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HomeMy WebLinkAboutApplication - - 000 0 11b(J I a J e "ii III a iir w III°t III (3 to1,11 A�.i g�.i st I J''"� °0".3 Memorandum III° iir Ill° ,,P"ww iiif W o iw,1°e iir III III iiif iiif iii iiif a w,�III III a rt inrii e III 0 r Ill°iu, iii°a: °°,iii a III'''��Ilwh : 8145 �� ......III IIL� III����..������� �������il iii�.����.��iii III�...��������������III���III iii°..�m�����iii��.�.���:114�����iii��.���� .���. ���� S e )l iiin III����ieli,l e w a On behalf of the applicants, Merrimack College(owner)and Greystar Development East, LLC(developer), below is a summary of the proposed Corner Development Project located at Merrimack College(the Project),with attached supporting documentation for the Limited Site Plan Review submission to the North Andover Planning Board. Summary Site IIDes iirli pti in The Project Site is located on an approximately 4-acre portion of the Merrimack College campus (the Site)at 315 Turnpike Street in North Andover, Massachusetts.The Site is bounded by Turnpike Street/Route 114 to the northeast,Andover Street to the northwest,and Flaherty Road and Medina Drive to the south.The Site lies outside of any Wetland Resource Areas and their associated 100-foot buffer zones.The Site falls entirely within the Town of North Andover municipal boundary,and lies within the surface watershed of the Shawsheen River. The existing Site is predominantly lawn with an existing one-way campus site drive and associated head-in parking spaces.At the center of the Site is a statue of Christ the Teacher,with connecting walkways and views between the Andover Street/Route 114 intersection and the front entry of the Collegiate Church of Christ the Teacher. IIRir° ll ect Description Please refer to Exhibit Al for the Site Plan Review Application Form. The Project will entail the construction of a 77,600 square foot building (Building 1)situated along Turnpike Street and a 62,000 square foot building (Building 2)situated along Andover Street.The building program is summarized in Table 1.0 below,and please refer to Exhibit for associated renderings: Table 1.0 Building Program Building Number of Levels Academic Space Dormitory(SF/Beds) Total Area (S F) (SF) Building 1 4 51300 72,300/366 77,600 Building 2 4 51500 56,500/174 62,000 Total - 10,800 128,800/540 139,600 The Project will also include improvements to the existing Medina Drive,enhancement of the pedestrian and view corridors between Route 114 and the Collegiate Church of Christ the Teacher, utility infrastructure,a stormwater management plan and associated landscaping. Additional Project benefits are summarized in the Community and Fiscal Impact Statement,included as ExhibitA3. Engineers I SCIentIStS I Planners I Designers 101 ftl MA fir 't,ISO IBox 9151,Watertown,Imassachusetts 024T1 0 'II I'' IIh IIL.........Illk III 41II III, 00 III �' II 1 1 62 53 i g s t 1 7, 2,0 2 In accordance with the Site Plan Review requirements,abutter notifications are being provided via certified mailings to abutters in both Andover and North Andover.Certified abutters lists obtained for these notifications are included as ExhibitA4. Zoning The Site is located within the Residence 3 (R3) District of the Town of North Andover.The Project conforms with the R3 minimum lot area and width,frontage,and setback dimensional requirements(refer to Zoning Summary Chart on Sheet C3.0).The project is seeking relief from the building height requirement. Included as Exhibit B1 is the Determination that the Project falls under the Dover Amendment from the Building Commission,dated August 4,2023.The building height request is being proposed in context of similar precedence of existing buildings along this portion of the Route 114/Turnpike Street corridor and adjacent campus buildings,please refer to the diagram included as Exhibit B2 for identification of these precedents. Proposed building heights have been calculated in accordance with the Town of North Andover Zoning ByLaw§195-2.1,as the"vertical distance as measured from the average finished grade level adjoining the building at all exterior walls to the highest roof surface, but shall not include chimneys,spires or mechanical equipment or penthouses used for enclosure of mechanical equipment."Supporting average grade calculations are included as Exhibit B3. Utilities . �Ilr list II e Ir° The proposed buildings will discharge sanitary sewer via new gravity lines and connect to the existing 8"sewer line on campus that connects to North Andover's 15"municipal sewer main in Andover Street,ultimately tributary to the Greater Lawrence Sanitary District treatment plant.The Project is expected to generate an increase of 35,910 gallons per day(GPD) based on DEP rates per 310 CMR 15: System Sewage Flow Design Criteria for peak estimated sewer generation,as summarized in Exhibit WateIr The Project proposes domestic service and fire protection connections to each building.The water lines will come off the existing water distribution system within the College which is a 10"water loop on the Town of North Andover system,which connects from the campus at both Route 114/Turnpike Street and Andover Street.As noted in the calculations included in Exhibit C1,estimated water demand for the full build-out of the Project is 39,501 GPD based on a 10-percent increase over the estimated sewer flows to account for non-consumptive uses. Il Fire IIRimotectiori In alignment with current applicable regulations,the proposed buildings will be provided with a full sprinkler system and fire alarms per NFPA requirements. Two(2) new fire hydrants are proposed for the project,which shall be located within 100-ft from each building's fire department connection (FDC). o iw iii III iii iii iii�_d III� IIIa g el w II it°il cal &rid irelecorT°irT°i u n iiu c a t io n Electric utilities to the proposed buildings are proposed to be provided from the existing overhead wires along Andover Street. Connection to the existing overhead utilities will be via risers such that all new electric infrastructure, except surface equipment required to support the Project loads, will be installed below grade in conduits/ductbanks and manholes.Telecommunication utilities will be pulled from the existing below grade campus fiber system from a structure to the north of the Collegiate Church of Christ the Teacher.All electrical and telecommunications services for the Project will be coordinated with the associated utility providers. Gas Gas service to the new buildings are proposed to be provided via a connection to the existing 6" main in Andover Street and coordinated with the utility provider. Each building will have a gas-powered generator for emergency power. St irir ii ii iir� II ° ire�� Refer to the complete Stormwater Management Report prepared under separate cover. The Project includes new high-efficiency lighting on site consistent with the Merrimack College campus standard themes, to ensure adequate lighting is provided for pedestrian and vehicular safety of the reconfigured Medina Drive and pedestrian areas on site.The proposed lighting will minimize spill and glare onto adjacent areas. Parking, Access and Circulation Access �� ii it iirc iiu iir The Project includes reconfiguration of the existing one-way Median Drive that circulates around the Collegiate Church of Christ the Teacher, to a new two-way, 24-ft wide campus drive from the main entrance at Flaherty Road. Angled parking along the existing drive is being removed and replaced with a new accessible drop-off along the north side of the reconfigured drive.The drop-off is also anticipated to be used by the Warrior Shuttle with access to off- campus locations for remote parking and activities. The Project also creates pedestrian connectivity throughout the site, establishing accessible routes from the Collegiate Church to each of the proposed buildings as well as to the intersection of Route 114/Turnpike Street and Andover Street. IP a r°kii iiri g In recent years, VHB has completed multiple parking assessments on the Merrimack College campus.A comprehensive parking assessment was initially completed in April 2014. Since the time of that assessment, Merrimack College has completed a number of projects on campus that have altered some of the parking lots and areas.An updated assessment was conducted in 2019,which captured the changes to parking lots throughout the campus.The campus parking supply was reviewed based on existing site plans and was verified through the field inventory �_d I. ��R,e . ...... 162 5_'111113,11!111 conducted in March 2019. The campus currently provides 1,881 parking spaces located in 31 parking lots and areas across the campus. Based on the parking occupancy data collected by VHB in March 2019, the overall campus parking supply versus demand is shown in Chart 1 below. Chart 1 Parking Supply vs. Demand — Overall Campus .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 2 400 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 2 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ,000 Parking Supply= 1,881 spaces IH � 1,600 V � 1200 c� V V 0 400 "z sz Q� "z Q� "z Q� - Q� R- Q, Q� Q� Q� Q� 00 �o00 �o00 �o00R00 ,�o00R00R00R00 �o00 �o00 R00 4? or). �' y0' y0' ' ' ,yr1r' ' "Y 'Y rV "V rb' M' 0k' toc (o' (o' Time Source Parking occupancy counts conducted by VHB on March 19,2019. As shown in Chart 1, the overall campus parking supply is 1,881 spaces and the demand varies over the course of the day ranging from a low parking demand of 806 occupied spaces (approximately 43-percent of the supply) at 7:00 AM to a high parking demand of 1,614 occupied spaces (approximately 86-percent of the supply) at 12:30 PM. The period with the heaviest parking demand is between 9:00 AM and 3:30 PM. The Project includes the removal of forty (40) existing angled parking spaces along the existing one-way Medina Drive. Based on the 2019 parking counts,which showed an excess of 267 parking spaces during the peak demand, the removal of 40 parking spaces is not anticipated to result in a parking deficit in the future. In addition, it should be noted that the College also uses remote parking areas off-campus in Andover and North Andover, which can be accessed via the Warrior Shuttle. Lastly, the proposed buildings are intended to house Freshman and Sophomore students,who are encouraged not to bring vehicles to campus, thereby limiting parking demand associated with the Project. 0 e&n III a Qg'I Erriergency Access Emergency access is provided for the new buildings in conformance with NFPA Section 18,as summarized in Exhibit D1. Fire access lanes with minimum unobstructed widths of 20-ft are comprised of the surrounding roadways of Route 114/Turnpike Street,Andover Street,and the reconfigured Medina Drive.An additional area has been incorporated as a limited vehicular zone to allow emergency vehicles to access in the area between the proposed buildings.These access roads are provided within at least 250-ft of all portions of the fully-sprinklered buildings,and within 50-ft of at least one door for each building. 'rash iir Loadirig ir Service areas for each building have been established on the opposite sides of the main pedestrian corridor,to include utility equipment yards for transformers and emergency generators,as well as trash enclosures for dumpsters. Each area is provided for service vehicles to access off of the reconfigured Medina Drive,and the enclosures are supplemented with additional plantings for improved screening. 000 III III Illy' III, 00 �w II it 625,311!'1111111111 11J, IIII � Memorandum ge 6 APPENDICES Exhibit A ®Limited siteReview Application ElevationsExhibit A2.-Building Exhibit and Renderings m Community and FiscalS Exhibit A4.-Certified A�p�[)eii,idlx I." oir iihr Exhibit Exhibit B2.-Existing Building iir ix CUti!ities Estimated Sewer Generation and Water Demand Calculations iir iii II : I13 iir I iiking,Access&A Ckrcti1atbri Exhibitqency Access Figure 0 III age Appendix A: Summary m Limited Site Plan Review Application ExhibitElevations Exhibit .`3 Community ExhibitCertified Abutters scats I y V. I 1 I PLANNING DEPARTMENT Community& Economic Development Division Application for Limited Site Plan Review • application, • ® signed i original i •gnature(s) shall be submitted i copies completed and th th 3 1 application,the narrative,site plan, I full-size prints " 36") and 2 reduced size (119' I showing all requested information, 1 full slize (24'9 x 36") and 2 reduced slize(11'9 x 17'9) set of elevations and floor plans for any proposed if l report, applicable, a certified abutters and a pdf version of the application list, package. printPlease type or clearly. 1. Petitioner: Gre star Development East LLC Y p Petitioner's Address: 1 Federal Street, Suite 1804, Boston, MA 02210 Telephone number: 857-288-1849 2. Owners of the Land: Merrimack College Address: 315 Turnpike Street, North Andover, MA Number of years of ownership: 4.5 years 3.Year lot was created: 1971 4.Application is herby made for Limited Site Plan Review for certain uses protected by the provisions of MGL Chapter 40A Section 3 (circle all that apply) a) Religious Use Educational Use c) Child Care Facilities Evidence of the Building Commissioner's written determination of whether the provisions of M.G.L. c. 40A, Section 3, are applicable shall be attached to this application. This determination as to whether the Dover Uses applies to a particular proposed use will be made solely by the Building Commissioner. 5. Description of Proposed Project: The promect will entail the construction of a 77,600 square foot building (Building 1) situated along Turnpike Street and a 62,000 square foot building (Building 2)situated along Andover Street. Both buildings will be composed of academic and residential program space for College use. 6.Description of Premises: Merrimack College Campus. Corner of Turnpike Street and Andover Street 7.Address of Property Being Affected: 315 Turnpike Street Zoning District: Residence 3 Assessors Map: 25 Lot#: 13 Registry of Deeds: Book#: 47 Page#: 1 (Land Court) 8. Existing Lot: Lot Area(Sq.Ft : 2,681,500 Building Height: N/'�` ( q ) g g Street Frontage: >>125 Side Setbacks: Front Setback: N/A Rear Setback: N/A Floor Area Ratio: N/A Lot Coverage: N/A 9. Proposed Lot(if applicable): , Lot Area( Ft Sq ). : 2,681,500 Building Height:ht: 47.1 Street Frontage: >>125' Side Setbacks: >>301 Front Setback: 32' Rear Setback: >>30' Floor Area Ratio: N/A Lot Coverage: N/A 10.Required Lot(as required by Zoning Bylaw): 35' Lot Area(Sq.Ft): 25,000 Building Height: Street Frontage: 125' Side Setbacks: 20' Front Setback: 30' Rear Setback: 30' Floor Area Ratio: N/A Lot Coverage: N/A 11.Existing Building(if applicable): N/A Ground Floor(Sq.Ft.): #of Floors: Total Sq.Ft.: Height: Use: Type of Construction: 12. Proposed Building:Combined/Max Numbers Ground Floor(Sq.Ft.): 367500 #of Floors: 4 Total Sq.Ft. 1391600 Height: 47.1' Use: Educational Facilities/Rooming House Type of Construction: New 13.Has there been a previous application for a Special Permit from the Planning Board on these premises? Yes If so,when and for what type of construction?2014, Residence Houses 6&7 2018, Parking Lot C Improvements 14. Section of Zoning B law that Limited Site Plan Review Is Being Requested Section 195-8.10(C) 15. Describe in terms of any other units of measurement the use of occupancy of the building(s) such as maximum seating capacity,number of employees, number of tables, etc.... Building 1: 5,300sf Academic Space; 366 Beds/72,300sf Dormitories Building 2: 5,500sf Academic Space; 174 Beds/56,500sf Dormitories Page 2 of 5 120 Main Street North Andover, Massachusetts 01845 Phone: 978.688.9535 Fax: 978.688.9542 . in rt n ,,, ,,,,,,,,,,irir ,,,,,,,,,,,,,,, v Sewer connects to 15" municipal sewer main in Andover Street generating increase of 35,910 GPD. Water/Fire Protection connects to 10"water loop within Merrimack College which connects to the Town of North Andover system, generating an increase of 39,501 GPD at full-build. 16.Effect of the project on public services, such as water, sewer,schools,police,fire,waste disposal, and recreational facilities. 17.Estimated traffic flow within the site: AM Peak 80 vph PM Peak 80 vph Turnpike St: AM Peak: 3,080 vph, PM Peak: 2,220 vph 18. Estimated traffic flow on streets adjacent to the site: Elm St: AM Peak: 900 vph, PM Peak: 1,100 vph 19. Please list title of plans and documents you will be attaching to this application. Submission Memo and Attachments Site Plans Stormwater Management Report Filing Fee Certified Mailing Labels 17. Information Required for Limited Site Plan Review A. Limited Site Plan Review form, along with any fees as may be set; B. Drawings prepared at a scale of one inch equals 40 feet or larger, or at a scale as approved in advance by the Town Planner. Revised plans shall contain a notation listing and describing all revisions, additions, and deletions made to the originally submitted plans and the date of each. C. All site plans shall be prepared by a certified architect, landscape architect, and/or a civil engineer registered in the Commonwealth of Massachusetts. All landscape plans shall be prepared by a certified landscape architect registered in the Commonwealth of Massachusetts. All building elevations shall be prepared by a certified architect registered in the Commonwealth of Massachusetts. All stormwater management plans and drainage calculations must be submitted with the stamp and signature of a professional engineer(PE) licensed to conduct such work in the Commonwealth of Massachusetts. D. The following information must be submitted along with the application: a. North arrow/location map. A North arrow and a location map showing surrounding roadways and land uses adjacent to the site at a scale of one inch equals 1,500 feet. The location map should show at least one intersection of two existing Town roadways. b. Survey of lot/parcel. A boundary survey conforming to the requirements of the Essex County Registry of Deeds Office. The survey shall be dated and include any revision made to the survey or site plan. Any change in the survey shall be recorded before site plan approval may be granted. c. Name/Description of project. The name of the development and the names, addresses and telephone numbers of the project listing tenants, land uses, development phases, or other pertinent information necessary to evaluate the proposed development plan. d. Easements/Legal conditions. Identification of easement(s) or legal encumbrances that are related to the site's physical development, and a listing of any condition(s)placed upon the site by the Board of Appeals, Planning Board, Conservation Commission, or any public body or agency with the authority to place conditions on the site's development. e. Topography. The present and proposed topography of the site,utilizing two- foot contour intervals. Existing topography 50 feet beyond the perimeter of the parcel as it Page 3 of 5 120 Main Street North Andover, Massachusetts 01845 Phone: 978.688.9535 Fax: 978.688.9542 . .in in n ,,, ,,,,,,,,,,,irir ,,,,,,,,,,,,, appears on the most current Town of North Andover topographic mapping shall also be shown. f. Zoning information. All applicable Zoning Bylaw information shall be provided regarding the site's development. This information shall be placed in a table and list all parking, setbacks,percent of lot coverage, floor area ratio,number of dwelling units, total amount of square feet, size of signs and any other applicable zoning information necessary for the proper review of the site plan by the Town Planner and Planning Board. g. Drainage area map. A drainage area map showing pre- and post-construction watersheds, subwatersheds and stormwater flow paths, including municipal drainage system flows. h. Stormwater management plan. All applications for site plan review shall include the submittal of a stormwater management plan prepared in accordance with the latest version of the Massachusetts Stormwater Handbook and additional criteria established herein and demonstrating full compliance with the Massachusetts Stormwater Standards and the North Andover Stormwater Management and Erosion Control Regulations promulgated under Chapter 165 of the Town Bylaws (Stormwater Management and Erosion Control Bylaw). i. Building location. Identification of all existing and proposed structures located on the site. The number of stories, overall height in feet and gross floor area in square feet of all structures shall be indicated. j. Building elevation. A drawing of the exterior of the building, as viewed from the front (street view),must be submitted. The Planning Board may request side and rear views if relevant to the Board's review. This drawing must be at least eight inches by 11 inches in size. k. Location of parking/walkways. Identification of the location of all existing and proposed parking and walkway areas, including curb cuts that will be used to access the site from adjacent roadways, or access points. 1. Location of wetlands;notice of intent. All resource areas as defined in MGL c. 131, § 40, and/or the Town of North Andover Wetland Protection Bylaw(Chapter 190), shall be shown on the site plan. If applicable,the applicant shall file a notice of intent with NACC concurrently with the application to the Planning Board for Limited Site Plan Review. m. Location of roadways/drives. Identification of all rights-of-way and driveways, including the type of curb and gutter to be used, and their dimensions. Distances to all the nearest roadways and/or curb cuts shall be shown for both sides of any street which is adjacent to the site. n. Outdoor storage/display areas. Identification of the location and type of outdoor storage and display areas on the site. o. Landscaping plan. The general outline of existing vegetation,wooded areas, significant trees,unique species and/or tree clusters and the extent of all vegetation,wooded areas, significant mature trees (>12 inches DBH),unique species and/or tree clusters to be removed and identification of the location and landscape schedule of all perimeter and interior landscaping, including but not limited to proposed paving materials for walkways, fences, stone walls and all planting materials to be placed on the site. Any landscaping required by the Town bylaws shall be indicated on the site plan in tabular form showing the amount required and the amount provided. p. Refuse areas. Identification of the location of each outdoor refuse storage area, including the method of storage and screening. All refuse areas must be fully enclosed. Page 4 of 5 120 Main Street North Andover, Massachusetts 01845 Phone: 978.688.9535 Fax: 978.688.9542 . .ire inl n,,,,,,,,,,,,,,, ,,,,,,,,,,!rir ,,,,,,,,,,. q. Lighting facilities.Identification of the proposed illumination,indicating the direction and the degree of illumination offered by the proposed lighting facilities,including an example of the light fixture to be used. r. Commonwealth review.Any information required and submitted to any agency of the commonwealth shall be filed with the Planning Board upon the initial submission of the project for Board review. s. Utilities.All utilities,including water line locations,sewer line locations and profiles, and storm drainage systems. E. If a waiver request for is sought for information required pursuant to 17.D.a through s the applicant shall request the waiver in writing and mM be required to submit sppportipgg information. The Planning Board ma y glant a waiver from these submittal requirements if it finds that such information is not needed for a thoroujzh review of the application.. 18. For new construction,a description of erosion.and sedimentation control measures,including the location and specifications of temporary and permanent measures and a schedule of operations indication the starting and completion dates for each phase of construction.shall accompany the plan. 19.Petitioner and Landowner signature(s): Every Application for Limited Site Plan.Review shall be made on this form,which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility.The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this application as incomplete. Petitioner's Signature: Gary Kerr, Print or type name here: --------------------- 11"00- fo R f ......... 1000 7 Owner's Signature: 4 ......... ......... I0, > ........... Print or type name here: X............ .................. .............-..................... .................................. ........... Page 5 of 5 120 Main Street North,Andovor, Massachusetts 01845 Phone: 978.688,9535 Fax-, 978,,,6188-9542 Web: wmnorthandoveimi;a.(a] V 1 .4 2 All 06 131-East Elevation SCALE:3/32"V-0" "NO c? ]5- "A Wffi N 131 North Elevation SCALE 3132"=1'-O" Merrimack College-Corner Development Project 315 Turnpike St 0 2'4' 81 16, North Andover,MA Building 1 Concer-ttual Elevations 16 August 2023 CUBEr�m- CUBE3Stuc1icLLC 1 370 Merrimack Street,Suite 337 1 Lawrence,MA01843 1 978.989.9900 1 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO UL.C.ALL RIGHTS-RESERVED ,I'n'M TI ...............A,'12 2 011� K q A A A R UT, WRIMIAN" �N IF P111" MRK, 131-West Elevation r2—'� SCALE 3/32"V-0" gq' MORMT, NONNI lffi�Z! 7*, ROOW W-1 i7, + 131 South Elevation SCALE:T32"=V-0" Merrimack College-Corner Development Project 1 315 Turnpike St 0 2'4' 81 16, North Andover,MA Building 1 Concer-ttual Elevations 16 August 2023 CUBEr�m- CUBE3StudioLLC 1 370 Merrimack Street,Suite 337 1 Lawrence,MA01843 1 978.989.9900 1 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO UL.C.ALL RIGHTS RESERVED 2 Al ........... 132-North Elevation r2-'� SCALE:3/32"T-0" ME i i i i ON B2-East Elevation SCALE 3/32"=T-0" Merrimack College-Corner Development Project 315 Turnpike St 0 2'4' 81 16, North Andover,MA Building uoncer%tual Elevations 16 August 2023 CUBEr�m- CUBE3StudioLLC 1 370 Merrimack Street,Suite 337 1 Lawrence,MA01843 1 978.989.9900 1 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO UL.C.ALL RIGHTS-RESERVED 2 ............ B2-South Elevation r2--� SCALE 3/32"V-0" OWN NA -71 -4- H! DIT, 132-West Elevation SCALE:3132"=V-1)" Merrimack College-Corner Development Project 315 Turnpike St 0 2'4' 81 16, North Andover,MA Building koncer-ttual Elevations 16 August 2023 CUBE...- CUBE3StudioLLC 1 370 Merrimack Street,Suite 337 1 Lawrence,MA01843 1 978.989.9900 1 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO UL.C.ALL RIGHTS-RESERVED ........... 'M U TI '4� -7- ALL— "I LL A" Merrimack College-Corner Development Project 315 Turnpike St 0 4' 8' 16, 32' North Andover,MA Perspective 'View -- L�- 16 August 2023 CU BEr�m— CUBE 3 Studio LLC 370 Merrimack Street,Suite 337 1 Lawrence,MA 01843 978.989.9900 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO LLC.ALL RIGHTS-RESERVED 51 mom W INNER N IF WRT On M .............................. I F1111 p 'A A V M W q F' WN R FIR I q A I F AR RR RR qM W I -IHI gg� OR ANN Merrimack College-Corner Development Project 315 Turnpike St 0 4' 8' 16, 32' North Andover,MA Perspective 'View 16 August 2023 CUBEK— CUBE3StudioLLC 370 Merrimack Street,Suite337 I Lawrence,MA01843 978.989.9900 cubelcom COPYRIGHT(C)2M CU BE 3 STUD 10 UDG.ALL R IGHTS-RESERVED 11NN W, A" MIR 'PME ME gg N M ft Z:1' Z�-7- 0-MM Wsm-'- \ 'v w L MERRIMACK COLLEGE Am Augus66�Cadiohc CoRcgc Fom&d in 1947 Merrimack College-Corner Development Project 315 Turnpike St 0 4' 8' 16, 32' North Andover,MA Perspective 'View -- L�- 16 August 2023 CU BEr�m— CUBE 3 Studio LLC 370 Merrimack Street,Suite 337 1 Lawrence,MA01843 978.989.9900 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO LLC.ALL RIGHTS-RESERVED q& abod WA p "p, -N .&J, 4, I v FLEET!= -A� ................ ....... ......... Z ON 1121%� ............ MOM, Merrimack College-Corner Development Project 315 Turnpike St 0 4' 8' 16, 32' North Andover,MA Perspective 'View 16 August 2023 CUBEK— CUBE3StudioLLC 370 Merrimack Street,Suite 337 1 Lawrence,MA01843 978.989.9900 cubelcom COPYRIGHT(C)2M CUBE 3 STUDIO LLC.ALL RIGHTS RESERVED EXHIBIT A3 - Commun� and Fiscal Impact Statement: Cornrnu�ri[ty ]mmpac t*. The Corner Development Project at Merrimack College will have a positive impact on the campus and North Andover communities.As provided within the technical information in the application, positive impacts associated with the Project forNorthAndoverindude: m Creating a new accessible pedestrian connection between the Route 114/Turnpike Street intersection to the Collegiate Church of Christ the Teacher, along with on-campus accessible walkways within the new project. w Creation of two-way vehicular circulation and supplemental emergency access routes between the new buildings for North Andover first response vehicles. • Enhancement of the pedestrian and view corridors from Route 114/Turnpike Street onto campus, including enhancement of the existing Christ the Teacher statue. |n addition, the Project hasnoimpactorminima| impactasfo||ows: = No impact to North Andover residential neighborhoods, * No impact towetland resources * No impact to nearby traffic * No impact to neighborhood parking = No impact to town drainage systems = No significant impact to town water supply system * No significant impact to town sewer system Fiscal ]ry'i��pa c t: Fiscal benefits resulting from this proposed project include the following: * Town fees associated with permitting and construction * Construction jobs * Continued enhancement of the [o||ege's reputation and properties * No fiscal impact onto any town services orresources Town of North Andover, MA August 3 2023 �JM � VIVA, r '' ex " r 'A L5eo vtm ' +, r ' Iowa 00 w r I w ,.. r ' "un P " Vve u, I cup i v r �n � ,Ialks ... 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Geometry updated 09/ 9/20,22 Data updated on a daily basis Abutter to Abutter{) Building Dept. } Conservation (X} Zoning ( } TOWN OF NORTH ANDOVER ABUTTER LIST REQUIREMENT: MGL 40A,Section 11 states in part"Parties in interest as used in this chapter shall mean the petitioner, abutters,owners of land directly opposite on any public or private way,and abutters to abutters within three hundred(300)feet of the property line of the pettitioner as they appear on the most recent applicable tax list,not withstanding that the land of any such owner is located in another city or town,the planning board of the city or town,and the planning board of every abutting city or town." 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565 TURNPIKE STREET ZOLOT,HOWARD,M. 59 SUNSET ROCK ROAD NORTH ANDOVER MA 01845 025.0-0071-0072.0 565 TURNPIKE STREET TIBBETTS,AMY 245 CHESTNUT STREET NORTH ANDOVER MA 01845 025.0-0071-0073.0 565 TURNPIKE STREET RINALDI,STEVEN 565 TURNPIKE STREET U:73 NORTH ANDOVER MA 01845 025.0-0071-0074.0 565 TURNPIKE STREET M&S REALTY,LLC 565 TURNPIKE STREET#74 NORTH ANDOVER MA 01845 025.0-0071-0075.0 565 TURNPIKE STREET WAI KEE LEE,LLC 565 TURNPIKE STREET#75 NORTH ANDOVER MA 01845 025.0-0071-0076.0 565 TURNPIKE STREET 565 TURNPIKE ST.SUITE 76 A HOLDING,LLC 565 TRUNPIKE STREET U-76 NORTH ANDOVER MA 01845 025.0-0071-0077.0 565 TURNPIKE STREET NOBLE DEVELOPMENT ENTERPRISE,LLC 35 SHANNON LANE NORTH ANDOVER MA 01845 025.0-0071-0081.0 565 TURNPIKE STREET TURNPIKE HOLDINGS,LLC 565 TURNPIKE STREET#81 NORTH ANDOVER MA 01845 025.0-0071-0083.O 565 TURNPIKE STREET PULMONARY AT CHESTNUT GREEN ANDOVER,LLC 565 TURNPIKE STREET 983 NORTH ANDOVER MA 01845 025.0-0071-0084.0 565 TURNPIKE STREET VLB REALTY,LLC 565 TURNPIKE STREET,U-84 NORTH ANDOVER MA 01845 025.0-0071-0085.0 565 TURNPIKE STREET PULMONARY AT CHESTNUT GREEN ANDOVER,LLC 565 TURNPIKE STREET#85 NORTH ANDOVER MA 01845 025.0-0071-0086.0 565 TURNPIKE STREET NEU REALTY COMPANY LLC 231 SUTTON STREET SUITE 1 D NORTH ANDOVER MA 01845 025.0-0079-0000.0 100 ANDOVER BY PASS POND VIEW NA,LLC 10 CONVERSE PLACE WINCHESTER MA 01890 025.0-6915-OOOO.A 575 TURNPIKE STREET MCNULTY,BRIAN 575 TURNPIKE STREET SUITE 15 NORTH ANDOVER MA 01845 025.0-6915-0000.E 575 TURNPIKE STREET M-M2 HOLDINGS,LLC 29 PETER PARLEY ROAD#2 BOSTON MA 02130 025.0-7163-OOOO.A 565 TURNPIKE STREET D.N.BARDWELL,LLC 565 TURNPIKE STREET ; 3AS thL"R ftN�� p" This cer`� �� � � � records of the As Cgs Y Pg3of3 025.0-7163-0000.B 565 TURNPIKE STREET COPPOLA,FRANK,A. 33 BRADY LOOP ANDOVER MA 01810 025.0-7163-OOOO.0 565 TURNPIKE STREET COPPOLA,FRANK,A. 33 BRADY LOOP ANDOVER MA O1810 025.0-7165-0000.A 565 TURNPIKE STREET SKYLEXI TRUST 7 MOUNT HOLLY DRIVE METHUEN MA 01844 025.0-7165-0000.E 565 TURNPIKE STREET 565.66 LLC 565 TURNPIKE STREET U:66 NORTH ANDOVER MA 01845 025.0-7182-OOOO.A 565 TURNPIKE STREET P G A REALTY TRUST 565 TURNPIKE STREET SUITE 80 NORTH ANDOVER MA 01845 025.0-7182-000O.B 565 TURNPIKE STREET PULMONARY AT CHESTNUT GREEN ANDOVER,LLC 565 TURNPIKE STREET#828 NORTH ANDOVER MA 01845 047.0-0014-0000.0 312 TURNPIKE STREET LEYLAND,ROBERT C.JR. 312 TURNPIKE STREET NORTH ANDOVER MA 01845 047.0-0015-0000.0 318 TURNPIKE STREET VOONG,❑IANNA 318 TURNPIKE STREET NORTH ANDOVER MA 01845 047.0-0016-0000.0 322 TURNPIKE STREET FARNUM,BENJAMIN,S. 1370 TURNPIKE STREET NORTH ANDOVER MA 01845 047.0-0031-0000.0 1 BERKELEY ROAD SNOW,❑EBORAH J 1 BERKELEY ROAD NORTH ANDOVER MA 01845 TOWN OF ANDOVER ANDOVER TOWN HALL 36 BARTLET STREET ANDOVER MA 01810 t the name �ills that � owuv vecQrds of the As "s ofikewell Coe O BOARD OF ASSESSORS TOWN OFFICES 36 BARTLET ST ANDOVER, MA 01810 li 978-623-8930 1n BOARD of ASSESSORS CERTIFICATION of ABUTTERS out of town reguest PETITION tt PF31� I hereby certify the attached list, as requested, of abutters as they currently appear on the Assessors' office records. Meg Anderson Senior Assessor 0 ELM ST AN DOVER,MA 01810 3 0 1 200-A MURRAY WAY ANDOVER MA 01810 4072 BROOKFIELD RD ANDOVER,MA 01810 20106 LUC:132 LUC:942 LUC,101 OWNER UNKNOWN TT AUGUSTINIAN COLLEGE HARI ER WILLIAM M %COLLECTOR/TREASURER THE MERRIMACK VALLEY HARRER ANNAV TE 36 BARTLET ST 315 TURNPIKE ST 23 BROOKFIELD FAD AN ROVER,MA 0 18 10-0000 NORTH ANDOVER,MA 01845-0000 AN DOVER,NSA 01810-0000 3 FARNSWORTH RD ANDOVER,MA 01810 302 8-R APPLECI EST RD ANDOVER,MA 01810 4073 17 BROOKFIELD RD ANDOVER,MA 01810 20107 LUC:101 LUC:946 LUC,101 LORI M PAGLIA REVOC TRUST-2000 MERRIMACK COLLEGE KOWSKI THOMAS JAMES PAGLIA LOf I+PETER TRS 815 TURNPIKE ST 17 BROOKFIELD RD FARNSWORTH FAD FORTH ANDOVER,MA01845-0000 AN0O ER,MA 01810-0000 ANDOER,MA 01810-0000 147 ELM ST ANDOVER,MA 01810 303 19 DOWN ING ST AN DOVER,MA 01810 4077 13 BROOKFIELD RD ANDOVER,MA 01810 20 108 LUC:945 LUC:101 LUC:101 MERRIMACK COLLEGE ANDERSON TRUST OF 2010 LE VINE STEPHEN H C/O Al 3-ACCOUNTS PAYABLE DEPT SAILIBE JUDITH A TR LEVINE SA NDRA K TE 315 TURNPIKE ST 19 DOWNING ST 13 BROOKFIELD RD NORTH ANDOVER,MA018 -0000 AND OVER,MAO1810-0000 ANDOVER,MA01810-0000 0 ELM ST ANDOVER,MA 01810 304 17 DOWNING ST ANDOVER,MA 01810 4078 9 BR FIELD RD ANDOVER,MA 01810 20109 LUC:946 LUC:101 LUC-101 AUGUSTINIAN COLLEGE PELTIER REALTY TRUST BUSTA THOMAS I'1+1 THE MERRIMACK VALLEY PELTIER LEONARD+VERONICA TRS 9 BROOKFIELD RD 315 TURNPIKE ST 17 DOWNING ST AND OVER.MA 01 8 1 0-0000 NORTHANDOVER,MA01845-4000 ANDOVER,MA 0 18 10-0000 100 MURRAY WAY ANDOVER,MA 01810 305 15 DOWNING ST ANDOVER,MA 01810 4079 5 BROOi FI E LD RD ANDOVER,MA 01810 20110 LUC:942 LUC'101 LUC:101 AUGUSTINIAN COLLEGE 15 DOWNING STREET RT BEAN CURTIS H THE MERRIMACK VALLEY LAHOOD JO EPH+SANDRATRS BEAN SARA H JT 315 TURNPIKE ST 15 DOWNING ST 5 BROOKFIELD RD NORTH ANDO ER,MA 0184-0000 AN DOVE F,MA 01810-0000 ANDO ER,MA 0181 0-0000 0 ELM ST ANDOVER,MA 01810 306 13 DOWN ING STANDOVE R,MA 01810 4080 1 BROOKFIELD RD ANDOVER,MA 01810 20 111 LUC:946 LUG:101 LUC:101 MERRIMACK COLLEGE INCTHIRTEEN DOWNING STREET RT II POWERS NATHANAEL P 15 TURNPIKE ST O'BRIEN THOMAS+GERALDINE TRS 1 BROOKFIELD RD NORTH AN DOVER,MA 01845-0000 13 DOWNING ST ANDOVER,MA 01810<0000 ANDOVE# ,MA 01810-0000 41 FOX HILL RD ANDOVER,MA 01810 2097 11 DOWNING ST ANDOVER,MA 01810 4081 151 ELM ST ANDOVER,MA 01810 20112 LUC:101 LUC:101 LUC:101 THO SON ALAN W SASSANO JAMES M MCCARTHY REID C THOMSON SUSAN TE SASSANO KATELYN E TE HERNANDEZ GABRIELAA JT 41 FOX HILL RD 11 DOWNING ST 151 ELM ST AN DOVER,MA O1810-0000 ANDO ER,MA 0 18 10-0000 AN DOVER,MA 01810-0000 37 FOX H ILL RD AN DOVER,MA 01810 2098 33 BROOKFIELD RD ANDOVER,MA 01810 20103 145 ELM ST ANDOVER,MA 01810 3 0 4 A LUC-945 LUC-946 LUC:132 MERRIMACK COLLEGE AUGUSTINIAN COLLEGE MAYE ROBERT J 315 TURNPIKE ST THE MERRIMACK VALLEY MAYE LISA H LIHAN TE NORTH ANDOVER,MA01845-0000 315 TURNPIKE ST PO BOX 000 NORTH AN DOVE R,MA 0184-0000 RYE,NH 03870-0000 33 FOX HILL RD ANDOVER,MA 01810 2099 29 BROOKFIELD RD ANDOVER,MA 01810 20104 55 TOWNHOUSE LN ANDOVER,MA 01610 3 0 5 A LUC,945 LUC:101 LUC:942 MERRIMACK COLLEGE WANG JOHN YANG AUGUSTINIAN COLLEGE 315 TURNPIKE ST CHENG JE NNE THE MERRIMACK VALLEY NORTH ANDOVER,MA 018454MOO 29 BROOKFIELD RD 315 TURNPIKE ST ANDOVER,MA 0 18 10-0000 NORTH AND OVER,MA 01845-0000 1 4-R SUMMER ST ANDOVER,MA 01810 4061 7 BROOKFIELD RD ANDOVER,MA 01810 20105 250 WAL H WAY ANO VER,MA 01810 3 0 5 B LUC:932 LUC'101 LUC,945 TOWN OF ANDOVER LYNCH C ROLYN AUGUSTINIAN COLLEGE CONSERVATION COMMISSION 27 BROOKFIELD RD THE MERRIMACK VALLEY 36 BARTLET ST ANDOVER,MA 01810-0000 315 TURNPIKE ST ANDOVER,NSA 01810,0000 N0RTH ANDO ER,MA 01845-0000 32 BOCK RIDGE RD ANDOVER,MA 01810 2051 LV =946 AUGUSTINIAN COLLEGE THE MERRIMACK VALLEY 315 TURNPIKE ST NORTH ANDOVER,MA 01845-0000 141 ELM ST ANDOVER,MA 01810 210139 LUC,125 SHP VI ANDOVER LLC C/O PGIM REAL ESTATE 7&RALDA FARMS MADISON,NJ 07940-0000 3 LUCERNE DR AN DOVER,MA 01810 210156 LUC,101 HODGES ROWENA 63 LUCERNE OR ANDOVER,MA 01810-0000 9 LUCERNE OR ANDOVER,MA 01810 210157 LUC.,101 TRAHAN MICHAEL R TRAHAN LAUREN ATE 59 LUCERNE DR ANDOVER.MA 01 8 1 0-0000 55 LUCERNE DR ANDOVER,MA 01810 210158 LUC-101 HUT HINSON SAMUEL R BUNTING EILY G JT 5 LUCERNE OR ANDOVER,MA 01810-0000 49 LUCERNE DR ANDOVEI ,MA 01810 210159 LUC.101 MORIN SUSAN H 49 LUCERNE DR ANDOVER.MA 0181 0-0000 43 LUCERNE DR ANDOVER,MA 01810 210 180 LUC:101 SPURR GREGORY W I$I SPURR BONNIE ATE 43 LUCERNE DR ANDOVER,MA 0 18 10-0000 9 LUCERNE DR ANDOVER,MA 01810 210 1e1 LUC:101 KNOWLES SHEILA M 39 LUCERNE DR ANDOVER,MA 01910-0000 35 LUCERNE DR ANDOVER,MA 01810 210162 LUC:101 DIBENEDETTO JOHN DIBEEDETTG ALISON TE 5 LUCERNE DR ANDGVER,MA 0 18 10-0000 0 Memorandum III a e 8 Appendix B-.Zoning Exhibit BI.-Determination ExistingExhibit B2,- is Exh r , ��A vera ions " I Town of Noi-th Andover BuildhigDepartment Noi-tli Andover Town 1-- 120 Main Street + 511 North ndo t- MA 0 1845 - li ll'i rioi-,tii iid v t# .gov Paul Hutchins Telephone (978)688-9545 Building Commissioner/Zotiing Enforcenient Officer Fax 9 8' 688-9542 842023 Marls B.Joh son Johnson &Borenstein LLC l Chestn t Street Andover Ma,o181.0 Jae; Comer Develo merit proj ect 3 15 Turnpike Street North Andover, Ma o 184 5 Merriniack College Determination letter of Dover Amendment dment use. Dear Mr Johnson, J have deters i ed that the project of adding two dormitories and academic space falls under the Dover Amendment as using the guidelines ofMGL CH, 40A Section The Dover Amendment allows that only zoning ordinances or bylaws that a city or town may enforce against the proposed project are reasonable regulations regarding the bully and height of structures, yardf si e,lot area,s'etbacks,open space,parking and building coverage requirements. Respectfully submitted North Andover Building Con-imi sioner Zoiling Enforcement Paul Hutchins \\Vhb\gb1\prqj\Wat-LD\1 1625.34 Greystar P3 Development\cad\ld\Planmisc\Building Height\1162534-Bidg Height.dwg �V-Sk 111_0V &L ,1 \,Mk"-�Rk�'Z'\�`,k \,�g "\,'­", � _, "I I- _., ,,�, �1, � _0 10 �\117116 1 ,��,w�_ �, IWX�w_ � ,�p,&"""'p""\­,"", � % - `7M" ,2--=- I Fox', ,-am, -W5_ -_ _,__�&�, , -, 1_\ I'll, 6, 'I"",", ­ -- �­­I ---­11,11 1� -_'11W I 1, I \ V " , - g��k4 t -\ I I ,'' 1= R , - R L ,_ ,""N�EG _ ,, �\ &- � I—,- 11�1'T I -K� ,-­ - -\- -"----I� ,\, ` 11 I ,,,,�� " � �, ':&, ,q�,�w��&,__a-_-g-,- , 'g, wa, "'--- ­­&�&'\ -----',W��\ A & --_ I� �� '�� ,\\� \ �W_ _� @ g \� , - 11� ­12 W-71 1 _0� I __,,� �p - �77\\\1 I "I 47 , -, -- , \\,---\ A _2�� a-- - -_\-- I _-, I I RM Off", I 11, I I ,� , , - I mg,�\,­- 4��`\4 =101 I ,11 ,� , � "" , _1 I I I 100-71 1 I �'wagmg�_­_�_w L ,�r ­� , I j�' - 11� I � - \ I 11 I Nor I m I'll -11, 171,... 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BUILDING HEIGHT FROM CUBES ELEVATION: ` PT27- 4.0 PT3=22 0 ROOF=69' PT20-224. `:PT6-228.0 `\ SOUTH SIDE OF BUILDING=24' v � NOT RELATIVE HEIGHT FOR EAST SIDE OF BUILDING=45' o o " �C PT21-224.0 EN EN o TOP OF BUILDING ELEVATION:224'+45'=269' EN Enr ------------- PT4-220.0� ` PT25-224.0 PT5�228.0 PT�2-224.0` PT24-224.0 ------ `v BUILDING HEIGHT=269'-222.1'=46.9' PT23-224.0 Nm PT5-220.0 ` ` �, v \ \ \ \ \ \ HYD AVERAGE GRADE=225.9' _ \. FFE=220.0� BUILDING HEIGHT FROM CUBE3 ELEVATION: �\ ROOF 73 EAST SIDE OF BUILDING=28' ` NOT RELATIVE ATIVE HEIGHT FOR EAST SIDE OF BUILDING=45' OP OF BUILDING ELEVATION 2 2`Pf1 2 (, 28'+45'= 73' T v PT14-22\.0 BUILDING HEIGHT=273'-225.9'=47.1 ` T1(�2. PT15-224.0 � y Zip 0 `PT11-224.0 Q�1 PTA-224.0 PT6 220.0 Legend PT7�20.0 z 2Q z a.. PROPOSED A . o 228.0 BUILDING 2 \ a PT10-2�4.0 PT8-224.0 224.0 ,. FFJ=-224.0 L 220.0 ` v ` GRADE TRAN ITI NIN . y - G S O G ` "PT9-224.0 v - .. Notes VQ -_ ...... oe 4 4 ............................... ...............\"\""\"\\\"", 1. ELEVATIONS SHOWN ARE BASED ON NAVD F 1 O 988 Vhb Average Grade Calculation Exhibit B3 0 20 40 80 Feet Corner Development Project at Merrimack College 2023-08-17 North Andover,MA J eii iri Ii iiri H g h illOvlib. II u ° III w 2,0 Appendix C: Utilities Exhibit :Estimated SevvertCalculations 00, Estimated Sewer Generation lib Corner Development Project at Project: Merrimack College Project# 11625.34 Location: Merrimack College, North Andover, MA Sheet Calculated by: SM Date: 8/17/2023 Checked by: J K Date: 8/17/2023 Title Sewer Generation and Water Demand Calculations USE GENERATION UNIT UNIT FLOW ESTIMATED FLOW Academic Space 10,800 SF 0.075 GPD/SF 810 GPD College/Boarding School 540 PERSON 65 GPD/PERSON 35,100 GPD Estimated Sewer Generation: 35,910 GPD Estimated Water Demand*: 39,501 GPD *Assuming 10%increase over wastewater generation for non-consumptive uses Detailed Program Summary: Building 1 366 Beds, dorm style(72,300 GSF) 5,300 GSF, academic space(5 classrooms) 77,600 GSF, Bldg total Building 2 174 Beds,suite style(56,500 GSF) 5,500 GSF,academic space(5 classrooms) 62,000 GSF,Bldg total 11625.34_Estimated Sewer Generation(Title V Rates).xlsx Page 1 of 1 J ea in Ii n H Ili tOvlib. II u ° III a i e 1 C) Appendix Exhibit DI:EmeTency Access \\Vhb\gb1\proj\Wat-LD\11625.34 Greystar P3 Development\cad\ld\Planmisc\Emergency Access\1 162534-Emergency Access.dwg ... I Legend. <71 FIRE DEPARTMENT CONNECTION .. — — ..v:�. ...c.....:. .....�.,, ................ ..............�.... ................... .............................. , ,.:� ,. ... ..: FIRE HYDRANT Up --- .. ® — ' T } . .......... 00 \. _....,.... __.. a,,._..,: _ \ o I PROPOSED ROUTE 114 CURB PROPOSED I Ctl�A... ..... BUILDING 9 ` 77,600 TOTAL GSF t � , a— EN 4 LEVELS 1 366 BEDS L - ,N g FireRigid Doverall�Widthtb 38.833f 8 OOt t overall Body Height 10,432ft VA ,. Min Body Ground Clearance 0,862ft P EN :..� 4 co R�> o zoR Lo�ckkto�ock time 6.00E t v ✓� ,,, u' Curb to Curb Turning Radius 33.083ft c...... i ,o y%..lk �y E Qy 6g eee \ FireRequirements Code e conforms 4��Z PROPOSED BUILDING 2 wF `v 6z,000 TOTAL GSF o NFPA 1 SECTION A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND TO WITHIN 50 FT(15 M)OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE \ c � X MERRMA'K(()LLEGE > 4 LEVELS 1174 BEDS 222 18.2.3.2.1 OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING. HAP,),L�r -� B00K _',PA(;E WHEN BUILDINGS ARE PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM THAT IS INSTALLED IN ;. SYSTEM,FIRE DEPARTMENT ACCESS ROADS TO SECTION F X MA AMENDMENT ACCORDANCE WITH NFPA 3�STANDARD FOR THE INSTALLATION OF SPRINKLER 18.2.3.2.2.1 THE BUILDING IS LOCATEDNOT MORE THAN O 50 FT FROM FIREDEPARTMEORT PORTION ROADS ASO MEASURED FBY AN IAPPROV D O 14 ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY NFPA 1 SECTION DEAD-END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FT(46 M)IN LENGTH SHALL BE PROVIDED WITH APPROVED X ee e I 18.2.3.5.4 PROVISIONS FOR THE FIRE APPARATUS TO TURN AROUND. NFPA 1 SECTION FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT(6.1 M). X 18.2.3.5.1.1 v NFPA 1 SECTION � �� �� 18.2.3.5.1.2 FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FT 6 IN.(4.1 M). X vF <` ., `Li���A`K�,LEA LOT = �"� NFPA 1 SECTION FIRE DEPARTMENT ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS X u K,7 17 �,PA�=� AND SHALL BE PROVIDED WITH AN ALL-WEATHER DRIVING SURFACE. \��✓1 j �` MO NFPA 1 SECTION ENT THE MINIMUM INSIDE TURNING RADIUS OF A FIRE DEPARTMENT ACCESS ROAD SHALL BE 25 FEET SHALL HAVE THE THE AHJ X 18.2.3.4.3.1 ABILITY TO INCREASE THE MINIMUM INSIDE TURNING RADIUS TO ACCOMMODATE THE AHJ S APPARATUS. �' ....... RT N� MA AMENDMENT ti A/VooVER TO NFPA 1 SECTION THE GRADIENT FOR A FIRE DEPARTMENT ACCESS ROAD SHALL NOT EXCEED 10%,UNLESS APPROVED IN WRITING BY THE AHJ. X TTHEW R,&VIARIA VIILSOV / \ " N�OVER MA MAP'L�T�4'i 82346 Vhb Emergency Access Plan Exhibit D1 0 40 80 160Feet Corner Development Project at Merrimack College 2023-08-17 North Andover,MA