACTED GRAVEL-' I I--BRICK CHIP AND PPE INSULATION IS LESS THAN THREE(3)FEET. 2 CONCRETE SHALL NOT BE PLACED AGAINST PPE BEYOND BRICK AND MORTAR(2 BRICK COURSE MINIMUM,5 BRICK COURSE MAXIMUM) 'VENT PIPE. J MORTAR OR CEMENT FITTING - A MS a A GlERAL I16Waa:1AENT DRAWND CONSULT LOCAL COMPACTED SUBGRADE-- CONCRETE FILL 6. USE BEEHIVE CATCH BASIN FRAME AND CRAZE FOR 4'X 4'LEACHING CHAMBER. RFPIUMENTITTVE FOR SPECIAL CONDITIONi 3.CONCRETE SMALL BE 3OD0 PSI-TYPE L Leaching Chamber 6/03 Sanitary Sewer-Manhole(SM� ./03 Sewer Line Insulation 4ro3 Concrete Thrust Block ./aT "° m N.TS. - 5.urce WHB LL�m REV. �flm- 'MITE N.7S. - _ Scarce nIB LD_3OC N.T.S. L0�2o N.T.S. Scarce vHa LD36O c _ ApprA..d by S$TAKES- °AS Noted " October 26.2006 .. (2 PER BALE) L 7. STANDARD (MAX) _ Berkshire - HYDRANTL 1)y'z 15'x 4'WOW STAKE OR APPROVED EOUAL- Net.: Development PUMPER CONNECTIO4 1"z 1'z]'WOW STAKE, BALED NAY TO FACE ROAD.- 1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON _ �(2 PER BALE) OR$IRA FINISH \ UNDISTURBED EARTH AS SHOWN.USE CLAMPS AND TIE RODS OR OTHER PAVED AREA.- LANDSCAPED AREA SRT FEH l - ( UD Road GRACE AC TAKE METHOD OF"NT RESTRAINT WHERE SOIL CONDITIONS SEE APPLICABLE s _ FlL1FA �� FACE J iTPICM SEE\2 I PRDHI®T THE USE OF MPUST BLOd(S PAVEMENT SECTIONS COMMON FaL 1 ' - - - ORDINARY BORROW ! FABRIC Barnstable,Massachusetts (OR TO-COAL STWDAW 2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR COMPACTED GRANULAR FILL--I yj; ,,.:�j.. GATE VALVE WITH SIDEWALK PASSAGE WDTH OF 3 FEET AT HYDRANT. ggyAy)T r II -� - _ - I-d w BOX AND COOWR-. * PAVEMENT ' rn _ I i j' s�:r-''•• Cape Cod Commission SURFACE 0° - DEPTH AND SURFACE • 1"GEAR(MINIMUM) uW•6 >66° _ TREATMENT VARIES I I: Plan View AREA I STAKED BALES CATCH BASIN 1'x1'x3'W000 STAKE. • '° GRATE Not Approved for Construction °r• x° -WARNING TAPE _ g_ BALE TONE TO BE Or°.In9 T". _ COMPACTED - 6 N LN 4 ROW ?„ �: GROUNDA SURFACE FgeTtic . $ l 'THRUST BLOC(-MIN. BEARING 9 S.F..DO Q 6 B w N' gS<�R EARTHMOUNNDD- I I.. I �pROTECTEO I O NOT BLOCK MUIN, t -'i,�, - TOP 0< AREA B'(MIN. DetallS / a'OIA PIPE-T - m m E S _ AND TAMPED HAVNCMNG GRWNO �'EMBEDMpIr 113 1 F!r2'".•a: COMPACTED BEDDING / - 6 12 .SUBGRADE 6'(MIN.) 20' MIN. 1p MIN. COMPACTED 4' SCCtIOR View -b-NMITI)Ot:D A PACTED M - ,. I,1'(MIN.) STAPLE e Not.: =TUT(KCAL-� 1.ENCLOSE STRUCTURE WITH HAYWALES IMMEDIATELY AFTER CATCH JOINT(1YP) C• '.•� NOtea: A BASIN WNSTRUCTON. MMWTAI UNTIL PA_aINICER COURSE prA°MR N°mbar - CREME IB"X,8'x6" IS COMPLETE OR A PERMANENT STAND F CRASS HAS BEEN .T•:4c,<. THRUST BLOCK CONCRETE BABE 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH Wood Stake STAPLE ESTABLISHED. �'`..•". _:, DETENTION BASIN BERMS OR OTHER SUCH SPECIAL .,,j?T Di,,� �.• /y_/°� PACTED CRUSHED$ROE SECTIONS,PLACE TRENCH BACIOiLL WmR MATERIALS Joint MITI 2.IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE 1V :1:';,��","F .'F' ■l`/. / SUBGRADE (MIN.lh S - S. TO THE SPECK SECTOR REWIRETAENTS BE.PACED AROUND THREE SIDES OF GRATE ILLY. •/,' Y'- r L USE METALLIC 1RACNC/WARNINC TAPE OVER ALL PIPES NoK; 3.CAME 1D BE PLACED OVER FILTER FABRIC V r 7 L }.FOR HOPE PPE DIMENSION IS 24 INCHES PLACE ONE HAY WAIF PER 4.BALES SHALL BE INSPECTED PERIODICALLY AND AFTER All v 1 sn Y ALONG HAY BALE BARRIER(100'O.G). STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE ~17 o1B PERFORMED PROMPTLY AS NEEDED. •''+ Hydrant Connection 6/J3 Utility Trench 6m Silt Fence/Hay Bale Barrier 6/0} Catch Basin Sediment Trap 6/J3 , Prcp E N-bb, N.T.S. Srur.c vHe LD�SC N.T.S. Scarce vNB Lo wO N.T.S. Sanx vNB .... iD�s N.T.S. Swrcr.VNB ._.__._ Lc 6TA 094 23.00 09423-OET04V Y' VIb ,o NW,t-LD 09423.00\Cad\Id Pi...eI CCC\O9423-DCT.tiv.' s,. PAVED AREA I LANDSCAPED AREA - 3 6 COMPACTED FINISH COMMON FILL tND v M. . . GRADE--\ °n"6 BBB STEEL I P T EE A6; Vanasse Hangen Brustlin,Inc. I '/Y ARu AND P053 y 6••TYPE srANOARb` (BADE'B•. Nvwr ( a- STOCK ROUND y 6• f TwICAL /�sTopc l TtmspoFtefion PAVEMENT -SUGnt RFACE TREATMENT . I I- MtNG ARM RLand SEcnoN�J vnR Es -r sIEEYED wsrs ' _ f "i EnvSTo�vDmentalnServices .:+ 101 Walnuts µwwa ear-• ,//t�' AaDCK f I a"MIN SANDY LOAN AND 1RCtr P.O.Box 9I51 COMPACIEO / PADIAp( AND6FlAIro9H 8 KLl's NON-CONTINgqUOU6i. %...- POSTED MULCH NMIURE WafC1tOWB,M8S98ClIn9E((g 02471 COMMON La0(DG AS6FdIBLY CONCRETERCUoRB —3"COMPOSTED.SHREDDED 6179241770•PAX 617 924 2286 FILL -FILTER FABRIC pAR PKWD MULCH OR S00 - CPEIE F00 ..._-... 7 PUNTED ISLAND LAN I.l NDte6: j 8 Q PERFORATED PPE I `{� CON 4WD VARIES) VAARI61DEft 1.BEEHIVE CATCH BASIN FRAME AND S �''� Q r \\-COMP CitD ORATE SMALL BE.SET IN NLL MORTAR IC •¢ (tly MAX.STONE) BED.ADJUST To GRADE VATH CLAY - :'A $ .. 2'-SHESHED D 3•DIA SEAMLESS STEEL.%PE SW1Vf1 'BRICK AND MORTAR(2 BRICK ly DIA CWRSES TPMALLY,5 BRICK .LL,.J\1\\\ POST ASTM AS3.TYPE"S•.GRADE COURSES MA%IMUN). �'� `\ "B•EXTRA STRONG WEIGHT(0.0.3r) , >. �.,Pq.. `24"wAiEcnovFNMFNT - 2.REFER TO CATCH BASIN WTH HOOD DETAIL FOR BEWW-GRADE - - o RIN ELEVATION STRUCTURE. 18 RPE DIA !B• NATURAL GROUND OR FINISH GRADE -.. __.. ...___ PERWa15 NATEPoN. MOTEECHNICAL ENGINEER 1. SHOP MINE PAINT EXPOSED SURFACES �•. FIELD PAINT EPDXY ENAMEL-YU10W. EXISTING SANDY SM 2.PROVIDE'MASTER"PADLOCK WITH 6 WORKING KEYS 3.3.000 PSI CONCRETE FOOTING (Modmtely Wea to Well Drained Soa8) - Beehive Catch Basin Frame and Grate Subsurface Recharge Trench 6iD, Emergency Gate(Double) 6y0, Vegetated Biotlltration Island Dr D N.T.S. Sburm vH8 N.T.S. _et N.T.S. In 4m N.T.S. sm�vWe t CCC COMMENTS M/14/06 SRC O. -by -by Cb.d.d by CM Mxx.E by P As Noted Dpe• Octob"26,2006 —*1 Rb. - Berkshire Development Iyannough Road Barnstable,Massachusetts Cape,Cod Commission Not Approved for Construction a 9 DD. Details A Da.IAD N„A,a. a OF - 9E bM1..l # 9 8 018 It pcl Numbn ,1�� 09423.00 d vim Vanasse Hangen Brastlin,Inc. TrenVormeon Land Development EErvaonmenW Services - 101 Welnut Street,P.O.Box 9151 - ss Watertown,Massachusetts 02471-9151 617 924 1770-FAX 617 924 2286 e Legend N/F ® DRAIN MANHOLE TOWN OF BARNSTABLE r53* E� y�? is 0 CATCH BASIN OO SEWER MANHOLE v/w."/ ® ELECTRIC MANHOLE c raL'" /` G+a / .^ +I ,a O TELEPHONE MANHOLE O MANHOLE . / f9:o•'` HHo HANDHOLE i/ NRpt�,,3 / Y9R \TUG - - OO WATER GATE APPROXIMATE ^ - d FIRE HYDRANT / 0 GAS GATE 'WETLAND PROTECTION —STREET SIGN OVERLAY DISTRCIT - # LIGHT POLE # UTILITY POLE GUY WIRE d GUY POLE /• :��/ / r l ��/1� EL=5,.99''z 1 :�j' }\1 4rrE.31.,s FIRST FLOOR ELEVATION e'c EOP MONITORING WELL . � g a—EDGE PCURB NT � CONCRETE�,¢y.' i yj 1 TTsrv�T • VERTICAL GRANITE CURB- . µ1+3i+/ /es-c E A*�" �.�• ��'s,.ss' ` o L` ,ya.ss - SLOPED GRANITE EDGE EITUMIINWS APEA s, BITUMINOUS BERM PARltiac . GUARD RAIL r' i BUSINESS ZONE(8) _ �•' v°- vo- ` ® -•—•—"-CHAIN LINK FENCE _ y _ _ _ _ BUSINESS ZONE B HIGHWAY BUSINESS ZONE HB - % A rA `' - - - - ( - (� - DRAINAGE LINE ( ) � $ HIGHWAY BUSINESS ZONE(HB -----SEWER LINE RE' IvARxslc AREA p�yE oxw- -OVERHEAD WIRE 3�E ...'1 - j'•- \ n53fi LOT 12 d1.2' r�LOT.1'3 "ESL S'�8' E 1��E —E T-TELEPHONE LINND ElECTRIC .- +fin ., 1 62,555 S.F. qr/ O - 6 -D - GAS LINE 47,792 S.F. O —w—WATER LINE STONEWALL CONCIZM (LCC LOT 10) s AR " TREEUNEE -�'.R '�' EEsia' -Imsz 100-FT BUFFER ZONE BWNO 6 f ~v� >�,�$ ® `•}- O —,mtu—100-FT RIVERFRONT AREA (FOUND) azaonARR n c°vW Asxs 'corF . RAl1RDA0�9IE IN — Derr'(' 1 Q 12'OAN 1 DAN zm'Pn-200-FT RIVEHFRONT AREA E¢vnnairtsaw , ,;e% 1 W`&•b5: eaLARDs .,-Pliit•, /. � M���-L1 MIT MEAN ANNUAL HIGH WATER wOmCD WrtX _ ,? �, li•NASAE AREA >r£,,, smocAo N/F _ eFi_I�LIMIT OF BANK E(NCE ;4 _ VEGETATED WEMND BOUNDARY e aalxcavEauNCY ;z1-mEE ASHWAMECH, INC. PAD ® ,�isliao'— _ MAP 311,LOT 14 BOOK 126O5 PAGE 188 ® �EL=$5 r6' .. 6F STAR CITY 0U\W\NG a z I •g�' GRILLN DONALSDS CORP 'O MAP 311,LOT 86 CERT.#105411 ct cam,., a \ , w.aa• . 11ORE -IYPPI ,46T ' y�\ . O?%' a55.n •} D ...rrnrurlr P;{lla R ,Estwr arsER f1A®LIanz T. ALES TMN' UP/89]/I TEN E�ETE91PIi • - - OAK•, ./iPAbs, EL-%.lei 3 NKE k=LMr n Nw Rawian Dc4 4a�G O.N9neC er Orom er Is oARq \' . ® za .sfi.M a53.90' CAD m«x.e 6r Aav ewa.ern«x.a er Genend Notes µ m > w'1K ba , xm. D.n _. AND Pn+ESz Q` Pmr / - 1-40' August 29,2005 .' 2'-IS',e,3R AN ` 0.00o utL11r STONE FOUND - Probe,n,b 1)THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD - Yuv,Iz 50 % .(Fa1N0) - SURVEY CONDUCTED BY VANASSE HANGEN BRUSTLIN,INC.IN JULY OF 2005 AND I� . 4�, AOyRS` w000'I ucE_ sa.NalT Berkshire Development FROM PLANS AND DEEDS OF RECORD. _ Y N 6011'OD" ,.: ` .'�. 60'7 09•W' ro MM 29&891 ss>]' 2)THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL ON- r nOpD u°'rs r'0°D r ,,_ O "doDD T EDawD 624-640 lyannough Road THE-GROUND INSTRUMENT SURVEY PERFORMED BY VANASSE HANGEN BRUSTLIN,INC. ' a 1' %Dz'2" ROUTE (Pueuc) 1321CWDNDiaEN)I 2.5,, 3)THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE sr 11'"on. - Dn Dn sz BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT Ba1T3stab)e,Massachusetts WARRANTED TO BE EXACTLY LOCATED NOR S R WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. '`---�. �' O, ..;R- 1Y-D.DNP 4)ELEVATIONS SHOWN ON THIS PLAN REFER TO THE NGVD OF 1929. HORIZONTAL DATUM IS BASED ON AN ASSUMED SYSTEM. ' �-44E 5)LOTS 12&13 LIE ENTIRELY WITHIN ZONE C(AREA OF MINIMAL FLOODING)AS SHOWN o,,nssIYC� R=SS65' R-75ON THE FLOOD INSURANCE RATE MAP FOR THE TOYWR OF BARNSTABIE,MASSACHUSEl1S POLE xoT BEN) AM4-559939z COMMUNITY PANEL NUMBER 250001 0005C,EFFECTIVE DATE AUGUST 19.1985. CHRISIMAS TREE STROP BED BATH h BEYOND Dro„e,9 ru. - • LOTS 12&13 LIE WITHIN THE HIGHWAY BUSINESS(HB ENTRANCE ENTRANCE )AND BUSINESS(B)ZONING � Existing Conditions DISTRICTS AS SHOWN ON THE ZONING DISTRICT MAP FOR THE TOWN OF BARNSTABLE MASSACHUSETTS. DIMENSIONAL REQUIREMENT FOR(HB)AND(8)ZONES AT THE Plan of Land 6)TIME OF THIS SURVEY ARE' (HB) (8) Record Owner , MINIMUM LOT AREA.............................................................40.000 S.F............................N/A MINIMUM FRONTAGE....:..................:...........................................2O FEET.................20 FEET LOT 12(LAND COURT MINIMUM FRONT YARD SETBACK..:........._..............................60 FEET...................20 FEET CHARLES N. i MINIMUM SIDE.YARD SETBACK:.................:.............................30 FEET...........................N/A CHARLEMAP S NO ROBINSONROBN .' MINIMUM REAR YARD SETBACK..............................................20 FEET...........................N/A ' ❑.ao9 MAXIMUM BUILDING HEIGHT.....................................................30 FEET...................30 FEET CERT.g113B44 1 w.u.We MAXIMUM BUILDING STORIES.................................---......_...............FE 2............................N/A LOT 1 `'MINIMUM LOT WIDTH................... ......N/A 3w9 � 101jNM � _ ..............................................160 FEET................ SIEVEN S.PIMIT BOOL 7)THE UTILITY INVERT ELEVATIONS ARE LISTED IN A CLOCKWISE DIRECTION WITH THE MAP 311,LOT 13 00.Df1l9 OUTLET INVERT LISTED LAST. BOOK 5490,PAGE 97 - .:�40 0 40 80 ' SCALE IN FEET P,vjaa wmee -. 99423 .. - \\vhb\proj\Wot-1-D\09423.00\cad\sr\P1unset\09423-17.dwg Mb- o Wot-LO 09423.00 ced IO Plonsel CCC\S;le-Ji htin 09423-SL-I.dw - " 0 0 o b o o : MB o m e e e b e e m e Vanasse Hangen Brustlln,Inc. ca o• cP b o b b b b b b b o b b o b o b o o e e b e b b b e Land De I pmedt - -0 Fauvim mental Services r- .� .- o b o e � • o° /--DOUBLE LUMINAIRF.FIXTURE 101 Walnut Shut,P.O.Box 9151 e N L (AS PER PI AN) Watertown,Massacbmens 02471 . a c s a e ro - .- .- .. o e o `— _ 617 924 1770 P FAX 617 924 2286 r • _��' 7�AS GLE LUM[Np:RE FIXI URE f. PER PLAN) ENGINEERING ADVANTAGE,INC. • P P m o ARK STREEDAS PCR PLAM E FIXTukEPHONE-(6 7) AC8U3969S02122 FAX %17)5U25-8922 dr e• • PLE LUMiNA:R o m t ° ANCHOR BOLLS FURNISHED BY _ _ ii� I iME ELECTRICpI CONTR.& `" 1 T E ❑ R' �'� o � a' �'U� � N° '-'P � NS ALLED BY GEN RAL C IN . _—�a� ry U�+' .,W-=..P ° yp „p a• a^ W n° >R � � - 1F � N....� .. MFE ^I'CHA R AROUND BASE ....BITUMINOUS PAVING _ WISHED GRADE a b _ m ✓ W uP uP _sR W ee W M_ _ - o oY T^Vr swl b,1A'II!II, NUIES- ^-____.me..a__-... wa•• w1 u-P J.r wvaP..__.`%.I'mywaP w I:.r,- Wm' _vy_wmp, _'wNcp ._�4WP emp w=i'p :'f• - '_�__.-_w.��v.• I s .�., M2 IV)� T IA TOP OF II R-6 BARS - SIZE- FUU'I FOR I _D, CD BASES TO BE VERIFIED3'MIN. BY GE TE,HEVG 5LOW GROUNDCONDUITS BY ELECTRICAL CONTR.a _D..._.p� . - ... . _ TCP TO B OTTOM .". .. TY > b LIGHTING POLE BASE DETAIL b b o° o F I NOT TO SCALE L A� ?v I . LJUTES o I 1.I PJG FIXTURES SHALL BE PROVIDED AS SPECIEUCH OR OR APIROVROV EO EOUAL r i PROPOSED 2:ALL FIXTURES SHALL 3E SUPPLIED WITH 12 INC4:ARMS.OR _ RETAIL ROUND PO_ES o a I W ^ U vb N ,y R X IP1 L ALL F_7LES SHALL BE kRTPN SGI: 17-N-BRZ.l7 FOOT RCUND e .. P° oFe ip 3.TA?ERD STEEL 411H TENON. 4.ALL I LAMPS SHALL BE PHILIPS,GE &SYLVANiA.o 5.ALL WORK SHALL 3E;NSTALLCD IN A NEAT WORKMANLIKE f '>I MANNER AAD SHALL COMPLY WITH STATE AVD_OCAL COCES. b M m u 6.NOT USEL I I 7.AT EACH PYLON SIGN FURNISH WP JUNCTION BOX AND CONNECT SIGN. .___.. I. SITE LIGHTING SCHEDULE o N w m u/P�,'c ALL EOJIP?MENT tU HL LSI IN➢US'IRILS. A P/l t1 ` JI I a - _4 ) 46'EF,L FEwIAON PE �0/36/O6 o - a m - I`JpJiJ•'� ` `` _ -- TYPE A TYPE C TYPE J TYPE F NO 9iE L�'raut `, LP' (,P W nP '� '� :� CEnEFnL gEwS Cu PER O6/�2/OB ADAPTER BKA-RNM-TN120-L_R BKA-RNM-DI80-CLR BKA-RN.M-090-CLRf. xEe 9n:urouT N7.FI%TURFS Dale PER POLE 3 a 120' 2 e IBO' l?'0 WALL M]UN� paq�•e by ypp d°.n nY u,L. asw°e by L.Ap� e o - ry v u e, W D J •'b - FIXTJRE CA' 3 GFM 5-250-PSMV4 2-GFM-FP-250 1-GFM-3-250 CHWc__1_175MH-F ° ee by o a ` o ^ m P f NUMBER K:-BRZ-NO PSMV-F-MT-BRZ-NO PSMV-F-MT-BRZ NT-BRZ �d m by in mn Itu� Ne I� u' w a a ry L %�� N Ft%rI:RE nisi. 1"=30r P"June 23,2006 TYPE TYPE 5 FORWARD THROW GFM-3-HSS TYPE 3 TYPE 3 LAMP 3-MS 250/BU/PS I-MS 250/BU/PS 1-MS 250/BU/PS I-MS 175/C/D Berkshire Development ROTATE ❑�1TOS �, •' f„p / ry ry a MOMw/HOUSE SIGE HOUSE SIDE SHIEL➢ 18' AEG in SHIELD tyannough Road Barnstable,Massachusetts b b I b I :9 Cape Cod Commission bW b b o b o b b b b a b b b b o ry ti c. `b` "'.:;b`o e e e Not Approved for Construction Site Lighting Plan totlsticul Arco Sunmar b g e b o b e e o b o b 1i• b b o 0 0 0 0 o o LA Sbel JAvg IN.. IMln Avg/Mln Mox/Mn o b o 0 o b o. b e e e e o e e o o ,� e o o `` LuMlnolre Schedule MAIN LOT SUMMARY 4.36 66 l.7 2.56 3.BB �sw ynbol oty Lobe Arrongenent Lunens LLF Oescrtptlon _ 6 A 3 E leU➢EGRESS 23000 0.75➢ GFM 5 250 MHR F 17'POLE 3'BASE ' 0 o e o b b b b b a b b o o xnu•o� 2 L 1 RDIAiE02 HOIM IN 9 50 MHR MISS IT P BASE w°"My N,m uy-7emH 7 D SMGLE 23000 0.750 GFM-3-250-MHR--HSS 17'POLE 3'BASE o o e o 0 0 o 0 0 F SM LE' 12800 ­ 10.750 JCHWS 3 175 MH MT F 1 M.H. . bee 5L-1 6­ .f o9ay.ao S