Loading...
HomeMy Public PortalAboutPlanning Board Packet 04/10/240 ,1 m E T; CO= `_ C• O 19,190 AckEIfwIS7 0 4.4Z Planning Board Amanda Bebrin, Chair Alexander Wentworth Vice Chair Robert Michaels Clerk Charlotte Degen Madalyn Hillis -Dineen Antone Freitas Elizabeth Taylor Town Planner Jonathon Idman Senior Department Assistant Lynn St. Cyr Town of Brewster Planning Board 2198 Main St., Brewster, MA 02631 brewplan@brewster-ma.gov (508) 896-3701 x1133 MEETING AGENDA 2198 Main Street April 10, 2024 at 6:30 PM This meeting will be conducted in person at the time and location identified above. This means that at least a quorum of the members of the public body will attend the meeting in person and members of the public are welcome to attend in person as well. As a courtesy only, access to the meeting is also being provided via remote means in accordance with applicable law. Please note that while an option for remote attendance and/or participation is being provided as a courtesy to the public, the meeting/hearing will not be suspended or terminated if technological problems interrupt the virtual broadcast or affect remote attendance or participation, unless otherwise required by law. Members of the public with particular interest in any specific item on this agenda, which includes an applicant and its representatives, should make plans for in -person vs. virtual attendance accordingly. Members of the public who wish to access the meeting may do so in the following manner: Phone: Call (312) 626-6799 or (301) 715-8592. Webinar ID: 841 0778 1002. Passcode: 612505. To request to speak: Press *9 and wait to be recognized. Zoom Webinar: https://us02web.zoom.us/i/84107781002?pwd=VTVSV1ExaUNCL253NmNZV21Gdmo4dz09 Passcode: 612505. To request to speak: Tap Zoom "Raise Hand", then wait to be recognized. When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broadcast (Brewster Government TV Channel 18), Livestream (livestream.brewster-ma.gov), or Video recording (tv.brewster-ma.gov). The Planning Board packet can be found on the Calendar on the Town of Brewster website (www.brewster- ma.gov). Please note that the Planning Board may take official action, including votes, on any item on this agenda. 1. Call to Order. 2. Declaration of a Quorum. 3. Meeting Participation Statement. 4. Recording Statement. As required by the Open Meeting Law we are informing you that the Town will be video and audio taping as well as broadcasting this public meeting. In addition, if anyone else intends to either video or audio tape this meeting they are required to inform the Chair. 5. Public Announcements and Comment. Members of the public may address the Planning Board on matters not on the meeting's agenda for a maximum of 3-5 minutes at the Chair's discretion. The Planning Board will not reply to statements made or answer questions raised during public comment but may add items presented to a future agenda. PUBLIC HEARINGS: 6. Special Permit and Site Plan Review Case No. 2024-04: Applicant/Owner: The Free Sea Turtle, LLC, Paul Wallace, Manager, has applied for Site Plan Review under Brewster Zoning Bylaw Article XII for a new commercial development on an undeveloped lot, and a Special Permit under Brewster Zoning Bylaw Section 179-51 for uses including building and construction trade shop or garage and a full -service restaurant, at 162 Underpass Road (Tax Map 77 Parcel 9), located within the Commercial High Density (CH) Zoning District. The Planning Board will consider and potentially vote whether to grant the Special Permit and Site Plan Approval. Planning Board Amanda Bebrin, Chair Alexander Wentworth Vice Chair Robert Michaels Clerk Charlotte Degen Madalyn Hillis -Dineen Antone Freitas Elizabeth Taylor Town Planner Jonathon Idman Senior Department Assistant Lynn St. Cyr 7. Special Permit and Site Plan Review Case No. 2024-05: Applicant/Owner: 162 Underpass LLC, Charles Whitcomb III, Manager, has applied for Site Plan Review under Brewster Zoning Bylaw Article XII for a new commercial development on an undeveloped lot, and a Special Permit under Brewster Zoning Bylaw Section 179-51 for uses including building and construction trade shop or garage and (1) accessory commercial dwelling unit, at Underpass Road (Tax Map 77 Parcel 10 and 60), located within the Commercial High Density (CH) Zoning District. The Planning Board will consider and potentially vote whether to grant the Special Permit and Site Plan Approval. 8. Approval of Meeting Minutes: March 27, 2024. 9. Committee Reports. 10. For Your Information. 11. Matters Not Reasonably Anticipated by the Chair. 12. Next Meetings: April 24, 2024 and May 8, 2024. 13. Adjournment. Date Posted: 04/03/24 Date Revised: Received by Town Clerk: SPECIAL PERMIT AND SITE PLAN REVIEW CASE NO. 2024-04 APPLICANT/OWNER: THE FREE SEA TURTLE, LLC PAUL WALLACE, MANAGER PROPERTY: 162 UNDERPASS ROAD (MAP 77 PARCEL 9) AND SPECIAL PERMIT AND SITE PLAN REVIEW CASE NO. 2024-05 APPLICANT/OWNER: 162 UNDERPASS LLC CHARLES WHITCOMB III, MANAGER PROPERTY: 0 UNDERPASS ROAD (MAP 77 PARCEL 10&60) CASE NO. 2024-04 AND CASE NO. 2024-05 DOCUMENTS FOR BOTH APPLICATIONS J.M. O'REILLY & ASSOCIATES, INC. 2 PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES Site Development • Property Line • Subdivision • Sanitary • Land Court • Environmental Permitting February 1, 2024 JMO-6125A Revised March 29, 2024 Brewster Planning Board 2198 Main Street Brewster, MA 02631 RE: Site Plan Review and Special Permit Application The Free Sea Turtle LLC — Lot 1, 162 Underpass Road, Assessor Map 77, Parcel 9 162 Underpass LLC - Lots 2-3, 0 Underpass Road, Assessor Map 77, Parcel 10 & 60 Dear Board Members, On behalf of our clients, The Free Sea Turtle, LLC and 162 Underpass LLC, J.M O'REILLY & ASSOCIATES, INC. is submitting the two applications for a Site Plan Review with Special Permit for the proposed construction of commercial buildings on the two separate properties as referenced above. In conjunction with the Site Plan and Special Permit applications we are submitting separate Stormwater Permit Applications, for each parcel for the proposed drainage improvements. The enclosed plan set includes a Site Plan showing both parcels (Lot 1 and Lot 2-3) along with the details and notes. The site plan addresses the zoning, parking, grading, fire access and drainage of both parcels. The plan set also includes separate DRAFT sewage system plans for each property. The owners have worked with Phillip Cheney, Landscape Architect, for the landscape plans for both parcels, which are also enclosed. Lastly, we have enclosed an emergency swept path plan showing the appropriate vehicle turnaround within the property. The following narrative should be used to outline the proposed projects. HISTORY AND EXISTING CONDITIONS — BOTH PARCELS: The parcels involved are currently vacant. The previous single-family dwelling on what is now Lot 1 has been removed. Over the past year and a half, the two LLCs have worked with the Brewster Conservation Commission and Town of Brewster Planning Department to begin the development of the former 162 Underpass Road site. The former 162 Underpass Road parcel was subject to an Order of Conditions (SE 9-1920) to allow the site cleanup of the former contractor's yard (Peter's Excavating). The Order of Conditions delineated a limit of future disturbance to 55 feet from the wetland resource. The 55 -foot setback allowed for the site cleanup to occur while protecting the resource areas. 1573 MAIN STREET, P.O. Box 1773, BREWSTER, NIA 02631 • PHONE: (5o8) 896-6601 • FAX: (508) 896-6602 WWW.JMOREILLYASSOC.COM 2 In the process of the site cleanup, the required excavation expanded beyond the original scope of the Order of Conditions. As a result of the existing site conditions, both LLCs sought and obtained an Amended Order of Conditions (AOOC SE 9-1920), Spring 2023. Along with the Amended Order of Conditions, the owners sought and obtained a stormwater permit which in turn along with the AOOC allowed for the additional clearing and excavation as needed. The stormwater permit was limited to site grading and excavating as the required disturbed areas exceeded the limitations outlined in the Stormwater Regulations permit thresholds. The Commission granted the Stormwater Permit to allow the site cleanup to continue and be completed, (SWMC2023-01). The clean-up of the site is just about complete and now the owners are looking to begin the development of both parcels. This past Fall Lot 2-3 (162 Underpass LLC) sought and obtained an Order of Conditions to construct the proposed commercial bay building with a two (2) bedroom apartment. Brewster Project Number OOC SE 9-1962 for the Commission's approval. NARRATIVE & PROJECT DESCRIPTION: As an aid to the Board's review, we offer the following points of information for your consideration: Wetland Resources: Please refer to the Orders of Conditions (OOC SE 9-1962) for the wetland resource information. The Lot 2-3 site borders on a Bordering Vegetated Wetland (BVW), to the north. Please refer to the Site Plan for the location of the flagging and edge of wetland resources. Massachusetts Endangered Species Program: • The parcel is not within a mapped area for endangered species as defined under the Natural Heritage Program. Zoning: District: • The parcels fall within the zoning district of the Commercial High -Density District (CH). Use: The project includes the following uses under the Town of Brewster Table 1 Use Regulations. • Lot 1-162 Underpass Road o Commercial Uses ■ Use item #3, Antique shop, art gallery. (Permitted use). Use item #9, Business offices and services (Permitted use). ■ Use item #21, Gift shop. (Permitted use). ■ Use item #28, Personal service establishment. (Permitted use). ■ Use item #31, Repair services. (Permitted use). ■ Use item #33, Restaurant — Full Service and lounge. (Special Permit) ■ Use item #35, Retail store. (Permitted Use). ■ Use item #36, Row Commercial. (Permitted use). Lot 1 —The Sea Turtle LLC Lot 2-3 —162 Underpass LLC Site Plan & Special Permit Narrative JMO-6125A Underpass Road Brewster, MA REVISED 3-29-2024 3 • Lot 2-3 — 0 Underpass Road o Wholesale, manufacturing and industrial uses: ■ Use item #1, Building and construction trades shop or garage. (Special Permit). o Commercial Uses: ■ Use item #40, Storage of materials for a business, including but not limited to pipes, mulch, small or heavy equipment. (Permitted use). ■ Use item #41, Storage of more than 2 commercial vehicles. (Permitted use). o Residential Uses: ■ Use item #11, One -family security dwelling. (Permitted use). Dimensional Requirements: Lot 1-162 Underpass Road • Area o Lot Area — 40,000 sf is required (44,200 sf provided - for Row Commercial) • Frontage O 150 feet of frontage is required (170.00 feet provided) • Setbacks o Front 30 feet is required (49.8 feet provided) o Side 20 feet is required (21 feet provided to the south) o Rear 20 feet is required (152 feet provided) • Coverage: o 40% Maximum Building Coverage is required (9.1 % provided) Lot 2-3 — 0 Underpass Road • Area o Lot Area —40,000 sf is required (64,989 sf provided) • Frontage O 150 feet of frontage is required (160.00 feet provided) • Setbacks o Front 30 feet is required (69.9 feet provided) o Side 20 feet is required (48.1 feet provided to the south) o Rear 20 feet is required (54.2 feet provided) • Coverage: o 40% Maximum Building Coverage is required (8.3 % provided) Proposed Project Description — Lot 1; 162 Underpass Road: The project is to construct one commercial building. The building will be metal framed building type with concrete slab foundation. The metal building will be finished like the other metal buildings along Underpass Road but will incorporate wooden siding to enhance the aesthetic of the building. The metal siding will be dark grey. The building has been located and designed to accommodate the topography of Lot 1 —The Sea Turtle LLC Lot 2-3 —162 Underpass LLC Site Plan & Special Permit Narrative 1M0 -6125A Underpass Road Brewster, MA REVISED 3-29-2024 4 the parcel, which slopes from the south down to the north on the parcel. The northside entry level of the building is the foundation slab and could be considered a walkout style foundation. The building has two floors. The top floor has three commercial units while the first floor has a restaurant with access out onto a patio. As the building tenants are currently unknown, the applicant has provided a number of uses that may reside in these units. Proposed Project— Lot 2-3; 0 Underpass Road: The project is to construct one commercial building with an attached security dwelling. The building will be a typical contractor bay building with a total of five (5) 50' x 20' Bays. Each Bay will have a large commercial garage door along with a front entry door and a rear egress door. The residential unit will contain 2 bedrooms and will be finished in a similar manner to the larger commercial portion. The entire building will be metal framed building types with a concrete slab foundation. The metal building will be finished like the other metal buildings along Underpass Road. Associated with Lot 2-3 is a rear portion of the parcel which will be used in conjunction with the building trades within the proposed commercial building. The activities in the rear of the parcel will be material storage, equipment storage and a large drainage facility which serves both parcels. The rear portion of the parcel will also contain a total of six (6) vehicle spaces including the two rear access points for the rear building for Lot 1. The rear portion of the parcel will be finished with gravel. NOTE: As part of the project, Lots 2 and 3 as shown on a previous Approval Not Required Plan will be combined by preparing an 81X to expunge the common line between the town parcels. The 81X plan will be completed and recorded prior to submission of a building permit, or as directed by the Planning Board. Proposed Improvement Common to Each Application: In addition to the two buildings the project includes a paved parking area, associated drainage facilities, sewage system and utilities. The proposed parking area and the drainage facility are being designed to accommodate both proposed uses on the two lots. The owners of each parcel will provide each other with the necessary easements for both parking and drainage improvements. Copies of the executed easements will be provided to the town upon the application for the building permit. Access Drive: • The proposed curb cut is being shifted to the south from the existing curb cut on Underpass Road. The shift in the location of access provides improved vehicle sight distances to both the south and north along Underpass. Please refer to the enclosed Traffic Report by VHB. Parking: • The proposed parking area will be paved and contain a total of 49 parking spaces. Included with the 49 spaces will be 3 handicapped van accessible spaces. The HP space for lot 2-3 will be adjacent to the building on the east side. The two HP spaces for Lot 1 will be located on the south side of the parking area adjacent to the restaurant building. Lot 1 —The Sea Turtle LLC Lot 2-3 —162 Underpass LLC Site Plan & Special Permit Narrative JMO-6125A Underpass Road Brewster, MA REVISED 3-29-2024 5 The rear gravel area is also proposed to contain six (6) spaces. These spaces will be designated for employees from either lot. The parking coordination will be coordinated between the two owners. Bicycles: • The project for Lot 1 calls for a bike rack adjacent to the buildings on the proposed patio. This bike rack will serve both properties. Lighting: • The proposal calls for wall sconces at all entry doors. The sconces will also serve as lighting for the patio area. • The proposal calls for overhead light fixtures for the garage bays. • The paved parking area will be illuminated with two (2) sets of double fixture light mounted on a 15' pole. Refer to cut sheets. • All lighting will be 'Dark -Sky' compliant. Trash: • Trash enclosure is proposed on the rear of Lot 2-3. • The trash area will consist of a concrete pad for the dumpsters and enclosed within a 6 -foot - high stockade fence and gate. • The trash pad area has been sized for two large (8'x8') dumpsters, which will be shared by both properties. Drainage: • Site drainage is proposed to be controlled by a series of deep sump catch basins, a Bio- retention swale, an oil/grit separator and a large subsurface leaching facility. • The stormwater facility is sized to address the 25 -year storm. • The drainage facility also results in the reduction of stormwater flow for the pre versus the post construction for the 100 -year storm event. • The drainage facility is designed to the MA Stormwater Handbook and the Town of Brewster Stormwater Regulations. • The roof areas of all buildings are also being controlled by the same drainage facility as the parking areas. • Both projects require a Major Stormwater Permit from the Planning Board. Landscaping: • As part of the application, we have enclosed landscape plans for both projects. The plans were prepared by Philip Cheney, Landscape Architect. • The plan calls for the placement of eight (8) shade trees for the 49 -space paved parking area. Six of the trees are proposed within the center landscape island with two additional trees along the roadway. The landscape plan is further enhanced with shrubs and grasses. • The rear of lot 2-3, adjacent to the Town of Brewster property (Eddy School) will be planted with a row of evergreen trees such as Leland cypress or a green giant type species. • The remaining disturbed areas shall be loamed and seeded with a drought tolerant grass seed mix. Sewage Disposal System: Lot 1 —The Sea Turtle LLC Lot 2-3 —162 Underpass LLC Site Plan & Special Permit Narrative JMO-6125A Underpass Road Brewster, MA REVISED 3-29-2024 6 • Each lot will be served by a separate sewage system. Each of the proposed systems is fully compliant with both the State Sanitary Code (Title 5) and the Local Board of Health requirements. • The sewage system for Lot 1 does include a wastewater treatment unit which is intended to address the reduction of the BOD, TSS, oil/grease and Nitrogen to facilitate the longer life of the leaching facility. • The sewage system for Lot 1 will require a review by the Board of Health due to the Alternative treatment component of the system. • All commercial bay units, with vehicle access, will be equipped with floor drains which will be connected to a tight tank (IWHT). Water: • The proposed building will be served by municipal water. • The project proposes a 6 -inch water main into the parcel which will feed the buildings with domestic water service, fire suppression service (if required) and provide the capacity to install a single fire hydrant as requested by the Fire Chief. There are two additional fire hydrants within 500' of the proposed development. One on Underpass Road and one at the end of Sara Ann Lane. PROJECT COMPLIANCE/WAIVER OUTLINE: Site Plan Approval: A. Transportation: a. Additional traffic Anticipate: No significant increase in traffic anticipated. b. Level of Service: No changes in Level of Service are anticipated. c. The access curb -cuts are proposed to be shifted to the south to improve site distances to and from the lots. i. REFER TO THE TRANSPORTATION MEMORANDUM AS PREPARED BY VHB. B. Trip Reduction: a. The proposal for Lot 1 does provide a bike rack. b. The proposal for Lot 1 includes sidewalks out to Underpass Road and a new sidewalk along the western side of the roadway which will lead to a potential crosswalk just south of the parcel. Refer to Site Plan and VHB Memorandum. The intention of the crosswalk and sidewalks is to allow bike and pedestrian access to the commercial spaces proposed. i. The proposal for Lot 2-3 does not include any trip reduction given the nature of the use. C. Access Standards: a. Curb cut: The existing curb cut is being abandoned and the new curb cut is proposed just south of the existing. b. Multiple Driveways: Not Applicable c. Curb cut permit from MASSDOT: Not Applicable d. Pedestrian and bicycle access and site circulation: Refer to trip reduction notes. e. Traffic Study: Refer to Traffic memorandum as prepared by VHB. Lot 1 —The Sea Turtle LLC JMO-6125A Lot 2-3 —162 Underpass LLC Underpass Road Site Plan & Special Permit Narrative Brewster, MA REVISED 3-29-2024 7 D. Parking Design: a. Requesting a parking waiver: Possible waiver for required parking spaces. i. The parking demand will vary due to the nature of the uses proposed for both properties. 1. The employees for the contractor bays will typically come to the property in the morning, leave for the day and return in the late afternoon. 2. The office/retail uses (potential) will primarily use the parking area during the daytime, with lighter traffic in the evening. 3. The restaurant use will be the largest user of the parking area. The anticipated busiest time for the restaurant will be late afternoon and into the evening. ii. Both applicants feel the 55 spaces proposed will be sufficient for the use of the properties. The spaces and their dedicated availability will need to be coordinated between the two owners. After discussion with the Board, and if necessary, the Applicants will seek a waiver from the strict parking spaces required, as shown on the plan view. E. Landscape, Design and Appearance: a. The parcel will be landscaped to be in keeping with the surrounding buildings. b. The project may need a waiver from the southern abutters. The project does not propose any landscaping to the south of the building on Lot 1 due to the easement from Underpass Road to the Town property. F. Environmental Protection Requirements: a. Stormwater is being controlled on site. b. The pre versus post stormwater discharges are compliant with the MA Stormwater Handbook and the Town of Brewster Stormwater Bylaw. c. The sewage system for Lot 1 does include an IA component to address the wastewater. G. Plants and Animals: a. The project is not within a mapped priority and estimated habitat area. H. Lighting: a. See above. I. Noise: a. Excessive Noise is not anticipated for the proposed use. Special Permit Approval: 1. The proposed uses are in keeping with the Brewster Comprehensive Plan. 2. The proposed structures are like the types of commercial buildings along Underpass Road. 3. The sites are more than suitable for the intended use. The uses are in keeping with properties and uses within the area. 4. The project has been designed to provide emergency access to the site. The proposed parking area has been designed to accommodate the emergency vehicles of the town, as requested. 5. Underpass Road is adequate for the type of use proposed. Refer to VHB Memo. 6. Project proposes sufficient parking and loading areas for the intended use. 7. The proposed building will be screened from the abutter to the west (Town). Lot 1 —The Sea Turtle LLC Lot 2-3 —162 Underpass LLC Site Plan & Special Permit Narrative J MO -6125A Underpass Road Brewster, MA REVISED 3-29-2024 8 8. The site will provide suitable disposal of wastewater. Town water is readily available along Underpass Road. The proposed grading and drainage facilities provide suitable means to manage stormwater from the proposed project. 9. All the applicable utilities exist along Underpass. 10. The proposed uses will not degrade the groundwater or coastal water quality. 11. The project does not fall within a mapped priority and estimated species habitat. 12. The proposed uses do comply with the Zoning Bylaw requirements. We hope this narrative provides guidance to the Board in their review of the Applications. We look forward to meeting with you on April 10, 2024, to discuss the project and to answer any questions the Board may have. In the meantime, if you need any additional information, please contact my office directly. Very truly yours, J.M. O'REILLY & ASSOCIATES, INC. John O'Reilly, P.E., P.L.S. Principal CC: The Free Sea Turtle LLC (c/o Paul Wallace) 162 Underpass LLC (c/o Charles Whitcomb) Lot 1 —The Sea Turtle LLC Lot 2-3 —162 Underpass LLC Site Plan & Special Permit Narrative JMO-6125A Underpass Road Brewster, MA REVISED 3-29-2024 RT.6A BREWSTER, MA ZONING TABLE: LOT 1 ZONING DISTRICT: C -H BUILDING SETBACKS: REMAKE MIAOW YARD: 3G: PROPOSEDFRUM YARD: 49.9 EEO FEQIIIREDSIDEYARD: 201 PROPOSED SIMYARD: 21 A FEET RECRIIRED REAR TARO: 10; PROPOSE0 REAR YARD: 1 S2A FEET BUILDING COVERAGE. PRC4011 D RIRMAING AREA MOM' BINDING •4.0203F IUKWDES WgPAT LOT 1. UPLAIiDABEA: M 20.15E PROPOSED NAIDOK, COVERAGE' 91020/ 442001x 100%• 91 Sts AVERAGE GRADE & BUILDING HEIGHT: AVERAGE GRADE: EDSTBIIFIORIH GRADES: (MD, 700)/2= 6311 W3TI11GSO 12TH GRADES: (710 t 71 SY/ 2 •712 AVERAGE GRADE: (NSA. 71.11/2=6611 MA3MUM BIB IMIZ RIDGE. 661+ 3011E1=911i 130115:0 RIDGE 600 1AB1434016141D1.GHE4:1/11=2451 9451=9811 NOTES: PARKING REQUIREMENTS' LOT 1 ZONING TABLE: LOT 2 ZONING DISTRICT' C H BUILDING SETBACKS' MOUPYPERMIT TARD: 30, PROPOSED EREXNT YARD: 760 FEET MOLIMEDSIDE YARD. 20; PROPOSED -MN YARD: 490 FEET PEOu1RE D REAR YARD: 20: PROPOSED AFAR YARD' 510 FELT BUILDING COVERAGE: PN)POSED 52LdNG AREA: ANNA sF LOT 2 2PIAIIDAREIN 3927951 PROPOSEDBUIIENIGCDYEPAGE• IMOD /405791 Y 100%.12 3 NI AVERAGE GRADE & BUILDING HEIGHT' RWRAGE GRADE: EASTBIG GRADES: EDSTINGSOU1HSOUTH GRADES' AVERAGE GRADE: (ME SSW 2.212 69D, 5351/2.517 (562.5871/2 5151 M43MUM 62101216 RIDGE S45.SOFE ET•865 1100463 RIDGE• MISUSE EUE 25 MEDH1114351.8B RESTAURANT 755EATSA1 SPACEPER4 SEATS r1• SPACES FOR slur Di STAFF/•215PACE5 OIF EIHEWI/SIU010: 2392Sy25001133342CE • 115PAEES 103114 PAIRING SAXES REQUIRED 38 SPACES PARKING REQUIREMENTS: LOT 2-3 COMMERCIAL EATS ] SAKE PEREMPIOYEE: 2 EMPLOYEES BAPS. 10 SPACES AMR55E110 1 SP rE PERHFDROOM: 2 6EDNOOMS=2 SPACES TOTAL AIRTI NGSRICES REOUME0: 12 SPICES 10564513[:5 REEI2REOEOR305H PROPERTIES PER POLICY=SOSPACES WITH 3 NP SPACES REQUIRED PARKING PROVIDED: ATOIALOF 55 SPACES PROVIDED INCLUDING 1 HP SPACES LIGHTING: BUILDING HEIGHT SI W LL BE CONFIRMED 13331032161119 PERMIT APPUCAT1011 WIMRIG LIGHTING: GARAGE 8234: ONE U} KAM535 FIXTURE CENTEREDONERGAPAGE 523 5003 (4 FD(TURE5) SCARY 6001: ONE 11} 034A51011Xr011EADLACE NT TO THE EACH ENTRY 0000.07010 13101/555 4 SITE °GHEING: HWANG PAEAN TWOSETS1TP DAN: SILT MTIUREs,TPAILIDPrtsPERsT6 MOWN DON 151007 LIGHT FOES LANDSCAPE: PROPOSEDLP/IDSCAPE MLR BEMPEEPIIIG WITH THE SURROUNDING AREA5. SEE LA1105CAPE PLAN INDUSTRIAL WASTEWATER HOLDING TANK. IF THE BATSARE 10 DEACOSSIDIE BY VEHICLE. FLOOROMINS V/1LI BE REQUIRED IN EACH RAY EACH BOOR DRAIN YRLL IFEEDIOeE COMM/E0T0 AN INDUS, KM WASTEWATER HD1DNG MILE. Wong Un' of YA7141Y1e: MAWR fine a. e1NbNM1ed 1334, SE 91320. 'TOM umir INCLUDES A ROW OF STPAM, WATTLES TO REMMI1AN0 DE MOREAs NEE 04 PROPOSED PERIMETER 0124111DR THE ROOF RUITCOAIIDGIRICR SYSTEM. SEE 1101 YIElWJDDE WIERTION BY ROIL SHFA DF INDEPENDENT ErmPONMEr1 AL4A16U2AILY3 PLYMOUTH MA FMCSAI TO AM.ASIOCk1EO ON 12-14 2021 DMA HOLL IND 350200EDBULK 161101CAPE B COIATIUCOON MATERNA 510RAGE,. TRREEI51-2G:13'3125 PROPOSEDd'T2}2' &103340 1 TDPWTIDIE THE MATERIAL BINS ANOINTGRAYELAREA TOP OF WALL :12'00.01 PROPOSEDMOVGRIT SIPERATORAS MFO M SIDNEY PRECAST. MUD1 OG1TE2MM, PR0POSEDNM EL•SB.2 VAEF OVERT EV-54.5 OURTT IM'ERT (1.54.53 PROPOOIDTVIO N) SCUD 1/ 700 GALL0• CATCH BASHES WNH ANOIUOMT SEMRAI E N TO SE ME GRAVEL MEP 0001 BASIII NM EL•WJ OUTLET RNERE EL.56A 'WPDSE D 7Y 414' K 6' IEACHI :o GAMEYFOR STORMWAIE R DISPOSAL PAWDSEDEW MEIN STORAGE PROPOSE DTRASH CDIIlAINEI YAIHINfSIOCF ADE FENCE PROPOSED BOVIDER WALL WAN SLOPED AT IS TO TOP OF WANE,=TIA3 (11,MIEST) TOP 0E ?MIL EA=66.011E00ESTI GRADE AT BOTTOM OF WALL E M61.02 LOT 4 °`17.,! 91T1I3. NIOPOSFD INCHAD1 PIPE FRO, 111E NOMLDADERS 10 THE FAOPOSF5DRA1IdAGE MAMXOIF SIDPE TO BE 114 MIN. Bolderinl Veg.1i4d Wn6nd 7 - AL I FILM+1';n.riMIL TO OVEN°SRO 24f10P1 G I. Erna n L,1av, Ie. Pm3osed 12(05F Mai®Nox PAMNAN PREVIOUSO'APPROVEDDT THE COMMGS1011 U110ER5E 91920. REFER TD CHEr1EY 3 5 3 103154133110 43212113 MANFIC650I4OF THE PLANTRIGAAEA Botdetilg Vetnexd 9249.3 ._. . LOT 2.3 RAREC-646$n60111/r /7) Total Area = 54,985 513 '\ Wetland Arta = 306 531 PE1r2`. ID REINNINGWAIL- 7W W WALL EL•11AE 110 11.02.51 PROPOSED STARS 141101, 1 LOT 1 AIL PROPOSE01' Y00E NOWAY PROPOSED EMATTO SECOIIDFIOORUNITS AL 11 ( Oo,30'4n332311ated W IGrd IMPOIL I, MAP 7 FI Are0.41,20DSE3 BENCHMARK, Two'[amnia FxDhng Culvert NB: IAL voided Vegetated Vh IPnd AL ( I y ( AIL n v: V 02,0(10 GA21.011 RIDVSTRW Tr,+1' 1.111 FOR FLOOR DRAIM WImNI . +..',. EROA14,IAY AMA PROPOSE° ERIE NSION OF THE WDRKUMR UNE,SEE DETAR PROPOSED UNDERDROUIID1mLmES .000,1 UIIUIT POLL TO BUILNNG • 0 11.1010100rYRTH SINI61 1216CH r�*+N;a I DRAMS, RIM EL SE.3 Paved Woven. PROPOSED 6' DL4WATER NINN WITH O/F (14111YOPAM PROPOSED SION 01068322(2HOPC61111400GALLOIT 810133RTH 12' DIAOUTIET NPE WRH HOOD NM E L.59.k 01151.1113.56.5 D 51011 -+AR>+E;6l0 LOADING AGIA ��••Y'aM IMO MEE RACK ROPOSED 6' TALL 5510308 E FENCE FOR SCAEINING 1.1w:g Gr%YI ONul5ry (MATER 3YICE of EW d5R OAL TH41 TD BE RE MOW O: REMOVAL SHALE BE COORDINATE WITH 1REE WARDEI. ASREDUIRED PRAM MATE LOCATIO10F 00POSE0CROSSWMIC LOCATION TO BE COORDINATED MR BREWSTERGP.W. Plan Book 350 Page ] i m LOCUS SARA ANNE WY NOT TO SCALE PLAN 6003 550 DEED 800K 26878 ASSESSORS' MAP 48 PAGE 1 PAGE 199 PARCE1T LEGEND EXISTING CONTOUR PROPOSED CONTOUR 331511NG SPOT GRAOE PROPOSED SPOT GRADE WATER SERVICE CANE OVERHEAD UTIUTY SERVICE UNDERGROUND. UTILITY SERVICE GAS SERVICE LINE TEST HOLE J BORING LOCATION SEPTIC TANK D15TRI9UTEON BOX SOIL ABSORPTION SYSTEM RESERVED FOR FUTURE UTILITY POLE CATCH MIN FIRE HYDRANT WELL DRAINAGE MANIEOLE CONCRETE BOUND, FOUND TOP OF BANK LIMIT OF WORK FENCE EDGE OF CLEARING BOULDER SHEET 1 OF 5 313340 5.292024, REMO1E0 REAR BUILDING FROM LOT 1: REV154 D 70.E IAY0UT OF 111E IROST 8UILDIIIGCM LOT 1; REVISED GIN MATE, GRADING ANDGRAVEI AREA AS NEE DE 0. 1093102.22.2124: UPDATEDIUILDWG MOTDMGRAM;ADDED EXISTING HYDRANT ON WIDE MSS: NOTIDOAR TREE REMOVAL ON UNDLRNGS; THE FREE SEA TURTLE LLC & 162 UNDERPASS, LLC. C/0 P.O. 800444, BREWSTER MA 02531 PROPOSED SITE PLAN WITH DRAINAGE LOTS 1, 2 AND 3 AT 0 & 162 UNDERPASS ROAD, BREWSTER MA, 02631 J.M. O'REIuY & ASSOCIATES, INC. F1 feadev 0.1 I6D61 erD7 t Mai IR5TIg158 Dirdoiu 0 30 [N 90 SCALE I'=3D' G4KbbANh'ao8125AVAvg161250. PROPOSED SITE PLAN DRAINAGE dive OM lads Met - *Ma Y (605)666•'6611 Mao iiiit oKtCOAL (101)801411011 RBa 5Alt KALE 8Y; 02102,2024 I AS Noted JMO/4 CHECC IMO 1041WI.IBEA _IMO 6125A RT. 6A BREWSTER, 0 - CONCRETE PAD CROSS -SECTION - u0110 SCALE L Na15100fN4 row[ earasoi taw abrim roLN1n110k, Il' elwixLlfaOF A.'res. ` ..rtr4J.4'LLnmrla ii_ . 4.. mf-&-',1 II AMP. MEMO µMa rlanl. CONCRETE PAD PLAN VIEW' ROT TORQUE nw 11.1ILOIOM 1 r0lwnla C SN6GMNKl 1'NICExCMMp ONp0ltt,yt4r.- NI DonamoRLN:.aL 14aD 101041 tea!u nth:rhns. 1, .x -e ..I0OIxG 00 01H111TA111MyM .I.)16Tna anlqu r[wYN1PK'P0(IR1Un am Arn,at un4 sxLu ayxras L• IwLRn OLIAA.N al 10PMw60710.1aEauLNrolR -N-0a,I 1 4 PI LNaawvxmwLmanal lanaLe Iwuwrw'1ncrlANssfN nPur A/ 1on.1.141 PAVEMENT DETAIL WITH MODIFIED CAPE COD BERM NOT TO SCALE Emend B'.n&El Coyne 2' past Back et Berm Proposed I2' Wdq D-Ngrrdoddlad Cap. Cod' Berm 2' Wed Brlder B weleouI Coarrl. y.�r6' Pro essedSLOM Of Egool¢-4' UF1S} WIND PEOCESS£ OSTONE NOT IW460Ean Granular Owe OGE OF PPYNOSED BR. PAVEMENT Bfa INCHES PAVEMENT NOTES: SURl0SE MATERIAL 'arsOriaLMILLatoriscrOf CLEW 50010.110 Q OROgRIC MATERIAL MINOAN,. RCADRASE MATERL02 ALL PAVLVARIAS: 1 WLiss IRi71(121IAYEAOF DENSE GRADE DPROCE55E0 slow WAX *OR y4'}lR1DERALLAWE0 AREAS. ST0110 BASE5ISLLLBE I0ISTALL£04NTW0 (21EI1R01 MTS. 61100010115 CONCRETE MNNO• AIL PARKING AREAS: 61NTI£R COUIW: 2'INCH UTSER(RUID01 [0 CIA551.6INOen COURSE E1M5H COURSE: ILIT IAOR(R (LED, CO CIAO I-FI NISH COURSE Red MINDUs CONCRETE 0611110. SIDEW?]KAOLIS: 2•A:OOFI0DDp3EWAY DLL. CONCRETE MIXORA9PPOYED ECM. WAWA; 110MFASOFIIIE P,0. VZNIDJM'Z' O'0AOW000 1?Ii'�.1 I5 rP&'IT Fv111 A 0W-a0't0til ,.afro PROFILE OF DRAINAGE FACILITY #3 1V,M•tlNOon Fnnleand Give Risa4,*Grade Nee Plante Elevations) Asa Use EW1024E 2011 EQUAI 11' 50L0 BOTTOM ONE(1) PROPOSED SOLID 4 -FOOT DIA. CATCH BASIN AT NORTH SIDE OF ENTRANCE DRIVE USE SOLID CATCH BASIN VAIN DOfOM Awn BY 01001EY OR ECM S000TSUM9 mow INVERT IS REQUIRED PAVEMENT EDGE AROUND THE [INTER ISWID51AIL 1107 HAVE A BERM TO* UAW SIORMY0IEERTO E10ER THE SVMI1 /ROM PAOIIIGARIA 6' VAUNX(RDR1INPIPEIROM 1W0 MORON 1EADER FROM BMLIXN6011 L01 (.1 a'saua 4arrDN1 TOTAL OF THREE (3) PROPOSED SOLID 4 -FOOT DIA. MANHOLES (DMH) USE SOII0 MC R BASIN WITH BOTTOM ASPAEG BY SIIOREYOR EQUAL 5.E001 SUMP BELOW IFNFRE IS REQUIRED BIO-RETENTION DETAIL & PROFILE NOT To SCALE 140' LONG SWALE BETWEEN PAVEMENT M1'Jlyr r�,w-�.1i� 01EOP BIO-RETENTION SWALE 10611ENG11Il R GO' IWIOTH}EILTLR BED SEE MALE CROSS-51CTRON 6 SWALE r107ES PROPOSED SOLID 4 -FOOT DIA MANHOLE USE S UD LOC H BA5111 WITH 001TOM ASMFO. M SWIRLY OREQUAL SF0OT SUMP BELOW INVERT 15 REQUIRED PARKING SPACE DETAIL: NOT TD SCREE CAOCR EU arlIM + OP Comore a'sIN,ROr.R 1 NOTE: I.I Par.40 MILL m6TH04711141 n0l nuu0C RSNVu 001111 AG IN MEW S.1QPE ME WANG 500.[0.116 ELM Sr(mr00T R 1.40ERW5 RAH f0Ra1LMNIr.G SM0O40,slot 5. CONCRETE RAMP DETAIL 'A': ry 61w • ILIIQ,nR111 4e Ag. IOILWMR0I ROE SIDEWALK AND CURBING DETAIL rITCH FAFS -✓0_ I a'PpOQSiEDR1ML /.$P0 1110600004 4/4• Mt AMR]. 0' 4015 (101 COP400a(6 '" ILWC 30111.0.510.01 6' DM ROOF (FADER FROM 61NDIIRSS 011 LOT l 24'OLu1 Wit Iron Frame and COY,. PadOd to Grad. 111aERW 10 1%ITOA o. Equal I'QFORR COVEI'AI'LDCAEIWIOII6tDETAIL PROPOSED 72' x 34' x 6' LEACHING FACILITY L S(TW ENTYIXIE 5211. 1000 GA/I011 PRECAST LEACHING NT UNITS 11 20 NAMED UNITSAS MUG. IT SHOW(PRECASI OR EQUAL HANDICAP VAN PARKING SIGN DETAIL ton TO5UH 1'9 1011:10, PIlLO144 canclrenr04IPn MNOra.cw Why f00JY.Y. 10, 100are .6-ruleM S the end &the.p aN Ind arm ash. nande4We.Qenua 4001 N Dal RAN pa r 01 de, .410OM0PMee44.,.. 645 true. Coma a la1116400451L410.10. -314--1-v2-Store PRIMP 0Y.vLTrwn ODD 1f4'RIME= 6GE 111.*W 0451 Mite li`44A1NA4 1,00 H.20 2,506 GALLON OIL GRIT SEPARATOR TANK SIGN COLORS: ntrtIOLP. IMAM, MAI xMl STOCKADE FENCE SECTION: 50M% as AI,aM1.Nwl -4.111 1.11110000I1.D 100 1,41.,0000' I+Irwa•*mor.asN 6o1EOLLIcnN.roAr rO1Ti11TAP. M /W41a 40N161na1W *WWI 11e0.4 PLAN VIEW OF SUBSURFACE LEACHING FACILITY: SCALE L- a 10 IP,E OIL sin' SEPA W10RTNIR A 01160IDED BY STOREY PRECAST OR IOW USE OGS1252LP TOMAS MFG BS SHOREY PRECAST SWALE CROSS-SECTION NOT TO SCALE 14' WIDE SWALE BETWEEN PAVEMENT 6' WIDE FILTER BEO h. A:14101 MILL 6-LOAMMID SEED PERMENNE 5011 INN 9•455041.104141 A'OE6WOVEN EILEER TANK 6/4.101.1/2.510001 MIMMUM L N CLEAN WID BASE ISORRE110YALA5 RE0111(01 Le 1041 107/10 6' PL'C PERFORATED PIPE COlrl£CTEDIOM AI040LIS -M.1 YP PROPOSED TWO (2) SOLID 4 -FOOT DIA. MANHOLE FOR REAR GRAVEL AREA USESWDCAIOIBA51NWf 1180CIOM AS MEG. VENOM OREQUAL STOOTSUMP BELOW MEAT 15 REQUIRED SWALE NOTES: I2 ALLOI SWALE 50L&E05AND LOWER SLOPE 0A11006 SIWLL BE A MINIMUM OF 1B' DEEPANG COMPOSE00FAPPRO6IA'0ED SOH SAIIDNE35016 LOAM. UPPER SLOPED SYAVE AREAS SP/011E COVEPFDWITH A MI111MUMOF 41RYNES OF LOAM. 5E1 SWALE 01TNL 7.1 ME' -TOPED RAKE MOD SNAIL BE EolEREO WIEH LUTE NETTING EROSIONCLOTH. SECURED INPIACE..u1E minim SNAIL RENWII IH PLACE Unix VEGETATION NA 14 EN £SIABUSH£D. 3.I11010W2IENIIETERTABRIC WEN 5NALLBE INSTALIEDIN BETNEINTH E PERMEABLE SDIE AND 51011f LAYERS. 4.16' INC P060PAIEDPIPE SWILL BE 116'00.111 DAWN.0 THE CEIOE RUDE OF THE SWALE AT THE [mama 100E 51011E LATER PERFORATED ME SHALLCONNICTTO P !DUD PVC I§9E NOT 0INe£T5 ofiO THE MM1100L4. PROPOSED 11' POW cO0ER F ROADIE D II" DIA ITNOPIAST BM111 BASIN IORAPPRO IDEOI.A0 PR0FO1101' DIAHBPE PIPING T001TILTPAmoR CAPRI PROPOSEDD0A11 BRCLNLLMATEIVAt 1/0/0410 OPIA 1011041011,,,. 5012 MADISON 10.005 Of GRAVEL -Sc R 0 TYPICAL OUTLET DRAIN FROM SWALE INTO MANHOLE AND DRAINAGE SYSTEM A TOTAL OF SIX (6I PROPOSED LW 104000 Plan Beek 3S0 Page LOCUS SARA ANNE WY NOT 1O SCALE PLAN B00X 350 DUO BOOK 28876 *53005OR5' MAP 46 PAGE 1 PAGE 199 PARCEL 1E114 440 -0- LEG END EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE WATER SERVICE LINE OVERHEAD DTILITY SERVICE UNDERGROUND UTILITY SERVICE GAS SERVICE LINE TEST HOLE/ BORING LOCATION ST SEPTIC TANK O 5 DISTRIBUTION BOX SAS SDILABSORPTION SYSTEM PAW,. RESERVED FOR FUTURE 'R. UTILITY POLE ® CATCH BASIN tr FIRE HYDRANT 121) WELL O ORAIi'WGE MANHOLE • CONCRETE BOUND, FOUND �- TOP OF BANK LIMIT OF WORK FENCE EDGE OF CLEARING (j BOULDER SILT FENCE/EROSION CONTROL DETAIL: P£PICAL SECTION- NUT TO SCALE PROf0010I110510/1 CONIE01ELID1FENCE FA5T1110010 M£ 011 S1ME PEOPOSE O ST RAW WATTLEOR 60100 1' fAr11U111IDOIKi R0'RRw W',-LLMI.1I1MAl1D PE &Klan, romr GN.MOCS 14C01.101EU0E011100001R ,1061011 ATE FENCE 51Nu 1L 11$4164 T061KNE511001 RE 0ROJI10.' O 30 60 90 SCALE 1'.30' 1-U6' 4 fur tom SPICEDI ID WNW ONCEIDER 100 PER01001LOOMAILNOPT10NS1 OF 5 THE FREE SEA TURTLE LLC & 162 UNDERPASS, LLC. C/0 P.O. BOX 444, BREWSTER MA, 02631 GRADING- DRAINAGE DETAILS LOTS 1, 2 AND 3 AT D & 162 UNDERPASS ROAD, BREWSTER MA, 02631 J.M. O'REILLY & ASSOCIATES, INC. Pra m:Mal Tfnav4n(& [AroB. BQEEqtei Im11011 11.1 9.510 84641 - Rv1N 416 P.O. TM 1111 (6061066-0000 OD4u 9axMw, W elm 10:40m4 -14M 0 001t SOUL BI 1010/8b CRLCO: IMO 10111,01NR IMO 61250. G WdobAWoVx0125A1da;16L2SA PROPOSED SITE PLAN RPMNAGEdaz 02/05/5024 As Noted 429' DSV AEI F R CM I IRO (CO,TR SCHEMATIC FLOW PROFILE: NOT TO SCALE T0P OEFOUI@AH091 MM5E070 GRADE USE MUNICH' GEDINOI- NN04 WE90 6.20 lal DOSE nr On Y learn F1.161A6k 4000 GALLON GREASE TRAP GENERAL NOTES: Al EKMHER DRNEWAY5110RINWNGARMGAREALL0WE0 OYER SEP, C SYSTEM UMEiSH2O♦SM POIEFNSARE USED B4TREVESEGIIIII w1uNUr BE p2Srolwalt FOR 16£ SYSIEM AS DESIGIIE0 UNLESS COLRIRBCTN:DAS SIIOrR1. 121.10.1N+662 51'1L BE 61660060IN NRENIIG. CI 0010PACIUR 3191111 9E MSPOIEIBLL FORWAINVIG THE LOCATION OF Ala UDERGADIMIDMg00IN1 /0 UNIONS PRIOR 10 COMMINcemetn OF WARS CONSTRUCTION NOTES: 1 }ALLWIRTRUC ION SHALLCONFORM 10 THE STATE EIWEONMENTAL60DE. 1NIE 5, NID THE REORREMENISOF THE LOCAL BOARO OF MEAUH 2I SEPI1c W OTSlGRMSE IPAPI2I, DOMIn cHAMBERIS)AND OS9RIBUTION IG5E5}SHOJL IS SEEM ALEVEL SEARLE 145E Vex Ku HAS BEEN MECHANICALLY COMPACT EA OROIA 6NCH CRV2I LED STOLE RASE. if SEPTIC WRTS}SEAL MEE I ASIM STAIIMRDC1127-91A11059BV.LHAYE AT 1AS77HPE£ WOMEN RWHEEDLES DIE MINIMUM DEPTH PROM THE ROT 1UMOF O£ S£PNC 1PA(TOTH( FLAW U11E SHALL& 4B', 43301E WIE 40PYC IRLTAHDQ6ITNT LEES SHALT. EXTENDAMIEIIMUM OF 16 ABOVE THE ROAN IE DP ME SEPDC TANAN@ SHALL BE RDTMU0011 THE CENTRUM OF THE WIR A RECTLYUNOERTHE CLFAII01/1 MANHOLE S3 RASE COVERS OF THE SEPTIC 1ANCMID DISIPJ EA MION WV PATH PRECAST COMMIE YfATER1IGM N5ER5 DY1R NAP W11NIN 6' Or NIISHOPADE,ORAS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 51115 41C05021004' SCHEME 40 PVC OR EQUIVALENT PIN WAIL BE WDOIAMIMMUM CONRNUOUS GMOE OF 1101 LESSNHIr1 912. T.I CGIEB9IIOEI ONES FOR SOLADSORPTION SYSTEM LAS REQWRE09 SHALE BE 4.=MOE R SCHEDULE 90 PVC LAIDAT 0.00SITJFT. UNE SMALL BE CAPP( RAT END ON AS NOTED. 1.1 OMIT PIESFROMDISTN8UTIOII BOXSMAtI- REMAIN LEVEL FDR Ar LEASE 2' BOORS 991 H,I G TO SOLAOSORP TION-SYSTEM WATFRIE Sl DIOR/BUTCH 906101541066 EVEN I115TNBIJIOPL. 9.) DISYN6IE110(1 Ba(5 WIL I W VE A MINIMUM SI1MP CIF B° MEASURED BELOW THE OUTLET !WEST IDIBISE MARRA!F FDPTMEB.arHIFM FA4u1Y SMALL COMM' OF 3!9.701-212' COME WASHED LWTR'ESIOIIF FREE011601L FINES AND DUN AND NAALL 6E !WALED(' BE6O'NTHEOLON1101 THE DISTRIBUTION UNE 7076E /07101906 THE 566ABSORPiIONSISTEM BASE AGGREGATE SHILL BE COVERED WI6HA1AYER00 FILTER FABRIC ORAPPROYED EQUNADNr 31.111111 SOLL AB54PPM/114157E INANE 100151111111171011 LINES MEE0 50 FEEL, WHEN LOCATID[RHEMN WHOLE OR IN PAST UNDER 0RNE005.959 150AREAS, wRRIAGARJO DR untlR UMPERYIOUS MAIERAL OR WHEN PRESSURE 00050 12.)SOB misoi Dnei SYSIEM SHALL BECOYCPED WNW MINIMUM OF 9" OF GEAN ME@UM SATED IEXC W 65!1310PSORI. 13.1 niasH DANCE SHWL IDA MANMVM OF 36. OVERTHE TOP OF ALL SYSTEM COMPONENTS INCU DNIGTHESCPTC TANK DISEMG1P0011 BON DOSING CHAMBER 16 1 160991916151T1619 SE NEC 0152 SMALL GAVE A MIMMHM CORER OF9` 194 FROM THE DAMN INSTALNT011 OF 7HE SOIL ABSORPIIDEJ SYSIEM W1116 RECOPTO6ACERDIfCAIE OF COMPIW:ICE,IHE PERIME REM OF IRE 106. ADSORPTION crsoMSMNIBESTAM1AND FLAGGED TO PREVENT THE USE OP SUOIARfA FOR PILACTMTE51HAT MIGHT DAMAGE THE 5YS1DM L5.) SOLI REMOVAL ALL SAIIPrIOAM Wow.' C1 LAYER- SHALL BE REMOVED FORTADISW 1(E OF 9° FROM TEE 103.44505611014 SYSIEM 001(111016E FINE TDMEMUM was MYER. AREA10HE BECRFILLE0 WISE CLEAN SAND AI@ [OMR3CI1010MINIMilE SETTI1110 BB)ENGIIIEERSHe1INSPECE AND%EEFY SIRS RE MOW. PRIORTO INS W HAGANP LEACHING COMPONENTS 117.ITM£C2 SORFOUIOOH REV NT 2I was S1101DANO FOUIIDTD EE A MSS 15011 -SAPID. AIOADINO RATE 0E0.74 GPV 27 IS APPROPRIATE. SAS DETAIL: PROPOSED 1,000 GALLON SEPTIC TANK I 22 I PROPOSED 4,030 GALLON SEPTIC TANK SYSTEM DESIGN CALCULATIONS: RESTPLMIR: FS SEM5 a 33 G601SW - 2,62S DM 2(60HDf10DR. OVENS x869 SO, 75 GPO/1.4003f (OFFICE USE). 195 GPO 1071610(2 56610W: 2.420060 SEOTICTAIl6[APRON ItQUlRED, 118317ANX AWAY FLOW. 2.8200D B} 2UM5- S:MO GALLONS REQUIRED SEPIICIMK 66PACH7 RI MREC_5(609907 48 IS REQUIRED SEPTIC TANK CAPACIN PROVIDED, !60.7111!.- 142' ' 8400 GALLEN1. 5.690GAILOIJS REQUIRED SECO,'ID 5PE11CW42 4,f100ALIDN s 2,820 GAIIDIG 510111REU IIACH11GCAPACJTY INQUIRED, 2AWWVMIMMUM FAWND 1FAEHRIG CAPACITY PROVIDED, 1w011) L715'X10J3' X2.17481CH0M4 CHAMBERCA14IFAC/I' ▪ 211111735X101631.1173.5X2011.110-69124121 X0.741360)!!.3,B7SGPD AIM GPO s 2,920 GPO REQUIRE 9901E A CABBAGE EIISPOSBL H /LOS PERMITTED LYNN THR DESIGN MSU,LLI 07E111 R,0DOGNIGE155PIICTRNi4T;1G11Al4R ONE LI)-4,000 GALION SIPTICTAIH, 5£609904010 MUD 9DX COE(11 9,000G�oo GREW TRAP WM- TANK BIZ/ BO SFAISA LS GPO.. >.2G0GAL•) ALECNI lREA1MCM TANK COMPARTMEI FORA DEPT OHE l-SAR TA -1 51RUOME117 UIBTIHCU13 ME 1 HG Alt NAL WORM O NE S.RAAR- 4.SPRCCESIOR AIA@MRUIEL TH ]-30"X99'A2UM. MONK! HATCHES FOR TREAIMEMUNU WEENIER'. 24.01A C.L FRAME ANDACOYFR TO GRADE. TW012F 1735X 30A3'R 2.01ECH DAILEY. PRESSURE DOSED DISTRIBUTION( RYA( PRESSURE DOSE 649610 SYSTEM 011E11FORCE 940.It-2 OA OlSTN8UT0N LEIIE ANDMNIIFOW ONE11).7L FOOL -VOA Mil R10011011 LAID ML 7116 DIA. PERKA3 5'640 SOIL TEST LOGS: IESTNOIEAL ELEGIES SU FACE /map 0EOOIUEE044 TTUTIVR6 SOIL 15264 , : .151 SOITLII OTHER 6166 CI 21112 ! ASO 10'119/4 142(12 SOME FINES PROPOSED F ODO GALLON THREE -COMPARTMENT SEPTI-TECH STAAR 18.0 PROCESSOR TANK (6A/B) T MODE A2: E1.62.CI SUDEPEEERMCEEOM MORSE HON2011 IERIVRE 1.051.0 NIQNU OTHER 034 Cl LOW/ FINE SAE@ 10165/1 1$3NE 34.137 C2 RNE SAPID 1061/4 HONE NOWIC R OCOMEREO SEE NOTE 17. WOW CANOE TE5T1110: 9.27.22 PERCOIACDII WE: HESS IHA112 MIN/111CH IN 1199E TO MEONM SM0 LAYERS. W ITT ESSF D DY: I.ORDLL1 P.E. J.M. 0 REILLY R ASSOCIATES- INC 5 000294,4304156602103176 HEWN DEPARTMENT NOWA1ERE9K0UHTEP1D U SIA WONG PATE OFQTIGPAGF FOR SIZING OF 5011 ABSOMLIONSYSIEM SOIL I1014 AFTER SOLIESDIr07HE ENSINIG 719E Silt WAS ICl/ TILE PROCESS DF BEING C3EARED0F0E4RG. TINE 70PSOILAIq SUBSOILS WERE PREVIOUSLY STPPE0MIO16M Nov R£FLECTEDE*TR 104SABDVE. H-20 RATED EMAIRFOLD 064SEC110ll DEEM USE SHORTY PMCAS S40 GALIONI LEACH CHAMBERS YAM MINE STONE AROUND IFI@YEW) LEACHING CHAMBER 2611'510.15'x20 SEE DETAIL E4Cdn9 UNR N Wad UM: 1'kk 1mA 1ne E7 RAAEN9hed under SE 9.19 YIONCUMf IIRWDES A RON OF STMW YANTIES LO REMNANT BE RE 6V REDAS HE E DED. MOROSE 11 P(AWTE0.010111 FORTED ROOF PUHOFFAI@GI771ER SYSTEM SEE NOT WFTIM@OEUIJEADON BS MIA SDI EA OF I110EPEE16ENT EFMROIIMI HEALCONSULTAN1S PLYMOUTH FEN _ FLAGS Al DOA2LM LOCALE DON 12-192021 EMU (POLL N@ PROPOSED BEAK NWDSC2PE CO15TN)C110111 93EN ALSTOMGE. THREE 1N• 20'415' BINS SW R R., Zane PPOPOSE045d42' 910001011 TO DMIUNE7HE MAIERI1L MIS AI@1115GRAYLL AREA TOP OF WALL EL.60.0L PROPOSED T2'D:3411 t LEAD EN1: GM)EYFOR STORMWAI£R DISPOSAL PROPOSED EfINIPME111 SIOMOE PROPOSED7PASNCAMUN1 Yinlall STOCRA0E FE/ICE PFOPDS£D BOULDER WALL WEAL SLOPE EAT 1-5 (O l TOP OF WALL( V-7701(4:066591 TOP OFWAL16l=66RD1(L0'NEST) GM6EM901TON OF V1ALLEN6145 LOT 4 /o737R1JAAP61} 157RY3 PROPOSEDGII/CH ADS PIPE Tic°e' THE A001LEADERS 10 THE PROPOSE DDRNINGE F ANHOIE SLOPE LOBE I%IA NJ Bbde5rRVgelaled Wetland 1341 0 AMR POO 1.'DWI _I,. '-1- IAe°PR1 elAOk0A 061114 INDUSTRIAL WASTEWATER HOLDING TANK (I.W.W.H.T) DETAIL: NOT TO SCALE yf- 1.35- !sow STOHE C EINEROUI111CCP/£ ROF 1340C.ALIOTE 7AHR ONOER THE UIIFLEI COVER OF nit 250T GAIION INJC USE SHOREYPRlCAST MIY/VA1f1SZ(I540GN1O11 H.10INNER H010I(EG TAMR, 2540 0*I10P1 H'700U1ER TARSI (1129.641 Iran/Erna and Sorer - LOW Ca5 Non frame and Cue IVMWH.61106(011 rISEE MY/ N.R. MIEN) 2 61Mat Cm.00to Aram Om of3146111108 11) I.W.W. 1.6 HFEE 51IAL111 CONSIRUCTED WITH 4 - CAN' 111011PIPING PR0601E0 ONE FROM ONRDING LUC LYII'EH.f. (/DIE 10). PIPE SHALL BE1997AUE0707WA7 NT EMENDS TO THE CLOF THE INLET OWN FOR MUM INSPEC1011 R TESNNGAECESS IONYAGERAIARM FLOAT FOR LEAK DEECTON P,opmed 1711951 Mdiahnn PN.5 L7 PPEYNNRYAPPROYFD BY THE COMMISSION UNDER SE 91920. REFER EO CHEESY LANDSCAPE PLAN FOR THE REEOCAW:NJMIO PIAD1NC410110F THE PLAMG00 MOA D6Me1•R 38194:E•1 Phlia d 015191 I.WwR.0 EASED OM NO MOPE TRANSIS 66110115 Of WATER IM IRIIIGIHE EINEM (FEE Oral(P SOOICAMCIIYT81AL51125 GALLONS ITS% 01 I SODGAIIO111N11) MATES%CAPa1MY •INSMIEERS Ml NO'IA ENGINEIRYIHIM PEL 11125 G11} COLE 68116115161SM11(0 Il49980 RFOAM AS BURT PLAN TO BE COMPACTED N@SUBUHf9O MIRE TREY/SIER EMRD Di HEALTH 122 1.500 GAL. INDUSTRIAL WAST , ' TER HOLDING TANK u❑ -- R5 PdeLOT 2-3 \� IANL=e*47B iEtEJILB41i3 TOW Area' 66,!109 Sri \ .. ▪ `'9 L4eiFand,l9ea. 3113 R'3 1, ▪ oik R -.s- ". -S' -{ W ti. L 1 \\ TM, 6 SI • 2.500 GAT. PRE CAST CONCRETE SEPTIC TANK S,roRw A S. 9S,21SSFi",,,,, 4 WY FmJPa A•.Aa. .4 -TA D9NeNIy W691+1Id WeINM IABO4\ 1 LOT IP4F.f1'.Abk"..1I 1 Inom E4 u,1 H6JWNPmra AyTrs1I ,In,rn1 ovdYauwnt nom NH n,w 211,045 I1Ct Huulf xlaulm mrw 1„had A.l h,Hr!NurKt ,mfld,lualwawa ICrW. ,.401141. L1 AAI1 AIM Nw5DL1 D.1.1nYrM[ tt 19,.'A4r mMAVe,ITSIMITI d Z -0 0 OS 7:1 0 0 1 .II I,1 II±:- 142".eA, . I EIEGT T6IMMS?SS[000OORG] 4 RT. ESA LOCUS SARA ANNE Wf NOT 10 SCALE BREWSTER, PLAN 130016350 DEED BOOK 35532 A55E55095' IMP 77 PAGE 1 PAGE 98 PARCEL 9 - - �32 MHm 24:6 - - V- LEGEND EKIS71NG CONTOUR PROPOSED CONTOUR EK151/N0. SPOT GRADE PROPOSED SPOT GRAOE WATER SERVICE LINE OVERHEAD UTILITYSERVICE UNDERGROUND UTILITY SERVICE mks SERVICE LINE TEST KOLE f BORING LOCATION SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM RESERVED FOR FUTURE UTILITY POLE CATCH BA51N FIRE HYDRANT WELL DRAINAGE MANHOLE CONCRETE BOUND,FOUND TOP OF BANK LIMIT OF WORK FENCE EDGE OF CLEARING B0UL0ER PROPOSED 2,O0DG9LL01/ IUILUSINAL TIGHT TANK FOR FLOOR0PNN5 WITHIN COMME5614SB`YA514 PROPOSED ENVISION OF 1141 WORK USER UHF. SF£ DETAIL PROPO5E01RYOCRG0DNO MOWS EROMUHUW POLE TO DUI! ODIC PROPOSED6' 019 WATER MA1N,•n, IXE I1) MDRM11 ROP06E05IGN 04019.1 01E HINE TOPOFU EIL•S74 BOTIOM OF OMER EL .53.0 M01) 161 SO'x 1043 LEACH /PROS '165105990X0021 5E111 FI.CNIIa PROCESSOR 7ANK16AFB) -'67105£04000 M. 51611 PAN9 'R06CSE01D00 GAL DE P71. 64169 VR3FG6£B4000 MI -GREASE- IR.a 1,.' n4 Gravel Da -away EDWAIER SHEET 3 OF 5 n1Y6511-EP2D/6 REMOVED REAR 6ULOING FROM LOT 1RUGEDTHE IAYOUMO( op I A1.aVr pa 5^aq DH 107 I: REVISED LANDSCAPE. GRADINGAND GRAVEL ARFAAS fl THE FREE SEA TURTLE LLC P.0.1102 444, BREW5TEFL MA. 02631 PROPOSED SEWAGE DISPOSLA SYSTEM PLAN LOT 1 AT 162 UNDERPASS ROAD, BREWSTER MIA, 02631 J.M. O'REILLY & ASSOCIATES. INC. PPICWIISIl iselboirlap Una Baen71114 Borden 6071 Ih4 street - Rotes 96 PA. BPX !773 (141)111.110£ OE II BRY.6w. 314 cam (BWKIM res aUSN SY 661(0 KIM !1G:.2024 11901811 156 JMD•d 0 13SA X5 61 .5 L 0 �5 SCALE 1a=30' G.YARDAVA 7HBd25MM1.FHi111s LOT 1 517E SEWAGE ! SY LOFM PIAN.d,Y1 As Noted GENERAL NOTES: A1EEAHIRDAW66151.011PAMNG WAS PAE ALTOWEO D!YR SLP71C SESFEM VIRESSPF10CM10NENfSARE USED. 6111.E DE94 WRL 1.0111 RUPO11991110ATAE YISIEM RS DESIGNED 309153 01NSTRUC 10 AS SNOW. 1d0'OLAN6E15HALL PE APRR0YIO N MON. C1CON1R400361LL11013ESPDX3211E0RYWHWDIME LOGTE3Hoi ALL UNDNwwuka NID03311HEAD UHLFOESPNORTGCOMMENEWE.NrOF WORE CONSTRUCTION NOTES: nnE3 dTIFE 311.111001031341F ITHE IOCM EO AA OF NON H[NDLLC710E. 211FPrcvNgs6 G92ASL TRA9ISL DD9NG O WN:11O) MD IMTNWU1gN 30410 n4L6E SEL en MEWL MOLE 109 611X01IRS BEEN MECHANKALC MMCi m ckcam A 1401 CRU91E0310HE W E. 315LETC WIRES) SALT MEET ASTU STAHOW 0112341N.DIW (L KAY[ Ea IO.4T REE 30-031047 ix Lux EMS. 1111 MOe MUM DEEM FWM THE BOT- TOM DFTNE MX pNK TOTHE FLOW Wlt 1x[46! W. E1 soni332mpin Rtur.4HDCURETTEES SNM1LL1:11 DAMN MIX OF6 A6u'ETHE 11091 UNE OF 111E SEP71CTMAAND 511210 NE INSTALLED a2/ nR CEFRCCNE OF THE MK !Nam' UNIX%MECIEANOUT MANHOLE. S1 WE DOYENS Of 111E SEPTR: TAKE Ni00157x16N11ON ROC PAIN PACCAR FNmR147ML MU39P110.101Y H[ OM FOAM FRWWI NO OMIT AUH 4 HT.alt V' OF 61PIRH6110U CA4937 Or 4• =out 46 PICOR EOIRYAWIT NPE MOLL MAD CR A MN MUM CONNHUOUSG9AE OF NF 16151r1AN 1% 710151,03111101116113103 11611 ANSORRION TRW 1ALAEOLLR191 SW11A NF a' MASER SOIL DULL 2/A P1C WOO` MAO[ SOT UP SILLL16E WPM AT 66006AS 30110. I)9UTE7 PWErRol.I0NTN15111ON BOK SMALL MMNN LFHI FORM LEAST 2/W FROG GTOIOAPERDRPTIP9573111. WATCIIrE1TDOP uflDH E04M1MURE NIX 0111111311110N AI DIRR9u1C:1 NOR PM HAVE A MINAM/ SUMP Of 6' MNAS9AED 61641 1NFOUTIEr MCP 1111 EASE ROM ER" FORN7 LMLRI NO FAOUEYSIWLCONSOTOF 114'T01.3I DUPE 19156E0466.4 STONE FREE OF IRpI,RN EL MD WT ANO SHALL 6E KGW110REION NE CROWN OF VA 041404101 LINE TO 1H 30770.'6 F THE 5134 311501161091rEnM. IEEE AGGM6ArE 591116E COVERED MINA 423F HOER 41RCORMPApVE06OvealE . aUVIRISo1LAOARN10N SYSTEM WHEN OSTREUMNLN[S IRCE10 SOFEET WHIN 10317!0 Mall N WII=M IN PMT ON DEROPMYAIS. MOO A%EAi, PPM APIS OR OMR PKINIO SMNIMOJ:OR WNFN PRESSURE DOSFO 131SOEA110RPfKM SYSTEM SNAIL 6ECOPM61 WHIM mein 12109' %CLEAN MECVMSSNO(DaLaHG 1015017 1111x1 HGMDE PULL 01A AW36111*Of WIRER Tin 1O1 OF AL SW06 OORPCRLIO& NCWOROINf 1117E MIA osmium+/OIL OOONG OILMEN µO 504 ADSDPr10'1 Emu SEPnc Buns LHALHAYEAA1110.11A1LOYIROF9' it) Rion 711E O3TE OF IFRN W10r1 Of TN 101 AA50RPM1ON 0E1E31 Lunn AtaIXTF A Q)LDOOLIE OF COMPLlNACE, THE PERIMETEROF THE SOIL M90PPTKN 3111131936.3 BE 51123OAVOFLA000O IDPAEVCNI THE UeEF SUOIAREA1041211AC10nYSNAT2116X1 DAMAGE ME 57511 M. SOIL TEST LOGS: reel EGIE 11• eLd Flt Won L MOT IONG OONLR OEM 109.151 41 WOE LON A WITNYLL 1x710 WOSWDWOVIEWES 101E 516 Lore 914 KCIE KDWNFAFHCDLINTER1O 107111 Ea -i9 4 WA, Ilk. 1.0111E 'TM* MR CI 9157146• 427.2 1.#60426*', MTL• 1151X249 1361113CH RL NNE TO 1.12011.0.1 RATIOLAT[a5 'mono Fr 1 060.1XFACILLOSIGKA6M 311419311310211114NPLIN OWATMCIPT POWWI EKCOUMRAID TAE ALMRNGRUEOF OUPPOUI43171.43 Di SOIL PUPP1101f 6151[61 PP ROTC: C nu11/ EOF SORT1111667HE k9511NMINe sac WASP 1HEPMs9CttSOF DUNG WM9.OF awl THE TOPSOIL AHOS OILLWERE 1110601.6111110601.611YR9TEDAYOAM 1101MFLLCTCOW A THE LOGE ABODE. LII}a•LRE1/AVAL ALLSNTV(IDMI HMO. CI LATER. SWGL BE ILMO'ACO ton mum or S FROM N£ 501103CIPPTCX STEM DOWN TONE RILETDMWLPA IMO LAYER AMA TO BE 41911LLDVr5711CUM SNIP AHOCOBVACTE070 69 4.10E SETTUKD. 1610101(E3 SHALT nisFacr Enali 2/.6 AM 690112/1301.1206ME90iLSR1M0'YALPRIOIITO LT1Tbf a PAM P N TEST PO MVO!. 9MO/KD FOUR TO NE A 03531301.-1VfO ANOAOING RATE TH 0743101ST OMRAOPMWE ROOF -CONNE TON DETAIL: NOT TO SCALE IROPGRDOOWNSPOUT ACS OWINSPOUI AMDtER PEY0AE06AMH6PEOC **1106106 �f AM 007E MEN 1% PITCH CONrRAETOR 9LLLL141RE ME MORE ARE no vetu13` N PROPOSLD NPE FLOW PROFILE: NOT TO SCALE TOP OF SLED ti. WA xN1U1 FM- N' DA EMT 13011FAIMEs CE AID 1 10111154 GRAVE. TOR CO COVERS ON SI PFK IAnR ONCE DI COVER ON 0100 AnP GAS ReaCONdlMAI x118 1 9a 44 1 .1-a'-- 00.1 D -BOX SEPTIC TANK 2CM99RFMEN1 T9M SYSTEM DESIGN CALCULATIONS: FaWPOE 0E 004 FICY/( APA9IMINL 3 elD3DOM! 119390.210310 0191 1 EmPLDNf POI SAY a 20G9ar1MP .100 GPD 12ADOIG CAPACITY REWIRED, 440 CCPDAEDUIRIO! ;[,. hiT�S'�i.71472/01]Px$'�-DA�$�Fe.51L�T!L�.IlE4 7.1: '?"'TF1 i. 7S 1:06 L L• t 'r':'.: A'V Cj�!'�'.r.r,; 1 Y I1I •.fE 2/I MCM TMxIAwe. ALWWCD /100110 CA 11.4rIACASIOI 0.46111315'21223'1. 20 LlI2•G CINMDERCAN 1.14C11, 9011313 19131.121 SE 3162 • (12E0 K 2E6 R 0.M GPWS9N 101610 41007D S 410360 RETIU.REO 1911E ACARIAOE DOFONLEFNOr PEAMIlT1DWOHNG 0111011. usENl ONE •ASNMATION SEPTIC COMFARIMENT WV ROOMED' 4116E �SH SOOGALLON 190$00kM 16W6M 9'0957011EA1E AROUNDD1.3(1Nr€0Y Eating LIM AREAM. WA IIernalad Mer SL9.1920. WDACUA4TNCLUDIIA NOW OfTMW WATTLES TONE5M1AND 61FOAM OAS NEEOEO. PAOPO1P PEAMrTEM 0M1N Mani ROOF IRONFFMCGUf1LRT51EA1.SE N01L YIE1 WIDIX IN W ION ST PAUL DRAW IKDLNKOJ/1 0MR01M£MALCONSULUHT1 PLYROI1%H Aug 11112810911110(811D41181 33 12 140011 !k Benkring tRUtd Nwl..a AL 0 30101965 PPE E9DM 60 ME RIXFL021S TOTAL - - 940001100ALLNA09 MMHOLE `FRh04100WOOF PM O ,0 TO OE IM MN. CNN HOW �- AR6{. STOAT F 6RR4A'a ' ® km. ITT M6Yffi01OW Ili I10/1 BASINVRnl V11OEl101911. UNOOIDIWN15 FECHnimIu1RLRKDYAPl0 COI1TNATON ANTE4LLE1GPM1,- _ 1H112i N. to' Y75' 61NS ., IVI Fen I 1406:15660P6e BURR WALL 100VNLNENE 6.41166.661PS 0110114C SRAVIL AREA 10•0F WAN !46001 F909014 DAN 01IGN13eP10110405Em MFG N SI4REY PIKGLST,19 045105111. PROPOSE DMA E195E1 P/IET 1X197 119543 0501[0 MKT EU 5120 PRORCSL 104 0111 S 113706 ITT 1.033 00140N� EfF >aAMTER TONNA CRAWL AIWA IM CATCH 60924 MS 14560 CVR012911014550 NOOSED MAW', 6 LG4C1UPc�3311-- GAl1EY FOR smRMVWER069oSRL PRODOS90 EQUITA1Mr 5701.3E 91KP05C0TMy1 COWAN e.S WITON 11C[MOEPNCE PRL0010 RETNNiN6Yh=t 111001 WALL [101.11021 Vµ11 BonoMO• 12010.605! 1110000E0 61X01 A03 PIPE EOM •3040OFWOWS TOME 490 10000915220W111021 9WE10If EX 11)4. P110101021331167361.,,' q 1 WATEWAERHIXR1e3 TAW 1RRRFADRC 310'• 1.310 ROY[ STORM USLTr11EE IN WWI PRECAST SOO 04LON REAM 9604111$ WOH70F NAI[.9 STDE12101x0 0310109/ LEACHING CHAMBER 915MAT I LP COINECIED TO 9611).12• CU 1UMACE 0.4R11SAY NM 11.520 EINIOA 2/w ME 11.100 le -/E., -1.6.9A - 40 - NeFmd ROO IF 1.41100 mono APPAOYID 6YTNf {012114900 RK4RR 9.1923. RV IR1D011NET 2.4496(211061 P0111E 91432/571011 WD 0700/304191402 INC PLANnN0 ARu eadvira WWcured \66161 117 LOT a-3 won 101: unmAr 723 418]424411 a MOT SFI %400146 Ae91 a 11551E EI(lYnd6e9TA 65,1'36 561. PROMO PPSE PAOPOSFDS Y0021 *911. CONSERVATION COVERAGE TABLE: WETLAND RESOURCES • NO WORK IS PROPOSED WITH :1 THE RESOURCE AREAS 101241 0 TO 50 FOOT BUFFER ZONE: _ NO WORK IS PROPOSEOWJTHIN THE SO -FOOT BUFFER OTHER THAN PLANTING PLEASE Mr ER TO IAN0SCAPE PLAN SOTO 100 BUFFER ZONE. BUILDING 3,00009 PAVEMENT 3,47311 GRAVEL AREA 5295SF 'TOTAL: 11,770 SF r tlN1451'i 5VFM6r6 YMri lb. IncZ mm C tif EXISTING CONDITION NOTE: TK f33R16S1R COaOOIDl15 grown X111101 pm w13 11044 HE D3NED 6400104 TO/TOMMY PLAN A$ PAUA4O R9 MOWN EHGNCDIHG WIE031.0000111 0111[101100 WITH 724E MERGE ODFIpf 11 SE 41129. I p. A. DastIng Culvert 331144111112114 6191904 AL. il. A4 .O1 P I '16'030 2.000 GAlL0K Wuhan WHITEN' EON no:RD.LIW7 win Ex WIMRACNL BM ARCS PROP06t0 LUMP' COPE W OOTIPM UN I. Tit DEMR 44'8110172/ UN 01010101/110 11T MLL FROM UIHIIYPIXE TO RMRHG 9110M09N1Y11111 L1911•I2 NM DH 11.r*00920x5111.EL STA 49AT9 BOOK 690 DEED BOOK 55932 ASS! +1071,' MAP 17 PAGE25 PAGE 93 PARCELS 10&60 CUD NUR a- POLINC itD a • ry.r r. r. 0 LEGEND 07071110 CONTOUR P504095D CONTOUR 07571186 SPOT GRADE PROPOSED SPOT GRADE WATER SERVICE LINE ELECTRICAL SERVICE UNDERGROUND UTILITY SERVICE GASSEAVICE UNE TEST HOLE I BORING LOCATION SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM RESE9YEO FOR FUTURE UTILITY POLE CATCH BASIN FIRE HYDRANT WELL 0RANACE MANHOLE CONCRETE BOUND, FOUND 10P OF BANK UMITOF WORK PENCE EDGE OF CLEARING BOULDER SILT FENCE/EROSION CONTROL 3EC DETAIL- TO 91IOPa6Lnmx PICAL T10N• NOCO S SCALE PAPP06FD1/D1CAUDN SOUP CATCH 980M11DLROP40101RR3011920H MNWIRI12.ON.OURET PIPE WITH 1.5711.1*2/P TI,lOUSTNL' ' 110011 PAAPan 001117 11.6565 41DN11011001109110E3000. MC 60716163104 SP1L10NV.6 T 72' 1.44014 1010 010!002/0 Mt GROW 05 102031414929 91931143. hlrE.r/ D 404111. NOTE U414 TOP OF UM EL • 533 60TYONI F UM 0..530 TYRE 0116023'* 10E6' IfAC17 F%L05 ETL.WW.O EL'NGAL 109114091111011.111. IGITIAEIK4MVLL getng . IOi M11T 11.1071. 01101X0 A11DClS1 NOPG Li( 06000 W,L5fPT0TOP EON MLR PTC TANK 40104AL GREASE TRAP D0RecOrmla0exa7 1.4' 071 Uri/AI STMESI RETITIO 19{124 TM WAKE! 0MCMn R IDR PEA ADO A1/0M 11d>;7001011) GWOE EROSION CONTROLS AND SITE MANAGEMENT UMR DF WORK: 1) PCMPG MW0FVARILL551WLREMAMAS MC UM.RF WORCFORTA£ EMCEE 21 THE 12251013 WM7LES SHALL61E010010WLT IHSPICILOIRV NerratUMMEEVED TO3annEn M,1405I0F/0RWN110Vt IF TH. WATTLE MENTRMD REZA%PLEAS£ WEER TO 231 £0351011 C010RO1 DENT FOR 003/20NVE MFAlUIE5. 31 COFRRACTDA null WPM DIM LTµwWEEREL FOR USE 0331143 GOADING 671415. SIC 6EL0Yt 61 771E 013P90000ENDED UMWFWOMUMC PUP BE 1450µN309C040NG10 1111.100604 0:60606.1111100001010140931191.0I19UN. LANDSCAPE: MOW El 0 U210 T01909L ONCE FINDMOMDELARE 131 9129/8 D,100911 0.0001 F000W014TOTHELAIDSCAFE PIANOS PMPARLO M POUF CHENEY 1.4262013. SITE GRADrNG: M) n1ET90PVSL3G0AY1LM0AANDA53EALTM011MEG9MLOTD*RCM THE STTRM1ATERIOTHE LOUTH MOTH( PROPOSED 5701669.1223 Ern ELI, STORMWATER: 71 THR STD41TOTFR SIST[MCDNIL717 F A BD EFTIHIgN 11433, DRIP SUMP EATEN 1103%314,10106131" SIPMAR R NOM S1A11N VALE INFO WCCN ITS14 M M THE no .2W0008 930,61110 4099 mutt. N et T1M0EDYJON PO MP 60WN1lxn33.90A6RAAD1 FIFE. TEEPIN N TO II COYIM[CRO TOME MANHOLE 020004 ON 1.111 PIMWEN! 91 1EF SI0U 10NIR TSTEUO FN*NE0 TO ACCOMM0CAIE THE 19011AR 6T0µ1 LY*A7. LGU15T0NNAIM EfF3HIT u901R MORE 27115 B WIG SU6Wrn91014 PLINIOIMG NOW FOR 1110 LWMOMM9ALAS PARTOF THE 911 PWI REVIEW APR/CATION. 4C) 4StYt 30 60 90 SCALE 1'•3a' a W0WrANCITS4RSR`Mr/.611SL SITE A $45 PLAN .015 3 0 10x1 SHEET 4 OF 5 162 UNDERPASS, LLC C O [7121.15 WHITCOMB- 76 AUNT 1090115 ROAD, BREWSTER MA, 02531 PROPOSED SITE & SEWAGE DISPOSAL PLAN L0T 2 & 8 MO UNDERPASS ROOT BREWSTER MA, 02631 J.M. O'REILLY & ASSOCIATES, INC. PToh1.199NE Inglaartaa N I0O4 &71117106 Se7Are4 1E13 01) Yap..le .3 11a - 4..l. M 1.. 96 191-111 0 0185. 145..1.,, 111 OMx0 (18111X6-1001 Pu 0811 2 2.2024 SCAM As Noted 671. 1MOJIh WV.7. 11.0 10/4111.2 !410.6:259 RT.6A BREWSTER, MA FIRE TRUCK SPECIFICATIONS' 4501 11 1•. 2841 E -One Cyclone 11995 HP eel WRd11 ' 9.61 Tuck 9,35 6.0 E 43.4 deg Lock 15 LOSIE Time Steer.npAngle Lneone UnN0I Wa4451 Woe lamb, 7, eltab1,,hed.n4,r 5[1.197 0051 LMII INCLUDES PROW 01 SIPACI %%nit; 10 REMAIN ANN W REPAIRED/Sill I DID WE11AN0 D1LWN(AIIDR aT MUI5N7.4015111001547104111 [INIROIIIIINTAICONSUl1ANrl;, P500117H 4-,._ FLAGS AL MAMAS I0L0T6501112 14 2021 DWIHOtE 3559 PROPOSED 6ULK L5/109D11118 COIISTIUCTIOt1 LIAIEIML STOPME, 7511.5151 10'R15'NI15 55l' RWkr 1 _. one R PROPOSED 6'.212' RIOC6 YAIR TO OUILNI(1HE 14111111151 NITS u1DIH E GRAVEL AREA TOP or WAU O.60.01 PROPOSED NOUIDERIYAIL 151111.7(951515645101 10509 WALL01.72RI11N 10P OF WAIL 36440111O515T1 GUN 4/55/147 OF 515145 [1.61 LL/I 1 14/.Ri1:6*I 55,.11 +nr1.61.91P P10POS556 140114,5 PIPE r10M THE MID IEADRS1O111E D R0P05ID ONAIIUUE RWIHCLE SLOPE 10 Bl I1, DAMN n 0 Rdr.er'Rt vWEN+IW Wexbnd P17519d 1505 S5475947(751'5n0.6 PREVIOUSLY MPIOVID RTINECOh5M051DN *NOR 5E11910 R01N10DIVIER- 149770APE PLAN 1011 HE PMOCM1011A110 MODINICRIIWI of THIPLAIIN116MEA Jar 'POSEOtSINCIt rOTP4PEINOM f .TIC ROOF 16900051j0 I1r �fRGPOSCD ONd1y9MMQIHOIE OFMYE SLOP7TO BC 1147 I E s'• LIT05,001 nirri-ru L 115,4,1!ng V0115 • PA094505.01W11151159/41 105 OF WA1l1L.7101 511071.6051 1 1 I /k0551(75741158•,",-• PR5905755' WADE WHrWM' PROPOSED TRIM 5060110110011 111111 A 1050v1 nR 514,Htrd Yle1U.1 e Lasting [117111 { 1 Pe r4lxlsto'o Il•d7� a16L55SOddraf •1 150.114Wg'I. 0 5,1511 l�. -RPP05ED7,c D0A110N11,51,55Rnl TIG11 UI1K1011FL00RdWH5 WITHIN E0h1MIR1:161FMMr.t • RAPOSEOI1f1E1GMH W THE WORT UMI' lINE9L4 OI5I PROPOSED 5110131600.010 MOMS FROM WHEY PINE TORUIIOIIM PROPOSED 6• DMA 1'.A -E1/ 1.0a115 1• 01111rym0PAN1 PR0907005 1' 150546407611 IWP06IDLMOITIG ZONE 110 5 0 6 6 5 1111 6560 ROP01En r WI ST0EOa IURE 1011 SCREENING 1.1En6G4.If _.. 11-r. r;h In l n76 ,sI€tl5VE REMOVED. 1khN1 nl� L00ANNATEOWI511R[E WARDEILE M 1101,515[0 •51081474[[tU45TON OF PROPOSED CIOUS WMR. 110 451014 10 NE E0011111110170 5111111 1111557(11 D PW Plan gook 151 Page 1 NOT TO SCALE PLAN BOOR 350 01050001.25970 ASSESSORS' MAP 46 PAGE 1 PAGE 199 PARCEL 7 LEGEND -'-CO- EXISTING CONTOUR 311 PROPOSED CONTOUR 400 EXISTING SPOT GRADE +*•5 PROPOSED SPOT GRADE WATER SERVICE LINE - 0- OVERHEAD UTILIIY SERVICE - 0- UNDERGROUND UTILITY SERVICE GAS SERVICE UNE TEST HOLE l BORING LOCATION 51 SEPnc TANK DR DISTRIBUTION 105 SRS SOILABSORPTION SYSTEM P..... RESERVED FOR FVTORE e9. LIRLITY POLE ▪ CATCH 90.51N • FIRE HYDRANT • WELL O ORAIMAGE MANHOLE • CONCRETE BONN% FOUND -R- 109 OF BANK IIMLT OF WORK FENCE EDGE OF CLEARING BOULDER -+� VEHICLE CENTERLINE & DIRECTION FRONT TIRES PATH REAR TIRES PATH VEHICLE BODY SWEPT PATH SHEEN APPROACH FROM SOUTH 0E515E0 3.15.1021: REMOVED IfA.9RUI1Ml1GSRMI 1071; LENSED THE LRYOlf1 OF 1HE FRONT RU110111G*N LOE I1 RENSED1M06GUL G*AdNGAHO G AV1EAkf9P5 M001. THE FREE SEA TURTLE LLC & 162 UNDERPASS, LLC. qq0 P.O. BOX 444, BREWSTER MA, 02651 PROPOSED SITE PLAN- FIRE TRUCK PATHWAY 10151, 2 AND 3 AT 08162 UNDERPASS ROAD, BREWSTER MA, 02631 a.m. O'REILLY & AssocuTEsl r..£..r4.I1 kw1Pg « 154 11PRva161 El.ni.w C• 30 60 9D 4.n WM 10.54 - WM. 15 SCALE 1.5111 (1141101-101 Dme4, 84444L. 1u r± I3la sar 740 G W11o11:,Na :M.6195V•ARD'6125A. PMM05E05IE PUW ORRv6V4E.On4 14111 .091.1)41:4 AS Netsd 17d0/gb JMO 1170.61254 MIL > 1.741,' 01 2-2-2024 FIRE TRUCK SPECIFICATIONS: E-Drie Cyclone 9195 HP 951 Ck It51 6,0e 4'].8Oy1 Sie 020 400 Lea to LevIt Thee AL fin entimnd Worklne: wort Mme lee as nNEflh.4 nnON SE9.1910 WORE IILID IIKINLWS A ROY! OF S1RAW WAT11lt 70 RIMAIN MIO RC REPMRIO AS °IOC°. WETLAND DELINEATION r PAUL SHEA Di IODUwoEr ELPAROPPAELPLAECOLLYJMOPS. PORA0JNIRM IIAGS A110 A2 I. AS LDQNIOOU ]2142021 DRIILD C4115fRd0TMO11 MARRA STORME.4111 THREE (31' 20' n 15' RIIR PROPOSE° t'R2'.2' 11001 WAIL 10 DNTI ME 1NE MA IRPL MIR RIID INFGMVFLMFA 10P OF WAIL EL -E0 PROPOSED IMAM WAIL WALL SLDPEDAT 1.5 TO 1 TOP IF WAR FI.77OR IMGN(NI^ 10P OF WALL ELKRO! ILDW6T1 GULDEN BOTTOM OF WAR EMS) 11 PROPOSED 645AHAD5 PIPE FRO" THE ROO WARE RSTOI-i PROPOSED OPI AGE ! 1.011 TORE 1RM1'I IZ ksderi, V Belated W4RPM r II L A. 71-71.1i.r777--/ FL/opined Inc SF LIAphalPLntnp PRCYIOL15LYAPPROYED NP TIIC COMM6510I4 WIDER 1591920. REFER fOCHINEY LANDSCAPE PIAII FOR THC RILOERT0P1 RII6 IADDIEICATIOIE OF 1HE P W RNIG ARG 0014000/710014 Alt I �I re A 10 R1)ANINGWILL OP OF WAR 11.7101 - Pi 1094051 I PROPOSED STORES WPM t LOTS 3. FAREE4 &114 44 i oVirf'} TniAI AxeR , G4-109 ST 4Yrh,1IN1 Aiwa .- )TL SFS I I II I 1 PROPOSED S. WIDE W0V0 PROPOSED mitt. 5C COi1D IIR:R u1111 AL AL It 1 e7141OveYle nW WPIIadO C v0 C TTi nD irj 0 a _ITIN; 0',... Aped CVGPBG IWWi;EYlle'e, 004 ( � DASRn9 Culvert I � 1 11A Iil. hd.led Ngelatrd %YAM AL f RPDSI D ],Om SAI NMI Ir011KT11Rt TIGNTTANK10RRt00RDAVID WNNIII CDMRIOIC65 RAY ANA • ROPOSID Ulf ACM °F7/1 N WORE OMIT NE, u r E DTA • R0P05I P 11110104140 116 UTILMES FROM umL'roLt10 DUMDUM u...rg Pa.aRDrlrcmP PROP DS ED P. DW WATER MNlI' I OIOIIIIODIMD PRGPDIE05GII 1101.05115/11 PO5C610RDP11G EDNE MOTORED BMA: MCI ro5lD6'1ML Sr0CCIOE FEIRCIOR MINIM EobI nLGrrvel OI9nof 11017,001 SMOKE • RI 4 0, cOothRry TO RC AE/OOYEW:THTR WAROOAE FDORR1NMe0 WITH TAMARA u MORMEO . PPROIIMUTF LDCAHON OF .t_ PAOPOSEOCROSSWALC LOCATIOII 70 II COORDIIMTLDVAIH DREWSTCR O.PY7. U 30 60 90 SCALE 1-=30' G RMIOD50YPINLMOSALd.I 6121k PROf0SEOSNE PWI DWulrAGtan6 0 s 2 i' HOT TO SCAT PLAPP BOOK BS0 DEW BOOK 28878 ASSESSORS' MAP 42 PAGE 1 PAGE 199 PARCEL 7 LEGEND EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE WATER SERVICE UNE OVERHEAD UTILITY SERVICE UNDERGROUND UTIUTY SERVICE GASSERVICE LINE TEST HOLE/ PORING LOCATION SERE TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM RESERVED 106FUTURE UTILITY POLE CATCH BASIN FIRE HYDRANT WELL DRAINAGE MANHOLE CONCRETE BOUND. FOUND TOP OF BANK UMIT DF WORK FENCE EDGE OF CLEARING BOULDER VESICLE CENTERLINE & DIRECTION FRONT TIRES BATH REAR T1XES. PATH VEIIICLE BODY SWEPT PATH SHEET 5 OF 5 APPROACH FROM NORTH I MSED 1.19102.: REMOVED REARSURWNIGIRDM 1014 RERTIm IRE 1AYOIFTOF THE FRONT MUILOI4G ON LOT I: REY15C0LOIDICME GPADINGAMO GAYER MUM NEEDED THE FREE SEA TURTLE LLC & 162 UNDERPASS, LLC CJO P.O. BOX 444, BREWSTER MA, &2631 PROPOSED SITE PLAN- FIRE TRUCK PATHWAY LOTS], 2 AND 3 AT 081162 UNDERPASS ROAD, BREWSTER MA, 02631 JAL O'REIL LY & ASSOCIATES, INC. IeeDRRRIrq TMItLre.mM k load 0TMnglal Ardoso 1811 Ala Merl — ARA 00 P.O. Mx 1771 ( m. 10 ..-f Cake Arnim. W1 (6RJEMMOM IRE r 5G41 a4 40(04 5 arm( R 2.2-2024 As I: otcd IMO/1b ;MD IMO 9125° Replace traditional wallpacks with SLIMTM LED. Same footprint. Better performance. SLIMTV., 57W SLIM" Visit rabweb.com to see which models are DLCor°LCPremiutn fisted. LIGHTING RABWEB.COM • 888 722-1000 • Covers footprint of most traditional wallpacks • 37W replaces 200W MH; 57W replaces 250W MH; 62W replaces 320W MH • Easy installation with hinged access, bubble level and multiple conduit entries • Ultra -high efficiency, up to 1 1 5 Im/W • Available as cutoffs or full cutoffs • Tight -lock gasket keeps elements out • 100,000 -Hour LED lifespan Dimensions and weight r°ae°rartAt•demOr* 1P66 RATING SLIM"37W Weight: 7.5 Ibs RAB WP1 wallpack reasures 8.5"x 8.6" SLIM' 57W Weight:11 Ibs RABWP2 wallpack measures 14"x9' SLIM" 62W Weight: 13 lbs RAS WP3 walipack measures 17"x9" RAB WP4 wallpack measures 171/8"x9" Photornetrics 93' 236 mm i 2361. 9.3' 236 mm t--- 9' � >• 5' 128 mm 127mm Full cutoff models available tor all 3 wattages Note: A8 full cutoff models are9.3"high. 432mr Y 127 mm Specifications UL: Suitable for wet locations. Wall mount only. LEDs: Long -life, high -efficiency, micro -power, surface mount LEDs; binned and mixed for uniform light output and color. Lifespan: 100,000 -hour LED lifespan based on IES LM -80 results & TM -21 calculations Drivers: Constant Current, Class 2,100-277V and 480V, 50/6OHZ 37W: : 0.6A, 57W: Constant Current, Class 2,100-277V and 480V, 50/60Hz, 100-277VAC: 0.8A, 62W: Constant Current, Class 2,100-277V and 480V, 50/60Hz, 100-277VAC: 0.6A, 5000K Color Temperature Nominal Watts 37W 57W 62W Output Lumens (cutoff models) 3905 5579 6395 Lumens per Watt (cutoff models) 111 115 106 Color Accuracy (CRI) 73 73 73 40001< Color Temperature Nominal Watts 37W 57W 62W Output Lumens (cutoff models) 3873 5422 6215 Lumens per Watt (cutoff models) 112 114 106 Color Accuracy (CRI) 73 73 73 30001< Color Temperature Nominal Watts 37W 57W 62W Output Lumens (cutoff models) 3657 4977 6145 Lumens per Watt (cutoff models) 104 100 108 Color Accuracy (CRI) 71 72 72 Bi-Level Operation (Optional): Allows 5096 and 10096 output modes Cold Weather Starting: Minimum starting temperature is -40°F /-40°C Thermal Management: Superior thermal management with internal Air -Flow fins Housing: Precision die-cast aluminum housing and door frame Mounting: Die-cast back box with four (4) conduit entry points and knockout pattern for junction box or direct wall mounting. Hinged housing for hands -free installation. Cutoff Options: Full Cutoff (0°) or Cutoff (10°) Lens: Microprismatic diffusion lens for smooth and even light distribution Reflector: Specular thermoplastic Gaskets: High -temperature silicone Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contain no VOC or toxic heavy metals. Color Stability: LED color temperature warrantied not to shift more than 2001< in CCT In 5 years Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2015. Green Technology: Mercury and UV free, and RoHS compliant. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. IESNA LM -79 & LM -B0 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80, and have received the Department of Energy 'Lighting Facts' label. 37W -1 5' Mounting Height Ordering information Product Family Cutoff SLIM 57W -18' Mounting Height Color Temp Wattage Blank Cutoff (101 37 37W Blank FC Full Cutoff (0°) 57 57W N 62 62W Y 62W - 20' Mounting Height Finish Driver Options S000K Wank Bronze /BL 4000K W White /480 3000K 61 -Level 480V GRdeScofe: Multiples &Mounting Height Values Sham In Faotcandles Photometric Reports RiRa2437, MR02504 and RA802946M0050 Photocell Options /PC /PC2 /PCS /PCS2 /PCS4 120V Photocell 277V Photocell 120V Swivel Photocell 277V Swlvel Photocell 480V Swivel Photocell 1.44411.1=6 1GHTING )ate : 30 Sep 2019 'We : Enter the title here... esc : Enter the description here... For : Client's name or company... By : Your name or company... 0 Scale:' 16 32 feet Luminaire IES Filename: rab02611mod50.ies Description : SLIMFC37 (FULL CUT-OFF HOOD) CAST BROWN PAINTED METAL HOUSING, EXTRUDED 2 -PIECE DIFFUSE SIXTEEN WHITE MULTI -CHIP LIGHT EMITTING Light Loss Factor : 1.00 Number of Lamps : 16 Lamp Lumens : -1 Ims Luminaire Watts : 37 W Arrangement Magnification: 100 % 48 —40 —32 —24 1-6 0 ®'l 8 la "1 16 24 32 40 -16 -; 0 $ 16 214 I 32 40 48 5 --48 6 k8 ga 40 -32 -24 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 1 of 9 COMMERCIAL OUTDOOR RSX1 LEDArea Luminaire Specifications Catalog Number Notes Type Introduction The new RSX LED Area family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSX1 delivers 7,000 to 17,000 lumens allowing it to replace 70W to 400W HID luminaires. The RSX features an integral universal mounting mechanism that allows the luminaire to be mounted on most existing drill hole patterns. This “no-drill” solution provides significant labor savings. An easy-access door on the bottom of mounting arm allows for wiring without opening the electrical compartment. A mast arm adaptor, adjustable integral slipfitter and other mounting configurations are available. EPA (ft2@0°):0.57 ft2 (0.05 m2) Length:21.8” (55.4 cm) (SPA mount) Width:13.3” (33.8 cm) Height:3.0" (7.6 cm) Main Body 7.2” (18.4 cm) Arm Weight: (SPA mount):22.0 lbs (10.0 kg) Hit the Tab key or mouse over the page to see all interactive elements. L W H Options Finish Shipped Installed HS House-side shield 7 PE Photocontrol, button style 8,9 PER7 Seven-wire twist-lock receptacle only (no controls) 9,10,11 SF Single fuse (120, 277, 347) 5 DF Double fuse (208, 240, 480) 5 SPD20KV 20KV Surge pack (10KV standard) FAO Field adjustable output 9 DMG 0-10V dimming extend out back of housing for externalcontrol (control ordered separate) 9 Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) NLTAIR2 PIRHN nLight AIR generation 2, with Networked, Bi-Level motion/ambient sensor 9, 12, 13, 14 BAA Buy America(n) Act Compliant CCE Coastal Construction15 *Note: NLTAIR2 PIRHN with nLight Air can be used as a standalone or networked solution. Sensor coverage pattern is affected when luminaire is tilted. Shipped Separately (requires some field assembly) EGS External glare shield 7 EGFV External glare full visor (360° around light aperture) 7 BS Bird spikes 16 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White WW Ordering Information EXAMPLE: RSX1 LED P4 40K R3 MVOLT SPA DDBXD RSX1 LED Series Performance Package Color Temperature Distribution Voltage Mounting RSX1 LED P1 P2 P3 P4 30K 3000K 40K 4000K 50K 5000K R2 Type 2 Wide R3 Type 3 Wide R3S Type 3 Short R4 Type 4 Wide R4S Type 4 Short R5 Type 5 Wide 1 R5S Type 5 Short 1 AFR Automotive Front Row AFRR90 Automotive Front Row Right Rotated AFRL90 Automotive Front Row Left Rotated MVOLT (120V-277V) 2 HVOLT (347V-480V) 3 XVOLT (277V-480V) 4 (use specific voltage for options as noted) 120 3 277 5 208 3 347 5 240 3 480 5 SPA Square pole mounting (3.0" min. SQ pole for 1 at 90°, 3.5" min. SQ pole for 2, 3, 4 at 90°) RPA Round pole mounting (3.2" min. dia. RND pole for 2, 3, 4 at 90°, 3.0" min. dia. RND pole for 1 at 90°, 2 at 180°, 3 at 120°) MA Mast arm adaptor (fits 2-3/8" OD horizontal tenon) IS Adjustable slipfitter (fits 2-3/8" OD tenon) 6 WBA Wall bracket 1 WBASC Wall bracket with surface conduit box AASP Adjustable tilt arm square pole mounting 6 AARP Adjustable tilt arm round pole mounting 6 AAWB Adjustable tilt arm with wall bracket 6 AAWSC Adjustable tilt arm wall bracket and surface conduit box 6 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 2 of 9 COMMERCIAL OUTDOOR Ordering Information NOTES 1 Any Type 5 distribution, is not available with WBA. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 4 XVOLT driver not available with P1 or P2. XVOLT driver operates on any line voltage from 277V-480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE. 5 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 6 Maximum tilt is 90° above horizontal. 7 It may be ordered as an accessory. 8 Requires MVOLT or 347V. 9 Two or more of the following options cannot be combined including PE, DMG, PER7, FAO and NLTAIR2 PIRHN. (Exception: PE and FAO can be combined; also PE and DMG can be combined.) 10 Compatible with standard twist-lock photocells for dusk to dawn operation or advanced control nodes that provide 0-10V dimming signals. Wire 4/Wire 5 wired to dimming leads on driver. Wire6/Wire7 capped inside luminaire. Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 11 For units with option PER7, the mounting must be restricted to +/- 45° from horizontal aim per ANSI C136.10-2010. 12 Must be ordered with PIRHN. 13 Requires MVOLT or HVOLT. 14 Must be ordered with NLTAIR2. For additional information on PIRHN visit here. 15 CCE option not available with WBA, WBASC, AASP, AARP, AAWB, AAWBSC, EGS, EGFV and BS. 16 Must be ordered with fixture for factory pre-drilling. 17 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. Accessories Ordered and shipped separately. House Side Shield External Glare Shield External 360 Full Visor RSX1HS RSX1 House side shield (includes 1 shield) RSX1HSAFRR U RSX1 House side shield for AFR rotated optics (includes 1 shield) RSX1EGS (FINISH) U External glares hield (specify finish) RSX1EGFV (FINISH) U External glare full visor (specify finish) RSXRPA (FINISH) U RSX Universal round pole adaptor plate (specify finish) RSXWBA (FINISH) U RSX WBA wall bracket (specify finish) 1 RSXSCB (FINISH) U RSX Surface conduit box (specify finish, for use with WBA, WBA not included) DLL127F 1.5 JU Photocell -SSL twist-lock (120-277V) 17 DLL347F 1.5 CUL JU Photocell -SSL twist-lock (347V) 17 DLL480F 1.5 CUL JU Photocell -SSL twist-lock (480V) 17 DSHORT SBK U Shorting cap 17 External Shields Pole/Mounting Informatiion HANDHOLE ORIENTATION A Handhole B C D Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. RSX1 - Luminaire EPA Fixture Quantity & Mounting Configuration Single 2 @ 90 2 @ 180 3 @ 90 3 @ 120 4 @ 90 2 Side by Side 3 Side by Side 4 Side by Side Mounting Type Tilt SPA - Square Pole Adaptor 0 ° 0.57 1.03 1.05 1.52 1.36 2.03 1.31 1.7 2.26 RPA - Round Pole Adaptor 0.62 1.08 1.15 1.62 1.46 2.13 1.36 1.8 2.36 MA - Mast Arm Adaptor 0.49 0.95 0.89 1.36 1.2 1.87 1.23 1.54 2.1 IS - Integral Slipfitter AASP/AARP - Adjustable Arm Square/Round Pole 0 ° 0.57 1.03 1.05 1.52 1.36 2.03 1.31 1.7 2.26 10° 0.68 1.34 1.33 2 1.74 2.64 1.35 2.03 2.71 20° 0.87 1.71 1.73 2.56 2.26 3.42 1.75 2.62 3.49 30° 1.24 2.19 2.3 3.21 2.87 4.36 2.49 3.73 4.97 40° 1.81 2.68 2.98 3.85 3.68 5.30 3.62 5.43 7.24 45° 2.11 2.92 3.44 4.2 4.08 5.77 4.22 6.33 8.44 50° 2.31 3.17 3.72 4.52 4.44 6.26 4.62 6.94 9.25 60° 2.71 3.66 4.38 5.21 5.15 7.24 5.43 8.14 10.86 70° 2.78 3.98 4.54 5.67 5.47 7.91 5.52 8.27 11.03 80° 2.76 4.18 4.62 5.97 5.76 8.31 5.51 8.27 11.03 90° 2.73 4.25 4.64 6.11 5.91 8.47 5.45 8.18 10.97 *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data.Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 RSX POLE DRILLING RSX STANDARD ARM & ADJUSTABLE ARM 5.25” 2.65” Drilling Template Mounting Option Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 Head Location Side B Side B & D Side B & C Round Pole Only Side B, C & D Side A, B, C & D #8 Drill Nomenclature DM19AS DM28AS DM29AS DM32AS DM39AS DM49AS Tenon O.D.RSX Mounting Single 2 at 180°2 at 90°3 at 120°3 at 90°4 at 90° 2 - 3/8"RPA, AARP AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 320 AS3-5 390 AS3-5 490 2 - 7/8"RPA, AARP AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" RPA, AARP AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Round Tenon Mount - Pole Top Slipfitters Drill/Side Location by Configuration Type One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 3 of 9 COMMERCIAL OUTDOOR Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 45°C 113°F 0.96 50°C 122°F 0.95 Current (A) Performance Package System Watts (W)120V 208V 240V 277V 347V 480V P1 51W 0.42 0.25 0.21 0.19 0.14 0.11 P2 72W 0.60 0.35 0.30 0.26 0.21 0.15 P3 109W 0.91 0.52 0.45 0.39 0.31 0.23 P4 133W 1.11 0.64 0.55 0.48 0.38 0.27 Electrical Load Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.97 >0.95 >0.92 Projected LED Lumen Maintenance To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RSX Area homepage. Photometric Diagrams Isofootcandle plots for the RSX1 LED P4 40K. Distances are in units of mounting height (20’). 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 R3R3 R4R4 R5R5R2R2 LEGEND 0.1 fc 0.5 fc 1.0 fc 1.0 fc 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 AFRAFR 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ B ] - RSX2 LED P6 40K AFRL90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30752 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 15 Area > 0.5fc 8044 Page 1 of 1Template Print 7/29/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3885952 AFRL90AFRL90 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ A ] - RSX2 LED P6 40K AFRR90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30623 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 14 Area > 0.5fc 8325 Page 1 of 1Template Print 7/29/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3885952 AFRR90AFRR90 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 4 of 9 COMMERCIAL OUTDOOR Performance Data Performance Package System Watts Distribution. Type 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 51W R2 6,482 1 0 1 126 7,121 1 0 1 139 7,121 1 0 1 139 R3 6,459 1 0 2 127 7,096 1 0 2 139 7,096 1 0 2 139 R3S 6,631 1 0 1 129 7,286 1 0 2 142 7,286 1 0 2 142 R4 6,543 1 0 2 128 7,189 1 0 2 141 7,189 1 0 2 141 R4S 6,313 1 0 1 124 6,936 1 0 1 136 6,936 1 0 1 136 R5 6,631 3 0 2 130 7,286 3 0 2 143 7,286 3 0 2 143 R5S 6,807 3 0 1 133 7,479 3 0 1 147 7,479 3 0 1 147 AFR 6,473 1 0 1 127 7,112 1 0 1 139 7,112 1 0 1 139 AFRR90 6,535 2 0 2 127 7,179 2 0 2 140 7,179 2 0 2 140 AFRL90 6,562 2 0 1 128 7,210 2 0 2 140 7,210 2 0 2 140 P2 72W R2 8,991 2 0 1 123 9,878 2 0 1 135 9,878 2 0 1 135 R3 8,959 2 0 2 124 9,843 2 0 2 137 9,843 2 0 2 137 R3S 9,198 2 0 2 126 10,106 2 0 2 139 10,106 2 0 2 139 R4 9,077 2 0 2 126 9,972 2 0 2 139 9,972 2 0 2 139 R4S 8,757 1 0 2 122 9,622 2 0 2 134 9,622 2 0 2 134 R5 9,198 4 0 2 128 10,106 4 0 2 140 10,106 4 0 2 140 R5S 9,443 3 0 1 131 10,374 3 0 1 144 10,374 3 0 1 144 AFR 8,979 2 0 1 125 9,865 2 0 1 137 9,865 2 0 1 137 AFRR90 9,064 3 0 2 124 9,959 3 0 2 137 9,959 3 0 2 137 AFRL90 9,102 3 0 2 125 10,001 3 0 2 137 10,001 3 0 2 137 P3 109W R2 12,808 2 0 1 117 14,072 2 0 2 129 14,072 2 0 2 129 R3 12,763 2 0 2 117 14,023 2 0 2 129 14,023 2 0 2 129 R3S 13,104 2 0 2 120 14,397 2 0 2 132 14,397 2 0 2 132 R4 12,930 2 0 2 119 14,206 2 0 2 130 14,206 2 0 2 130 R4S 12,475 2 0 2 114 13,707 2 0 2 126 13,707 2 0 2 126 R5 13,104 4 0 2 120 14,397 4 0 2 132 14,397 4 0 2 132 R5S 13,452 3 0 2 123 14,779 3 0 2 136 14,779 3 0 2 136 AFR 12,791 2 0 1 117 14,053 2 0 2 129 14,053 2 0 2 129 AFRR90 12,913 3 0 3 118 14,187 3 0 3 130 14,187 3 0 3 130 AFRL90 12,967 3 0 2 118 14,247 3 0 3 130 14,247 3 0 3 130 P4 133W R2 14,943 2 0 2 112 16,417 2 0 2 123 16,417 2 0 2 123 R3 14,890 2 0 3 112 16,360 2 0 3 123 16,360 2 0 3 123 R3S 15,287 2 0 2 115 16,796 2 0 2 126 16,796 2 0 2 126 R4 15,085 2 0 3 113 16,574 2 0 3 125 16,574 2 0 3 125 R4S 14,554 2 0 2 109 15,991 2 0 2 120 15,991 2 0 2 120 R5 15,287 4 0 2 115 16,796 4 0 2 126 16,796 4 0 2 126 R5S 15,693 4 0 2 118 17,242 4 0 2 130 17,242 4 0 2 130 AFR 14,923 2 0 2 112 16,395 2 0 2 123 16,395 2 0 2 123 AFRR90 15,065 3 0 3 113 16,551 3 0 3 124 16,551 3 0 3 124 AFRL90 15,128 3 0 3 114 16,621 3 0 3 125 16,621 3 0 3 125 Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 5 of 9 COMMERCIAL OUTDOOR Dimensions & Weights L W H Length: 22.8” (57.9 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.2” (18.4 cm) Arm RSX1 with Round Pole Adapter (RPA) Note: RPA — Round Pole mount can also be used to mount on square poles by omitting the round pole adapter plate shown here. L W H Length: 23.2” (59.1 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 3.5” (8.9 cm) Arm RSX1 with Mast Arm Adapter (MA) 7/16" locking thru bolt/nut provided L W H Length: 20.7” (52.7 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.6” (19.3 cm) Arm RSX1 with Adjustable Slipfitter (IS) 7/8" KO - fits 1/2" NPT water- tight fitting Luminaire Weight by Mounting Type Mounting Configuration Total Luminaire Weight SPA 22 lbs RPA 24 lbs MA 22 lbs WBA 25 lbs WBASC 28 lbs IS 25 lbs AASP 25 lbs AARP 27 lbs AAWB 28 lbs AAWSC 31 lbs One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 6 of 9 COMMERCIAL OUTDOOR Dimensions L W H Length: 23.6" (59.9 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 8.9” (22.6 cm) Arm RSX1 with Wall Bracket (WBA) Wall Bracket (WBA) Mounting Detail 4.5 7.0 L W H Length: 25.3” (64.3 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 9.2” (23.4 cm) Arm RSX1 with Wall Bracket with Surface Conduit Box (WBASC) 3/4" NPT taps with plugs - Qty (4) provided Surface Conduit Box (SCB) Mounting Detail 4.4 7.0 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 7 of 9 COMMERCIAL OUTDOOR Dimensions L W H Length: 25.3” (65.3 cm) AASP 26.3” (66.8 cm) AARP Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.2” (18.2 cm) Arm RSX1 with Adjustable Tilt Arm - Square or Round Pole (AASP or AARP) NOTE: RPA - Round Pole mount can also be used to mount on square poles by omitting the round pole adapter plate shown here. 7/8" KO - fits 1/2" NPT water- tight fitting Notes AASP: Requires 3.0" min. square pole for 1 at 90°. Requires 3.5" min. square pole for mounting 2, 3, 4 at 90°. AARP: Requires 3.2" min. dia. round pole for 2, 3, 4 at 90°. Requires 3.0" min. dia. round pole for mounting 1 at 90°, 2 at 180°, 3 at 120°. L W H Length: 27.1” (68.8 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 8.9” (22.6 cm) Arm RSX1 with Adjustable Tilt Arm with Wall Bracket (AAWB) Wall Bracket (WBA) Mounting Detail 4.5 7.0 7/8" KO - fits 1/2" NPT water- tight fitting One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 8 of 9 COMMERCIAL OUTDOOR Dimensions L W H Length: 28.8” (73.2 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 9.2” (23.4 cm) Arm RSX1 with Adjustable Tilt Arm with Wall Bracket and Surface Conduit Box (AAWSC) Surface Conduit Box (SCB) Mounting Detail 4.4 7.0 3/4" NPT taps with plugs - Qty (4) provided 7/8" KO - fits 1/2" NPT water- tight fitting Automotive Front Row - Rotated Optics (AFRL90/R90) AFRR90 AFRL90 (Example: 2@180 - arrows indicate direction of light exiting the luminaire) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 9 of 9 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The RSX LED area family is designed to provide a long-lasting, energy-efficient solution for the one- for-one replacement of existing metal halide or high pressure sodium lighting. The RSX1 delivers 7,000 to 17,000 lumens and is ideal for replacing 70W to 400W HID pole-mounted luminaires in parking lots and other area lighting applications. CONSTRUCTION The RSX LED area luminaire features a rugged die-cast aluminum main body that uses heat- dissipating fins and flow-through venting to provide optimal thermal management that both enhances LED performance and extends component life. Integral “no drill” mounting arm allows the luminaire to be mounted on existing pole drillings, greatly reducing installation labor. The light engines and housing are sealed against moisture and environmental contaminants to IP66. The low-profile design results in a low EPA, allowing pole optimization. All mountings are rated for minimum 1.5 G vibration load per ANSI C136.31. 3G Mountings: Include SPA, RPA, MA, IS, AASP, and AARP rated for 3G vibration. 1.5G Mountings: Include WBA, WBASC, AAWB and AAWSC rated for 1.5G vibration. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures superior adhesion as well as a minimum finish thickness of 3 mils. The result is a high-quality finish that is warrantied not to crack or peel. COASTAL CONSTRUCTION (CCE) ptional corrosion resistant construction is engineered with added corrosion rotection in materials and/or pre-treatment of base material under superÝurable paint. Provides additional corrosion protection for applications nearÜoastal areas. Finish is salt spray tested to over 5,000 hours per ASTM B117 with cribe rating of 10. Additional lead-times apply. OPTICS Precision acrylic refractive lenses are engineered for superior application efficiency, distributing the light to where it is needed most. Available in short and wide pattern distributions including Type 2, Type 3, Type 3S, Type 4, Type 4S, Type 5, Type 5S, AFR (Automotive Front Row), and AFR rotated AFRR90 and ARFL90. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted on metal-core circuit boards and aluminum heat sinks to maximize heat dissipation. Light engines are IP66 rated. LED lumen maintenance is >L92/100,000 hours. CCT’s of 3000K, 4000K and 5000K (minimum 70 CRI) are available. Fixtures ship standard with 0-10v dimming driver. Class 1 electronic drivers ensure system power factor >90% and THD <20%. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The RSX LED area luminaire has a wide assortment of control options. Dusk to dawn controls include MVOLT and 347V button-type photocells and NEMA twist-lock photocell receptacles. nLIGHT AIR CONTROLS The RSX LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing with photocontrol functionality and is suitable for mounting heights up to 40 feet. No commissioning is required when using factory default settings that provide basic stand-alone motion occupancy dimming that is switched on and off with a built-in photocell. See chart above for motion sensor default out-of-box settings. For more advanced wireless functionality, such as group dimming, nLight AIR can be commissioned using a smartphone and the easy-to- use CLAIRITY app. nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Integral “no-drill” mounting arm allows for fast, easy mounting using existing pole drillings. Select the “SPA” option for square poles and the “RPA” option to mount to round poles. Note, the RPA mount can also be used for mounting to square poles by omitting the RPA adapter plate. Select the “MA” option to attach the luminaire to a 2 3/8” horizontal mast arm or the “IS” option for an adjustable slipfitter that mounts on a 2 3/8” OD tenon. The adjustable slipfitter has an integral junction box and offers easy installation. Can be tilted up to 90° above horizontal. Additional mountings are available including a wall bracket, adjustable tilt arm for direct-to-pole and wall and a surface conduit box for wall mount applications. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. U.S. Patent No. D882, 146S BUY AMERICAN ACT Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT regulations. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. nLight Control - Sensor Coverage and Settings Motion Sensor Default Settings - Option PIRHN Option Dimmed State (unoccupied) High Level (when occupied) Photocell Operation Dwell Time (occupancy time delay) Ramp-up Time (from unoccupied to occupied) Ramp-down Time (from occupied to unoccupied) NLTAIR2 PIRHN Approx. 30% Output 100% Output Enabled @ 1.5FC 7.5 minutes 3 seconds 5 minutes nLight Sensor Coverage Pattern NLTAIR2 PIRHN Top Side *Note: NLTAIR2 PIRHN default settings including photocell set-point, high/low dim rates, and occupancy sensor time delay are all configurable using the Clairity Pro App. Sensor coverage pattern shown with luminaire at 0°. Sensor coverage pattern is affected when luminaire is titled. Engineers Scientists Planners Designers 101 Walnut Street, PO Box 9151, Watertown, Massachusetts 02471 P 617.924.1770 F 617.924.2286 www.vhb.com \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx To: Town of Brewster Date: March 29, 2024 Project #: 15934.00 From: Randall Hart, Principal Re: Proposed Commercial Development Traffic Assessment Introduction On behalf of the Proponent, Vanasse Hangen Brustlin, Inc. (VHB) has prepared a transportation assessment of the proposed Commercial Development to be located at 162 Underpass Road in Brewster, Massachusetts. The following memo provides review of existing accident history along Underpass Road at the proposed site driveway and adjacent intersections, projections of traffic for the subdivision proposed, and review of site distance for the proposed driveway, future condition operational analyses of the driveway, and a proposed traffic demand management initiative for the site. Crash Summary A detailed crash analysis was conducted to identify potential vehicle accident trends and/or roadway deficiencies in the immediate area of the proposed site driveway. The most current vehicle accident data for the traffic study area intersections were obtained from MassDOT for the years 2015 to 2020. The MassDOT database is comprised of crash data from the Massachusetts Registry of Motor Vehicles (RMV) Division primarily for use in traffic studies and safety evaluations. Data files are provided for an entire city or town for an entire year, though it is possible that some crash records may be omitted either due to individual crashes not being reported, or the city crash records not being provided in a compatible format for RMV use. Crash rates are calculated based on the number of accidents at an intersection and the volume of traffic traveling through that intersection on a daily basis. Rates that exceed MassDOT’s average for accidents at intersections in the MassDOT district in which the town or city is located could indicate safety or geometric issues for a particular intersection. For our study area, the calculated crash rates for the study area intersections were compared to the MassDOT District 5 (the MassDOT district for Brewster) average. The current MassDOT average crash rate for unsignalized and signalized intersections in District 5 is 0.57 and 0.75 crashes per million entering vehicles, respectively. In other words, on average, 0.57 crashes occurred per million vehicles entering unsignalized intersections throughout District 5. No crashes were reported at the intersections of Underpass Road at Sara Ann Lane, Underpass Road at Site Driveway, or on Underpass Road in between Sara Ann Lane and the Site Driveway. Town of Brewster Ref: 15934.00 March 29, 2024 Page 2 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx Highway Safety Improvement Program In addition to calculating the crash rate, study area intersections should also be reviewed in the MassDOT’s Highway Safety Improvement Program (HSIP) database. An HSIP-eligible cluster is one in which the total number of “equivalent property damage only“1 crashes in the area is within the top 5% of all clusters in that region. Being HSIP- eligible makes the location eligible for FHWA and MassDOT funds to address the identified safety issues at these locations. As part of this effort, VHB reviewed this database and found that the intersections referenced above are not HSIP locations. Trip Generation The rate at which any development generates traffic is dependent upon a number of factors such as size, location, and concentration of surrounding developments. The site is currently vacant. The proposed development consists of two lots, each with one building. The north lots building is proposed to have five contractor bays at 1,000 square feet each, and one single family attached apartment. The south building is proposed to have three upstairs business units totaling 2,592 square feet and will be used for retail, business office and services or artist galleries. There will be one downstairs unit containing a fast casual restaurant with 3,300 square feet or 75 seats. Trip generation estimates for the proposed use were projected using trip generation rates published by the Institute of Transportation Engineers (ITE) Trip Generation, 11th Edition 2. The number of vehicle-trips generated by the residential units were estimated based on ITE LUC 215 (Single-Family Attached Housing), the number of vehicle-trips generated by the restaurant were estimated based on ITE LUC 930 (Fast Casual Restaurant), and the number of vehicle-trips generated by the retail portion were estimated based on ITE LUC 822 (Strip Retail Plaza). The estimated trip generation for the proposed project is presented below in Table 1. 1 “Equivalent property damage only” is a method of combining the number of crashes with the severity of the crashes based on a weighted scale. Crashes involving property damage only are reported at a minimal level of importance, while collisions involving personal injury (or fatalities) are weighted more heavily. 2 Trip Generation, 11th Edition, Institute of Transportation Engineers, Washington D.C., 2021. Town of Brewster Ref: 15934.00 March 29, 2024 Page 3 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx Table 1 Trip Generation Summary Residential Vehicle Trips a Retail Vehicle Trips b Fast Casual Restaurant Vehicle Trips c Contractor Bays d New Vehicle Trips Weekday Morning Peak Hour Enter - 4 2 6 12 Exit 1 2 3 2 8 Total 1 6 5 8 20 Weekday Evening Peak Hour Enter 1 9 23 3 36 Exit - 9 19 7 35 Total 1 18 41 10 70 Saturday Midday Peak Hour Enter - 9 59 6 74 Exit 1 8 44 2 55 Total 1 17 108 8 133 a. Trip Generation estimate based ITE LUC 215 (Single Family Attached Housing) for 1 unit. b. Trip Generation estimate based on ITE LUC 822 Strip Retail Plaza (<40k) with 2,592 square feet. c. Trip Generation estimate based on ITE LUC 930 Fast Casual Restaurant with 3,300 square feet. d. Five contractor bays 1,000 sf each based on ITE LUC .180 Specialty Contractor. Data for Sat is not available, assumed AM peak volumes for that period (likely conservative) As shown in Table 1, the development is expected to generate approximately 20trips (12 entering/ 8 exiting) during the weekday morning peak hour, 70 trips (36 entering/ 35 exiting) during the evening peak hour, and 133 trips (67 entering/ 55 exiting) during the Saturday midday peak hour. As noted below, the project will include a transportation demand management program for the site which will attempt to reduce reliance on single occupancy motor vehicle access to the site. While these initiatives are likely to lessen the actual traffic generation to the proposed facility, no Town of Brewster Ref: 15934.00 March 29, 2024 Page 4 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx credit has been taken in the trip generation estimates or the operational analysis provided below. This represents a conservative approach to reviewing potential project impacts. Town of Brewster Ref: 15934.00 March 29, 2024 Page 5 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx Site Driveway Intersection Capacity Analysis VHB conducted capacity analyses at the site driveway for the 2025 Build Condition in order to analyze the Level of Service (LOS). A 2025 Build Condition was developed using February 2023 Automatic Traffic Recorder (ATR) data along Underpass Road for a weekday and adjusted to reflect peak summer traffic conditions for Cape Cod. Saturday ATR data was not previously collected along Underpass Road. However, review of data at nearby permanent count stations on Route 124 (Harwich Road) south of Route 137, Route 137 (Long Pond Road) west of Route 124 (both approximately 1 mile southwest of the site) had both weekday and Saturday data which was reviewed. Traffic counts for average weekdays were compared to Saturday counts in August 2023 from the permanent count stations, and it was determined that Saturday data was slightly lower than weekday data for both of these locations. To provide a conservative LOS analysis for this project – weekday pm traffic data for Underpass Road was used as an estimate for Saturday midday traffic volumes at the driveway as the weekday data was observed to be higher than typical Saturday. This results in a highly conservative assessment of Saturday midday driveway operations. The nearby permanent count station data is provided in the appendix for reference. The 2023 data was then grown to 2025 to reflect a future build year. The ITE Trip Generation entering and exiting volumes were then added to the 2025 future build condition. The evaluation criteria used to analyze area intersections in this traffic study are based on the percentile delay method for signalized intersections and the Highway Capacity Manual (HCM), 6th Edition 3 for unsignalized intersections. The term ‘Level of Service’ (LOS) is used to denote the different operating conditions that occur on a given roadway segment under various traffic volume loads. It is a qualitative measure that considers several factors including roadway geometry, speed, travel delay and freedom to maneuver. LOS provides an index to the operational qualities of a roadway segment or an intersection. LOS designations range from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating conditions. In addition to LOS, two other measures of effectiveness (MOEs) are typically used to quantify the traffic operations at intersections; volume-to-capacity ratio (v/c) and delay (expressed in seconds per vehicle). For example, an existing v/c ratio of 0.90 for an intersection indicates that the intersection is operating at 90-percent of its available capacity. A delay of 15 seconds for a particular vehicular movement or approach indicates that vehicles on the movement or approach will experience an average additional travel time of 15 seconds. For a given LOS letter designation there may be a wide range of values for both v/c ratios and delay. Comparison of intersection capacity results therefore requires that, in addition to the LOS, the other MOEs should also be considered. The LOS designations, which are based on delay, are reported differently for signalized and unsignalized intersections. For signalized intersections, the analysis considers the operation of all traffic entering the intersection and the LOS designation is for overall conditions at the intersection. For unsignalized intersections, however, the analysis assumes that traffic on the mainline is not affected by traffic on the side streets. Thus, the LOS designation is for the critical movement exiting the side street, which is generally the left turn out of the side street or site driveway. Table 2 shows the LOS criteria for both signalized intersections and unsignalized intersections. It should be noted that the analytical methodologies typically used for the analysis of unsignalized intersections use conservative analysis parameters, such as long critical gaps. Actual field observations indicate that drivers on minor streets generally accept shorter gaps in traffic than those used in the analysis procedures and therefore experience less delay than reported by the analysis software. The analysis methodologies also do not fully take into account the 3 Highway Capacity Manual, 6th Edition, Transportation Research Board, Washington, D.C., 2016. Town of Brewster Ref: 15934.00 March 29, 2024 Page 6 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx beneficial grouping effects caused by nearby signalized intersections. The net effect of these analysis procedures is the over-estimation of calculated delays at unsignalized intersections in the study area. Cautious judgment should therefore be exercised when interpreting the capacity analysis results at unsignalized intersections. Town of Brewster Ref: 15934.00 March 29, 2024 Page 7 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx Table 2 Level-of-Service Criteria Level of Service Delay – Signalized Intersection Delay – Unsignalized Intersection A 0 to 10 seconds 0 to 10 seconds B 10 to 20 seconds 10 to 15 seconds C 20 to 35 seconds 15 to 25 seconds D 35 to 55 seconds 25 to 35 seconds E 55 to 80 seconds 35 to 50 seconds F Greater than 80 seconds Greater than 50 seconds Source: Highway Capacity Manual, 6th Edition. Capacity Analysis results for the Site Driveway at Underpass Road are shown in Table 3 below. Table 3 Unsignalized Intersection Capacity Analysis (Peak Summer Season) Location / Movement 2025 Build Conditions D a v/c b Del c LOS d 95 Q e Underpass Road at Site Driveway Weekday Morning EB L/R 10 0.02 10 B 0 NB L 5 0.00 8 A 0 Weekday Evening EB L/R 40 0.07 12 B 5 NB L 20 0.02 8 A 3 Saturday Midday EB L/R 60 0.12 12 B 10 NB L 35 0.03 8 A 3 a Demand b Volume to capacity ratio. c Average total delay, in seconds per vehicle. d Level-of-service. e 95th percentile queue, in feet. # 95th percentile volume exceeds capacity, queue may be longer. m Volume for 95th percentile queue is metered by upstream signal. As shown in Table 3, all movements at the study area intersection operate at LOS B or better during the critical weekday morning, weekday evening, and Saturday midday peak hours for the 2025 Build Conditions. Sight Distance Access to the site is proposed via a single access driveway off Underpass Road north of Sara Ann Lane. Town of Brewster Ref: 15934.00 March 29, 2024 Page 8 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx VHB conducted a sight distance analysis, conforming to guidelines of the American Association of State Highway and Transportation Officials (AASHTO)4, at the location of the proposed site driveway at 162 Underpass Lane. Sight distance is generally divided into two categories: Stopping Sight Distance (SSD) and Intersection Sight Distance (ISD). Stopping Sight Distance (SSD) is the distance required for a vehicle approaching an intersection from either direction to perceive, react and come to a complete stop before colliding with an object in the road, in this case the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. Intersection Sight Distance (ISD) is based on the time required for perception, reaction, and completion of the desired critical exiting maneuver once the driver on a minor street or driveway approach decided to execute the maneuver. Calculation for the critical ISD includes the time to (1) turn left, and to clear the half of the intersection without conflicting with the vehicles approaching from the left; and (2) accelerate to the operating speed of the roadway without causing approaching vehicles to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. Essentially, while SSD is the minimum distance needed to avoid collisions, ISD is the minimum distance needed so that mainline motorists will not have to substantially reduce their speed due to turning vehicles. To maintain the safe operation of an unsignalized intersection, ISD only needs to be equal to the stopping sight distance, though it is desirable to meet ISD requirements by themselves. To calculate the required SSD and ISD at the proposed unsignalized Site driveway intersections, a 40 miles-per-hour (mph) design speed was used based on the observed speed limit. Table 4 summarizes the sight distance analysis. Table 4 Sight Distance Analysis Summary Stopping Sight Distance (ft) a Intersection Sight Distance (ft) a Traveling Required Measured Turning Desired Measured Underpass Road at Site Driveway Northbound 325 330+ Looking Left 465 >500+ Southbound 295 >500+ Looking Right 395 285+ a Based on guidelines established in A Policy on the Geometric Design of Highways and Streets, Seventh Edition(2nd Printing), American Association of State Highway and Transportation Officials (AASHTO), an observed 85th percentile speed of 42 mph NB and 41 mph SB was used (based on a February 2023 ATR conducted at the site driveway) As shown in Table 3, the minimum stopping sight distance (SSD), meets or exceeds the minimum requirements. It should be noted that meeting or exceeding SSD is necessary for sight distance to ensure adequate sight lines are available. As shown in the table, the desirable intersection sight distance (ISD) is met for looking left but not looking right. Meeting ISD is desirable but not necessarily a requirement. The ISD is not met for the right-turn condition due to horizonal curvature in the roadway. To the south of the driveway there is currently some vegetation and overhanging trees that will eventually have an influence on the sight distance. With that in mind, we suggest the area be trimmed back including the overhanging tree canopies. In addition, to raise awareness of the proposed driveway as well as the driveway to the north on the east side of the street, VHB recommends the installation of intersection ahead signage on the northbound approach. The sign should be placed per M.U.T.C.D guidelines. 4 A Policy on the Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials, 2011. Town of Brewster Ref: 15934.00 March 29, 2024 Page 9 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx Sidewalk and Crosswalk VHB has been told that the town is requesting that the proponent construct a sidewalk along the site frontage and a crosswalk across Underpass Road to the sidewalk that exists on the east side of the roadway. With this in mind, VHB has assessed the potential location of a crosswalk given the vertical curves in the roadway. Based on in field measurements and review of geometry, it appears that the most appropriate place for a crosswalk is at the northwest corner of Sara Ann Lane which is at the crest of the vertical curve (shown below). Review of sight distance in this area suggests that good visibility is available in both directions for both ISD and SSD. The approximately values are presented in Table 5 below. Table 5 Sight Distance Analysis Summary Stopping Sight Distance (ft) a Intersection Sight Distance (ft) a Traveling Required Measured Turning Desired Measured Underpass Road at Site Driveway Northbound 325 >1,000+ Looking Left 465 >1,000+ Southbound 295 >1,000+ Looking Right 395 >1,000+ a Based on guidelines established in A Policy on the Geometric Design of Highways and Streets, Seventh Edition(2nd Printing), American Association of State Highway and Transportation Officials (AASHTO), an observed 85th percentile speed of 42 mph NB and 41 mph SB was used (based on a February 2023 ATR conducted at the site driveway) Town of Brewster Ref: 15934.00 March 29, 2024 Page 10 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx The location of the crosswalk will need to be approved by the Town of Brewster and all pavement markings and signage will need to conform to the M.U.T.C.D guidelines. Trimming of brush in the sight line quadrants and overhead should be performed regularly to ensure that sight lines are maintained in the future. Transportation Demand Management Plan (TDM) Implementation of Traffic Demand Measures (TDM) will offer alternatives to traveling in single occupancy vehicles to arrive and depart the site. This is geared toward reducing traffic and parking demand on the Site. As part of the proposed project, the following TDM measures will be implemented on Site: • Establish a Transportation Demand Management (TDM) Program coordinator that will be responsible for the program as well as surveys of programs identified below. • Upon moving in, all tenants will be provided a welcome package that will include descriptions of all TDM initiatives that are offered on-site. This will include a map of existing pedestrian and bicycle infrastructure in the area. • Bike Racks will be provided in a central location on-site. • Implement an onsite car-pool rideshare program with guaranteed ride home for employees. • By virtue of the variety of uses on site, varied work hours would be expected by the various uses. • Pending approval of the project, a TDM Implementation Plan will be developed for use by the transportation coordinator. Town of Brewster Ref: 15934.00 March 29, 2024 Page 11 \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\docs\memos\March 29 Update\Traffic Memo 3 29 24.docx Attachments Appendix Proposed Site Plan Appendix Trip Generation ITE TRIP GENERATION WORKSHEET (11th Edition, Updated 2021) LANDUSE:Specialty Trade Contractor LANDUSE CODE:180 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:FLOOR AREA (KSF):5.00 JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 20 --9.82 3.00 43.33 6.000 1.458 12.000 50%50% AM PEAK OF GENERATOR 20 --1.98 0.47 11.25 6.000 1.458 12.000 77%23% PM PEAK OF GENERATOR 20 --2.18 0.85 10.83 6.000 1.458 12.000 38%62% AM PEAK (ADJACENT ST)20 --1.66 0.12 9.17 6.000 1.458 12.000 74%26% PM PEAK (ADJACENT ST)19 --1.93 0.38 10.83 6.000 1.458 12.000 32%68% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 50 25 25 ------ AM PEAK OF GENERATOR 10 8 2 ------ PM PEAK OF GENERATOR 11 4 7 ------ AM PEAK (ADJACENT ST)8 6 2 ------ PM PEAK (ADJACENT ST)10 3 7 ------ RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -------------------- PEAK OF GENERATOR -------------------- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY ------------ PEAK OF GENERATOR ------------ RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -------------------- PEAK OF GENERATOR -------------------- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY ------------ PEAK OF GENERATOR ------------ Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY ITE TRIP GENERATION WORKSHEET (11th Edition, Updated 2021) LANDUSE:Single-Family Attached Housing LANDUSE CODE:215 Independent Variable --- Number of Units SETTING/LOCATION:General Urban / Suburban JOB NAME:1 units JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 22 0.94 7.20 4.70 10.97 120 8 585 50%50% AM PEAK OF GENERATOR 31 0.91 0.55 0.35 0.97 110 8 452 25%75% PM PEAK OF GENERATOR 34 0.87 0.61 0.29 1.25 110 8 452 62%38% AM PEAK (ADJACENT ST)46 0.92 0.48 0.12 0.74 135 8 700 25%75% PM PEAK (ADJACENT ST)51 0.91 0.57 0.17 1.25 136 8 700 59%41% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 7 4 4 -43 -21 -21 AM PEAK OF GENERATOR 1 0 0 1 0 1 PM PEAK OF GENERATOR 1 0 0 1 1 0 AM PEAK (ADJACENT ST)0 0 0 -5 -1 -4 PM PEAK (ADJACENT ST)1 0 0 -3 -2 -1 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 0.91 8.76 6.75 11.40 100 48 147 50%50% PEAK OF GENERATOR 7 0.91 0.57 0.46 0.93 182 48 462 48%52% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 9 4 4 -431 -216 -216 PEAK OF GENERATOR 1 0 0 2 1 1 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 5 0.93 7.17 5.52 8.41 100 48 147 50%50% PEAK OF GENERATOR 5 0.83 0.79 0.54 1.07 100 48 147 N/A N/A TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 7 4 4 -252 -126 -126 PEAK OF GENERATOR 1 N/A N/A 12 N/A N/A Directional Distribution WEEKDAY Directional Distribution SATURDAY Directional Distribution SUNDAY ITE TRIP GENERATION WORKSHEET (11th Edition, Updated 2021) LANDUSE:Strip Retail Plaza (<40k) LANDUSE CODE:822 Independent Variable --- SETTING/LOCATION:General Urban/Suburban JOB NAME:FLOOR AREA (KSF):2.590 JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 4 0.96 54.45 47.86 65.07 19 9 35 50%50% AM PEAK OF GENERATOR 6 --7.60 2.40 21.30 16 8 24 50%50% PM PEAK OF GENERATOR 5 --13.24 6.27 24.11 16 8 24 54%46% AM PEAK (ADJACENT ST)5 0.57 2.36 1.60 3.73 18 9 35 60%40% PM PEAK (ADJACENT ST)25 0.56 6.59 2.81 15.20 21 3 39 50%50% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 142 71 71 340 170 170 AM PEAK OF GENERATOR 20 10 10 ------ PM PEAK OF GENERATOR 34 19 16 ------ AM PEAK (ADJACENT ST)6 4 2 12 7 5 PM PEAK (ADJACENT ST)18 9 9 30 15 15 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -------------------- PEAK OF GENERATOR 12 --6.57 1.88 14.23 27 8 39 51%49% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY ------------ PEAK OF GENERATOR 17 9 8 ------ RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -------------------- PEAK OF GENERATOR -------------------- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY ------------ PEAK OF GENERATOR ------------ Directional Distribution Directional Distribution Directional Distribution WEEKDAY SATURDAY SUNDAY ITE TRIP GENERATION WORKSHEET (11th Edition, Updated 2021) LANDUSE:Fast Casual Restaurant LANDUSE CODE:930 Independent Variable --- 1,000 Sq. Feet Gross Floor Area SETTING/LOCATION:General Urban/Suburban JOB NAME:FLOOR AREA (KSF):3.3 JOB NUMBER: RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY 1 -- 97.14 97.14 97.14 1.40 1.40 1.40 50% 50% AM PEAK OF GENERATOR 1 -- 5.71 5.71 5.71 1.40 1.40 1.40 63% 37% PM PEAK OF GENERATOR 1 -- 18.57 18.57 18.57 1.40 1.40 1.40 62% 38% AM PEAK (ADJACENT ST) 1 -- 1.43 1.43 1.43 1.40 1.40 1.40 50% 50% PM PEAK (ADJACENT ST) 15 0.65 12.55 5.94 27.40 3.00 1.40 5.02 55% 45% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 321 160 160 -- -- -- AM PEAK OF GENERATOR 19 12 7 -- -- -- PM PEAK OF GENERATOR 61 38 23 -- -- -- AM PEAK (ADJACENT ST)5 2.360 2.36 -- -- -- PM PEAK (ADJACENT ST)41 23 19 43 24 19 RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR 2 -- 32.64 32.26 33.00 5.00 4.65 5.00 55% 45% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY -- -- -- -- -- -- PEAK OF GENERATOR 108 59 48 -- -- -- RATES:Total Trip Ends Independent Variable Range # Studies R^2 Average Low High Average Low High Enter Exit DAILY -- -- -- -- -- -- -- -- -- -- PEAK OF GENERATOR -- -- -- -- -- -- -- -- -- -- TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY -- -- -- -- -- -- PEAK OF GENERATOR -- -- -- -- -- -- Directional Distribution WEEKDAY Directional Distribution SATURDAY Directional Distribution SUNDAY Appendix Intersection Capacity Analysis Appendix Nearby Permanent Count Station Data Location ID: 7143 Harwich Road south of Route 137 Tuesday (8/22/2023)Wednesday (8/23/2023)Weekday Average Saturday (8/26/2023) 3506 3631 3568.5 3244 Location ID: 7142 Route 137 (Long Pond Road) west of Route 124 Tuesday (8/22/2023)Wednesday (8/23/2023)Weekday Average Saturday (8/26/2023) 3970 3872 3921 3562 Location ID Start Date 8/26/2023 Type End Date 8/27/2023 Functiona l Class Start Time 12:00 PM Located On End Time 12:00 PM WEST OF Direction Direction Notes Communi ty Count Source MPO_ID File Name HPMS ID Weather Agency Study Owner tdcms QC Status Accepted 1st 2nd 3rd 4th 00:00 - 01:00 3 4 2 5 14 01:00 - 02:00 3 2 1 1 7 02:00 - 03:00 1 3 3 2 9 03:00 - 04:00 0 0 2 1 3 04:00 - 05:00 0 2 0 4 6 05:00 - 06:00 2 2 3 5 12 06:00 - 07:00 14 7 8 27 56 07:00 - 08:00 18 18 26 25 87 08:00 - 09:00 53 65 43 35 196 09:00 - 10:00 40 58 74 93 265 10:00 - 11:00 66 43 70 63 242 11:00 - 12:00 75 70 84 98 327 12:00 - 13:00 83 90 84 73 330 13:00 - 14:00 89 95 87 79 350 14:00 - 15:00 74 104 85 80 343 15:00 - 16:00 78 76 86 73 313 16:00 - 17:00 76 65 53 71 265 17:00 - 18:00 68 60 46 50 224 18:00 - 19:00 52 47 40 24 163 19:00 - 20:00 39 36 36 25 136 20:00 - 21:00 17 21 22 23 83 21:00 - 22:00 17 13 8 13 51 22:00 - 23:00 16 17 13 10 56 23:00 - 24:00 6 9 5 4 24 TOTAL 3562 Massachusetts Highway Department Location Info Count Data Info 7142 I-SECTION 4 LONG POND ROAD Rt 124 2-WAY Brewster 41000203560 Interval: 15 mins Time 15 Min Hourly Count Location ID Start Date 8/23/2023 Type End Date 8/24/2023 Functiona l Class Start Time 12:00 PM Located On End Time 12:00 PM WEST OF Direction Direction Notes Communi ty Count Source MPO_ID File Name HPMS ID Weather Agency Study Owner tdcms QC Status Accepted 1st 2nd 3rd 4th 00:00 - 01:00 1 3 4 2 10 01:00 - 02:00 0 1 0 0 1 02:00 - 03:00 0 1 1 2 4 03:00 - 04:00 2 0 1 1 4 04:00 - 05:00 0 0 1 5 6 05:00 - 06:00 7 5 5 13 30 06:00 - 07:00 6 10 17 25 58 07:00 - 08:00 26 51 52 57 186 08:00 - 09:00 52 61 78 75 266 09:00 - 10:00 65 65 66 67 263 10:00 - 11:00 67 83 91 84 325 11:00 - 12:00 88 75 97 67 327 12:00 - 13:00 79 79 69 78 305 13:00 - 14:00 71 65 70 58 264 14:00 - 15:00 69 76 83 78 306 15:00 - 16:00 73 85 72 87 317 16:00 - 17:00 87 101 71 86 345 17:00 - 18:00 79 66 78 47 270 18:00 - 19:00 72 56 52 43 223 19:00 - 20:00 34 38 45 27 144 20:00 - 21:00 31 23 25 19 98 21:00 - 22:00 26 14 10 23 73 22:00 - 23:00 21 10 1 5 37 23:00 - 24:00 5 2 2 1 10 TOTAL 3872 Massachusetts Highway Department Location Info Count Data Info 7142 I-SECTION 4 LONG POND ROAD Rt 124 2-WAY Brewster 41000203560 Interval: 15 mins Time 15 Min Hourly Count Location ID Start Date 8/22/2023 Type End Date 8/23/2023 Functiona l Class Start Time 12:00 PM Located On End Time 12:00 PM WEST OF Direction Direction Notes Communi ty Count Source MPO_ID File Name HPMS ID Weather Agency Study Owner tdcms QC Status Accepted 1st 2nd 3rd 4th 00:00 - 01:00 2 0 1 4 7 01:00 - 02:00 1 2 0 1 4 02:00 - 03:00 0 1 1 0 2 03:00 - 04:00 0 3 0 3 6 04:00 - 05:00 1 0 2 3 6 05:00 - 06:00 10 5 6 12 33 06:00 - 07:00 13 12 22 19 66 07:00 - 08:00 26 46 71 55 198 08:00 - 09:00 59 58 63 83 263 09:00 - 10:00 69 75 84 80 308 10:00 - 11:00 64 61 75 88 288 11:00 - 12:00 76 90 85 75 326 12:00 - 13:00 88 71 95 79 333 13:00 - 14:00 78 74 70 67 289 14:00 - 15:00 78 83 93 80 334 15:00 - 16:00 63 86 81 87 317 16:00 - 17:00 80 74 65 72 291 17:00 - 18:00 82 80 93 65 320 18:00 - 19:00 48 66 57 43 214 19:00 - 20:00 23 41 30 28 122 20:00 - 21:00 41 25 28 26 120 21:00 - 22:00 19 22 14 13 68 22:00 - 23:00 15 13 7 6 41 23:00 - 24:00 6 3 0 5 14 TOTAL 3970 Massachusetts Highway Department Location Info Count Data Info 7142 I-SECTION 4 LONG POND ROAD Rt 124 2-WAY Brewster 41000203560 Interval: 15 mins Time 15 Min Hourly Count Location ID Start Date 8/22/2023 Type End Date 8/23/2023 Functiona l Class Start Time 12:00 PM Located On End Time 12:00 PM SOUTH OF Direction Direction Notes Communi ty Count Source MPO_ID File Name HPMS ID Weather Agency Study Owner tdcms QC Status Accepted 1st 2nd 3rd 4th 00:00 - 01:00 3 1 3 5 12 01:00 - 02:00 1 0 1 2 4 02:00 - 03:00 2 3 0 0 5 03:00 - 04:00 1 3 1 1 6 04:00 - 05:00 1 0 3 7 11 05:00 - 06:00 3 9 7 7 26 06:00 - 07:00 12 11 17 27 67 07:00 - 08:00 25 28 53 51 157 08:00 - 09:00 44 47 44 61 196 09:00 - 10:00 58 65 72 58 253 10:00 - 11:00 64 70 58 75 267 11:00 - 12:00 56 72 74 73 275 12:00 - 13:00 71 65 64 53 253 13:00 - 14:00 57 68 60 62 247 14:00 - 15:00 62 76 52 66 256 15:00 - 16:00 71 75 78 57 281 16:00 - 17:00 73 69 71 70 283 17:00 - 18:00 68 89 67 64 288 18:00 - 19:00 55 49 51 49 204 19:00 - 20:00 37 36 36 44 153 20:00 - 21:00 45 29 18 24 116 21:00 - 22:00 26 17 26 17 86 22:00 - 23:00 18 11 6 9 44 23:00 - 24:00 6 7 2 1 16 TOTAL 3506 Massachusetts Highway Department Location Info Count Data Info 7143 I-SECTION 3 HARWICH ROAD Rt 137 2-WAY Brewster 41000802110 Interval: 15 mins Time 15 Min Hourly Count Location ID Start Date 8/23/2023 Type End Date 8/24/2023 Functiona l Class Start Time 12:00 PM Located On End Time 12:00 PM SOUTH OF Direction Direction Notes Communi ty Count Source MPO_ID File Name HPMS ID Weather Agency Study Owner tdcms QC Status Accepted 1st 2nd 3rd 4th 00:00 - 01:00 1 3 4 2 10 01:00 - 02:00 2 2 0 2 6 02:00 - 03:00 2 2 0 1 5 03:00 - 04:00 1 0 0 0 1 04:00 - 05:00 1 0 0 6 7 05:00 - 06:00 5 7 7 6 25 06:00 - 07:00 18 17 20 26 81 07:00 - 08:00 25 40 44 44 153 08:00 - 09:00 58 47 55 64 224 09:00 - 10:00 60 49 67 63 239 10:00 - 11:00 73 81 78 67 299 11:00 - 12:00 63 62 70 53 248 12:00 - 13:00 68 73 65 68 274 13:00 - 14:00 59 66 66 63 254 14:00 - 15:00 63 79 74 58 274 15:00 - 16:00 74 78 68 68 288 16:00 - 17:00 71 80 75 81 307 17:00 - 18:00 79 59 52 53 243 18:00 - 19:00 61 52 63 55 231 19:00 - 20:00 48 45 49 42 184 20:00 - 21:00 40 33 34 28 135 21:00 - 22:00 26 19 21 15 81 22:00 - 23:00 21 13 4 7 45 23:00 - 24:00 6 4 4 3 17 TOTAL 3631 Massachusetts Highway Department Location Info Count Data Info 7143 I-SECTION 3 HARWICH ROAD Rt 137 2-WAY Brewster 41000802110 Interval: 15 mins Time 15 Min Hourly Count Location ID Start Date 8/26/2023 Type End Date 8/27/2023 Functiona l Class Start Time 12:00 PM Located On End Time 12:00 PM SOUTH OF Direction Direction Notes Communi ty Count Source MPO_ID File Name HPMS ID Weather Agency Study Owner tdcms QC Status Accepted 1st 2nd 3rd 4th 00:00 - 01:00 7 6 6 6 25 01:00 - 02:00 3 1 4 5 13 02:00 - 03:00 1 1 5 2 9 03:00 - 04:00 3 1 1 2 7 04:00 - 05:00 0 0 0 2 2 05:00 - 06:00 0 2 3 2 7 06:00 - 07:00 5 6 9 14 34 07:00 - 08:00 14 13 15 20 62 08:00 - 09:00 12 47 46 47 152 09:00 - 10:00 40 33 68 80 221 10:00 - 11:00 59 42 46 50 197 11:00 - 12:00 64 67 56 68 255 12:00 - 13:00 59 74 59 73 265 13:00 - 14:00 64 87 68 69 288 14:00 - 15:00 65 62 65 63 255 15:00 - 16:00 67 80 77 73 297 16:00 - 17:00 77 58 61 67 263 17:00 - 18:00 64 64 46 49 223 18:00 - 19:00 43 47 63 51 204 19:00 - 20:00 47 47 42 30 166 20:00 - 21:00 26 22 36 26 110 21:00 - 22:00 37 25 30 11 103 22:00 - 23:00 16 22 10 12 60 23:00 - 24:00 12 5 3 6 26 TOTAL 3244 Massachusetts Highway Department Location Info Count Data Info 7143 I-SECTION 3 HARWICH ROAD Rt 137 2-WAY Brewster 41000802110 Interval: 15 mins Time 15 Min Hourly Count Appendix Sight Distance Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 Complete three sections - Sections I, II, and III - on the 'Summary' tab Read Section IV for guidance Enter data into cells shaded in light green only Review/adjust all drop-down values Ideally: Effort should be made to meet or exceed the desirable ISD measurement. Minimally: Every intersection must meet the required SSD measurement, which in turn will equal the minimum ISD requirement. Values in cyan cells are calculated, based on the guidelines in the 2004 AASHTO 'Greenbook' You may want to adjust the zoom percentage for a comfortable viewing area \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\tech\Transportation\Sight Distance\AASHTO_sight_distance_Underpass Road last revised: 2006.06.13 Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 Section I Section III Project Information ISD and SSD Calculations (rounded up to the next highest 5 feet) [sources: SSD - AASHTO, pp.110-117; ISD - AASHTO, pp. 650 - 664] Project Number: 15934.00 Analyst: VHB Cases are described in detail on subsequent pages. In summary… City/Town, State: Brewster, MA B1: left turn from minor road, from stop control Location: 162 Underpass Road Client: Town of Brewster B2: right turn from minor road, from stop control B3: crossing maneuver from minor road, from stop control, assuming left- and right turns Street Names and Directions Street Notes are not permitted [otherwise, case B1 or B2 would supercede] Major Street name: Underpass Road Minor Street name: Site Driveway EB/WB Desirable Calculated… Condition Met? Minor Street intersects from the: … ISD, case B1: 465 Yes … ISD, case B2: 395 Yes The minor street predominantly serves…… ISD, case B3: 405 Yes Sight distance location intersection is…[note: if number of lanes crossed exceeds 6, or if grades are steep, consult the manual] Total number of lanes on Major Street is… Grade Information [enter down slope as a negative number]Minimum Calculated …Condition Met? Major Street Approach Grade: 0.50%NB … ISD, case B1: 325 Yes 4.70%SB … ISD, case B2: 295 Yes Minor Street Approach Grade: 0.00%NB … ISD, case B3: 325 Yes 0.00%SB [note: minimum ISD is equal to required SSD] Major Street Speed Information Posted Observed *Calculated …Condition Met? 35 NB 42 … SSD: 325 traveling NB Yes 35 SB 41 295 traveling SB Yes * note: off-peak 85th percentile speeds Section II Section IV ISD and SSD Observations AASHTO Guidance Instructions on how to observe and measure ISD and SSD are included on subsequent pages.Refer to AASHTO for specific guidance on SSD and ISD if presented with an unusual/atypical case. Adequate ISD is not needed at signalized intersections, assuming traffic signal heads are visible on all approaches. Any object that would obstruct the driver's view should be removed or lowered, if practical. Such objects include buildings, parked cars, highway structures, hedges/vegetation/trees/bushes/unmowed lawn, walls, fences, and terrain. For ISD, an object should be considered an obstruction if it obstructs the vision of a driver whose eye height is 3.5 feet above the roadway surface and the object to be seen is 3.5 feet above the surface of the intersecting road. Where horizontal sight restrictions occur on downgrades, particularly at the ends of long downgrades, it is desirable to provide SSD that exceeds those values indicated above (refer to page 114 of AASHTO). Limiting Factors: Observed ISD: >500 looking left [north] Vertical Curvature (rounded to nearest 5 feet)>285 looking right [south]N/A Observed SSD: 330 traveling NB Vertical Curvature (rounded to nearest 5 feet)>500 traveling SB N/A SSD - Stopping sight distance is the distance required for a vehicle approaching an intersection from either direction to perceive, react, and come to a complete stop before colliding with the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. \\gbldata\projects\Wat-TS\15934.00 Brewster Proposed ComDev\tech\Transportation\Sight Distance\AASHTO_sight_distance_Underpass Road last revised: 2006.08.01 Stopping Sight Distance and Intersection Sight Distance Calculator [v0.97] Based on 'A Policy on Geometric Design of Highways and Streets', AASHTO, 2004 B1 B2 B3 F Note: (left turn from minor road) ISD - Intersection sight distance is the distance that is based on the time required for perception, reaction and completion of the desired critical exiting maneuver [typically, a left turn] once the driver on a minor street approach [or a site drive] decides to execute the maneuver. Calculation for the critical ISD includes the time to [1] turn left, and to clear the near half of the intersection without conflicting with the vehicles approaching from the left; and [2] upon turning left, to accelerate to the operating speed on the roadway without causing approaching vehicles on the main road to unduly reduce their speed. In this context, ISD can be considered as a desirable visibility criterion for the safe operation of an unsignalized intersection. 'unduly': When intersection sight distances in conformance with B1, B2, and B3 are available, most drivers on the major street should not need to reduce their speed to less than 70% of their initial speed (right turn from the minor road) (crossing maneuver from the minor road) SSD - Stopping sight distance is the distance required for a vehicle approaching an intersection from either direction to perceive, react, and come to a complete stop before colliding with the exiting vehicle from a driveway. In this respect, SSD can be considered as the minimum visibility criterion for the safe operation of an unsignalized intersection. (left turns from the major road) Required ISD is the distance to a vehicle on the major street (either to the left or the right), required for a stopped vehicle on the side street to safely turn left, accelerate, and complete a left turn without unduly interfering with the major street traffic operations. Sight distances shown for case B1 should be provided in both directions for all minor street approaches with no turn restrictions. Required ISD is the distance to a vehicle on the major street (to the left), required for a stopped vehicle on the side street to safely turn right, accelerate, and complete a right turn without unduly interfering with the major street traffic operations. Case B2 is sufficient only if left turns are restricted out of the minor street approach. Use Case B1 if left turns are allowed from the minor street approach. Required ISD is the distance to a vehicle on the major street, required for a stopped vehicle on the side street to safely cross the major street without unduly interfering with the major street traffic operations. Case B3 is sufficient only if left turns are restricted out of the minor street approach. Use Case B1 if left turns are allowed from the minor street approach. Required ISD is the distance to a vehicle on the major street required for an opposing, left-turning vehicle on the major street to safely complete a left turn without unduly interfering with the opposing major street traffic operations AASHTO_sight_distance_Underpass Road last revised: 2006.06.13 ii V WP ��Q\\ o(C L9ER•e. � '• . 0F TO: Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 162 Underpass, LLC The Free Sea Turtle, LLC FROM: Jon Idman, Town Planner RE: Staff Review ##s 23-5 and 23-6, Second Round Brewster Code Chapter 83, Section 4(D) 162 Underpass Road, Lot 1 (Map 77, Parcel 9) 0 Underpass Road, Lot 2 (Map 77, Parcel 10) and Lot 3 (Map 77, Parcel 60) Lots 1, 2 & 3 Plan Book 698 Page 25 DATE: August 11, 2023 REPORT Office of: Planning Board Planning Dept. Proposed multi -building/ multi -unit commercial development with accessory commercial dwelling units on separate development sites along with supporting improvements (Lot 1 and Lot 2). Shared development infrastructure (parking, stormwater, etc.) on Lot 3. CH commercial district. Preliminary site plans for staff review 2 prepared by J.M. O'Reilly, dated 7/13/23 for Lot 1 and dated 7/14/23 for Lots 2 and 3, proposed to be combined. As separately owned/ controlled developments on separate lots, the proposed development as depicted would not require mandatory DRI referral/ review by the Cape Cod Commission. The Staff Review meeting was held 8/4/23 at Town Hall, Room B with the following representatives of the Applicant: • Paul Wallace • John O'Reilly, PE, PLS Town Staff in attendance • Jim Gallagher- Deputy Assessor • Bill Grafton — Conservation Administrator • Jon Idman — Town Planner • Amy von Hone — Health Director • Chris Miller — Natural Resources Director • Robert Moran- Fire Chief • Alex Provos- Asst. Water Superintendent • Davis Walters — Building Commissioner • Griffin Ryder — DPW Director • Donna Kalinick - Asst. Town Manager Comments Conservation 1. Under the current Order of Conditions and Amended OOC/SE9-1920 a required mitigation is located in a well vegetated buffer zone about 20 feet from the wetlands and potential vernal 1 pool. Chris Miller and I reviewed this in the field with Paul Wallace. It appears that this mitigation might be better located within the disturbed 0-50 foot setback. 2. Some of the conservation objectives may dovetail with the stormwater objectives by adding additional mitigation plantings where the plants might reduce stormwater adverse effects. 3. Coordinating the relocation of the current and new mitigation plantings on the site plans to be submitted to Conservation for the new NOI and to Planning for the new SWMP Permit would ensure the success of the plantings, reduce any adverse effects and help the project meet the stormwater requirements. 4. Conservation mitigation might also include some sort of berm or elevated hill extending from the existing storage corrals to prevent untreated stormwater from sheeting into the wetlands and potential vernal pool. Conservation markers might be a helpful reminder to the business owners about the presence of the wetlands and potentialvernal pool. 5. The Order of Conditions/SE9-1920 and SE9-1920 Amended should be closed with a Certificate of Compliance after the Conservation Commission has approved and issued the new Order of Conditions and proof of recording has been provided to the Conservation Administrator. 6. The SWMC2023-01 (stormwater permit through Conservation) should be closed out with a Certificate of Compliance after the Planning Board has approved and issued the new SWMP Permit. 7. Below are common standard Special Conditions within the Order of Conditions that are included and should be considered by the applicants for project design purposes. A11. Any debris, fill or excavated material on site shall be stockpiled away from designated wetlands. Unsuitable or excess excavated material shall be properly stabilized or removed from the site. Al2. All structures, facilities and equipment, as part of this project, shall be continually operated and maintained so as to comply with this permit. This provision applies specifically to all equipment used on this project. Any leakage of oil, hydraulic fluid, fuel, or any other pollutant shall be cleaned up immediately, and the defective equipment responsible for said leakage shall be immediately repaired or taken off site. A13. Mulch shall not be a substitute for groundcover or shrubs in jurisdictional areas. A14. Any fertilizers used within 100 feet of any wetland resources shall be listed by or comprised of organic ingredients consistent with the United States Department of Agriculture National Organic Program (NOP). Organic fertilizers shall be used in an appropriate manner for the conditions of the subject property, and applied in accordance to the manufacturer's specifications. A15. Pesticides, herbicides and fungicides shall be prohibited within 100 feet of any wetlands. A16. Installation of in -ground irrigation systems shall be prohibited within 100 feet of any wetland resource areas. Any components of the existing in -ground irrigation system within 100 feet of the wetland resource areas shall be removed. Temporary above ground irrigation systems may be used to establish mitigation plantings. A17. Spotlights and floodlights shall not be installed within the 100 foot buffer zone of a resource area; nor shall any spotlight or floodlight penetrate a resource area or 100 foot buffer zone. Any existing spotlights or flood lights within 100 feet of the wetland resource areas shall be removed. Any existing spotlights or flood lights which may illuminate the 100 foot buffer shall be directed downward and shielded so the light does not illuminate wildlife habitat in jurisdictional areas. 2 Planning/Zoning 1. It makes sense to do a single stormwater permit (major) that applies to both properties because it is a shared system per plan. I think it makes sense for the PB to review the SWM permit. The SWM permit can be coordinated with PB site plan review and special permit review processes. 2. I'd suggest there's an opportunity for LID in the SWM system design by introducing a raingarden or swale into the parking island, which would then convey to the subsurface leaching facility. The two proposed stormcepter' subsurface treatment units could probably be eliminated in favor of natural WQ treatment from a raingarden or the like. 3. Submission of a copy of the drainage/ access/ parking cross -easement will be a condition of the P1 Bd permit. 4. If desired by applicants, they could request a reduction in spaces because of shared parking. Cite shared parking provision of zoning bylaw in zoning application's. 5. Please add a plan note that Lot 4 is not part of the proposal. 6. Preferably conservation commission review would occur prior to Planning Board review. 7. An 81X plan will be done/ recorded to merge lots 2&3. Ideally this is done before planning board review. 8. The Master Sign approval goes through the Bldg Comm unless an increase in size is requested (which requires a PI Bd special permit). 9. Bike racks should be added (maybe on the patio?) 10. The zoning application's should provide lighting fixture 'cut' sheets. 11. The zoning application's should address the zoning standards for parking spaces 20 spaces or greater (wheelstops, etc). 12. The transportation study should address why the proposed driveway location is in the best possible location. 13. If no loading spaces are proposed, the reasoning should be addressed in the zoning applications. 14. A trip generation study should be conducted based on the full development of both properties. 15. Landscape should focus on the Underpass Road frontage. Consider using natives. I'm not sure there's a reason for landscaping/ screening the southern property (or the north of the site unless wetlands mitigation planting). Landscape screening should be considered for the town (school) property to the west. 16. If a fence between the properties is proposed to separate the contractor from commercial/ restaurant uses, it should be place where it makes sense for this function rather than the property line necessarily. 17. Wallace: A special permit is needed for restaurant use (please specify full or limited service, or both. Limited service has a higher parking and more frequent trip demand generally). Add a loading area for the restaurant? If outside tables or other amenities are proposed (which would be a benefit IMO), the plan should show them. I imagine that the PB will be interested in building design, at least and primarily for the restaurant building. Bollards might be proposed to prevent crashing into the bays. Ice cream is considered a limited service restaurant use. 18. Whitcomb: A special permit is needed for construction/ trades building use. Note: only four businesses/ buildings are allowed for this use as defined under the zoning bylaw. Also please list all related proposed zoning uses for completeness of application even if allowed by right, e.g. parking of two or more commercial vehicles, material/ equipment storage. Note: in the CH district, material/ equipment storage must be related and accessory to the businesses on site. Outside storage or wholesale material sales as a stand- alone/ principal use are not permitted. 19. The landscaping/ stormwater plans for the proposed developments should consider management of existing or potential import of invasive species. 3 20. Consider a shared septic system (which would be I/A under local health regulations because gallonage would be greater than 2000 gpd)? 21. Discuss Lot 5 (northerly wetlands lot under common ownership) with BCT? (BCT owns abutting land and has a trail to the former e -Spa property on Main Street). Health Wallace: 1. This parcel of land lies outside the Zone II, and the District of Critical Planning Concern (DCPC) and has access to town water. The property is located within an Environmentally Sensitive Area (ESA) per our local BoH regulation. The Property would be restricted to 110 gpd/10,000 sf of land area if there are any variances required for the proposed septic system. The total land area is 42,200 SF +/-. 2. Based on the current proposal total daily flow required is 3,470 gpd, the proposed plan shows 4,736 gpd is proposed. Since the total daily flow is greater than 2,000 gpd, local BoH regulations (Small Wastewater Treatment Facilities) requires a denitrification system to meet the 10 ppm (Nitrogen 10mg/1, Nitrate Nitrogen 19 mg/1) due to lot size. A dinitrogen system has been proposed on the current plan. Soil testing and evaluation was conducted on September 27, 2022. 3. The restaurant service will require a grease trap as part of the septic system. A grease trap is represented on the plan but is not listed in the notes. 4. The plan design lists a 74 -seat restaurant and a 76- seat restaurant. The plan notes list one 76-84 seat restaurant X 35 gpd/seat = 2,660 gpd. The actual number of seats will need to be determined for final review. 5. If the bays are to be accessible by vehicles, floor drains will be required in each bay and each floor drain will need to be connected to an industrial wastewater holding tank. 6. Any proposed hazardous material storage or disposal must meet appropriate requirements. 7. Prior to construction, septic plans and a Building Waiver Application will need to be submitted to the Health Department for full department review prior to final approval. 8. Septic design to be revised to accommodate 8 Bays total. 9. Any proposed outdoor seating with waiter/waitress service for the proposed restaurant must be included in the total septic capacity. Additionally, proposed outdoor food service will require approval of an Outdoor Cafe license through the Board of Health. 10. Nitrogen loading calculations to be submitted with the septic design and building permit applications for review (maximum 10 ppm Total Nitrogen). 11. Full Board of Health review of the proposed I/A technology system will be required. Whitcomb: 1. This parcel of land lies outside the Zone II, and the District of Critical Planning Concern (DCPC) and has access to town water. The property is located within an Environmentally Sensitive Area (ESA) per our local BoH regulation. The Property would be restricted to 110 gpd/10,000 sf of land area if there are any variances required for the proposed septic system. The total land area is 40,675 +/- SF, wetland area is 306 SF +/-, and upland area is 40,579 SF+/-. 2. Based on the current proposal, total daily flow required is 370 gpd, the proposed plan shows 444 gpd is proposed. Soil testing and evaluation was conducted on September 27, 2022. 3. If the bays are to be accessible by vehicles, floor drains will be required in each bay and each floor drain will need to be connected to an industrial wastewater holding tank. 4. Any proposed hazardous material storage or disposal must meet appropriate requirements. 5. Prior to construction, septic plans and a Building Waiver Application will need to be submitted to the Health Department for full department review prior to final approval. Fire See attached comments. 4 DPW 1. DPW suggests evaluating the proposed stormwater system to determine if a non-structural, vegetated treatment (potentially a rain garden or bioretention area) in lieu of the stormceptor water quality units could be incorporated into the design. 2. An additional catch basin may be required to collect the stormwater runoff generated from the gravel surface area. 3. The delineation between the gravel surface and bituminous should be clearly identified on the plans. 4. DPW recommends that a sidewalk be incorporated to connect the site to the existing sidewalk across the street. This connection would include the review and location of a new crosswalk with accessible curb ramps. This work would need to be coordinated with the DPW and would be at the expense of the developer/applicant. 5. Please double check the parking counts included on each of the plans. 6. The plans for the southern development indicate 5 commercial bays, however in the staff meeting it was clarified to be 8 bays. This should be corrected on the plans and the wastewater calculations. 7. Access to the bays on the southern development are impeded by the proposed parking as currently designed. Full access to the bays may result in the loss of parking. 8. It should be noted that the maximum vehicle size accessing the commercial bays for the northern development appears to be limited by the parking and the drive aisle in front of the bays. Town Administration 1. Administration requests that a site visit occur with the proponents, Town staff and school staff to discuss screening/security measures where the land borders school property. 2. Administration needs to further explore the existing town easement that borders the proponent's development. 3. There was discussion about a potential crosswalk being placed near the new proposed development. This would require traffic study, coordination with Public Works and would be at the expense of the developer, not the Town. 4. Discussion about the importance of landscaping and some type of buffer between the two proposed developments took place; we expect that this will be defined during the Planning Board process. ENC 5 Brewster Planning Department 2198 Main Street Brewster, MA 02631-1898 508-896-3701 x1133 brewplan@brewster-ma.gov Staff Review Data Transmittal Sheet James Gallagher, Assessor's Department _ Davis Walters, Building DepartmentlHDC Bill Grafton, Conservation Department Griffin Rlder„Depad tent --of., 'uY l.ic Works Chief Robert Moran, Fire Department _ Deputy Chief Kevin Varley, Fire Department —Arriy von R-Ofie,JHealth DepartmenUUWQRC _ Jill Scalise, Housing Office _ Chris Miller, Natural Resources Department _ Jon adman, Planning Department _ Lt. Charles Mawn, Police Dept Peter Lombardi, Town Manager's Office Donna Kalinick, Town Manager's Office Paul Anderson, Water Department Date Submitted July 20, 2023 Date Transmitted July 24, 2023 Application Number 23-05 Applicant Paul Wallace Proposal The Applicant proposes to construct a new 90' x 60' building with five (5) commercial bays and a new 40' x 60' building for use as a restaurant. Development 162 Underpass Road Lot 1 (Map 77, Lot 9) Location Is application material complete for your preliminary review? Yes No If no, please indicate what additional material, documentation, or information you may wish to see prior to the meeting: Additi al Comments: t Lkife te 61-0 i t) (--Cf7-4/1/MITS Signature I Comments may be e -mailed to Lynn St. Cyr, lstcyr(cr�,brewster-ma.gov and provided at the Staff Review meeting on Friday, August 4, 2023 at 10:00 am in Room B. Thank you. Staff Review Data Transmittal Sheet 03-03-2017 Fire Department Comments Underpass Road Wallace Staff Review 1. Commercial bay building and restaurant shall be protected by fire detection and automatic sprinkler systems in accordance with the provisions of the State Building and Fire Code. 2. The facility shall meet all requirements contained within 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code including Chapter 18 Fire Department Access (attached) and all referenced NFPA Standards. 3. A computer -generated apparatus swept path and turn simulation analysis shall be provided to the fire department for review and approval. Apparatus length for use in swept path analysis shall be 45'9". 4. Fire department access roads including roadways, fire lanes, and parking lot lanes shall be no less than 20' in width. 5. Minimum inside turning radius of fire department access roads shall be 25'. The developer may be required to increase this minimum turning radius to accommodate fire department apparatus. 6. North side of entrance shall be reduced to allow fire apparatus right and left turn access to north side of parking area. 7. Size of parking lot islands may require reduced sizing to allow fire department access. 8. All vehicles shall be parked in designated parking spaces only. Parking for restaurant food pick-up service on interior parking lot lanes shall not be allowed. 9. Dead end fire department access roads more than 150' in length shall be provided with approved provisions for fire apparatus to turn around (west side of building). 10.AII access and interior parking lot lanes shall be designated as fire lanes. All signage and road markings shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 11. Area in front of garage bays shall be designated as a fire lane. Parking shall not be allowed. 12.A graded gravel pathway no less than 25' in width shall be installed on the exterior south side of the building to allow fire department access for fire suppression operations. 13.The developer shall install two (2) fire hydrants. The location shall be approved by the fire department prior to installation. 14. The fire department shall approve the location and type of fire department connections for the automatic sprinkler system prior to installation. 15.The fire department shall approve the location of all fire and carbon monoxide detection system reporting panels required under the State Building Code prior to installation. 16. An Emergency Responder Radio Communication System shall be installed in the building per section 916.1 of the Massachusetts State Building Code. 17.A Knox box key vault shall be installed on both buildings. Location and type shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 18. Street address and building unit numbers shall be approved by the fire department and installed prior to the issuance of a certificate of occupancy. 19. Dependent on occupancy and use of contractor bays, special fire protection/detection systems meeting the State Building and Fire Code may be required. 20. Storage of any hazardous, flammable, combustible, or explosive materials in the contractor bays shall meet the requirements set forth in 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code. 21. Placement of snow shall not impede fire department access to or travel through parking lot area. 1-164 MASSACHUSETTS COMPREHENSIVE t'lRE.SAEVAN CODE M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A A M A 16.8.2 Permits. Permits, where required, shall comply with Section 1.12, 16.8,3 Signs, Approved signs shall be posted at the entrance;, exit and exit access door, decontamination areas, and waste disposal areas fbr asbestos removal operations. 16.83.1 111e sig ns shall slate that asbestos is being removed limn the area, that asbestos k a suspected carcinogen, and that paper respiratory protection is requited. 16.8.32 Signs shall have a reflective suffice, and lettering shall be a minimum of2 in. (51 mm) high. 16.9 Floor Finishing or Refinishing. See M.GA— c. 94, & 329 relating to the prohibition of the sale and use ofcertain lacquer sealers .(including additives) during the course of commercial wood floor finishing operations. 16.9..1 General. Floor finishing or refinishing requirements shall amply, to persons, or other entities that engage in sanding, finishing, or refinishing wood floors, will) or without compensation, in any building or structure. No person or entity shall apply or otherwise use any flammable floor finishing product during the course of anv activity relating to the refinishing or finishing of the surface ofa wood floor. This shall be in addition to the prohibitions of M.G.L. c. 94, $ 329 relating to the sale and use of certain lacquer sealers during the course of commercial wood floor finishing operations. 16.9.2 Flammable Floor Finishing Product. Flammable floor finishing product, as used herein shall mean any clear or pigmented wood finish, formulated with nitrocellulose or synthetic resins to dry by evaporation and without chemical reaction, having a flashpoint below 100°F, and having a vapor pressure not exceeding 40 psi al. 100°F, including clear lacquer sanding sealers, 16.9.3 Fire Safety Requirements. No person shall sand, strip or refinish wood floors whcrc such sanding, stripping or vapor would create an explosive atmosphere from dust or vapor that when dispersed could be ignited in the air without first complying with the following fire/explosion safety requirements, The requirements in (1) and (3) are not applicable if ventilation or a dust collection equipment system is used continuously to reduce vapor or dust from accumulating in concentrations that could cause ignition or explosion: (11 Sources of ignition. All fires. oven flumes or other sources of ignition. including smoking materials, spotlights, halogen lights or applianccpilot lights shall be eliminated from the area or unit, (2) Electrical Permit Required. An electrical permit is required when connecting any floor -refinishing machine directly to the electrical panel in accordance with 527 CMR 12,00: (3) Warning Signs. Any person or other entity sanding or stripping floors in a building containing more than one dwelling unit shall post suitable warning signs indicating the danger of dust and fire/explosion hazard and shall be conspicuously pasted on all doors and entrances to the building and/or unit. Such notice is to he printed in contrasting colors and shall have lettering al least two inches high and should state the name of the operator in charge, the date and time of the operation and the area or -unit where work is to be performed. Wanting signs shall be posted at least 24 hours prior to engaging in such work. 4) Nn Smoking, signs, featuring the international pictograph prohibiting smoking, must be posted at all entrances to the house or buildin before floor sanclin or tinishin he ins and until 24 hours tiller the end of all floor sanding and finishing activities. 16,9.3.4 Waste Materials. A metal waste -can with a self closing cover shall be rovided for all waste materials ineltrdrn wood dust, and rags. All such materials shall be removed from the building and disposed of daily. Chapter 17 Wildlife Urban Interface Delete Chapter 17 in its entirety, Chapter 18 Fire Department Access and Water Supply 18.1 General. Fire department access and water supplies shall comply with this chapter. 18.1.1 Application. 18.1.1.1 This chapter shall apply to public and privately owned lire apparatus access roads. 18.1.1.2 This chapter shall apply to public and privately owned fire hydrant systems. 18.1.1.3 The lire apparatus access road plans roust include an analysis and evaluation of fire apparatus maneuvers throughout the access roads created by swept path analysis and tom simu Ilion software. 18.1.1.4 The fire apparatus access plans shall bear the seal and signature of the responsible registered professional engineer. 18.1.1.5 Nothing is ibis Section shall reduce the requirements established by cities or towns under M,G.L. 40A and planning and zoning by-laws. 18.1.2 Permits. Permits, whcrc required, shall comply with Section 1.12. 18.1,3 Plans, 18.1,3.1 Fire Apparatus Access. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. 18.1.3.2 fire Hydrant Systems. Plans and specifications lbr fire hydrant systems shall be submitted to the fire department for review and approval prior to corrstruntion. 18.2 Fire Department Access. 18.2.1 Fire department access and fire department access roads shall be provided and maintained in accordance with Section 18.2. 18.2.r Access to Structures or Areas. 18.2.2.1 Access 13ox(es). The AMID shall have the authority to require an access box(es) to be installed in an accessible location where access to or within a structure or area is difficult because of security. The access box(es) shall be of an approved type listed in accordance with UL 1037. 18.2.2.1.1,1 Approval of access roads shall be subiect to the AIIJ and capable of supporting the imposed loads of lire apparatus and shall be provided) with an all-weather driving surface and shall be maintained as provided, 18.2.2.2 Access to Gated Subdivisions or Developments. The AM shall have the authority to require fire department access be provided to gated subdivisions or developments through the use of an approved device or system. M A M A M A A M A M A M A M A M A M A M A M A NFPA and National Fire Protection Association are registered trademarks ot'the National Fire Protection Association, Quincy. Massachusetts 02100 FIRE DEPARTMENT ACcrss AND WAtEa, SUPPLY 1-165 M A M A M A M A M A M A 18.2.2.3 Access Maintenance. The owner or occupant of a structure or area, with required lire department access as specified in 18.2.2.1 or 18.2.2.2, shall notify the AFIJ when the access is modified, in a —manner that could prcvc° department -access; 18.2.3 Fire Department Access Roads. 18.2.3.1 Required Access. 18.2.3.1.1 Approved tire department access roads shall be provided for every facility, building or portion of a building hercaller constructed or relocated. 18.2.3.1.2 Fire department access roads shall consist o1' roadways, fire lanes, parking lot lanes, or a combination thereof 18.2.3.1.3' The provisions of 18.2,3.1 through 18,2.3.2.2.1 shall be permitted to be modified by the AtIJ where any of the following conditions cxists: (1) One- and two-family dwellings protected by an approved automatic sprinkler system in accordance with Section 13.1 (2) Existing one- and two-family dwellings (3) Private garages having an area not exceeding 400 11.2 (4) Carports having an area not exceeding 400 ft2 (5) Agricultural buildings having an area not exceeding 400 ft2 (6) Sheds and other detached buildings having an area not exceeding 400 112 18.2.3.1.4 When fire department access roads cannot be installed due to location on property, topography, waterways, nonnegotiable grades, or other similar conditions, the AID shall be authorized to require additional fire protection features. 18.2.3.2 Access to Buildings and Facilities. 18.2.3.2.1 A fire department access road shall extend to within 50 11 (15 in) of at least one exterior door that can be opened from the outside and that provides access to the interior of the building. 18.2.3.2.1.1 Where a onc- or two-fa€Wily dwelling, or townhouse, is protected with an approved automatic sprinkler system that is installed in accordance with NFPA 13D or NFPA 13R, as applicable, the distance in 18.2,3.2.1 shall be permitted to be increased to 150 11 (46 m). 18.2.3.2.2 Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 it (46 m) from tire department access roads as measured by an approved route around the exterior oldie building or facility. 18.2.3.2.2.1 When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NFPA 13, 3g ge distance in —1 -8-2. . .2"h, ri be p :l a to -be : aaed to 450--11 (137 m). the distance in 18.2.3,2.2 shall be permitted to be increased to 250 feet. 18.2.3.3 Multiple Access Roads. More than one fire deparinient access road shall be provided whet' it is determined by the A1-13 that access by a single road could be impaired by vehicle congestion, condition of terrain, climatic conditions, or other factors that could limit access. 18.2.3,4 Specifications. 18.2.3,4.1 Dimensions. 18.2.3.4.1.1 Fire department access roads shall have an unobstructed width of not less than 20 It (6.1 nh). Fire department access roads constructed in the boulevard -style shall be allowed where each lane is less than 20 feet but not less than ten feet when they do not provide access to a building or structure. 18.2,3.4.1,2 hire department access roads shall have an unobstructed vertical clearance or not less than 13 tt 6 in. (4.1 In). 18.2.3.4.1.2.1 Vertical clearance shall he permitted 10 be reduced, provided such reduction does nol impair access by fire apparatus, and approved signs are installed and maintained indicating the established vertical clearance when approved. 18,2.3,4.1.2.2 Vertical clearances or widths shall be increased when vertical clearances or widths are not adequate to accommodate lire apparatus. 18.2.3.4.2 Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. 18.2.3.4.2.1 Permeable drivable surfaces, that meet loading of 18,2.3,4.2, are allowed when approved by the MD. When approvedtthe permeable surfaces shall be identified by a method acceptable to the AI -1J. 18.2.3.4,3 Turning Radius. 18.2.3.4.3.1 The -tub -radius of a lire -department access road aluill-be-as-approved-by-theA1-1 18.2.3.4.3.1 The minimum inside luting radius of a fire department access road shall he 25 fed. 'Fhe AI-IJ shall have the ability to increase the minimum inside turning radius to accommodate the AJJJ's anparal us. 18.2.3.4.3.2 Turns in fire deparlrneit access roads shall maintain the minimum road width. 18.2.3.4.4 Dead Ends. Dead-end lire department access roads in excess of 150 11 (46 m) in length shall be provided with approved provisions for the fire apparatus to turn around. 18.2.3.4.5 Bridges. 18.2.3.4.5.1 When a bridge is required to be used as part of a fire department access road, it shall be constructed and maintained in accordance with nationally recognized standards. 18.2.3.4.5.2 The bridge shall he designed for a live load sufficient to carry the imposed loads of fire apparatus. 18.2.3.4.5.3 Vehicle load limits shall he posted at both entrances to bridges, where required by the Al -1J, 18.2.3.4.6 Grade. 18.2,3.4.6,1 The gradient for a tire department access road shall not exceed the maximtnn approved. 10%, unless approved in writing by the AIIJ. 18.2.3.4.6.2* The angle of approach and departure for any means of lire department access road shall not exceed 1 tl drop in 20 fl (0.3 m drop in 6 rn) or the. design limitations ()Fthe fire apparatus of the fire department, and shall be suhjeet to approval by the AI -1J. 18.2.3.4.6.3 Fire department access roads connecting to roadways shall be provided with curb cuts extending at least 2 11 (0.61 fin) beyond each edge oldie fire lane. 18.2.3.4.7 't'raf'fic Calming Devices. The design and use of traffic calming devices shall he approved by the AHJ, 18,2.3.4.8 Travel in the Onnosinu Lane. The use of the opposite travel lane is prohibited in the design of all new fire annaralus access roads. 18.2.3.5 Marking of Fire Apparatus Access Road. 18.2.3.5.1 Where required by the AI -1J, approved signs, approved roadway surface markings, or other approved notices shall be provided and maintained to identify fire department access roads or to prohibit the obstruction thereof or both. 18.2.3.5.2 A marked fire apparatus access road shall also be known as a (ire lane. M A M A M A M A M A M A M A M NFPA and National hire Protection Association are registered trademarks of the National Fire Protection Association, Quincy, Massachnsetta 0210 1-166 MASSACIIUSETTS COMPRI?IIENS1VE FIRE SAFH't'Y CODE M A M A M A M A M A M A A M A M A M A M A A M A M A M A M A A M A M A M A 18.2.4* Obstruction and Control of Fire Department Access Road. 18.2.4.1 General. 18.2.4.1,1 The required width of a lire department access road shall not be obstructed in any manner, including by the parking of vehicles. 18.2.4.1.2 Minimum required widths and clearances established under 18.2.3.4 shall be maintained at all times. 18.2.4.1.3* Facilities and structures shall be maintained in a manner that dots not impair or impede accessibility for fire department operations. 18.2.4.1.4 Entrances to fire deparlruent access roads that have boon closed with gates and barriers in accordance with 18.2.4.2.1 shall not be obstructed by parked vehicles. 18.2.4.2 Closure of Aceessways. 18.2.4.2.1 The AIIJ shall be authorized to require the installation and maintenance of gates or other approved barricades across roads, trails, or other accessways not including public streets, alleys, or highways. 18.2.4.2.2 Where required, gales and barricades shall be secured in an approved manner. her-aecessways--that-have-been + -and obstructed in the manner prescribed by ;&.2.1.2.1 o4 d }3-tho owner -and the Al IJ 18.2.4.2.4 Public ofFicers acting within thai-r=-scope o1 duty shall be -permitted to acce:•s restricted property idcntitie4---in 18.2.1.2.1. 18.2.4,2.5 1 otk9 es -d :ors, barrieaeies;-c4iains;-enclesures; department or by its order or untie removed, unlocked, destroyed, tamp vandali ed-h anyniannen r as "� mx rr. ,} hen a;:it.,h r:.e,,x _bye, e ublit-ot4eer�eting within -their scope of duty shall --1 pemaitted-#ti-ebtaii -access through secured means identified in 18.2.1,2.1. 141,3 -Water -Supplies: 4 �4tt-appro e4water-su�at, }' eapaI3lc ofsiippiyi •e trgt}ired fire file v --for fire prof ed ,•ll whiel x' portions of buildings are hcttatler t•onstrueteC-[iFflieved-itiLe-the jari;Miistioit--The-upploved water supply shall -tae in-aees}dat -with- etiert 13.1. 18.3.1.1* Where no adequate. or reliable wa w tliiaributien • o -res voirs, pressure tanks, elevated to J.,., ,r,,,,artme.,, ,..nkcr shuttles, or otter -approved system:, rtvidit 13.4 Fitte-144ow-Derpiir rat +er-Buildings: 18.4.1* Seope 18.4.1.1* The procedure determining fire flow requirements for building h shall-bc inzi$Eordanee • ;,h r...,.: . , o n half- not-rpply to structures -other ther than buildings. Definitions,--,,Sec-definitions 3.3.11.5, Fire Flow Area, and 3.3.120, 1=it ltlew7 4-874,3--Modifteutions: 4&4:-3.1 Decreases. Fins lloswregi i+ems:,ts--shall-be-perrrritted building., in rural areas or suburban ---areas where -tae develt}pmcnt Itl-tc flow requirements --is impractical as determined by the 14 18.1.3.1.1 'l'hc /d-IJ shall-wbe-author-iced-to-estai-l-ish-coix1itions on Arc flow reduc-tiaras-approverl--ir--aecordanao--witirl-13:44-1- incindi g but -net- limited tor-lire--spr-'snl€ler-proteetion;--typo-of eons1ruel-itm-ofthe-i3,•;I eacupancy, and-setbaeks: 18,4,3.2 increases. fife--flow--s` utl-be permitted -to be incrcase4l by the AIIJ where-eenditiens-indietite-an-anosta useeptklity to -group -fires or conflagrations. An upward modilic all not-he-tsione-#ha }--t: ictt;• tititt•i ed rt o-Iniiiding i consideration: 18.4.4 Fire Flow Area. 18.4.4.1 Cenei'nl. The lire-4low-area--shall-be the ldttrl-libel' area of all floor-levels-of-a--building-except as tne4ilied-ltt 18.4.1.1.1 (222) Construction: The fire 0»w-ar l'.Auik1ing cons'Enrcled of Type 1(413), Type] (332) and -Type II (22..) e three largest euu:wsit o floors: 18.4.5 Fire ti' laaw-Deftuirements-4:or-Itnild-ings, 18.4.5.1---Once--aand-Twe-Family-Dwellengs 18.4.5.1.1 Tht, niinili] oration requirements -for ene- n Iwo Em:ly dwellin hayin „ fim [low area that does -not et:eecd 5000 Ill (331.5 in') shall be 100(1 gpm (3785 I hnin) for 1 Fleur: 18.4.5.1.1 A rcdtte:tioii-=',: -re; uirea_r,.v.�� oow-of St}-per,._,ze,, he-pe,:' .,,u,,, th, ing-is--provided-with-an-approved automatic prirtls4sr•-systern: 18.1.{.,.-1- - -feu • ',•en-' ow of 25 percent shall -be permitted -wham -the building is separated from other building by a minimum of 30 ft (9.1 in). not reduce the required fire flow to less-than---540-gpm-44-90.0 L/rain). 48.4.5.1.2 Dire Clow and flow -duration -for dwellings -having -a fire flow area in excess of -5-000 112-(- 34: ')-shall•-not be less than that specified -in -Table 18,4.5.1.2. 1-8--4T 5-4 2- z._......Requi ed f1ew-sha,, e -reduce ent when ---the building is provided -with an approved automatic) Sp-inld8r system: l8.4.5 13irildix $we1Iirrl;s. he ir',i n r._ fro , r� non ,i„ra+ �r buildings other than one -and-twofhi*dly d el ing sh^„ be as specified -in Tail -18.9.5.1.2. 154.5.2.1 -Required tire tlaw shall -be r-ed ao r"• 7S percent when the building is protested throughout by an t►pvprorert notematie-:;piiii1tk r sy -res„ g -fir -flow shall not -ho less than 1000 gpm (3785 lJmin). 18.4.5.2.2 -Required-fire--holy---shell-lie-redciise rent[ when the building is protested t-hretighout-by-an-approved atrtott}a11c piinkler system, whieb---uti es-tuiek- response aprinklcrs throughout he esultiig tiro flow —shall —not —he lean [Doti -600 (-2 7t -s r s • bt..: r-�.. �rsiiii i�; 18,4.5.3* For a building with -an upprtaved fire sprinkler system, the-fireflowdemand and-#lte-tire•-sp,inl eiw 1atnaad shalt [loge-rued--to-be-added-togetl3ef f4te-v capable ofdel-ivering aigcr of lhe-individual-demands-, M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A A M A M A M A M A M A M A M A M A A M A M A A M 02012 Edition See Page 1-11 IMPORTANT NOTE and Front Page regarding Disclaimer Notices COMBUSTIBLE WASTE AND ItPTUSE 1-167 M A M A A A M M A 18.5 Fire Hydrants. 18.5.1* The number and type of lire hydrants and connections to other approved water supplies shall be capable of delivering the required lire flow and shall be provided at approved locations. 18.5.2 Fire hydrants and connections to other approved water supplies shall be accessible to the fire department. 18.5.3 Clear Space Around Hydrants, A 36 in. (914 mm) clear space shall be maintained around the circumference of lire hydrants except as otherwise regttii'ed or approved. 18.5.4 Private water supply systems shall he tested and maintained in accordance with NFPA 25, 18.5.5 Where required by the AE1J, fire hydrants subject to vehicular damage shall be protected unless located within a publie right away. 18.5.6 Where water supplies or fire hydrants are out of service for maintenance or repairs, a visible indicator acceptable to the A111 shall be used to indicate that the hydrant is out of service. 18.5.7-114a eking -oF- H•y d mats: 18.5.7.1 Fire hydrants shall be marked with na approved rofleet; t; r"'' the 4aee-wliCre regu-ire rho AIIJ, a . . . n•N ..,r, z +� „aim elhef=dov-ieu -affoi d to or proximate to- the fire hyd-Ftrnt whcro 48.5.7.3* Whore required by the AT -13, tire hydrants shall --be enter sided or otherwise ,..uric •d iTh a —apps , indicating -the -available Jlow-eapsc-ity. Chapter 19 Combustible Waste and Refuse 19.1 General. 19.1.1 Permits. Permits, where required, shall comply with Section 1.12. 19.1.2 Persons owning or having control of any property shall not allow any combustible waste material 10 accumulate in any area or in any manner that creates a lire hazard to life or property. 19.1.3 Combustible waste or refuse shall be properly stored or disposed of to prevent unsafe conditions. 19.1.4 Fire extinguishing capabilities approved by the A111 including, but not limited to, lire extinguishers, water supply and hose, and earth -moving equipment shall be provided at waste disposal sites. 19,1.5 Burning debris shall not be dumped at a waste disposal site except at a remote location on the site where fire extinguishment can be accomplished before compacting, covering, or other disposal activity is carried out. (See Section 10.111M additional guidance) 19.1.6 Electrical Wiring. 19.1.6.1 Electrical wiring and equipment in any combustible fiber storage room or building shall be installed in accordance with the requirements of Section 1 1,1 and NFPA 70, National Electrical Code, for Class 111 hazardous locations. 19.1,3 Combustible waste or refuse shall be properly stored or disposed of to prevent unsafe conditions. 19.1.4 Fire extinguishing capabilities approved by the Al-li including, but not limited to, fire extinguishers, water supply and hose, and earth -moving equipment shall be provided at waste disposal sites. 19.1.5 [3urning debris shall not he clumped at a waste disposal site except at a remote location on the site where fire extinguishment can be accomplished before compacting, covering, or other disposal activity is carried out. (See Section 10.11 for additional guidance.) 19,1.6 Electrical Wiring. 19.1.6.1 Electrical wiring and equipment in any combustible fiber storage room or building shall be installed in accordance with the requirements of Section 1 1.] and N]^PA 70, National Electrical Code, for Class 111 hazardous locations. 19.1.6.2 The AHJ shall be responsible for designating the areas that require hazardous location electrical classifications and shall classify the areas in accordance with the classification system set forth in NFPA 70. 19,1.7 No Smoking. 19.1.7.1 No smoking or open flame shall be permitted in any area where combustible fibers are handled or stored or within 50 11 (15 10) orally uncovered pile of'such fibers. 19.1.7.2 "No Smoking" signs shall be posted. 19.1.8 Vehicles or Conveyances Used to Transport Combustible Waste or Refuse. 19.1.8.1 Vehicles or conveyances used to transport combustible waste or refuse over public thoroughfares shall have all cargo space covered and maintained tight enough to ensue against ignition front external fire sautes and the scattering of burning and combi tslible debris that can come in contact with ignition sources. 19.1.82 Transporting burning waste or refuse shall beprohibiled. 19,1.83 Trucks or automobiles, other than mechanical handling equipment and approved industrial hocks as listed in NFPA 505, Fire Safety Standard for Powered Industrial Trucks Including 7jlpe Designations /areas of Use, Conversions, Maintenance, and Operations, shall not enter any fiber storage atom or building but shall be permitted to he used at loading platforms. 192 Combustible Waste and Refuse. 19.2.1 Rubbish Containers. 19.2.1.1 Genera Rubbish containers kept outside of morns or vaults shall not exceed 40.5 ii (1.15 in') capacity. 19.2.1.1.1 Containers exceeding a capacity 015E/3 fl3 [40 11(0.15 m3)] shall be provided with lids. 19.2.1.1.2 Such containers and aids as described in 19.2,1.1.1 shall be constructed of noncombustible materials or nonmetallic materials complying with 19.2.1.2. 19.2.1.2 Nonmetallic Containers. 19.2.1,2,1* Nonmetallic rubbish containers exceeding a capacity of 51/3 113 [40 gal (0.15 m3)] shall be manufactured ot'materials having a peak rate of heat release not exceeding 300 kW/nt' at a Ilux of 50 kW/ni2 when tested in the horizontal orientation, at a thickness as used in. the container but not less than of 0.25 in. (6 met), in accordance with ASTM E 1354, Test Method for• Heat and Visible Smoke Release Rates for Materials and Products Using (01 Oxygen Consumption Calorimeter, or NI PA 271, Standard Method of Test for Heat and Visible Smoke Release Rates for Materials and Products Using an D..ygen Consarnption Calorimeter. NPPA and National Fire Protection Association are registered tradtonalks of the National Dirt) i'roteelion Association, Quincy, Massachusetts 02169 Brewster Planning Department 2198 Main Street Brewster, MA 02631-1898 508-896-3701 x1133 brewplan@brewster-ma.gov Staff Review Data Transmittal Sheet _ James Gallagher, Assessor's Department _ Jill Scalise, Housing Office Davis Walters, Building DepartmentlHDC a Chris Miller, Natural Resources Department T Bill Grafton, Conservation Department _ Jon ldman, Planning Department Griffin -Ryder; -Department of Public...Works _ Lt. Charles Mawn, Police Dept a Chief Robert Moran, Fire Department _ Peter Lombardi, Town Manager's Office Deputy Chief Kevin Varley, Fire Department ) _ Donna Kalinick, Town Manager's Office l .my_ven Hone, He� aA Ith I epaft rient/WQRC _ Paul Anderson, Water Department Date Submitted July 20, 2023 Date Transmitted July 24, 2023 Application Number 23-06 Applicant Charlie Whitcomb Proposal The Applicant proposes to construct a new 100' x 50' building with five (5) commercial bays and one (1) security dwelling (22' x 20'). Development 0 Underpass Road Lots 2 and 3 (Map 77, Lots 10 and 60) Location Is application material complete for your preliminary review? Yes No If no, please indicate what additional material, documentation, or information you may wish to see prior to the meeting: Additional Comments: PLF/te4:-- S-� Signature Comments may be e -mailed to Lynn St. Cyr, lstcyr(d Brewster-ma.gov and provided at the Staff Review meeting on Friday, August 4, 2023 at 10:30 am in Room B. Thank you. Staff Review Data Transmittal Sheet 03-03-2017 Fire Department Comments Underpass Road Whitcomb Staff Review 1. Commercial bay building with security apartment shall be protected by fire detection and automatic sprinkler systems in accordance with the provisions of the State Building and Fire Code. 2. The facility shall meet al! requirements contained within 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code including Chapter 18 Fire Department Access (attached) and all referenced NFPA Standards. 3. A computer -generated apparatus swept path and turn simulation analysis shall be provided to the fire department for review and approval. Apparatus length for use in swept path analysis shall be 45'9". 4. Fire department access roads including roadways, fire lanes, and parking lot lanes shall be no less than 20' in width. 5. Minimum inside turning radius of fire department access roads shall be 25'. The developer may be required to increase this minimum turning radius to accommodate fire department apparatus. 6. North side of entrance shall be reduced to allow fire apparatus right and left turn access to north side of parking area. 7. Size of parking lot islands may require reduced sizing to allow fire department access. 8. All vehicles shall be parked in designated parking spaces only. 9. Dead end fire department access roads more than 150' in length shall be provided with approved provisions for fire apparatus to turn around (west side of building). 10. All access and interior parking lot lanes and roads shall be designated as fire lanes. All signage and road markings shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 11.Area in front of garage bays shall be designated as a fire lane. Parking shall not be allowed. 12.A graded gravel pathway no less than 25' in width shall be installed on the exterior north side of the building to allow fire department access for fire suppression operations. 13. The developer shall install two (2) fire hydrants. The location shall be approved by the fire department prior to installation. 14. The fire department shall approve the location and type of fire department connections for the automatic sprinkler system (if required) prior to installation. 15.The fire department shall approve the location of all fire and carbon monoxide detection system reporting panels required under the State Building Code prior to installation. 16.An Emergency Responder Radio Communication System shall be installed in the building per section 916.1 of the Massachusetts State Building Code. 17.A Knox box key vault shall be installed on the building. Location and type shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 18. Street address and building unit numbers shall be approved by the fire department and installed prior to the issuance of a certificate of occupancy. 19. Dependent on occupancy and use of contractor bays, special fire protection/detection systems meeting the State Building and Fire Code may be required. 20. Storage of any hazardous, flammable, combustible, or explosive materials in the contractor bays shall meet the requirements set forth in 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code. 21. Placement of snow shall not impede fire department access to or travel through parking lot area. 1-164 MASSACHUSETTS COMPREHENSIVE: FIRE SAFETY CODE M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A M A 16.8.2 Permits. Penults, where required, shall comply with Section 1.12, 16.8.3 Signs, Approved signs shall be posted al the entrance, exit and exit access door, decontamination areas, and waste disposal areas for asbestos removal operations. 16.8.3.1 Thesigns shall stale that ash stos is being removed from the area, that asbestos is a sospedccl carcinogen, and that paver itispiratory protection is required. 16.8.3.2 Signs shall have a reflective surface, and lettering shall be a minimum of 2 in. (51 mm) high. 16.9 Floor Finishing or Refinishing. See M.G.1,, c, 94, t} 329 relating to the prohibition ol'the sale and use of certain lacquer Sealers .(including additives) during the course of commercial wood floor finishing operations, 16.9.1 General. Floor finishing or refinishing requirements shall apply, to persons, or other entities that engage in sanding, finishing, or refinishing wood floors, with or without compensation, in any building or structure. No person or entity shall apply or otherwise use any flammable floor finishing product during the course of any activity relating to the refinishing or finishing of the surface ofa wood floor. This shall be in addition to the prohibitions of M.O.L, c. 94.4 329 relating to the sale and use of certain lacquer scalers during the course of commercial wood floor finishing operations. 16.9.2 Flammable Floor Finishing Product. Flammable floor finishing product,,,., as used herein shall mean any clear or pigmented • wood finish, formulated with nitrocellulose or synthetic resins to dry by evaporation and without chemical reaction havin a flash oinl below 100°F and havin a v or pressure not exceeding 40 psi at 10Q"F, including clear lacquer sanding sealers. 16.9.3 Fire Safety Requirements. No person shall sand,-striet or re -finish wood floors where such sanding, stripping or vapor would create an explosive atmosphere from dust or vapor that when dispersed could be ignited in the air without first complying with the following fire/explosion safety requirements. The requirements in (1) and (3) arc not applicable if ventilation or a dust collection equipment system is used continuously to reduce vapor or dust from accumulating in concentrations that could cause ignition or explosion: (I) Sources of ignition. All fires. oven (trams or other sources of i titian ineludin smokin s materials s otli his halo Ten li his or appliance pilot lights shall be eliminated from the area or unit, (2) Electrical Permit Required. An electrical permit is required when connecting any floor -refinishing machine directly to the electrical panel in accordance with 527 CMR 12.00: (3) Warning Slots. Any person or other entity sanding or stripping floors in a building containing more than one dwelling unit shall post suitable warning signs indicating the danger of dust and fire/explosion hazard and shall be conspicuously pasted on all doors and entrances to the building and/or unit. Such notice is to be printed in contrasting colors and shall have lettering at least two inches high and should state the name of the operator in charge, the date and time of the operation and the area or -unit where work is to be performed. Wanting signs shall be posted at least 24 hours prior to engaging in such work. (4) No Smoking signs, featuring the international pictograph prohibiting smoking, must be posted at all entrances to the house or building before Iloor sanding or finishing begins and until 24 hours after the end of all floor sanding and finishing activities. 16.9.3.4 Waste Materials. A metal waste -can with a self closing cover shall be provided for all waste materials, including wood dust, and rags. All such materials shall be removed from the building and disposed of daily. Chapter 17 Wildlife Urban Interface Delete Chapter 17 in its entirety. Chapter 18 Fire Department Access and Water Supply 18.1 General. Hee department access and water supplies shall comply with this chapter. 18.1.1 Application. 18.1.1.1 This chapter shall apply to public and privately owned lire apparatus access roads. 18.1.1.2 This chapter shall apply to public and privately owned firs hydrant systems. 18.1.1.3 The tire apparatus access road plans must include an analysis and evaluation of lire apparatus maneuvers throughout the access roads created by swept path analysis and turn simulation software. 18.1.1.4 'fhe fire apparatus access plans shall bear the seal and signature of the responsible registered professional engineer. 18.1.1.5 Nothing is this Section shall reduce the requirements established by cities or towns under M.G.L. 40A and planning and zoning by-laws. 18.1.2 Permits. Permits, where required, shall comply with Section 1.12. 18.1.3 Plans. 18.1.3.1 Fire Apparatus Access. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. 18.1.3.2 Fire Hydrant Systems. Plans and specifications for fire hydrant systems shall be submitted 10 the lire department for review and approval prior to construction. 18.2 Fire Department Access. 18.2.1 Fire department access and fire department access roads shall be provided and maintained in accordance with Section 18.2. 18.2.2* Access to Structures or Areas. 18.2.2.1 Access Box(es). The AID shall have the authority to require an access box(es) to be installed in an accessible location where access to or within a structure or arca is difficult because of security. The access box(es) shall be of an approved type listed in accordance with UL 1037, 18.2.2.1.1.1 Approval of' access roads shall be subiect to the AI -]J and capable of supporting the imposed loads of lire apparatus and shall be provided with an all-weather driving surface and shell be maintained as provided. 18.2.2.2 Access to Gated Subdivisions or Developments. The AI -]J shall have the authority to require fire department access be provided to gated subdivisions or developments through the use of an approved device or system, M A M A M A M A M A M A M A M A M A M A M A M A NFPA and National Fire Protection Association are registered trademarks of the National Fire Protection Association, Ouincv, Massachusetts 02169 FIRE DEPARTMENT ACCESS AND WATER SUPPLY 1-165 M A M A M A M A M A M A 18.2.2.3 Access Maintenance. The owner or occupant of a structure or area, with requited lire department access as specified in 18.2.2.1 or 18.2,2.2, shall notify the AFIJ when the access is modified. it? a -manner that eould--p evord —I4*e dopait rent-eeees:r. 18.2.3 Fire Department Access Roads. 18.2,3.1 Required Access. 18.2.3.1.1 Approved fire department access roads shall be provided ftir every laeility, building, or portion of a building hereafter constructed or relocated. 18.2.3.1.2 Fire department access roads shall consist of' roadways, lire lanes, parking lot lanes, or a combination (hereof. 18.2.3.1.3' The provisions of 18.2,3.1 through 18.2.3.2.2.1 shall be permitted to be modified by the AI-IJ where any of the following conditions exists: (1) One- and two -fatuity dwellings protected by an approved automatic sprinkler system in accordance with Section 13.1 (2) hxisting one- and two-family dwellings (3) Private garages having an area not exceeding 400 112 (4) Carports having an area not exceeding 400 112 (5) Agricultural buildings having an area not exceeding 400 112 (6) Sheds and other detached buildings having an area not exceeding 400 112 18,2.3.1.4 When fire department access roads cannot be installed due to location on property, topography, waterways, nonnegotiable grades, or other similar conditions, the Al-li shall be authorized to require additional fire protection features. 18.2.3,2 Access to Buildings and Facilities. 18.2.3.2.1 A fire department access road shall extend to within 50 11 (15 ni) ()Fat least one exterior door that can he opened from the outside and that provides access to the interior of the building. 18.2.3.2.1.1 Where a one- or Iwo -faintly dwelling, or townhouse, is protected with an approved automatic sprinkler system that is installed in accordance with NFPA 13D or NFPA 13R, as applicable, the distance in 18.2.3.2.1 shall be permitted to be increased to 150 ft (46 in). 18.2.3.2.2 Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 11 (46 m) from lire department access roads as measured by an approved route around die exterior of the building or facility. 18.2.3.2,2.1 When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NF'PA 13, NITA 13D, or NFPA 13R, the (l37 m). the distance in 18.2.3.2.2 shall he permitted to be increased to 250 feet. 18.2.3.3 Multiple Access Roads. More than one fire department access road shall be provided when it is determined by the AFIJ that access by a single road could be impaired by vehicle congestion, condition of terrain, climatic conditions, or other factors that could limit access. 18.2.3.4 Specifications. 18.2.3.4.1 Dimensions. 18.2.3.4.1.1 Fire department access roads shall have an unobstructed width of not less than 20 1t (6.1 m). Fire deparment access roads constructed in the boulevard -style shall bu allowed where each lane is less than 20 fcct but not less than ten feet when they do not provide access to a building or structure. 18.2.3.4.1.2 Fire department access roads shall have an unobstructed vertical clearance of not less than 13 11 6 in. (4.1 m). 18.2.3.4.1.2.1 Vertical clearance shall be permitted to be reduced, provided such reduction docs not itnpair access by fire apparatus, and approved signs are installed and maintained indicating the established vertical clearance when approved. 18,2.3,4.1.2.2 Vertical clearances or widths shall be increased when vertical clearances or widths arc not adequate to accommodate lire apparatus. 18.2.3.4.2 Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. 18.2.3.4.2.1 Permeable drivable surfaces, that meet loading of 18.2.3,4.2, are allowed when approved by the AI-IJ. When approved, the permeable surfaces shall be identified by a method acceptable to the AI-IJ. 18.2.3.4.3 Turning Radius. 18.2.3.4.3.1 The-twining-radius-ofa-fire-tlepa4rncnt access roads ahttif be -as -approved -by the -A144, 18.2.3.4.3.1 The minimum inside turtling radius of a fire dep rtment access road shall he 25 feet. The Al-li shall have the ability to increase the minimum inside 'Arming radius to actor odate the AlIJ's anparalns. 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum road width. 18.2.3.4.4 Dead Ends. Dead-end lire department access roads in excess of 150 ft (46 in) in length shall be provided with approved provisions for the fire apparatus to turn around. 18.2.3.4.5 Bridges. 18.2,3,4.5.1 When a bridge is required to be used as part or a fire department access road, it shall be constructed and maintained in accordance with nationally recognized standards. 18.2.3.4.5.2 The bridge shall he designed for a live load sufficient to carry the imposed loads of lire apparatus. 18.2.3.4.5.3 Vehicle toad limits shall be posted at both entrances to bridges, where required by the AHJ. 18,2.3.4.6 Grade. 18.2.3.4.6.1 The gradient for a tire department access road shall not exceed tf —i ai rr ; —appFeyed; 10%, unless approved in writing by, the AI -D. 18.2.3.4.6.2* The angle of approach and departure for any means of fire department access road shall not exceed 1 f1 drop in 20 ft (0.3 m drop in 6 tn) or the design limitations of the fire apparatus of the fire department, and shall be subject to approval by the AJ-IJ, 18.2.3.4.6.3 Fire department access roads connecting to roadways shall be provided with curb cuts extending at least 2 11 (0.61 in) beyond each edge of the tire lane. 18.2.3.4.7 Traffic Calming Devices. The design and use of traffic calming devices shall be approved by the Al-li. 18.2.3.4,8 Travel in the Onnusing Lane. The use of the opposite travel lane is rohibi cd it the d si n of all ow tire a ardlcis access roads. 18.2.3.5 Marking of Fire Apparatus Access Road. 18.2.3.5.1 Where required by the AHJ, approved signs, approved roadway surface markings, or other approved notices shall be provided and maintained to identify lire department access roads or to prohibit Lice obstruction thereof or both. 18.2.3.5.2 A marked fire apparatus access road shall also be known as a fire lane. M A M A M A M A M A M A M A M NFPA and National Tiro Protection Association, arc registered trademarks oldie National Fire Protection Association, Quincy, Massachusetts 02169 1-166 MASSACHUSETTS COMPREHENSIVE FIRE SAFETY CODE M A M A M A M A M A M A A M A M A M A M A M A M A A M A M A M A M A M A M A 18.2.4* Obstruction and Control of Fire Department Access Road. 18.2.4.1 General. 18.2.4.1.1 The required width of a Fire department access road shall not be obstructed in any manner, including by the parking of vehicles. 18.2.4.1.2 Minimum required widths and clearances established under ] 8.2.34 shall be maintained at all times. 18.2.4.1.3* Facilities and structures shall be maintained in a manner that does not impair or impede accessibility for fire department operations. 18.2.4.1.4 Entrances 10 fire department access roads that have boon closed with gales and barricis in accordance with 18.2.4.2.1 shall not be obstructed by parked vehicles. 18.2,4.2 Closure of Accessways. 18.2.4.2.1 The Al 1.1 shall be authorized to require the installation and maintenance or gates or other approved barricades across roads, trails, or other accessways not including public streets, alleys, or highways. 18.2.4.2.2 Where required, gales and barricades shall be secured in an approved manner. aillec a - hay anve been ek..ed -' and obstructed in the manner prescribed by 182.4.2.1, `�1..�, ov c Al U. 18.2.4.2.4 1 blie af-t ..er actin wartin that -;scope of duty --shaft 'clod properly ' ;lied--ira t R,�,4 ar5.....- ,e&k.",r.-,^ate ors, bafr4ff+El^^,u�--' liai ene4esur'e-s signs, lags, or souls that have been inatalled-by-the thv department or by its order or rinds" its . ; "trot ^t,.,n nos- be reiTeved-,---wrdock i, destroyed, tamp ed .4h ott.ec rrrrno vandalized in any manaet 18.2.1.3.6 Wh eeFs-aeting within their scope of ditty Ghat -I -be pennitfe4l--te ebl4rin-access throat..,,. re „ idei4:tied;, Io2A2, 1-8.3- Wnter,$u-pplies: 18.3.1* An approved \Suter supply - able —of —supplying -the -required Aire flow for --;rte ; rut.. ;. ,.t...tt y;;il which facilities, buildings, or -portions of buildings -are -hereafter eraminieted-car-rneviAd-ante-the jotitidiedorH-'tote-upprevtd water -supply shall-be-inneeerdarree-with-8eetimn 18.4. 18.3.1,1* Where no adequate or reliable water distribution system exist-., «pp: spa rye; emir's, pressure tanks, elevated tanks, fire deportment -tanker shuttles, or other app -systeii eapa14o 4 providing the required fire flow shall be permitted. ri entg#er--Buildings. 45:4.1* Scope. 18.1.1.1* The prose -du r shall be in accordance with Section 18.4. 18.4.1.2 Section 18.1 shall not -apply to atr++c s-mhcr than buildi rigs. 111,4,2 1)elinitous. Sec --definition.; 3.3.14.5, Fire flow -Area, and 3.3.12A;-F4ie-Flew 3.A z Mpa•c...,4ien& requirements -shall be -permitted to bc--decreased by the AI]J tint-isolate.-baifd'tngstnr a group -el' i+uildings in rural areas or--suburban--areas--where----the development -f v-rt }uirernL ls--is impractical as determined by thtAH : 48.1.3.1.1 The -M-11 shall -be author}zed-to-establish-conditions on fire llow red-actions-approved—in--accordance—with--18,444 including, but -not -limited -to, fire-sprinklerproteetion type --e€ eonstruetion-ofthebui-1c1+ ; eeeupaner,- and -setbacks: 1-8:4:3.2 lnereases.-P-ire-43ow-shall-tie permitted -to -b --n roasod by the-M-I-J-iN1tere-eenditions-Milieete-on-ormsaftl-suseeptibility te-gr-eup-Firer conflagrations. An upward medi-fkatien-sha4l not---be---afore-- han---t M' required g, under consideration: 18.4.4.4 General --The fire flow area shall be -the -total -deer area a1' -all- floor---levels---o-a-bcrilding-exe+ t as Irrodi-Fled in 13.1.1.1.1- 18:4M-,4--Type-1-(443 e-1-(-334-an d yI'ype i i-(322) Cons4Tuetin, Te fi - ew— .a gilding cor+'lcuctcd o('Type 1(113), Typo 1(332} and ---Type II (222) cnniir eta ,.haft b. th of th t,... 1., st seeeessive-floom `-8 Ai_ G ,iT:—Flew-Reftuirem . . ini',144ugs, 1-SA:5:1-On4r-+rn4i�we-1'�r elFiirgs: uration-iegairn nef14 tiF e t -floes not e eeed 00 -f12 (331.5 ma) shall be 1000 gpm (3785 1.4nin) boor: 41ew of--50-percent shall h., . ._...:u...1 ..hen the building is---provided--wF4' n --approved t: matic sprinkler system. c required fire flow of 25 percent shall •tt d ,.r., ti,. ,. i1di eted t tt c�IGi'! IrR ��• TIl "{'l- 1rTIAl�TCILi�Yr b 41E1 gs-by a Hsi+rifnttrn of 30 11 (9.1 m). 45:4.5.1.3 The reduction in 18.4.5.1.1.i and 18.1.5.1,1.2 shall not reduce the required fire flow to less than 5410 gpm (4900 L/min). 1-8.4.5.1.2 mire flow and flow--durat4sn44-4wellings-having-,a fire flow area in excess af--5A00-#1' (334,54n24 -shall -not -be -less Ie 18,1.5.1 2. e. ;.,, , ,., .t.. .,, ...t when he --f eilding-is--pro., T. -with an :approved- automatic sprinkler system: 18.4.5.2 ou41t14 Dwellings. The minimum fire- flow and- flow duration for boil they than one Ana -1 -we Tamil dwe1�,11:rig--;1a" e &pee-4ierl-ix-=fable 18.4.5.12. . . . }tore4=rti when --lay--n approved automatic sprinkler system. The-resultingire low ll---not-be less titan -t-01110 gpm- -3-7 -6 + 18.1.5.2.2 Required--tar-e--Row--.shalt-be-redund by 75 percent when the building is protected-threnghout-rb -a n--;:ppftye4 automatic sprinkler system, svl eh at:fey-- ga; n ,tae spr'n' :.re ghout. The reaulfiaag-fire-flow-s1 all-net-ic 1c3, than 60t)-gpr (- 2-7 :/min), r o A 5 3* r. n building with an app ve•1 it r 1r-i„kler eystei+i, the -fit -flow-demand--and the fire sprinkler system-dennafd-shall not —be —required te-be-addgd together. `he water supply shall be capable of de i- -the-lar'gcr of the -individual- sn+aatls:• M A M A M A M A A M A M A M A M A M A M A M A M A M A M A M A M A A M A M A A M A M A M A A M A M A M A A M A M CI 2012 Edition See Page 1-11 IMPORTANT NOTE and Frani Page reltardlnx Diselrrhner Notices COMBUSTIBLE WASTE AND REFUSE 1-I 67 M A M A M A M A M A 18,5 Fire Hydrants. I8.5.1'k The number and type of fire hydrants and connections to other approved water supplies shall be capable of delivering the required lire flow and shall be provided at approved locations. 1$.5.2 Fire hydrants and connections to other approved water supplies shall be accessible to the tire department. 18.5.3 Clear Space Around Hydrants. A 36 in. (914 mm) clear space shall be maintained around the circumference of lire hydrants except as otherwise required or approved. 18.5.4 Private water supply syslems shall be tested and maintained in accordance with NFPA 25. 18.5.5 Where required by the Atli, fire hydrants subject to vehicular damage shall be protected unless located within a public right of way. 18.5.6 Where water supplies or fire hydrant} are out of service for maintenance or repairs, a visible indicator acceptable to the AIIJ shall be used to indicate that the hydrant is out oi'service, 1$.5.7 M•a l king-ol--14•ydFafnta 18.5.7;1 Fire hydra reflector affixed ed to the roadway surface where rognii -1 o AHJ, .. is shall be marked with an approv,�r d -t "^^-or etho haviec-a filie.a ,..r., ,o t,.., 4r h,tjrant t'o ..I r.,. the A rJ r -',-o. :-,' *—Where--r lr"w" c M44, fi-Fe hydrants shall --he ee1or—ended or ell idieatiag the available flow capacity. Chapter 19 Combustible Waste and Refuse 19.1 General. 19.1.1 Permits. Permits, where required, shall comply with Section 1.12. 19.1.2 Persons owning or having control of any property shall not allow any combustible waste material to accumulate in any area or in any mariner that creates a lire hazard to life or property. 19.1.3 Combustible waste or refuse shall be properly stored or disposed of to prevent unsafe conditions. 19,1.4 Fire extinguishing capabilities approved by the AHJ including, but not limited to, firc extinguishers, water supply and hose, and earth -moving equipment shall be provided at waste disposal sites. 19,1.5 Buming debris shall not be dumped at a waste disposal site except at a remote location on the site where fire extinguishment can be accomplished before compacting, covering, or other disposal activity is carried out. (See Section 10.11 for additional guidance) 19.1.6 Electrical Wiring. 19,1.6.1 Electrical wiring and equipment 10 any combustible fiber storage room or building shall be installed in accordance with the requirements of Section 1 1.1 and NFPA 70, National Electrical Code, for (lass 111 hazardous locations. 19.1.3 Combustible waste or refuse shall be properly stored or disposed of to prevent unsafe conditions. 19.1.4 Fire extinguishing capabilities approved by the AI-IJ including, but not limited to, lire extinguishers, water supply and hose, and earth -moving equipment shall be provided at waste disposal sites. 19.1.5 Burning debris shall not he dumped at a waste disposal site except at a remote location on the site where fire extinguishment can be accomplished before compacling, covering, or other disposal activity is carried out, (See Section 10.11 for additional guidance.) 19.1.6 Electrical Wiring. 19.1.6.1 Electrical wiring and equipment in any combustible fiber storage room or building shall be installed in accordance with the requirements of Section 1 1.1 and NFFA 70, National Electrical Code, for Class 11I hazardous locations. 19.1.6.2 The AHJ shall be responsible for designating the areas that require hazardous location electrical classifications and shall classify the areas in accordance with the classification system set forth in NFPA 70, 19.1.7 No Smoking. 19.1.7.1 No smoking or open flame shall be permitted in any area where combustible fibers are handled or stored or within 50 11(I5 in) al'any uncovered pile ofsuch fibers. 19.1.7.2 "No Smoking" signs shall be posted. 19.1.8 Vehicles or Conveyances Used to 'Transport Combustible Waste or Refuse. 19.1.8.1 Vehicles or conveyances used to ininsport combustible waste or refuse over public thomughfates shall have all cargo spec covered and maintained tight enough to ensure against ignition from external fire sources and the scattering of burning and cotnbi rstible debris that can come in contact with ignition sources. 19.1.8.2 Transporting burning waste or refuse shall be prohibited. 19.183 Trucks or automobiles, other than mechanical handling equipment and approved industrial tnrcks as listed in NFPA 505, Fire ,Safety Standard for Powered Industrial Tndo' including Type Designation.% Arms of Use, Conversions, Maintenance, and Operations, shall not enter any fiber storage room or building but shall be permitted to he used at loading plat fomrs. 19.2 Conibustihte Waste and Refuse. 19.2,1 Rubbish Containers. 19.2.1.1 General. Rubbish containers kept outside o1' rooms or vaults shall not exceed 40,5 1I (1.15 rn3) capacity. 19.2.1.1.1 Containers cxceeding a capacity of 5'13113 [40 gal (0.15 rn)) shall be provided with lids. 19.2.1.1.2 Such containers and lids as described in 19.2,1.1.1 shall be constructed of noncombustible materials or nonmetallic materials complying with 19,2.1.2. 19.2,1.2 Nonmetallic Containers, 19,2.1.2.1* Nonmetallic rubbish containen4 exceeding a capacity of 51/3 fl3 [40 gal (0.15 tu')J shall he manufactured of materials having a peak rate of heat release not exceeding 300 kW/in2 at a flux of 50 kW/m'- when tested in the horizontal orientation, at a thickness as used in. the container but not less than of 0.25 in. (6 ruin), in accordance with ASTM E 1354, Test Method for !feat and Visible Smoke Release Rates for Materials and Products Using an Oxygen Consumption Calorimeter, or NFPA 271, Standard Method of Test for' Heat and Visible Smoke Release Rates for Materials and Products Using an Oxygen Consumption Calorimeter, NFPA and National Fire Protection Association are registered Iradetnarks otthe National Fire Protection Association, Quincy, Massachusetts 02169 1 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 REPORT TO: 162 Underpass, LLC The Free Sea Turtle, LLC FROM: Jon Idman, Town Planner RE: Staff Review ##s 23-2 and 23-3, Brewster Code Chapter 83, Section 4(D) 162 Underpass Road (Map 77, Lot 9) Lots 1, 2 & 3 Plan Book 698 Page 25 DATE: January 18, 2023 _____________________________________________________________________________ Proposed multi-building/ multi-unit commercial development with accessory commercial dwelling units on separate development sites along with supporting improvements (Lot 1 and Lot 2). Shared development infrastructure (parking, stormwater, etc.) on Lot 3. CH commercial district Preliminary site plans for staff review (separate for Lot 1 and Lot 2) prepared by J.M. O’Reilly, dated 1/6/23 As separately owned/ controlled developments on separate lots, the proposed development as depicted would not require mandatory DRI referral/ review by the Cape Cod Commission. The Staff Review meeting was held 1/20/23 at Town Hall, Room B with the following representatives of the Applicant:  Charlie Whitcomb  Paul Wallace  John O’Reilly, PE, PLS Town Staff in attendance  Bill Grafton – Conservation Administrator  Jon Idman – Town Planner  Sherrie McCullough – Asst. Health Director  Chris Miller – Natural Resources Director  Robert Moran- Fire Chief  Alex Provos- Asst. Water Superintendent Comments  See attached written comments from DPW, the Fire Department, and the Health Department.  A major stormwater permit will be required for proposed development on each Lot 1 and Lot 2. ConsCom will likely be the authority for Lot 2, and Planning Board for Lot 1, because of wetlands jurisdiction.  Another major stormwater permit may be required prior to any proposed development or permitting for the same, in order to do site work in advance. Such stormwater permit will deal exclusively with erosion control rather than permanent stormwater BMPs and facilities because no impervious surface would be proposed with the initial major stormwater permit for site work/ land disturbance. Office of: Planning Board Planning Dept. 2  Zoning o Contractor and Trades Building use has to be done in its own separate building/s on the site rather than as Row Commercial. The foregoing are separate and distinct uses. The lots are large enough/ have minimum lot area for either Row Commercial and/ or Contractor and Trades Building uses. The restaurant could not be located in the same trades use building proposed on lot 1 but would have to be in a separate building. o It was confirmed that the restaurant use did not contain a brewery, which is a manufacturing use. o Lot 1 shows a multi-family dwelling as defined in the Bylaw because three or more dwelling units are proposed in the building. That said, the Bylaw does not limit ACDUs to one per site as is the case with ADUs. ACDUs could be dispersed in various buildings on site per the total number of commercial units or operations proposed per Lot. o Lot 3 is proposed to be developed with supporting infrastructure for both Lots 1 and 2. Per the definition of “Lot” in the Bylaw, Lot 3 would have to be joined with either Lot 1 or Lot 2, or split between them, through an ANR or perimeter plan, as applicable. Shared infrastructure could be accomplished through easements.  Even if uses are allowed by right in the district, the application should specifically request them, e.g. outside storage, commercial vehicle parking, etc.  Site plan review will be required for each Lot development. o Staff would recommend to the planning board that some level of transportation study be provided dealing with trip generation, access, and turning movements. o Driveway separation from other drives and roads should be provided per the site plan review standards. As is proposed, a single shared access point is generally preferred and to accommodate the same, the Bylaw allows for setback waivers for parking spaces, etc. o Some landscape buffering will be required though it may not necessarily mean a continuous vegetated buffer of at least 10’ around the entirety of the Lots.  Development on Lot 2 should be mindful of wetlands and the conservancy district (including soils) to the north. As is proposed, minimum required zoning distance from a building to a wetland is 50’.  We expect to have more detailed discussion including about parking and site plan review standards as the proposed development comes more into focus. ENC Brewster Planning Department 2198 Main Street Brewster, MA 02631-1898 508-896-3701 x1133 brewplan@brewster-ma.gov Staff Review RECEIVED JAN 202023 BPrINSTER PLANNING BOARD Data Transmittal Sheet ZONING BOARD OF APPEALS _ James Gallagher, Assessor's Department — Jill Scalise, Housing Office _ Davis Walters, Building Department/HDC — Chris Miller, Natural Resources Department Bill Grafton, Conservation Department _ Jon ldman, Planning Department _ Griffin Ryder, Department of Public Works _ Lt. Charles Mawn, Police Dept Chief Robert Moran, Fire Department — Peter Lombardi, Town Administration Deputy Chief Kevin Varley, Fire Department Donna Kalinick, Town Administration Amy von Hone, Health Department/WQRC — Paul Anderson, Water Department Date Submitted January 10, 2023 Application Number 23-02 Date Transmitted January 13, 2023 Applicant Paul Wallace Proposal The Applicant proposes to construct a new 140' x 60' building with five (5) commercial bays, one (1) restaurant space, one (1) two -bedroom security dwelling and four (4) one -bedroom accessory commercial dwelling units. Development 162 Underpass Road Lot 1 (Map 77, Lot 9) Location Is application material complete for your preliminary review? Yes )- No If no, please indicate what additional material, documentation, or information you may wish to see prior to the meeting: Additional Comments: A D12ry y/cuedeve" FErMir IA/iL[. !3r RZyPitell AV," The DP►v. 7 D►tiv Rcrds1 That. .577203— on LHC Y 'as f aoAn 51+0 VL-O fit ,$F+o►yv .SD 77-ite IQ1E./VMalt" aF A+C D2ive exsrt •q REt/rF . C P19/1r or The S,lZ PLA}' gel/IL/La A T7ZAPr-cc- ANC. ActLnj 5n/oy .SbblW7W fb CAc.4vuare 1FW Gc torno4--, Am.) cock/wit- -714N- rat pa i vctMa7 it SAI=D. 6P' II< PLANS Sig nature Comments may be e -mailed to Lynn St. Cyr, !sic yr(a Brewster-ma.gov and/or provided at the Staff Review meeting on Friday, January 20, 2023 at 10:00 am in Room A. Thank you. Staff Review Data Transmittal Sheet 03-03-2017 Lynn St. Cyr From: Sherrie McCullough Sent: Thursday, January 19, 2023 12:40 PM To: Lynn St. Cyr Subject: Staff Review Application #23-02 for 162 Underpass Road, Lot 1, Map 77 Parcel 9 Applicant Paul Wallace proposes to construct a new 140' X 60' building with five (5) commercial bays, restaurant space with 76 seats, one (1) two -bedroom security dwelling, and four (4) one -bedroom commercial accessory dwelling unit (ADU's) Health Department comments based on information provided at this time. • This parcel of land lies outside the Zone II, and the District of Critical Planning Concern (DCPC) and has access to town water. The property is located within an Environmentally Sensitive Area (ESA) per our local BoH regulation. The Property would be restricted to 110 gpd/10,000 sf of land area if there are any variances required for the proposed septic system. The total land area is 42,200 SF +/- • Based on the current proposal total daily flow required is 3,470 gpd, the proposed plan shows 4,736 gpd is proposed. Since the total daily flow is greater than 2,000 gpd, local BoH regulations (Small Wastewater Treatment Facilities) requires a denitrification system to meet the 10 ppm (Nitrogen 10mg/I, Nitrate Nitrogen 19 mg/I) due to lot size. A dinitrogen system has been proposed on the current plan. Soil testing and evaluation was conducted on September 27, 2022. • The restaurant service will require a grease trap as part of the septic system. A grease trap is represented on the plan but is not listed in the notes. • The plan design lists a 74 -seat restaurant and a 76- seat restaurant. The plan notes list one 76-84 seat restaurant X 35 gpd/seat = 2,660 gpd. The actual number of seats will need to be determined for final review. • If the bays are to be accessible by vehicles, floor drains will be required in each bay and each floor drain will need to be connected to an industrial wastewater holding tank. • Any proposed hazardous material storage or disposal must meet appropriate requirements. • Prior to construction, septic plans and a Building Waiver Application will need to be submitted to the Health Department for full department review prior to final approval. Respectfully submitted, Sherrie cf4epfte A6160 AU, Assistant Health Director Town of Brewster Beginning March 21, Brewster Town Offices will be open to the public Monday through Thursday from 8:30 to 4:00prn, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.aov. 1 a QEiI r0 4. g ,moron's • NftNilll3l AIRI�� Brewster Planning Department 2198 Main Street Brewster, MA 02631-1898 508-896-3701 x1133 brewplan@brewster-ma.gov Staff Review Data Transmittal Sheet _ James Gallagher, Assessor's Department Davis Walters, Building Department/HDC Bill Grafton, Conservation Department _ Griffin Ryder, Department of Public Works Chief Robert Moran, Fire Department Deputy Chief Kevin Varley, Fire Department Amy von Hone, Health Department/WQRC RECEIVED JAr spr _ Jill Scalise, Housing Office _ Chris Miller, Natural Resources Department _ Jon Idman, Planning Department _ Lt• Charles Mawn, Police Dept Peter Lombardi, Town Administration _ Donna Kalinick, Town Administration _ Paul Anderson, Water Department Date Submitted January 10, 2023 Date Transmitted January 13, 2023 Application Number 23-02 Applicant Paul Wallace Proposal The Applicant proposes to construct a new 140' x 60' building with five (5) commercial bays, one (1) restaurant space, one (1) two -bedroom security dwelling and four (4) one -bedroom accessory commercial dwelling units. Development 162 Underpass Road Lot 1 (Map 77, Lot 9) Location Is application material complete for your preliminary review? Yes No If no, please indicate what additional material, documentation, or information you may wish to see prior to the meeting: Additional Comments: SEA Pb commekrs A-rpleitt Signature Comments may be e -mailed to Lynn St. Cyr, fstcyrabrewster-ma.gov and/or provided at the Staff Review meeting on Friday, January 20, 2023 at 10:00 am in Room A. Thank you. Staff Review Data Transmittal Sheet 03-03-2017 Fire Department Comments Underpass Road Wallace Staff Review 1. Per MGL Chapter 48 Section 26G buildings totaling more than 7,500 gross square feet shall be protected by an adequate system of automatic sprinklers in accordance with the provisions of the State Building Code. 2. The facility shall meet all requirements contained within 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code including all referenced NFPA Standards. 3. A computer -generated apparatus swept path and turn simulation analysis shall be provided to the fire department for review and approval. 4. Fire department access roads including roadways, fire lanes, and parking lot lanes shall be no less than 20' in width. 5. Minimum inside turning radius of fire department access roads shall be 25'. The developer may be required to increase this minimum turning radius to accommodate fire department apparatus. 6. All vehicles shall be parked in designated parking spaces only. Parking for restaurant food pick-up service on interior parking lot lanes shall not be allowed. 7. Dead end fire department access roads in excess of 150' in length shall be provided with approved provisions for fire apparatus to turn around (west side of building). 8. All access and interior parking lot lanes shall be designated as fire lanes. All signage and road markings shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 9. Area in front of garage bays shall be designated as a fire lane. Parking shall not be allowed. 10.A graded gravel pathway no less than 25' in width shall be installed on the exterior south side of the building to allow fire department access for fire suppression operations. 11. The developer shall install two (2) fire hydrants. The location shall be approved by the fire department prior to installation. 12. The fire department shall approve the location and type of fire department connections for the automatic sprinkler system prior to installation. 13.The fire department shall approve the location of all fire and carbon monoxide detection system reporting panels required under the State Building Code prior to installation. 14.An Emergency Responder Radio Communication System shall be installed in the building per section 916.1 of the Massachusetts State Building Code. 15,A Knox box key vault shall be installed on the building. Location and type shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 16. Street address and building unit numbers shall be approved by the fire department and installed prior to the issuance of a certificate of occupancy. 17. Dependent on occupancy and use of contractor bays special fire protection/detection systems meeting the State Building Code may be required. 18. Storage of any hazardous, flammable, combustible, or explosive materials in the contractor bays shall meet the requirements set forth in 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code. Brewster Planning Department 2198 Main Street Brewster, MA 02631-1898 508-896-3701 x1133 brewplan©brewster-ma.gov Staff Review Data Transmittal Sheet RECEIVED BPFWSTER PLANNING ©OARD ZONING BOARD OF APPEALS .___ James Gallagher, Assessor's Department _ Jill Scalise, Housing Office _ Davis Walters, Building Department/HDC _ Chris Miller, Natural Resources Department _ Bill Grafton, Conservation Department _ Jon ldman, Planning Department 1 Griffin Ryder, Department of Public Works _ Lt. Charles Mown, Police Dept Chief Robert Moran, Fire Department _ Peter Lombardi, Town Administration _ Deputy Chief Kevin Varley, Fire Department _ Donna Kalinick, Town Administration Amy von Hone, Health Department/WQRC _ Paul Anderson, Water Department Date Submitted January 10, 2023 Date Transmitted January 13, 2023 Application Number 23-03 Applicant Charlie Whitcomb Proposal The Applicant proposes to construct a new 100' x 50' building with five (5) commercial bays and one (1) security dwelling. Development 162 Underpass Road Lot 2 (Map 77, Lot 9) Location Is application material complete for your preliminary review? Yes No If no, please indicate what additional material, documentation, or information you may wish to see prior to the meeting: Additional Comments: A Diti Ll-gAy/c,its Cu,- P4zrrlr ev' - - ee ntn f2om C DPIN- Z C Pi WavArl 14C#VJS j7 SfiL f on GKacr/ -Si Pd9n 541 w Re 5 PicfivrJ on 17f. PLAtti So 1744: AvAlmero-- aF ne- Oflliewa J c iC Revi e-+3 A.i 98rtr ec 7/4E srZ PLAN EEVfE + A 712APPL 1 iP cr Arm RerE'S,t DUD Slie LW Air SuBrnrr 7o CAICGC&rE 7721P 6,ski r 4Tror' Auto DoC e- r4#ir D( VILIVetogy LOcA?11.4 15 S4FC. Signature Comments may be e -mailed to Lynn St. Cyr, lstcyrabrewster-ma.gov and/or provided at the Staff Review meeting on Friday, January 20, 2023 at 11:00 am in Room A. Thank you. Staff Review Data Transmittal Sheet 03-03-2017 Lynn St. Cyr From: Sherrie McCullough Sent: Thursday, January 19, 2023 12:47 PM To: Lynn St. Cyr Subject: Staff Review Application #23-03 for 162 Underpass Road, Lot 2, Map 77 Parcel 9 Applicant Charlie Whitcomb proposes to construct a new 100' X 50' building with five (5) commercial bays for trade shop or garage use, and one (1) two -bedroom security dwelling. Health Department comments based on information provided at this time. • This parcel of land lies outside the Zone II, and the District of Critical Planning Concern (DCPC) and has access to town water. The property is located within an Environmentally Sensitive Area (ESA) per our local BoH regulation. The Property would be restricted to 110 gpd/10,000 sf of land area if there are any variances required for the proposed septic system. The total land area is 40,675 +/- SF, wetland area is 306 SF +/-, and upland area is 40,579 SF+/-. • Based on the current proposal, total daily flow required is 370 gpd, the proposed plan shows 444 gpd is proposed. Soil testing and evaluation was conducted on September 27, 2022. • If the bays are to be accessible by vehicles, floor drains will be required in each bay and each floor drain will need to be connected to an industrial wastewater holding tank. • Any proposed hazardous material storage or disposal must meet appropriate requirements. • Prior to construction, septic plans and a Building Waiver Application will need to be submitted to the Health Department for full department review prior to final approval. Respectfully submitted, Sherrie S Pwre We edloa 4 A9, cf, Assistant Health Director Town of Brewster Beginning March 21, Brewster Town Offices will be open to the public Monday through Thursday from 8:30 to 4:OOpm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.gov. 1 ,y O,alk aulNl �� qy ��\\, Ny 2 e s 3 r o * 0 i ,4c"irti iM 111 A Brewster Planning Department 2198 Main Street Brewster, MA 02631-1898 508-696-3701 x1133 brewpian©brewster-ma.gov Staff Review Data Transmittal Sheet _James Gallagher, Assessor's Department _ Davis Walters, Building DepartmentlHDC _ Bill Grafton, Conservation Department _ Griffin ��3ep me of Ptibt c Works Chief Robert Moran, Fire Department Deputy Chief Kevin Varley, Fire Department von Hone, Health Department/ WQRC r Jill Scalise, Housing Office Chris Miller, Natural Resources Department Jon Idman, Planning Department Lt. Charles Mawn, Police Dept _ Peter Lombardi, Town Administration 4 Donna Kalinick, Town Administration Paul Anderson, Water Department Date Submitted January 10, 2023 Application Number 23-03 Date Transmitted January 13, 2023 Applicant Charlie Whitcomb Proposal The Applicant proposes to construct a new 100' x 50' building with five (5) commercial bays and one (1) security dwelling. Development 162 Underpass Road Lot 2 (Map 77, Lot 9) Location Is application material complete for your preliminary review? Yes No If no, please indicate what additional material, documentation, or information you may wish to see prior to the meeting: Additional Comments: fr,J 4/7/7,, ,z/ -s - Signature Comments may be e -mailed to Lynn St. Cyr, istcyr(abrewster-ma._gov and/or provided at the Staff Review meeting on Friday, January 20, 2023 at 11:00 am in Room A. Thank you. Staff Review Data Transmittal Sheet 03.03-2017 Fire Department Comments Underpass Road Whitcomb Staff Review 1. Occupancy and proposed mixed residential/commercial use of building may require the installation of an automatic sprinkler system in accordance with the provisions of the State Building Code. 2. The facility shall meet all requirements contained within 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code including all referenced NFPA Standards. 3. A computer -generated apparatus swept path and turn simulation analysis shall be provided to the fire department for review and approval. 4. Fire department access roads including roadways, fire lanes, and parking lot lanes shall be no less than 20' in width. 5. Minimum inside turning radius of fire department access roads shall be 25'. The developer may be required to increase this minimum turning radius to accommodate fire department apparatus. 6. All vehicles shall be parked in designated parking spaces only. Area in front of garage bays shall be designated as a fire lane. Parking shall not be allowed. 7. Dead end fire department access roads in excess of 150' in length shall be provided with approved provisions for fire apparatus to turn around (west end of parking lot lanes and access road) 8. All interior parking lot lanes and roads shall be designated as fire lanes. All signage and road markings shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 9. The developer shall install one (1) fire hydrant. The location shall be approved by the fire department prior to installation. 10. The fire department shall approve the location and type of fire department connections for any required automatic sprinkler system prior to installation. 11.The fire department shall approve the location of all fire and carbon monoxide detection system reporting panels required under the State Building Code prior to installation. 12.An Emergency Responder Radio Communication System shall be installed in the building per section 916.1 of the Massachusetts State Building Code. 13.A Knox box key vault shall be installed on the building. Location and type shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 14. Street address and building unit numbers shall be approved by the fire department and installed prior to the issuance of a certificate of occupancy. 15. Dependent on occupancy and use of contractor bays special fire protection/detection systems meeting the State Building Code may be required. 16. Storage of any hazardous, flammable, combustible, or explosive materials in the contractor bays shall meet the requirements set forth in 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code. 17.A graded gravel pathway no less than 25' in width shall be installed on the exterior north side of the building to allow fire department access for fire suppression operations. CASE NO. 2024-04 ONLY DOCUMENTS FOR THE FREE SEA TURTLE, LLC PAUL WALLACE, MANAGER 162 UNDERPASS ROAD 1 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 STAFF REPORT TO: Planning Board FROM: Town Planner Re: Special Pemit & Site Plan Review: Case No. PB24-4 162 Underpass Road (Map 77, Lot 9), The Free Sea Turtle, LLC Plan Book 698, Page 25, “Lot 1” DATE: April 2, 2024 _____________________________________________________________________________ This is not intended to be a comprehensive or final report on the project, but rather preliminary comments that will be supplemented and revised throughout the pendency of review. Specifically, I plan to provide my recommendations and opinions about the project’s consistency with site plan review and special permit standards later in the hearing/ review period. Copies of comments from the formal, pre-filing Staff Review process have also been provided to assist the Board, though these comments refer to iterative project designs elements that may now have been revised in the application plan set. General  The property is located in the CH (commercial) district.  A single, two-story building is proposed, with a footprint of 3,300 +/- square feet. Four total units are proposed in the building, one on the ground floor and three on the second floor.  Because of the new uses and floor area size proposed, the proposed development is subject to site plan review.  The proposed development underwent formal Staff Review, as required.  The property is currently vacant, is largely disturbed and was previously used for an excavation business.  Small “Lot 4” shown on the site plans and Plan Book 698, Page 25 is not included in the development proposal.  There is a significant change in grade throughout the lot, and a retaining wall is proposed along the property’s southern boundary.  Because of the grade of the lot, access to the second floor of the building is via a walk to the rear of the building.  No floodplains, impaired watershed, Zone II or wetlands areas are located on the lot. Office of: Planning Board Planning Dept. 2 Uses  The main site use is “Row Commercial,” which in turn allows individual uses allowed in the district to be undertaken within the constituent units. Row Commercial is allowed by right in the district.  The full-service restaurant use, proposed to occupy the entire first floor, requires a special permit in the district. Outdoor seasonal dining is proposed on the patio, accessory to the restaurant use.  The menu of proposed uses for the three, second floor units are allowed by right in the CH district: retail; gift shop; art gallery; antique store; personal services; business offices; and repair services (not automotive).  Storage of commercial vehicles would also be allowed on the lot, as proposed.  The plans appear to meet all ROW Commercial requirements set out in Section 179-38 of the Zoning Bylaw, including maximum building coverage (25%) and minimum vegetated ‘green’ area (25%).  The building appears to meet setback requirements. Infrastructure  The proposed development has received a Stormwater Management Permit. The approved stormwater management system is consistent with stormwater management standards under site plan review.  In addition to stormwater management, the proposed development shares infrastructure and improvements with the development proposed on abutting Lot 2/3 (pending case PB24-5): access and driveways; landscaping; signage; bike rack; dumpsters; and parking. Landscaping  The application states that there is a proposed evergreen buffer along the western property line with the abutting town property (Eddy School). This is not shown or referenced on the landscape plan but should be.  The landscape plan uses native species or species appropriate to the area and context. It appears that in addition to the existing vegetation, the proposed plantings would create a continuous buffer along Underpass Road; the Board should confirm the sufficiency of this buffer.  The proposed lawn areas should be confirmed as turf-type tall fescue.  The landscape details sheet in the site plan set should be revised to recognize that the water quality swale will be planted with shrubs, not turf, thus reference to loam and seed should be revised. Building Design  Two master signs are proposed, both on ‘Lot 1,’ presumably to serve both Lot 1 and Lot 2/3. The Building Commissioner is the master sign permitting authority. Depending on their proposed size, the master signs may require a special permit from the Planning Board.  The application generally states the exterior building finishes. The application suggests that the building will be a typical metal space building, but also refers to wood siding. The Board might want more specific details on materials. 3  The building design appears to be much more interesting, complex and attractive than a ‘typical’ metal space building.  The lighting fixtures selected can be ordered as “fully shielded, full cut-off.” Any approval should condition the lighting to be full-shielded and full cut-off. Parking  The Zoning Bylaw allows the Board through site plan review to waive or modify parking and drive aisle width requirements (including parking space setbacks and number of spaces), especially useful in cases where parking and access is to be shared. The proposal requests and relies on such flexibility for parking setbacks and driveway width. See Zoning Bylaw Sections 179-23A and 179-66(B) & (D).  The proposed number of shared spaces proposed between the two abutting developments (55) is consistent with the Board’s parking policy (September 11, 2013), as calculated in the site plan set.  It appears that parking is curbed, so no wheel stops are necessary. Traffic/ Access  The applicant’s engineer has met with the Fire Chief to confirm adequate site access and circulation for emergency service vehicles (see ‘swept path analysis’ in site plan set).  The Applicant provided a transportation assessment by VHB for the proposed developments, including trip generation, level of service, crash data and sight line analyses. It concludes that the proposed access drive is located in the safest possible location and has sufficient sight lines; there is not a crash history in the area of locus; and that the resulting level of service in the roadways under proposed development conditions remains acceptable.  Trip reduction measures are proposed to mitigate new trip generation. For trip reduction measures, the Applicant is proposing a travel demand management (TDM) program, which would, as a condition of any approval, be implemented onsite amongst the various tenants/ users when the project is completed and buildings occupied.  The TDM program would include a proposed sidewalk on-site along Underpass Road, along with a crosswalk, to connect with the sidewalk system along the east side of the road. The proposed new site access drive and crosswalk is towards the southern end of the property, in proximity to the new curb cut/ access drive. A bike rack is also proposed on the restaurant patio. The TDM program should take note that the CCRTA has a fixed route along Underpass Road, with a stop only a short distance to the south of the property at the intersection of Snow Road and Underpass Road.  The Board might want to consider how many bike rack spaces should be provided, as they will serve both proposed developments.  The site dumpsters are shared, located on Lot 2/3, and access to them appears adequate.  A loading zone for the restaurant is provided east of the building, near the proposed outdoor freezer.  A curbcut/ driveway permit will be required from DPW; construction access and activities (including the proposed sidewalk and crosswalk on Underpass Road) should be coordinated with DPW prior to any commencement of work. Lynn St. Cyr From: Victor Staley Sent: Thursday, March 7, 2024 11:54 AM To: Lynn St. Cyr Cc: Richard Leibowitz; Jonathon Idman; Erika Glidden; Victor Staley Subject: FW: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Attachments: PB#2024-04 and PB#2024-05 combined application.pdf; Staff Report 23-2 and 23-3 Underpass Rd 011823.pdf; Staff Review Report 23-5 and 23-6 Underpass Rd 081123.pdf Hello Lynn, The Building Comments are as follows. This review does not include the proposed signage as there was not enough information to assist in commenting on Zoning Bylaw compliance. All Sections identified are from the Brewster Zoning Bylaw unless otherwise noted. Lot 1 application. 1. The list of proposed uses is accurate pursuant to Table 1, Table of Uses. If this petition is considered as Row Commercial, then the maximum building coverage is 25% rather than the 40% as presented. I could not determine of Lot 1 has a minimum of 25% green space. Please refer to Section 38. 2. All buildings and spaces open to the general public (including clients) shall satisfy the accessibility standards of 521 CM R. 3. Depending upon the actual uses to be introduced the MA State Building Code may require the building sprinkled, alarmed, or otherwise protected by fire rated assemblies. 4. The stair system identified at the rear of both buildings shall not exceed four (4) feet in height including hand/guardrail systems. Table 2, Note 5. Lots 2 & 3 application. 1. The list of proposed uses is accurate pursuant to Table 1, Table of Uses. It would be my opinion that a Building and Construction Trades Shop or Garage (BCTSG) cannot be combined with the other two (2) uses proposed as they are mutually exclusive of each other pursuant to definition in Section 2. 2. There are five (5) bays identified in the plans which gives a confusing aspect to the limitation to having only four (trades) on a property. See definition Section 2. 3. The proposed parking appears to violate setbacks pursuant to Section 23-A. 4. The mixed -use building contains a residential unit which automatically requires the entire building to be sprinkled. MA State Building Code amendments Chapter 9. Thank you, Victor Victor Staley Alternate Building Commissioner 508-896-3701 ext. 1125 1 Lynn St. Cyr From: Sherrie McCullough Sent:. Tuesday, March 5, 2024 9:40 AM To: Lynn St. Cyr Subject: Special Permit and Site Plan Review Case No. 2024-04, Map 77, Parcel 9 Hi Lynn, Health Department comments are as follows based upon information provided at this time. • This parcel of land lies outside the Zone II, and the District of Critical Planning Concern (DCPC). The parcel lies within the Cape Cod Bay Watershed and has access to town water. • The proposed septic system shall be fully compliant with both the State Sanitary Code (Title 5) and the Local Brewster Board of Health requirements and may require review by the Brewster Board of Health. • Any proposed outdoor seating with waiter/waitress service for the proposed restaurant must be included in the total septic capacity. Additionally, any proposed outdoor food service will require approval of an Outdoor Cafe License through the Board of Health. • Any proposed hazardous material storage or disposal must meet appropriate requirements. • Prior to construction, septic plans and a Building Waiver Application will need to be submitted to the Health Department for a full department review prior to final approval. Respectfully submitted, Sherrie �'//c/ we Ne dGO' 9% RS. J, Assistant Health Director Town of Brewster Beginning March 21, Brewster Town Offices will be open to the public Monday through Thursday from 8:30 to 4:OOpm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.aov. i Lynn St. Cyr From: Robert Moran Sent: Friday, March 1, 2024 3:38 PM To: Lynn St. Cyr; James Gallagher; Richard Leibowitz; Victor Staley; William Grafton; Griffin Ryder; Kevin Varley; Scott Romer; Amy von Hone; Erika Glidden; Chris Miller; Jonathon Idman; Charles Mawn; Peter Lombardi; Donna Kalinick; Paul Anderson Subject: RE: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Attachments: Whitcomb-Staff-Review-Underpass-3-24.docx; Wallace-Staff-Review- Underpass-3-24.docx Hi Lynn, fd comments remain the same and are attached. I am meeting with John O'Reilly Wednesday regarding parking lot access and egress. Robert Moran Fire Chief/Emergency Management Director Brewster Fire/Rescue Department 1671 Main Street Brewster, MA 02631 (W) 508-896-7018 (F) 508-896-4245 From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:58 AM To: James Gallagher <jgallagher@brewster-ma.gov>; Richard Leibowitz <rleibowitz@brewster-ma.gov>; Victor Staley <vstaley@brewster-ma.gov>; William Grafton <wgrafton@brewster-ma.gov>; Griffin Ryder <gryder@brewster-ma.gov>; Robert Moran <rmoran@brewster-ma.gov>; Kevin Varley <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidden@brewster- ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon ldman <jldman@brewster-ma.gov>; Charles Mawn <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster- ma.gov>; Paul Anderson <panderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: Special Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel 9) in the Commercial High Density (CH) Zoning District. The Applicant proposes to construct two commercial buildings. The larger western building is proposed to have two floors and contain eight commercial units. There are several proposed uses for the commercial units. Please see the narrative included with application for further detail on these uses. The second commercial building is proposed as a full -service restaurant and lounge. Special Permit and Site Plan Review Case No. 2024-05 Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property located at Underpass Road (Map 77, Parcel 10&60) in the Commercial High Density (CH) Zoning District. The Applicant proposes one commercial building with five bays with a proposed use of building and construction trades shop or garage. Additionally, outside storage of business materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. 1 Fire Department Comments Underpass Road Wallace Staff Review 1. Per MGL Chapter 48 Section 26G buildings totaling more than 7,500 gross square feet shall be protected by an adequate system of automatic sprinklers in accordance with the provisions of the State Building Code. 2. The facility shall meet all requirements contained within 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code including all referenced NFPA Standards. 3. A computer -generated apparatus swept path and turn simulation analysis shall be provided to the fire department for review and approval. 4. Fire department access roads including roadways, fire lanes, and parking lot lanes shall be no less than 20' in width. 5. Minimum inside turning radius of fire department access roads shall be 25'. The developer may be required to increase this minimum turning radius to accommodate fire department apparatus. 6. All vehicles shall be parked in designated parking spaces only. Parking for restaurant food pick-up service on interior parking lot lanes shall not be allowed. 7. Dead end fire department access roads in excess of 150' in length shall be provided with approved provisions for fire apparatus to turn around (west side of building). 8. All access and interior parking lot lanes shall be designated as fire lanes. All signage and road markings shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 9. Area in front of garage bays shall be designated as a fire lane. Parking shall not be allowed. 10.A graded gravel pathway no less than 25' in width shall be installed on the exterior south side of the building to allow fire department access for fire suppression operations. 11. The developer shall install two (2) fire hydrants. The location shall be approved by the fire department prior to installation. 12.The fire department shall approve the location and type of fire department connections for the automatic sprinkler system prior to installation. 13. The fire department shall approve the location of all fire and carbon monoxide detection system reporting panels required under the State Building Code prior to installation. 14. An Emergency Responder Radio Communication System shall be installed in the building per section 916.1 of the Massachusetts State Building Code. 15.A Knox box key vault shall be installed on the building. Location and type shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 16. Street address and building unit numbers shall be approved by the fire department and installed prior to the issuance of a certificate of occupancy. 17. Dependent on occupancy and use of contractor bays special fire protection/detection systems meeting the State Building Code may be required. 18. Storage of any hazardous, flammable, combustible, or explosive materials in the contractor bays shall meet the requirements set forth in 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code. L�nnSt.0 r From: Charles Mawn Sent: Friday, March 1, 2024 1:50 PM. To: Lynn St. Cyr Subject: Re: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Lynn, Police Dept. has no comments Lt. Charleis,Macaw Brewster Police Dept. 631 Harwich Rd. Brewster, MA. 02631 Phone: (508) 896-7011 Fax: (508) 896-4525 Email: cmawn@brewster-ma.gov From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:57 AM To: James Gallagher <jgallagher@brewster- agw >; Richard rafton@brewLeibowitz er tma gov>�Griffin Ryder <gryder@brewstersma gov>; taley <vstaley@brewster-ma.gov>; William Grafton g Robert Moran <rmoran@brewster-ma.gov>; Kevin Varlet' <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidden CharbrMawnr ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon Idman <jIdman@brewster-ma.gov>, <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster.- ma.gov>; Paul Anderson <panderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: S ecial Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel ial 9) in the Commercial High Density (CH) Zoning District. to have two floors and contain eight commercial units. There buildings. The larger western building is proposed are a several proposed uses for the commercial units. Please see a the narrative full-service restaurant the poungeion for further detail on these uses. The second commercial building is proposed pal Permit and Site Plan Review Case No. 2024< S 1 Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property located at Underpass Road (Map 77, Parcel 10&60) in the Commercial High Density (CH) Zoning District. The Applicant proposes one commercial building with five bays with a proposed use of building and construction trades shop or garage. Additionally, outside storage of business materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. The Applicants have submitted separate applications, building plans, and landscaping plans for their projects. They have submitted a joint plan set, traffic memorandum, and lighting specifications for their projects. All are included in the attached "PB#2024-04 and PB#2024-05 combined application" pdf. Also attached for reference are the staff reports from the two previous staff review meetings (January 2023 and August 2023) on these projects. All referenced documents are also available for review in the Planning Department. These applications have been scheduled for hearing before the Planning Board on Wednesday, March 13, 2024. If possible, please provide your comments on these applications by Friday. March 8, 2024. Thank you, Lynn Lynn St. Cyr Senior Department Assistant, Planning Department Town of Brewster 2198 Main Street, Brewster, MA 02631 T: 508-896-3701 x1233 Brewster Town Offices will be open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.aov. 2 L nn St. C r From: Chris Miller Sent: Tuesday, February 27, 2024 12:20 PM To: Lynn St. Cyr Subject: RE: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Hi Lynn, no specific comments from Natural Resources; Bill will respond separately for Conservation. Chris Miller, Director Brewster Department of Natural Resources 508-896-4546 x4244 cmiller brewster-ma.eov Brewster Town Offices are open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.eov From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:58 AM To: James Gallagher <jgallagher@brewster- n wgr'Richard fto @brews e1r Leibowitz goev>�Griffin Ryder <gryder@brewstersmal gov>; <vstaley@brewster-ma.gov>; William Grafton g Robert Moran <rmoran@brewster-ma.gov>; Kevin Varley <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidd n brMawnr ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon ldman <jldman@brewster-ma.gov>, <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster- ma.gov>; Paul Anderson <pnderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: Special Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel 9) in the Commercial High Density (CH) Zoning District. The Applicant proposes to construct two commercial buildings. The larger western building is proposed to have two floors and contain eight commercial units. There are several proposed uses for the commercial units. Please see the narrative included with application for further detail on these uses. The second commercial building is proposed as a full -service restaurant and lounge. Special Permit and Site Plan Review Case No. 2024-05 located at Underpass Road (Map 77, Parcel Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property 108E60) in the Commercial High Density (CH) Zoni strict. The Aplicant trades shop opgarage.rAdd'itionallyc outside toone ommercialbagelng with five of business bays with a proposed use of building and construction materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. 1 The Applicants have submitted separate applications, building plans, and landscaping plans for their projects. They have submitted a joint plan set, traffic memorandum, and lighting specifications for their projects. All are included in the attached "PB#2024-04 and PB#2024-05 combined application" pdf. Also attached for reference are the staff reports from the two previous staff review meetings (January 2023 and August 2023) on these projects. All referenced documents are also available for review in the Planning Department. These applications have been scheduled for hearing before the Planning Board on Wednesday, March 13, 2024. If possible, please provide your comments on these applications by Friday, March 8, 2024. Thank you, Lynn Lynn St. Cyr Senior Department Assistant, Planning Department Town of Brewster 2198 Main Street, Brewster, MA 02631 T: 508-896-3701 x1233 Brewster Town Offices will be open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.nov. 2 FOR TOWN OFFICIAL USE ONLY TOWN CLERK RECEIVED: Town of Brewster Planning Board Ch. 179 Application Cover Sheet PERMIT NUMBER ASSIGNED: Project Location: 162 Underpass Road Street Address Map 77, Parcel 9 Assessors Map(s) and Parcel(s) Zone CH Zoning District(s) Applicant: The Free Sea Turtle, LLC Book 35532, Page 98 Deed/ Title Reference Name 21 Crosby Lane, Brewster, MA 02631 Mailing Address 508-246-2892 paulwallace@outerbarco.com Phone Number Email Address Property Owner (if different than Applicant): Same Name Mailing Address Phone Number Email Address Professional Representative: Name John O'Reilly, P.E., P.L.S., ofJ.M. O'REILLY &A SSOCAITES, INC. P.Q. Box 1773, Brewster, MA 02631 Mailing Address 508-896-6601 joreilly@jmoreillyassoc.com Phone Number Email Address Brewster PB Application Cover Sheet Approved 05/10/2023 Page 1 of 2 Professional Representative (as applicable Type of Application (Check as applicable): Special Permit (Zoning Bylaw Section 179-51 or list other or different Zoning Bylaw Sections, as applicable, below) Site Plan Review (Zoning Bylaw Section 179-63) Decision Modification (Provide relevant case number/s below) Decision Extension (Provide relevant case number/s below) Other (List Zoning Bylaw Section/s below) Brief Project Description: The project proposes two commercial buildings along with associated parking and landscape. The proposed uses on the parcel are a restaurant space (front Building) and a second building for Commercial spaces / contractor bay (rear building). The parking area will be shat 1N th 0 Underpass Road (162 Underpass LLC) Signatures 21112 c`Ly Date Property Owner (if different than Applicant) Date Z - 2 Uzi Date If the Applicant is not the Owner, the Application materials shall include the Owner's written consent or authorization to make application, or evidence that the Applicant's interest in the property is sufficient to make application (e.g. lease, P&S Agreement, etc.). The burden is on the applicant to provide accurate, sufficient and complete information in the application. Attached is a checklist of materials and information required to be submitted for a complete application. incompleteness could be cause for delays in review or denial of an application. By making application, the Owner and Applicant hereby authorize the Planning Board and its agents to conduct site visits, at reasonable times, to assist in review of the application. Please refer to current Planning Board schedule for application filing deadlines and associated meeting dates. The Board will make best efforts to work within this filing schedule but is not obligated to do so; the Board's review timelines are established under the Brewster Code and Massachusetts General Laws. in its discretion, the Board may agenda matters, which do not require public hearings, for the next available meeting even if received after the respective filing deadline. Submit to: Brewster Planning Department Town Offices- 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 x 1133 brewplan@brewster-ma.gov Brewster PB Application Cover Sheet Approved 05/10/2023 Page 2 of 2 N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y \V 1.. OVTH ELEvl �c7 450.0 1-'---f,-77--11, 1 H[1111 7-7:717777 iith um! .�. .ilk -x411\\b ii `1 1'i 5 cO „ . ,.ottM ck EK'e, I. k', E.L /f flOIs ( i(p? 1.1k LUE yA ; Rc t), r \- ►tE ,. ,. 04,4, 3� .NVE TU RTLE Lk. CA1 ,- zo 24- r 146 • c...� �.. 7 11Auit.�. f�` f • r'•j J e2J `„sr h ..� "5 ► I : f j VW ` ` � � cc;/dt Ct41`1 . 1 z O1 : i�k7�r� ,� .,,r� - rv} o*wic c c > d -myr\ "tj , i 1 -„so: 4d+ 0 11 11 11 111 11 11 11 fj I 11 11 11 1I 11 I1 l' 1 • .! dolls 1)1: •k� , t hte,c4 g Tut L 1, u E:t '9.F.o__r'Q5 Qf M.0.:ki t-. .. . \rPi, Lipper& FL:16R I Z U Q??$s 1246,P, 1-i4oavm c .r. r/ 8 `` 1'•5' i F ETU .2 LIZ ;t5 f -. . - c:i52,* Lawn UN D E R P A S S R O A D 50 ' P U B L I C W A Y DRILL HOLE FND CB FND Edge o f W e t l a n d Ex i s t i n g R o c k W a l l Ed g e o f P a v e m e n t 19 2 . 0 0 ' S 0 1 ° 0 5 ' 2 3 " E Isolated Vegetated Wetland 68 68 66 66 64 64 62 62 60 60 58 58 56 56 54 52 52 50 50 48 70 70 72 72 46 48 50 54 49 56 58 54 56 EXISTING BUILDING T 71x0 58 PROPOSED BLOCK WALL TOP OF WALL EL=60.0± FINISH GRADE EL=58.5± EQ U I P M E N T ST O R A G E 115.66' 163.00' 71.91' 15 7 . 1 6 ' 286.71' 46 50' Buffer Zone 100' Buffer Zone 50' Buffer Zone 100' Buffer Zone BENCHMARK: Top of Concrete Bound EL=67.76 (MASS COORD.) Area= 1,519 SF± LOT 4 LOT 2-3 Total Area = 64,989 SF± Wetland Area = 306 SF± Upland Area= 65,295 SF± T PROPOSED SIGN 20' UTILIT Y E A S E M E N T TOWN OF B R E W S T E R PROPOSED BULK LANDSCAPE & CONSTRUCTION MATERIAL STORAGE, THREE (3) - 20' x 15' BINS PROPOSED 52' x 32' x 6' LEACHING GALLEY FOR STORMWATER DISPOSAL. DMH GRAVEL SURFACE GRAVEL SURFACE Existing Paved Parking Area DMH DMH PROPOSED 9 0 ' x 6 0 ' FIVE (5) - C O M M E R C I A L B A Y S SLAB FOU N D A T I O N E L = 6 0 . 5 PROPOSED 4 0 ' x 6 0 ' RESTAURA N T SLAB FOU N D A T I O N E L = 6 0 . 5 10' WIDE S I D E W A L K - E L = 6 0 . 5 PROPOSED SIGN PROPOSE D P A T I O Isolated Vegetated Wetland Existing Culvert Existing Paved Driveway Existing Gravel Driveway 49.8'± 21 . 0 ' ± 21 . 0 ' ± 20.5'± Area= 44,200 SF± LOT 1 16" Dead Oak 16" Dead Pine 14" Dead Pine 70 68 66 64 62 71x072 Stockade F e n c e PROPOSED BIKE RACK PROPOSED 6" TALL STOCKADE FENCE FOR SCREENING PR O P O S E D PA T I O PROPOSED LOADING ZONE PROP. FREEZER (3) Chicago Luster Arrowwood (1) Heritage River Birch (11) Heller Japanese Holly (5) Incrediball Hydrangea (4) Northern Bayberry (5) Green Giant Arborvitae (2) Allee Lacebark Elm Allee Lacebark Elm (1) (1) Redpointe Red Maple (16) Dense Inkberry Holly QTY BOTANICAL NAME COMMON NAME SIZE TREES 1 Acer rubrum 'Frank Jr.' TM Redpointe Red Maple 8-10` clump 1 Betula nigra `Heritage`Heritage River Birch 5 gal 3 Ulmus parvifolia `Allee`Allee Lacebark Elm 5 gal CONIFERS 5 Thuja standishii x plicata `Green Giant`Green Giant Arborvitae 8-10` SHRUBS 5 Hydrangea arborescens `Abetwo`Incrediball Hydrangea 5 gal 11 Ilex crenata `Hellerii`Heller Japanese Holly 5 gal 16 Ilex glabra `Densa`Dense Inkberry Holly 3 gal 4 Myrica pensylvanica Northern Bayberry 5 gal 3 Viburnum dentatum `Chicago Luster`Chicago Luster Arrowwood 5 gal PLANT SCHEDULE The Free Sea Turtle, LLC Landscape Plan Lot #1 @162 Underpass Rd., Brewster By: Philip L. Cheney 508-394-1373 Scale: 1" = 30'-0" 2/20/2024 CASE NO. 2024-05 ONLY DOCUMENTS FOR 162 UNDERPASS LLC CHARLES WHITCOMB III, MANAGER 0 UNDERPASS ROAD 1 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 STAFF REPORT TO: Planning Board FROM: Town Planner Re: Case No. PB24-5: Special Pemit & Site Plan Review 0 Underpass Road (M 77 PCLs 10 & 60), 162 Underpass, LLC Plan Book 698, Page 25, Lots 2 & 3 (“Lot 2/3”) DATE: April 2, 2024 _____________________________________________________________________________ This is not intended to be a comprehensive or final report on the project, but rather preliminary comments that will be supplemented and revised throughout the pendency of review. Specifically, I plan to provide my recommendations and opinions about the project’s consistency with site plan review and special permit standards later in the hearing/ review period. Copies of comments from the formal, pre-filing Staff Review process have also been provided to assist the Board, though these comments refer to iterative project designs elements that may now have been revised in the application plan set. General  The property is located in the CH (commercial) district.  Because of the new uses and floor area proposed, the proposed development is subject to site plan review.  The proposed development underwent formal Staff Review, as required.  The development lot is composed of Lots 2&3 shown on Plan Book 698, Page 25. As a condition of any approval, the applicant will be required to prepare a so-called “81X” perimeter plan of the property to effectively merge the parcels.  Wetlands and wetland buffer zones exist onsite. The proposed development has received an Order of Conditions from the Conservation Commission.  Efforts have been made to place as much development as possible outside wetlands buffer areas; the septic system is located entirely outside the wetlands buffer.  No floodplains, impaired marine watershed area, or Zone II areas are located on the lot.  Some of the lot has mapped conservancy soils; however, building development is not proposed within these mapped areas.  There is a significant change in grade throughout the property, and a retaining wall is proposed along the property’s western boundary.  The property is currently vacant, is largely disturbed and was previously used for an excavation business.  Small “Lot 4” shown on the site plans and Plan Book 698, Page 25 is not included in the development proposal. Office of: Planning Board Planning Dept. 2 Uses  The proposed uses are allowed in the CH district: Building and Construction Trades (special permit) & security dwelling (by right).  One, single story 5000 sq ft gfa building is proposed (exclusive of the security dwelling which is proposed to be connected/ joined to the metal space building). 5 contractor units/ bays are proposed (1000 sq ft each).  The security dwelling is limited to use and occupancy (owner/ caretaker) as described in the Zoning Bylaw.  The Building and Construction Trades use1 allows up to four contractor businesses on a site, in one or more buildings of no more than 6000 sq ft floor area total. Five bays/ units are proposed. Thus, any approval should be conditioned that there be no more than four building and construction trades businesses on-site.  Material and equipment storage is also proposed, accessory to the principal contractor uses. As shown on the site plan, there is what appears to be three bulk material storage bins (formed with retaining walls), as well as ‘equipment storage,’ in the western part of the lot.  The Planning Board will need to decide whether the material bins constitute storage as allowed in the CH district and/ or as part of a defined Building and Construction Trades use.2  If the materials storage bins are deemed allowed and appropriate, it appears that some or all of the six gravel parking spaces proposed should be eliminated or relocated to avoid space or safety conflicts. It is my opinion that even without these six spaces, there are sufficient shared spaces proposed (49) to serve the abutting developments, and that the Board would have the authority to approve the same. The Board may also consider whether trees/ shrubs should be proposed to buffer the materials bin, perhaps along the curb shown abutting the proposed gravel parking spaces.  In addition, the Applicant should clarify/ provide details about the “proposed equipment storage” shown on the plan. The storage should be enclosed, such as in a storage container, and as such is also subject to yard setback requirements, compliance with which should be confirmed.  At any rate, it appears that as might be allowed, the equipment and material storage needs to be related to a contractor business on the site, rather than operate as a separate or independent use or business.  Storage of commercial vehicles would also be allowed on the lot, as proposed. 1 BUILDING AND CONSTRUCTION TRADES SHOP OR GARAGE: A single structure or up to four separate structures, the combined square footage of which shall not exceed 6,000 square feet, housing up to four building-trade-related businesses, such as construction, electrical, heating or plumbing contracting, but not including excavation or septic installer. All business activities shall be confined to within the structure(s). (Emphasis added.) 2 “Open storage of construction equipment and structures for storing such equipment” are allowed in the Industrial District but not the CH district. (Emphasis added.) “Storage of materials for a business, including but not limited to pipes, mulch, small or heavy equipment” is allowed both in the Industrial and CH Districts. 3 Infrastructure  The proposed development has received a Stormwater Management Permit. The approved stormwater management system is consistent with stormwater management standards under site plan review.  In addition to stormwater management, the proposed development shares infrastructure and improvements with the development proposed on abutting Lot 1 (pending case PB24- 4): access and driveways; landscaping; signage; bike rack; dumpsters; and parking. Landscaping  The application states that there is a proposed evergreen buffer along the western property line with the abutting town property (Eddy School). This is not shown or referenced on the landscape plan but should be.  There are infill plantings proposed within the area of the former curbcut to be abandoned (which is north of the new proposed curbcut).  The landscape plan includes restoration planting of the wetlands buffer, as reviewed and approved by the Conservation Commission.  The landscape plan uses native species or species appropriate to the area and context. It appears that in addition to the existing vegetation, the proposed plantings would create a continuous buffer along Underpass Road; the Board should confirm the sufficiency of this buffer.  The proposed lawn areas should be confirmed as turf-type tall fescue.  The landscape details sheet in the site plan set should be revised to recognize that the water quality swale will be planted with shrubs, not turf, thus reference to loam and seed should be revised. Building Design  Two master signs are proposed, both on ‘Lot 1,’ presumably to serve both Lot 1 and Lot 2/3. The Building Commissioner is the master sign permitting authority. Depending on their proposed size, the master signs may require a special permit from the Planning Board.  The application generally states the exterior building finishes. The Board might want more specific details on materials.  The lighting fixtures selected can be ordered as “fully shielded, full cut-off.” Any approval should condition the lighting to be fully shielded and full cut-off. Parking  The Zoning Bylaw allows the Board through site plan review to waive or modify parking and drive aisle width requirements (including parking space setbacks and number of spaces), especially useful in cases where parking and access is to be shared. The proposal requests and relies on such flexibility for parking setbacks and driveway width. See Zoning Bylaw Sections 179-23A and 179-66(B) & (D).  The proposed number of shared spaces proposed between the two abutting developments (55) is consistent with the Board’s parking policy (September 11, 2013), as calculated in the site plan set.  It appears that parking is curbed, so no wheel stops are necessary.  All units will have overhead doors, which is sufficient for required loading zones. 4 Traffic/ Access  The applicant’s engineer has met with the Fire Chief to confirm adequate site access and circulation for emergency service vehicles (see ‘swept path analysis’ in site plan set).  The Applicant provided a transportation assessment by VHB for the proposed developments, including trip generation, level of service, crash data and sight line analyses. It concludes that the proposed access drive is located in the safest possible location and has sufficient sight lines; there is not a crash history in the area of locus; and that the resulting level of service in the roadways under proposed development conditions remains acceptable.  Trip reduction measures are proposed to mitigate new trip generation. For trip reduction measures, the Applicant is proposing a travel demand management (TDM) program, which would, as a condition of any approval, be implemented onsite amongst the various tenants/ users when the project is completed and buildings occupied.  The TDM program would include a proposed sidewalk on-site along Underpass Road, along with a crosswalk, to connect with the sidewalk system along the east side of the road. The proposed new site access drive and crosswalk is towards the southern end of the property, in proximity to the new curb cut/ access drive. A bike rack is also proposed on the restaurant patio. The TDM program should take note that the CCRTA has a fixed route along Underpass Road, with a stop only a short distance to the south of the property at the intersection of Snow Road and Underpass Road.  The Board might want to consider how many bike rack spaces should be provided, as they will serve both proposed developments.  The site dumpsters are shared, located on Lot 2/3, and access to them appears adequate.  A curbcut/ driveway permit will be required from DPW; construction access and activities (including the proposed sidewalk and crosswalk on Underpass Road) should be coordinated with DPW prior to any commencement of work. Lvnn St. Cvr From: William Grafton Sent: Monday, March 11, 2024 12:29 PM To: Lynn St. Cyr Cc: Jonathon Idman Subject: RE: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Lynn, sorry for the delayed response. The applicants submitted a new Notice of Intent that was approved by the Brewster Conservation Commission as Order of Conditions/SE9-1962. This application was for the development of the property as summarized: The approved work includes the construction of a commercial building and stormwater features as well mitigation plantings associated with SE9-1920. A review of the approved Conservation Commission site plan dated 11/22/2023 prepared by J.M. O'Reilly & Associates, Inc. signed and stamped by John O'Reilly, PLS & RPE to the submitted site plan/Sheet 1 of 5 dated 02/02/2024 prepared by J.M. O'Reilly &Associates, Inc. indicates that the proposed work/activity within the 100 -foot buffer to the wetlands does not require any further Conservation Permitting than what is already in place. 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Proposed Site & Sewage Disposal Plan (Lot 2 & 3 at 0 Underpass Road, Brewster, Ma a. Plan Title J.M. O'Reilly48 Associates, Inc. John O'ReiEly, PLS & b. Prepared By c. Signed and Stamped by 11/22/2023 As Noted d. Final Revision Date e. Scale Landscape/Mitigation 162 Underpass, LLC Lot 2 @ 162 11120212023 Underpass Road, Brewster prepared b Phili L. Chene g. Date The following SE9-1962/000 Special Conditions are good reminders: A13. Heavy equipment is permitted for use in the placement of fill and landscape grading. Vegetation management shall be completed by hand or with hand tools. No machinery shall be operated on the wetland side of the limit of work. A22. Any fill materials used for project activities shall be clean. Fill shall not contain any trash, refuse, rubbish, or debris. The source, volume, and characterization of these materials shall be submitted prior to placement. A23. After grading activities are completed, the areas of open soil shall be seeded with native grasses/plantings and stabilized. See the Vegetation Notes on the approved site plan dated 3/31/2023 referenced in A. General Information Item 8 of this Order of Conditions/WPA Form 5 SE9-1920 Amended for guidance. A24. Mitigation plantings shall be in accordance with the approved mitigation planting plan and protocols referenced in A. General Information, Item 8 of these Order of Conditions (WPA Form 5/SE9-1962). The (38) thirty- eight native trees and shrubs shall be planted the first planting season following the completion of the commercial building within Conservation jurisdictional boundaries. These Conservation Comments from the August 11, 2023 Staff Review are still relevant. S. The Order of Conditions/SE9-1920 and SE9-1920 Amended should be closed with a Certificate of Compliance after the Conservation Commission has approved and issued the new Order of Conditions and proof of recording has been provided to the Conservation Administrator. 6. The SWMC2023-01 (stormwater permit through Conservation) should be closed out with a Certificate of Compliance after the Planning Board has approved and issued the new SWMP Permit. 1 Hope this is helpful. Respectfully, Bill Grafton Brewster Conservation Administrator 1657 Main Street Brewster, MA 02631 Phone (508) 896-4546 ext. 4242 Brewster Town Offices are open to the public Monday through Thursday from 8:30 to 4:00pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma,gp_v From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:58 AM To: James Gallagher <jgallagher@brewster-ma.gov>; Richard Leibowitz <rleibowitz@brewster-ma.gov>; Victor Staley <vstaley@brewster-ma.gov>; William Grafton <wgrafton@brewster-ma.gov>; Griffin Ryder <gryder@brewster-ma.gov>; Robert Moran <rmoran@brewster-ma.gov>; Kevin Varley <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidden@brewster- ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon Idman <jldman@brewster-ma.gov>; Charles Mawn <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster- ma.gov>; Paul Anderson <panderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: Special Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel 9) in the Commercial High Density (CH) Zoning District. The Applicant proposes to construct two commercial buildings. The larger western building is proposed to have two floors and contain eight commercial units. There are several proposed uses for the commercial units. Please see the narrative included with application for further detail on these uses. The second commercial building is proposed as a full -service restaurant and lounge. Special Permit and Site Plan Review Case No. 2024-05 Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property located at Underpass Road (Map 77, Parcel 10&60) in the Commercial High Density (CH) Zoning District. The Applicant proposes one commercial building with five bays with a proposed use of building and construction trades shop or garage. Additionally, outside storage of business materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. The Applicants have submitted separate applications, building plans, and landscaping plans for their projects. They have submitted a joint plan set, traffic memorandum, and lighting specifications for their projects. All are included in the attached "PB#2024-04 and PB#2024-05 combined application" pdf. Also attached for reference are the staff reports from the two previous staff review meetings (January 2023 and August 2023) on these projects. All referenced documents are also available for review in the Planning Department. 2 These applications have been scheduled for hearing before the Planning Board on Wednesda March 13 2024. If possible, please provide your comments on these applications by Friday, March 8, 2024. Thank you, Lynn Lynn St. Cyr Senior Department Assistant, Planning Department Town of Brewster 2198 Main Street, Brewster, MA 02631 T: 508-896-3701 x1233 Brewster Town Offices will be open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.gov. 3 L rnn St. Cyr From: Victor Staley Sent: Thursday, March 7, 2024 11:54 AM To: Lynn St. Cyr Cc: Richard Leibowitz; Jonathon ldman; Erika Glidden; Victor Staley Subject: FW: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Attachments: PB#2024-04 and PB#2024-05 combined application.pdf; Staff Report 23-2 and 23-3 Underpass Rd 011823.pdf; Staff Review Report 23-5 and 23-6 Underpass Rd 081123.pdf Hello Lynn, The Building Comments are as follows. This review does not include the proposed signage as there was not enough information to assist in commenting on Zoning Bylaw compliance. All Sections identified are from the Brewster Zoning Bylaw unless otherwise noted. Lot 1 application. 1. The list of proposed uses is accurate pursuant to Table 1, Table of Uses. If this petition is considered as Row Commercial, then the maximum building coverage is 25% rather than the 40% as presented. I could not determine of Lot 1 has a minimum of 25% green space. Please refer to Section 38. 2. All buildings and spaces open to the general public (including clients) shall satisfy the accessibility standards of 521 CMR. 3. Depending upon the actual uses to be introduced the MA State Building Code may require the building sprinkled, alarmed, or otherwise protected by fire rated assemblies. 4. The stair system identified at the rear of both buildings shall not exceed four (4) feet in height including hand/guardrail systems. Table 2, Note 5. Lots 2 & 3 application. 1. The list of proposed uses is accurate pursuant to Table 1, Table of Uses. It would be my opinion that a Building and Construction Trades Shop or Garage (BCTSG) cannot be combined with the other two (2) uses proposed as they are mutually exclusive of each other pursuant to definition in Section 2. 2. There are five (5) bays identified in the plans which gives a confusing aspect to the limitation to having only four (trades) on a property. See definition Section 2. 3. The proposed parking appears to violate setbacks pursuant to Section 23-A. 4. The mixed -use building contains a residential unit which automatically requires the entire building to be sprinkled. MA State Building Code amendments Chapter 9. Thank you, Victor Victor Staley Alternate Building Commissioner 508-896-3701 ext. 1125 1 Lynn St. Cyr From: Sherrie McCullough Sent: Monday, March 4, 2024 5:12 PM To: Lynn St. Cyr Subject: Special Permit and Site Plan Review Case No. 2024-05, Map 77 Parcel 10 & 60 Hi Lynn, Health Department comments are as follows based upon information provided at this time. • This parcel of land lies outside the Zone II, and the District of Critical Planning Concern (DCPC). The parcel lies within the Cape Cod Bay Watershed and has access to town water. The property is located within an Environmentally Sensitive Area (ESA) per our local Board of Health regulation. The Property would be restricted to 110 gpd/10,000 sf of land area if there are any variances required for the for the proposed septic system. • The proposed septic system shall be fully compliant with both the State Sanitary Code (Title 5) and the Local Brewster Board of Health requirements and may require review by the Brewster Board of Health. • If the bays are to be accessible by vehicles, floor drains will be required in each bay and each floor drain will need to be connected to an industrial wastewater holding tank. • Any proposed hazardous material storage or disposal must meet appropriate requirements. • Prior to construction, septic plans and a Building Waiver Application will need to be submitted to the Health Department for full department review prior to final approval. Respectfully submitted, Sherrie aef-He Reet1/00 Assistant Health Director Town of Brewster Beginning March 21, Brewster Town Offices will be open to the public Monday through Thursday from 8:30 to 4;OOpm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.gov. 1 L nn St. C r From: Robert Moran Sent: Friday, March 1, 2024 3:38 PM To: Lynn St. Cyr; James Gallagher; Richard Leibowitz; Victor Staley; William Grafton; Griffin Ryder; Kevin Varley; Scott Romer; Amy von Hone; Erika Glidden; Chris Miller; Jonathon Idman; Charles Mawn; Peter Lombardi; Donna Kalinick; Paul Anderson Subject: RE: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Attachments: Whitcomb-Staff-Review-Underpass-3-24.docx; Wallace-Staff-Review- Underpass-3-24.docx Hi Lynn, fd comments remain the same and are attached. I am meeting with John O'Reilly Wednesday regarding parking lot access and egress. Robert Moran Fire Chief/Emergency Management Director Brewster Fire/Rescue Department 1671 Main Street Brewster, MA 02631 (W) 508-896-7018 (F) 508-896-4245 From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:58 AM To: James Gallagher <jgallagher@brewster-ma.gov>; Richard Leibowitz <rleibowitz@brewster-ma.gov>; Victor Staley <vstaley@brewster-ma.gov>; William Grafton <wgrafton@brewster-ma.gov>; Griffin Ryder <gryder@brewster-ma.gov>; Robert Moran <rmoran@brewster-ma.gov>; Kevin Varley <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidden@brewster- ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon Idman <jldman@brewster-ma.gov>; Charles Mawn <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster- ma.gov>; Paul Anderson <panderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: Special Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel 9) in the Commercial High Density (CH) Zoning District. The Applicant proposes to construct two commercial buildings. The larger western building is proposed to have two floors and contain eight commercial units. There are several proposed uses for the commercial units. Please see the narrative included with application for further detail on these uses. The second commercial building is proposed as a full -service restaurant and lounge. Special Permit and Site Plan Review Case No. 2024-05 Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property located at Underpass Road (Map 77, Parcel 10&60) in the Commercial High Density (CH) Zoning District. The Applicant proposes one commercial building with five bays with a proposed use of building and construction trades shop or garage. Additionally, outside storage of business materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. 1 The Applicants have submitted separate applications, building plans, and landscaping plans for their projects. They have submitted a joint plan set, traffic memorandum, and lighting specifications for their projects. All are included in the attached "PB#2024-04 and PB#2024-05 combined application" pdf. Also attached for reference are the staff reports from the two previous staff review meetings (January 2023 and August 2023) on these projects. All referenced documents are also available for review in the Planning Department. These applications have been scheduled for hearing before the Planning Board on Wednesday, March 13, 2024. If possible, please provide your comments on these applications by Friday, March 8, 2024. Thank you, Lynn Lynn St. Cyr Senior Department Assistant, Planning Department Town of Brewster 2198 Main Street, Brewster, MA 02631 T: 508-896-3701 x1233 Brewster Town Offices will be open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.aov. 2 Fire Department Comments Underpass Road Whitcomb Staff Review 1. Occupancy and proposed mixed residential/commercial use of building may require the installation of an automatic sprinkler system in accordance with the provisions of the State Building Code. 2. The facility shall meet all requirements contained within 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code including all referenced NFPA Standards. 3. A computer -generated apparatus swept path and turn simulation analysis shall be provided to the fire department for review and approval. 4. Fire department access roads including roadways, fire lanes, and parking lot lanes shall be no less than 20' in width. 5. Minimum inside turning radius of fire department access roads shall be 25'. The developer may be required to increase this minimum turning radius to accommodate fire department apparatus. 6. All vehicles shall be parked in designated parking spaces only. Area in front of garage bays shall be designated as a fire lane. Parking shall not be allowed. 7. Dead end fire department access roads in excess of 150' in length shall be provided with approved provisions for fire apparatus to turn around (west end of parking lot lanes and access road) 8. All interior parking lot lanes and roads shall be designated as fire lanes. All signage and road markings shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 9. The developer shall install one (1) fire hydrant. The location shall be approved by the fire department prior to installation. 10. The fire department shall approve the location and type of fire department connections for any required automatic sprinkler system prior to installation. 11. The fire department shall approve the location of all fire and carbon monoxide detection system reporting panels required under the State Building Code prior to installation. 12.An Emergency Responder Radio Communication System shall be installed in the building per section 916.1 of the Massachusetts State Building Code. 13.A Knox box key vault shall be installed on the building. Location and type shall be approved by the fire department prior to installation and issuance of a certificate of occupancy. 14. Street address and building unit numbers shall be approved by the fire department and installed prior to the issuance of a certificate of occupancy. 15. Dependent on occupancy and use of contractor bays special fire protection/detection systems meeting the State Building Code may be required. 16. Storage of any hazardous, flammable, combustible, or explosive materials in the contractor bays shall meet the requirements set forth in 527 CMR 1.00 Massachusetts Comprehensive Fire Safety Code. 17.A graded gravel pathway no less than 25' in width shall be installed on the exterior north side of the building to allow fire department access for fire suppression operations. Lynn St. Cyr From: Sent: To: Subject: Lynn, Charles Mawn Friday, March 1, Lynn St. Cyr Re: Request for (Map 77, Parcel Police Dept. has no comments Lt. Cho.-I.e ' Mc' ww Brewster Police Dept. 631 Harwich Rd. Brewster, MA. 02631 Phone: (508) 896-7011 Fax: (508) 896-4525 Email: cmawn@brewster-ma.gov 2024 1:50 PM Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road 10 & 60) From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:57 AM To: James Gallagher <jallagher@brewster-ma.gov>; Richard Leibowitz <rleibowitz@brewster-ma.gov>; Victor Staley <vstaley@brewster-ma.gov>; William Grafton <wgrafton@brewster-ma.gov>; Griffin Ryder <gryder@brewster-ma.gov>; Robert Moran <rmoran@brewster-ma.gov>; Kevin Varley <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidden@brewster- ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon Idman <jldman@brewster-ma.gov>; Charles Mawn <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster- ma.gov>; Paul Anderson <panderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: Special Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel 9) in the Commercial High Density (CH) Zoning District. The Applicant proposes to construct two commercial buildings. The larger western building is proposed to have two floors and contain eight commercial units. There are several proposed uses for the commercial units. Please see the narrative included with application for further detail on these uses. The second commercial building is proposed as a full -service restaurant and lounge. Special Permit and Site Plan Review Case No. 2024-05 1 Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property located at Underpass Road (Map 77, Parcel 10&60) in the Commercial High Density (CH) Zoning District. The Applicant proposes one commercial building with five bays with a proposed use of building and construction trades shop or garage. Additionally, outside storage of business materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. The Applicants have submitted separate applications, building plans, and landscaping plans for their projects. They have submitted a joint plan set, traffic memorandum, and lighting specifications for their projects. All are included in the attached "PB#2024-04 and PB#2024-05 combined application" pdf. Also attached for reference are the staff reports from the two previous staff review meetings (January 2023 and August 2023) on these projects. All referenced documents are also available for review in the Planning Department. These applications have been scheduled for hearing before the Planning Board on Wednesday, March 13, 2024. If possible, please provide your comments on these applications by Friday, March 8, 2024. Thank you, Lynn Lynn St. Cyr Senior Department Assistant, Planning Department Town of Brewster 2198 Main Street, Brewster, MA 02631 T: 508-896-3701 x1233 Brewster Town Offices will be open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.gov. 2 Lynn St. Cyr From: Chris Miller Sent: Tuesday, February 27, 2024 12:20 PM To: Lynn St. Cyr Subject: RE: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Hi Lynn, no specific comments from Natural Resources; Bill will respond separately for Conservation. Chris Miller, Director Brewster Department of Natural Resources 508-896-4546 x4244 cmiller@brewster-ma.gov Brewster Town Offices are open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma.gov From: Lynn St. Cyr <Istcyr@brewster-ma.gov> Sent: Tuesday, February 27, 2024 11:58 AM To: James Gallagher <jgallagher@brewster-ma.gov>; Richard Leibowitz <rleibowitz@brewster-ma.gov>; Victor Staley <vstaley@brewster-ma.gov>; William Grafton <wgrafton@brewster-ma.gov>; Griffin Ryder <gryder@brewster-ma.gov>; Robert Moran <rmoran@brewster-ma.gov>; Kevin Varley <kvarley@brewster-ma.gov>; Scott Romer <sromer@brewster-ma.gov>; Amy von Hone <avonhone@brewster-ma.gov>; Erika Glidden <eglidden@brewster- ma.gov>; Chris Miller <cmiller@brewster-ma.gov>; Jonathon Idman <jldman@brewster-ma.gov>; Charles Mawn <cmawn@brewster-ma.gov>; Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster- ma.gov>; Paul Anderson <panderson@brewster-ma.gov> Subject: Request for Comments -162 Underpass Road (Map 77, Parcel 9) and Underpass Road (Map 77, Parcel 10 & 60) Good morning, Attached please find applications for: Special Permit and Site Plan Review Case No. 2024-04 Applicant The Free Sea Turtle, LLC, Paul Wallace, Manager, for property located at 162 Underpass Road (Map 77, Parcel 9) in the Commercial High Density (CH) Zoning District. The Applicant proposes to construct two commercial buildings. The larger western building is proposed to have two floors and contain eight commercial units. There are several proposed uses for the commercial units. Please see the narrative included with application for further detail on these uses. The second commercial building is proposed as a full -service restaurant and lounge. Special Permit and Site Plan Review Case No. 2024-05 Applicant 162 Underpass LLC, Charles Whitcomb III, Manager, for property located at Underpass Road (Map 77, Parcel 10&60) in the Commercial High Density (CH) Zoning District. The Applicant proposes one commercial building with five bays with a proposed use of building and construction trades shop or garage. Additionally, outside storage of business materials and more than two commercial vehicles are also proposed on site. An attached two -bedroom security dwelling is also proposed. 1 The Applicants have submitted separate applications, building plans, and landscaping plans for their projects. They have submitted a joint plan set, traffic memorandum, and lighting specifications for their projects. All are included in the attached "PB#2024-04 and PB#2024-05 combined application" pdf. Also attached for reference are the staff reports from the two previous staff review meetings (January 2023 and August 2023) on these projects. All referenced documents are also available for review in the Planning Department. These applications have been scheduled for hearing before the Planning Board on Wednesday, March 13, 2024. If possible, please provide your comments on these applications by Friday, March 8, 2024. Thank you, Lynn Lynn St. Cyr Senior Department Assistant, Planning Department Town of Brewster 2198 Main Street, Brewster, MA 02631 T: 508-896-3701 x1233 Brewster Town Offices will be open to the public Monday through Thursday from 8:30 am to 4:00 pm, and by appointment on Fridays. For the latest updates on Town services, please visit www.brewster-ma„gov. 2 0 EISUvq VI1C'oti'�l '�� "'444333 Town of Brewster a I Planning Board Ch. 179 Application Cover Sheet Project Location: 0 Underpass Road rOR TOWN OFFICIAL USE ONLY TOWN CLERK RECEIVED: PERMIT NUMBER ASSIGNED: Street Address Map 77, Parcel 10 & 60 Assessors Map(s) and Parcel(s) Zone CH Zoning District(s) Applicant: 162 Underpass LLC Book 35532, Page 93 Deed/ Title Reference Name 76 Aunt Sophies Road, Brewster, MA 02631 Mailing Address 774-413-5659 Phone Number Property Owner (if different than Applicant): Same cwhitcomb80@icloud.com Email Address Name Mailing Address Phone Number Email Address Professional Representative: John O'Reilly, P.E., P.L.S., ofJ.M. O'REILLY &A SSOCAITES, INC. Name P.O. Box 1773, Brewster, MA 02631 Mailing Address 508.896-6601 joreilly@jmoreillyassoc.com Phone Number Email Address Brewster PB Application Cover Sheet Approved 05/10/2023 Page 1 of 2 Type of pplication (Check as applicable): skf Special Permit (Zoning Bylaw Section 179-51 or list other or dif icrent Zoning Bylaw Sections, as applicable, below) Site Plan Review (Zoning Bylaw Section 179-63) Decision Modification (Provide relevant case number/s below) Decision Extension (Provide relevant case number/s below) Other (List Zoning Bylaw Section/s below) Brief Project Description: The project proposes one mannexciaLbuikling with_ap.urtment along with the associated parking and landscape. The proposed use on the parcel will be commercial contractor bay (a total of 5 bays proposed). The parking area will he shared with 162 Underpass (Sea Turtle t_t.C) Signatures � O� Applicant Date Property Owner (U different than Applicant) Date 2-2- Zoz{ Professional Representative (as applicable) — Date If the Applicant Is not the Owner, the Application materials shall include the Owner's written consent or authorization to snake application, or evidence that the Applicant's interest In the property is sufficient to make application (e.g. lease, P&S Agreement, etc.). The burden is on the applicant to provide accurate, sufficient and cornplcte information in the application. Attached is a checklist of materials and Information required to be submitted for a complete application. incompleteness could be cause for delays in review or denial of an application. By making application, the Owner and Applicant hereby authorize the Planning Board and its agents to conduct site visits, at reasonable times, to assist in review of the application. Please refer to current Planning Board schedule for application filing deadlines and associated meeting dates. The Board will make best efforts to work within this filing schedule but is not obligated to do so; the Board's review timelines are established under the Brewster code and Massachusetts General Laws. In its discretion, the Board may agenda matters, which do not require public hearings, for the next available meeting even if received after the respective filing deadline. Submit to: Brewster Planning Department Town Offices- 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 x 1133 brewplan@brewster-ma.gov Brewster PO Application Cover Sheet Approved 05/10/2023 Page 2 of 2 Bk 35532 Pg93 #60707 12-09-2022 @ 11:53a QUITCLAIM DEED Property Address: 162 Underpass Road, Brewster, Massachusetts 02631 Both, 162 UNDERPASS LLC, a Massachusetts Limited Liability Company with a mailing address of 76 Aunt Sophies Road, Brewster, MA 02631 and THE FREE SEA TURTLE LLC, a Massachusetts Limited Liability Company with a mailing address of 21 Crosby Lane, Brewster, MA 02631, for consideration paid in the amount ONE and 00/100 ($1.00) DOLLAR, grant to 162 UNDERPASS LLC, a Massachusetts Limited Liability Company with a mailing address of 76 Aunt Sophies Road, Brewster, MA 02631, WITH QUITCLAIM COVENANTS, the land, with buildings thereon, situated in Brewster, Barnstable County, Massachusetts, described as follows: LOT 2 PLAN BOOK 698, PAGE 25 Containing an area of 40,675 square feet of land, more or less, and being shown as Lot 2 on Plan entitled, "Plan of Land in Brewster Massachusetts at 162 Underpass Road" as surveyed and prepared for The Free Sea Turtle, LLC and 162 Underpass, LLC Scale 1 in. 30 ft. October 19, 2022, J.M. O'Reilly & Associates, Inc., 1573 Main Street, P.O. Box 1773, Brewster, Massachusetts 02631", recorded with Barnstable County Registry of Deeds in Plan Book 698, Page 25. The above -described premises are conveyed subject to and together with the benefit of any rights, rights of way, reservations, restrictions, easements and other matters of record, insofar as the same are in force and applicable. For title, see Deeds recorded with Barnstable County Registry of Deeds in Book 35100, Page 13. Grantors release any and all homestead rights to the within premises, whether created by declaration or operation of law, and further states under the pains and penalties of perjury that the herein described premises were not the primary residence of the grantors or their spouses and that there are no other individuals entitled to homestead rights to the property being conveyed herein, Bk 35532 Pg94 #60707 Executed as a sealed instrument under the pains and penalties of perjury this 2"d day of December, 2022. 162 UNDERPASS LLC Z; Charles Whitcomb, III, Manager COMMONWEALTH OF MASSACHUSETTS Barnstable, ss (County) December 2, 2022 On the above date, before me, the undersigned notary public, personally appeared Charles Whitcomb, III, Manager of 162 Underpass LLC who proved to me through satisfactory evidence of identification, which was a photographic identification with signature issued by a federal or state governmental agency, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of the attached document are truthful and accurate to the best of his knowledge and belief. otary Public My commission expires: Bk 35532 Pg95 #60707 Executed as a sealed instrument under the pains and penalties of perjury this 2nd day of December, 2022. THE F ES - ► RTLE LLC Paul Wal < ce, anager COMMONWEALTH OF MASSACHUSETTS Barnstable, ss (County) December 2,2022 On the above date, before me, the undersigned notary public, personally appeared Charles Whitcomb,111, Manager of 162 Underpass LLC who proved to me through satisfactory evidence of identification, which was a photographic identification with signature issued by a federal or state governmental agency, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of the attached document are truthful and accurate to the best of his knowledge and belief. .tary Public y commission exp res: J ! /JO :.,2-4( Bk 35532 Pg96 #60707 die Gomm o{uv-ea/tA/ are -ett& 4.c a y t/ze/ o/zip-ea/a cftato ,%;emo, OOst0f2, ,/fassackrsetts. O ?/&3 William Francis Galvin Secretary of the Commonwealth December 5, 2022 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by 162 UNDERPASS LLC in accordance with the provisions of Massachusetts General Laws Chapter 156C on May 5, 2022. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation; that there are no proceedings presently pending under the Massachusetts General Laws Chapter 156C, § 70 for said Limited Liability Company's dissolution; and that said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: CHARLES WHITCOMB III I further certify, the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: CHARLES WHITCOMB III The names of all persons authorized to act with respect to real property listed in the most recent filing are: CHARLES WHITCOMB III In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Processed By:TAA Secretary of the Commonwealth Bk 35532 Pg97 #60707 Commonweatk of citaae jietse, ffz ac%ii ett& 0,2935 William Francis Galvin Secretary of the Commonwealth December 5, 2022 TO WHOM IT MAY CONCERN: I hereby certify that a certificate of organization of a Limited Liability Company was filed in this office by THE FREE SEA TURTLE LLC in accordance with the provisions of Massachusetts General Laws Chapter 1560 on April 20, 2022. I further certify that said Limited Liability Company has filed all annual reports due and paid all fees with respect to such reports; that said Limited Liability Company has not filed a certificate of cancellation; that there are no proceedings presently pending under the Massachusetts General Laws Chapter 156C, § 70 for said Limited Liability Company's dissolution; and that said Limited Liability Company is in good standing with this office. I also certify that the names of all managers listed in the most recent filing are: PAUL WALLACE I further certify, the names of all persons authorized to execute documents filed with this office and listed in the most recent filing are: PAUL WALLACE The names of all persons authorized to act with respect to real property listed in the most recent filing are: PAUL WALLACE Processed By:TAA In testimony of which, I have hereunto affixed the Great Seal of the Commonwealth on the date first above written. Secretary of' the Commonwealth JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED & RECORDED ELECTRONICALLY General Naha 1 I L e� 1 7 lidI l fRorr ELEVATION No. r.'. r:J.. ma usn. WHITGGMr, 13UILPINS & REMODELING GAP DESIGN TEAM P.O. $OX 2-54 GANPWIGII, MA WhITCOMr 5110' a L PERPA RP. I WSTER MA, ,70I 12.7 5,71 'DIM/7121, REAR ELEVATION Renard Nmiss No. Revision/Issue Erase san na.�.. as ur... WHITGOMp %UILDINS & REMOPELINS GAP DESIGN TEAM P.O. pOX 2-54 SANPWIGh, MA irtj.N N.-. a. wens W11ITGO 16 SI1OP 162- UNDERPASS RP. VREWSTER MA, 02631 ...I 117 `'1,16/2.023 4 General Notes -:ter i 1lif ,h No. Rev;sion/Issue Dote RIGhT SIDE ELEVATION WHITGOM15 NJILPINS & REMODELING GAP DESIGN TEAM P.O- r2OX 2-54 SANPWIGII, MA WHITGOMP SHOP 162 UNDERPASS RP. P7REWSTER MA, 0201 px_, 1Z7 sue, OI /16/2023 4 - Lknerol boles �f� � f .r J 11111 , TI . 11111111111 1 111111 1 1 I�I1 I 1 1 111 11 111 111 111111 1111111 111111 111 /cI II .11111111111 111 III 111: 1 113" 11IIIIllulE I11 III 111 11. 1111el 111 11 111 1 111 1 1 1 111117 1111 1 11111 1111 Ilnl 111`1 1 111 11111.11'11111:,U11I1II1l 1 I 1111 11111 Il111II11f 111111111111 u1 111 1111111111111111 1 1 1111 11111111 1111111 II II - 11111 1 1111111.15,.111 1�111 117 11 1115 11. 1111 .11 II 1 III 1111111111111 11 Il IlIlI llil 7111111111111111 ■■■! 111111 1111 iii 111 ■ . iii 1111 11121111111111 MI 1111111111111 �J— '11,1'1'111,1I1111(111''1,,11■■■'1111'111,111111,1211111 M111 ■ . 1i.11111111111111, Y''1 111416 III l 111111•,1111;111111 11 111 tillIIVIIle ill 111111E11 111 111111111111 111111 1 II 11111 111 1111 1 1 11111 111 11 0111111111 ~ II 11111111111 11111 11111111111111111 11 1111111111111111111 11 111111 11111 11111 1 1. MI 111111/31 1 11111 111 II LI 1ii1111111111l 111111/11111 �.. 1111! 1 1 11111 1 1 1 111111,1� 1 11 1115 n�1 111111 11 n 111 ,11 111nn11ml I 11 111701111IlIll 11111111111 11 1 1111111111 111111 1111:1`111111111:•) ■ Ir711 1.11:111.11 1I1 11111 1111111.11 1■ 1 1111 1111111 IIII•1111111 I 1 1111113011111 11 11 1 111ill 11 1 I. 111 111111 11 1111 11/11111/1 III 11 11I IIIIIIIII 1 III l.f 11 1 11 II 11 1 111111 1111 10. III .11I1 - 11 W 111 1.11 lllIllllI'ill 11111111111 $ M 111111111111 11111111111 :1I 11111illl ill 1 111111 111 1 Ill Illlnll 1 1 111 11 1111 111 SIN 11. 11. III 1111 11 ' 110 1 111111111111 111 111111111111 111 1 111 11111111 III 1.1 1 1111111111 II 111 1 1 11 11,111111111117111111,.55-'7, 11111:11:1.IIr.H 1111111 1 . 1 111 ■�■ .I LII 111 1 I11111n011 111171 III - - - - 111/1111111 11111141111111111 11111 1111.111 IIII 1111 1101111 111 111 '11 1 111111 11111 811/11111 Il 01 11111111111111 ' a II I umnIl110.........II111.111115.16........ 11 111111 111 a 1.111 w1111 1 1 iU 1 111 n li 1l .11 1 111 1 1 111 l 1111111 111 111 . `. 7' _ 1 11111111111 1 III 1 111111 1 11111 101 1 111 1 111 111111 1111111 111 1 111 11111111 1 11111 111112 11111I 11 111.1111.1111 1111 III 111111111111 1111111 11111 I II 111111111111111111111111`111ear 111 111111111 11 11111111 111111E 11,II .111111111 II 1111511 II 11 III 1111 111111 11111/111 111 * 1 1 11111 1 11 1111.1 11 11.1111 film 11 1111 1 III 1111 1111111 1111111 11 III - r .... 11 1 11111 1101 11 112111111 11 111111 111 1 111.111. 111115111 1.1 1.1 11 1 11111 111 .. , . ITo. Fieaslun/issue : .. ... LEFT 6IL E F1 FVATION r. Nteo-.1 MS -a. WtITGOMI3 I'UILPINS & REMODELING GAP DESIGN TEAM P.O. PDX 254 GANDWIGH, MA fm}.I w.... Mi.,. WY11TGc'is NYC SI IOP 1G- UNDERPASS RP. f5FEWSTER MA, OL4?. fnp.l 127 S',1 ft 1/16/2013 �. _ I (10) Virginia Rose (3) Eastern Red Cedar (1) Tupelo (10) Highbush Blueberry Summersweet Clethra (9) ex. tupelo to remain ex. tupelo to remain Arrowwood (5) Cut vines at ground level within shaded area Lawn Lawn Ex. hickory to remain Lawn Seed disturbed areas w/ fescue seed mix ex. vegetation to remain Allee Lacebark Elm (1) Allee Lacebark Elm (1) Allee Lacebark Elm (1) Heritage River Birch (1) (1) Snow Queen Oakleaf Hydrangea (5) Dense Inkberry Holly UN D E R P A S S R O A D 50 ' P U B L I C W A Y DRILL HOLE FND CB FND Edge o f W e t l a n d Ex i s t i n g R o c k W a l l Ed g e o f P a v e m e n t Isolated Vegetated Wetland 68 68 66 66 64 64 62 62 60 60 58 58 56 56 54 52 52 50 50 48 70 70 72 72 46 48 50 54 49 56 58 54 56 EXISTING BUILDING PROPOSED 1 0 0 ' x 5 0 ' 5 - COMM E R C I A L B A Y S ONE(1) - 2 B E D R O O M A P A R T M E N T SLAB FOU N D A T I O N E L = 6 0 . 0 71x0 HP HP HP 58 4 SP 46 50' Buffer Zone 100' Buffer Zone 50' Buffer Zone 100' Buffer Zone 22'x20' APARTME N T 11 SP PROPOSED SIGN 20' UTILITY E A S E M E N T TOWN OF B R E W S T E R PROPOSED 52' x 32' x 6' LEACHING GALLEY FOR STORMWATER DISPOSAL. DMH GRAVEL SURFACE GRAVEL SURFACE Existing Paved Parking Area DMH DMH 10' WIDE S I D E W A L K - E L = 6 0 . 5 PROPOSED SIGN HP HP Isolated Vegetated Wetland Existing Culvert Existing Paved Driveway Existing Gravel Driveway 21 SP 12 SP 12 SP 16" Dead Oak 16" Dead Pine 14" Dead Pine 70 68 66 64 62 71x072 Stockade F e n c e Green Giant Arborvitae (3) Steeds Japanese Holly (3) St. John`s Wort (1) QTY BOTANICAL NAME COMMON NAME SIZE NATIVE TREES 3 Juniperus virginiana Eastern Red Cedar 4-5` 1 Nyssa sylvatica Tupelo 15 gal NATIVE SHRUBS 9 Clethra alnifolia Summersweet Clethra 3 gal 10 Rosa virginiana Virginia Rose 2 gal 10 Vaccinium corymbosum Highbush Blueberry 3 gal 5 Viburnum dentatum Arrowwood 3 gal PLANT SCHEDULE MITIGATION QTY BOTANICAL NAME COMMON NAME SIZE TREES 1 Betula nigra `Heritage`Heritage River Birch 8-10` clump 3 Ulmus parvifolia `Allee`Allee Lacebark Elm 2.5-3" cal. CONIFERS 3 Thuja standishii x plicata `Green Giant`Green Giant Arborvitae 4-5` SHRUBS 1 Hydrangea quercifolia `Snow Queen`Snow Queen Oakleaf Hydrangea 5 gal 1 Hypericum patulum `Hidcote`St. John`s Wort 3 gal 3 Ilex crenata `Steeds`Steeds Japanese Holly 7 gal 5 Ilex glabra `Densa`Dense Inkberry Holly 5 gal PLANT SCHEDULE LOT2 LANDSCAPE 162 Underpass, LLC Landscape/Mitigation Lot #2 @162 Underpass Rd., Brewster By: Philip L. Cheney 508-394-1373 Scale: 1" = 30'-0" 12/20/2024 DRAFT MEETING MINUTES DATED MARCH 27, 2024 PB Minutes 03/27/24 Page 1 of 2 Brewster Planning Board 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1133 brewplan@brewster-ma.gov MEETING MINUTES Wednesday, March 27, 2024 at 6:30 pm Brewster Town Office Building Chair Amanda Bebrin convened a meeting of the Planning Board at 6:31 pm with the following members participating: Charlotte Degen, Tony Freitas, Rob Michaels, Elizabeth Taylor, and Alex Wentworth. Madalyn Hillis-Dineen was not present. Also participating: Jon Idman, Town Planner, and Lynn St. Cyr, Senior Department Assistant. Bebrin declared that a quorum of the Planning Board was present. The Meeting Participation Statement and Recording Statement were read. 6:32 PM PUBLIC ANNOUNCEMENTS AND COMMENT None. 6:33 PM PUBLIC HEARING Special Permit and Site Plan Review Case No. 2024-04: Applicant/Owner: The Free Sea Turtle, LLC, Paul Wallace, Manager, has applied for Site Plan Review under Brewster Zoning Bylaw Article XII for a new commercial development on an undeveloped lot, and a Special Permit under Brewster Zoning Bylaw Section 179-51 for uses including building and construction trade shop or garage and a full-service restaurant, at 162 Underpass Road (Tax Map 77 Parcel 9) located within the Commercial High Density (CH) Zoning District. Documents:  03/21/24 Request to Continue Motion by Degen to Open Public Hearing on Special Permit and Site Plan Review Case No. 2024-04. Second by Michaels. Vote: 6-0-0. Idman stated that an application has been filed but the Applicant has asked to revise the application and is requesting a continuance so he may submit a revised application. Motion by Michaels to Continue Special Permit and Site Plan Review Case No. 2024-04 to April 10, 2024. Second by Degen. Vote 6-0-0. 6:36 PM PUBLIC HEARING Special Permit and Site Plan Review Case No. 2024-05: Applicant/Owner: 162 Underpass LLC, Charles Whitcomb III, Manager, has applied for Site Plan Review under Brewster Zoning Bylaw Article XII for a new commercial development on an undeveloped lot, and a Special Permit under Brewster Zoning Bylaw Section 179-51 for uses including building and construction trade shop or garage and (1) accessory commercial dwelling unit, at Underpass Road (Tax Map 77 Parcel 10 and 60) located within the Commercial High Density (CH) Zoning District. Documents:  03/21/24 Request to Continue Motion by Degen to Open Public Hearing on Special Permit and Site Plan Review Case No. 2024-05. Second by Wentworth. Vote: 6-0-0. The Planning Board discussed the format for the public hearing as Case Nos. 2024-04 and 2024-05 share infrastructure, access, landscaping, and parking. Idman explained that the applications and public hearings are separate and each application should be considered on its own merits. Idman further stated that since the applications share infrastructure and other elements and because the Applicants are using the same engineer, there may be discussion on both applications at the same time. Motion by Michaels to Continue Special Permit and Site Plan Review Case No. 2024-05 to April 10, 2024. Second by Wentworth. Vote 6-0-0. Approved: Vote: PB Minutes 03/27/24 Page 2 of 2 6:40 PM APPROVAL OF MEETING MINUTES Approval of Meeting Minutes: March 13, 2024. The Board reviewed the March 13, 2024 meeting minutes. Motion by Degen to Approve March 13, 2024 Meeting Minutes. Second by Wentworth. Vote: 6-0-0. 6:41 PM COMMITTEE REPORTS Freitas summarized a recent joint meeting of the Affordable Housing Trust and Housing Partnership including an update on the sale of the Yankee Drive property. There was also discussion on future housing opportunities and options. Freitas also mentioned the upcoming book program through the Brewster Ladies Library which will have a segment on housing. He suggested Planning Board members read “Arbitrary Lines” which is a book on the recommended reading list. Bebrin mentioned an upcoming Housing 101 session that would be offered through the Housing Office. Degen summarized the March 11th Select Board Meeting including approval of a liquor license for a mini golf venue which may be the only mini golf venue with a liquor license in the area; upcoming tours of the Bay and Pond properties; the Brewster Ladies Library community reading program; a salary scale for part time and seasonal employees; Community Preservation Act funds up for vote at Spring Town Meeting; the Senior and Veteran Tax Work Off Program; an Interim Access Policy for the Brewster Pond property; and appointment of alternate committee members. Taylor stated that the Community Preservation Committee met to discuss warrant articles for the Spring Town Meeting and their project list. Bebrin mentioned the upcoming tours planned for the Sea Camps properties and noted that registration is required for the Pond Property due to limited parking on site. There will be shuttles available from Captains Golf Course for those interested in attending the tours on April 6th and April 10th. The Bay Property will be open for tours on April 17th and April 27th. There will be two separate warrant articles at Spring Town Meeting one related to the Pond Property and one related to the Bay Property. 6:53 PM FOR YOUR INFORMATION The Planning Board received mail regarding a proposed seasonal dock at 104 Canoe Pond Drive. Idman noted that under Chapter 91, the Planning Board is required to receive notice of the license application. A public hearing notice from the Harwich Planning Board for April 9, 2024 was also received. 6:53 PM MATTERS NOT REASONABLY ANTICIPATED BY THE CHAIR None. Motion by Wentworth to Adjourn. Second by Degen. Vote: 6-0-0. The meeting adjourned at 6:54 PM. Next Planning Board Meeting Date: April 10, 2024. Respectfully submitted, __________________________________________ Lynn St. Cyr, Senior Department Assistant, Planning FOR YOUR INFORMATION HARWICH PLANNING BOARD PUBLIC HEARING NOTICE The Harwich Planning Board will hold public hearings beginning no earlier than 6:30 PM, Tuesday, April 23, 2024, in the Donn B. Griffin Room, Town Hall, 732 Main Street, Harwich, MA 02645 to consider the following matters. Any member of the public looking to provide testimony on any of these matters should plan on attending. Written comments may also be submitted to the Board prior to the hearing by mailing them to the Planning Department, Town Hall, 732 Main Street, Harwich, MA 02645 or by emailing them to the Planning Assistant, Shelagh Delaney at shelagh.delaney@harwich-ma.gov Case # PB2024-11 Rowoliver Nominee Trust, David Crosbie & Steven Farnsworth, Trustees, through their agent, Attorney Benjamin E. Zehnder seek a Site Plan Review Special Permit for a mixed use, multi -family and to develop a portion of the property as a self -storage unit pursuant to the Harwich Zoning Bylaw Sections 325-55. The property is located at 481 Depot Street, Map 36, Parcel B1 in the IL and RR Zoning Districts. Documents and plans related to these applications may be viewed on the Planning Board's home page: www.harwich-ma.gov/planning-board and are on file with the Town Clerk and may be viewed at the Planning Department, Town Hall, 732 Main Street, Harwich, MA 02645 during regular Town Hall hours. For additional information contact the Planning Assistant, Shelagh Delaney at sdelaney@harwich-ma.gov Duncan Berry, Chair Cape Cod Chronicle Print Dates: April 4 and April 11, 2024 RECEIVED M A 11- `;' 2024 PPI-WSTER PLANNING BOARD ZONING BOARD OF APPEALS