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HomeMy WebLinkAboutApplication 010 i 00 0 h b,J III J eaiirl t III a t e- 5,e 12 2 02Memorandum �°���:�iii,.' III"i,A iiiri�����������,°�������� iir III�����'III�����������iii��iii���iii iii���°������ III����������:���III������������iii����.���:III�I��.���I III"I t 2 0 III\''1:iii iiiri S t e e�It .,jec t, 317 III°,,,1,l���iiirt IIh ,kiin i:'o �.iii,.w, VIA 0 1&111!�1°1 III . mm':�..�: IIL.....�Ilk III�������m. III �.�����iii IIL.....IIkii III III IIL..iii(��ec.t a.t I l e iii iii a cIII.C c)III III e g e „iiit' IIIIIIiii..°ii Illy iewIIIiii.iii. .iiim On behalf of the applicant, Merrimack College, below is a summary of the proposed Lecture Hall 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 SiFte De s .iriu iiu in The Project Site is located on an approximately 1-acre portion of the Merrimack College campus (the Site) at 315 Turnpike Street in North Andover, Massachusetts.The Site is bounded by Aherne Road to the northeast, Medina Drive to the northwest, and Flaherty Road to the south, and lies adjacent to Sullivan Hall. 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 Site is also tributary to the Elm Street Detention Basin and falls within the extents of the Merrimack College Stormwater Management Plan (DEP File#090-0750) as administered by the Andover Conservation Commission. The existing Site is predominantly lawn with Sullivan Lecture Hall to the southeast and Austin Hall to the northwest. The northeastern portion of the site abuts head-in parking along Aherne Road. III it" c II " iriiu wii iin Please refer to Exhibit Al for the Site Plan Review Application Form. The Project will entail the construction of an 19,205 gross square foot building (Lecture Hall) situated along Aherne Road, oriented in-line with Sullivan Hall. The building program is summarized in Table 1.0 below. Please refer to Exhibit A2 for associated renderings. Table 1.0 Builidiing Program Building Number of Levels Academic Space (SF) Lecture Hall 2 19,205 The Project will also include pathways to improve pedestrian circulation throughout campus, 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 WaIlhirmt Stir 't,III„) !::3ox 9151, dirt iir), IMassacht.isetts 02471 I11P, 61„7.924.1770 IIIF 617.9 24.22 8 6 wwwmhb.cuim oiw III�_d III��ei f, I I ����2 _',��� e )t e,III i i b eIII'... I 2 r 2 0 Memorandurn IIIa g el 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 Exhibit . 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 not requesting any waivers or relief from the zoning requirements. Included as Exhibit B1 is the Determination that the Project falls under the Dover Amendment from the Building Commissioner, dated September 9, 2024. 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 B2. . . . S Iln i t' IIry Sewer The proposed building will discharge sanitary sewer via a new gravity line and connect to the existing 10" sewer line on campus which crosses Andover Street and eventually connects to the North Andover municipal sewer system, ultimately tributary to the Greater Lawrence Sanitary District treatment plant. The Project is expected to generate an increase of approximately 1,440 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 C1. a t e llr The Project proposes domestic service and fire protection connections to the building.The Project proposes to connect an existing 6"water service to an existing 10"water loop, creating a loop. The existing water lines are 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 1,584 GPD based on a 10-percent increase over the estimated sewer flows to account for non-consumptive uses. IIFI re PIIr tec t io II In alignment with current applicable regulations, the proposed building will be provided with a full sprinkler system and fire alarms per NFPA requirements. The Project provides emergency vehicle access to the Lecture Hall via Aherne Road and Medina Drive. One (1) new fire hydrant is proposed for the project in addition to preserving an existing on-site fire hydrant. The existing hydrant is located within 100-ft of the building's fire department connection (FDC). oiw III�_d III��ei f, i i ����2 _',��� e )t e,III i b e 2 r 2 0 Memorandurn III g el 31 II e c tlril c'° &lr " e I eco Ilr°i Ilr a Iln i a tio an Electric utilities to the proposed building are anticipated to be provided from the existing electric manhole at the corner of Aherne Road and Medina Drive.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 are anticipated to be pulled from the existing below grade campus system from a structure at the corner of Aherne Road and Medina Drive.All electrical and telecommunications services for the Project will be coordinated with the associated utility providers to confirm final routing and connection points. Gas Gas service to the proposed buildings will be provided via a connection to the gas main currently supplying Sullivan Hall and will be coordinated with the utility provider. The building will have a gas-powered generator for emergency use. St Irll II Il t Ilr� II Ilr ° u� Refer to the complete Stormwater Management Report prepared under separate cover. II ullI g h tiIlri 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 safety of the pedestrian areas on site. The proposed lighting will minimize spill and glare onto adjacent areas. Parking, Access and Circulation Access arid Ilu Ilrµ 4tli Iln The proposed building is situated along Aherne Road and Medina Drive. The Project includes reconfiguration of the existing paved path that runs alongside Sullivan Hall to a multi-use path for pedestrian use and maintenance access. Head-in parking along the Aherne Road is being adapted to provide accessible parking and a direct accessible route the proposed building entrance. The Project also creates pedestrian connectivity throughout the site, establishing accessible routes from the building to the parking lot and to the pathways in the Quad and in front of Sullivan Hall. III a r ki Iln The Project includes the reconfiguration of existing head-in parking along Aherne Road to provide accessible spaces for the proposed building and adjacent Sullivan Hall. IIEImergency Access Emergency access is provided for the new building in conformance with NFPA Section 18, as summarized in Extilbit . Fire access lanes with minimum unobstructed widths of 20-ft are comprised of the surrounding roadways of l e&I III III III „, �� � ��'�III�f"� w III w�� � ��� '� IMemorandurn g ell Aherne Road, Medina Drive, and Flaherty Road. Fire access is provided within at least 250-ft of all portions of the fully- sprinklered building, and within 50-ft of at least one door of the building. irrash andII a *l III° „ The Project does not include new dumpsters.The intent is for trash to be put in bins and brought to other campus locations. III I� ���w iii�� III iii��iii � III a g el 5 • Exhibit Al.-Limited Site Plan Review Application Form • Exhibit A2.-Building Elevations and Renderings • Exhibit A3.- Community and Fiscal Impact APPENDICES tatement • Exhibit A4.-Certified Abutters Lists • Exhibit ®Determination Estimated ,, m, ���III III III"III III 'III , gel FiscalAppendix A.- Summary • Exhibit Al.-Limited Site Plan Review Application Form • Exhibit A2.-Building Elevations and Renderings • Exhibit A3.- Community and 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: Merrimack College Petitioner's Address: 315 Turnpike Street,North Andover, MA Telephone number: 978-837-5000 ext. 5454 2. Owners of the Land: Merrimack College Address: 315 Turnpike Street,North Andover, MA Number of years of ownership: +77 yrs 3.Year lot was created: 1947 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 project will include the construction of an 19,205 gross square-foot building situated along Aherne Road. The building will be composed of academic program space to serve as a Lecture Hall for College use. Page 1 of 5 120 Main Street North Andover, Massachusetts 01845 Phone: 978.688.9535 Fax: 978.688.9542 We . .In qi.ft.b a III ..v..,,,,,,,;,IrII' ,,,,,,,,,,,,,, 6.Description of Premises: Merrimack College Campus,Facing Aherne Road and ad j acent to Sullivan Hall 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: 2 480 742 N/A Lot Area(Sq.Ft): ' Building Height: 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(Sq.Ft): 2,4801742 Building Height: <35' Street Frontage: >>125' Side Setbacks: >30' Front Setback: >30' 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: Ground Floor(Sq.Ft.): 10,160 #of Floors: 2 Total Sq.Ft. 19,205 Height: <3 5' Use: Educational Facilities 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 Bylaw that Limited Site Plan Review Is Being Requested Section 195-8.17.1 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.... 19,205 gsf/699 seats Academic Space 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 existing 10" sewer line on campus that connects to North Andover's 15"municipal sewer main,generating increase of 1,440 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 1,584 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 N/A PM Peak 18. Estimated traffic flow on streets adjacent to the site: AM Peak N/A PM Peak 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 . . ,,,, ,,,,,,,,,,iris ,,,,,,,,,,,,,,, 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 may be required to submit supporting information. The Planning Board may grant a waiver from these submittal requirements if it finds that such information is not needed for a thorough 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. PetitionersSignature: . ryan IK runs(Sq.):1.1,20241.9:1.3 Print or type name here: Fr.Bryan Kerns,VP&Chief of Staff to the President Owner's Signature: Print or type name here: Page 5 of 5 120 Main Street North Andover, Massachusetts 01845 Phone: 978.688.9535 Fax: 978.688.9542 . .n inl n,,,,,,,,,,,,,,, ,,,,,,,,,,!rir ,,,,,,,,,,. MERRIMACK COLLEGE MAIN VESTIBULE OIL- 931SF LH 101 BREAK-OUT MAIN ENTRY LOBBY LH 103 BREAK-OUT 533 SF 815 SF 748 SF LECTURE 101 2079 SF ELEV STAIR A � � � STAIR B 335 SF ❑ 58 SF 0 335 SF -------- _____ °� LECTURE 103 ------- ===-- �i�' i' MENS STORAGE 22125F --- _ - 91 268SF 115SF --- = i —= 91�J'� EMR --- r -- J� 435E _mow " -----Jm w ua = Al — ua o' III liii lilt litl iiiY WOMENS IL------------ __—-- o 270 SF L Z z STORAGE 335 SF JANITOR 64SF _.. _... _.. _... _.. rr ELECTRIC ROOM IT ROOM WATER 152 SF 80 SF ROOM 100 SF 11\9� E3 ILI P ROCON1JIOVERALL FIRST FLOOR PLAN MERRIMACK COLLEGE LECTURE HALL Date 11 Dwg. 315 TURNPIKE STREET SEPT NORTH ANDOVER,MASSACHUSETTS 2024 1 MERRIMACK COLLEGE LH 201 BREAK-OUT LH 203 BREAK-OUT LH 205 BREAK-OUT 468 SF 1176 SF 573 SF STAIR \ ELEV�" JANITOR STAIR 335 SF ❑ \58 SF 335 SF \/ 53SF -------- '� LECTURE 203 LECTURE 205 --- --- -- -- LECTURE 201 -- -- ---- --- -- 1256 SF 1248 SF ---- ---------- 91� 91� ---------- ---------- 91 lir 91 ------ c„ Z 7 ILI P ROCON1JIOVERALL SECOND FLOOR PLAN MERRIMACK COLLEGE LECTURE HALL Date 11 Dwg. 315 TURNPIKE STREET SEPT NORTH ANDOVER,MASSACHUSETTS 2024 2 wMERRIMACK COLLEGE WOOD-LOOK FIBER CEMENTF METAL PANEL ZE ROOFTOP EQUIPMENT SCREENS —BRICK VENEER ENTRY CANOPY W/POTENTIAL SIGNAGET STOREFRONT WINDOW,TYP \ \ \ \\ \ m 00 omommmEmn CAST STONE VENEER, SCHEMATIC ELEVATION-SOUTH(QUAD SIDE) SCALE:1/8"=1'4' BRICK VENEER MASONRY HEADER STOREFRONT WINDOW,TYPP ROOFTOP EQUIPMENT SCREENS�E ENTRY CANOPY W/POTENTIAL SIGNAGE METAL PANEL - CAST STONE VENEER, STOREFRONT ENTRY DECORATIVE,LIGHTING, SCHEMATIC ELEVATION-NORTH-(RT-1 14) SCALE:1/8"=1'4' ROOFTOP EQUIPMENT SCREENS METAL PANEL F METAL PANEL F ROOFTOP EQUIPMENT SCREENS �V \ ------------ CAST,STONE VENEER BRICK VENEER WOOP-LOOK FIBER CEMENT WOOD-LOOK FIBER CEMENT BRICK VENEER SCHEMATIC ELEVATION-EAST A SCHEMATIC ELEVATION-WEST SCALE:1/8"=V-0" \,� SCALE:1/8"=1'-0" PROCO N 0 4' 8' SHEET NAME MERRIMACK COLLEGE L ECTURETURNPIKE HA LL SEPT Date Dwg 1JI . 16' 315 STREET SCALE:1/4"=V-0" NORTH ANDOVER,MASSACHUSETTS 2024 3 MERRIMACK COLLEGE ' m \\gim.JV \ \ \\ \ AI \\ \ \ \ \ \ \\ \\ \ \ \\ mm \\ \ \ \ \ \ \ \ \ \ \\ \ \ t \ \ \ \\ \v y\y v A\\ v\y A Ay \ \. t v \v v \ A yv A '!so's-i y A A A v v v v\\v y y y A v y ` A\\v A A y _ y\yy A y v y A r _ A Ay yy y yy - _ti - s _ \\\\ a v. - t - a PROCON EXTERIOR PERSPECTIVE - FROM CAMPUS MERRIMACK COLLEGE LECTURE HALL Date Dwg. NORTH ANDOVER,MASSACHUSETTS 2024 4 MERRIMACK COLLEGE W m W, 0`1 mu\XMI, A A, AL 4", !b whol —21 a'A -4, vid 21"MC-11"U'll yv N Nh -In J % �7. ge I I p P J \% yt w f, A�- TV 1AV Ile, g"o"g%\ggmg g SNOW "Am- 40'7 Al —7 41- EXTERIOR PERSPECTIVE FROM ROUTE 114 MERRIMACK COLLEGE LECTURE HALL Date DW9. P ROCON 1 315 TURNPIKE STREET SEPT I NORTH ANDOVER,MASSACHUSETTS 2024 5 s \ \ _ \\ \ _ \, r a 0 _ _ _ N a\ �. ee s _ _ a a MERRIMACK COLLEGE gg Vill am on sm- PROCON LECTURE HALL —AERIAL PERSPECTIVE MERRIMACK COLLEGE LECTURE HALL Date Dwg. NORTH ANDOVER,MASSACHUSETTS 2024 6 EXHIBIT A3 - Community and Fiscal Impact Statement: C omm�����r�i il ty ]��p a c t*. The Lecture Hall 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 for North Andover include: w Improving accessibility of the walkway along Aherne Road bv providing a new curb ramp and additional accessible parking spaces for Sullivan Hall and the proposed project. w Creating inviting spaces for gathering and learning within the bui|ding., at outdoor patio� and in the quad. |n addition, the Project hasnoimpac1orminima| impac1asfoUows: * No impact to North Andover residential neighborhoods * No impact iowetland 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 iotown sewer system Fi�sccaU ]mmpac L' Fiscal benefits resulting from this proposed project inc|udethefoUowing: * Town fees associated with permitting and construction * Construction jobs * Continued enhancement of the [oUege's reputation and properties * No fiscal impact onto any town services or resources Town of North Andover,MA August 27,2024 315 Turnpike Street-300'Abutters _ r . - A1100 - : - s Property Information Ovay £4 - Property ID 025.0-0013-0000.0 r C�jaY _ Location 315 TURNPIKE STREET -W Owner MERRIMACK COLLEGE Haverhill St } a t a e v E� Y 3 3- — We - F JL s 4 Ap �f g f .£, 4j _ e m3 r_ _ u - bw l \ � a _ RA _ \\O QP - - - ` y A\ s - _ MAP FOR REFERENCE ONLY b F z NOT A LEGAL DOCUMENT INNf To Town of North Andover,MA makes no claims and no warranties,expressed or implied,concerning the validity or accuracy of the GIS data presented on this xqWM - map. Geometry updated 09/29/2022 _ = Data dated basis - updated on a daily n :_ v Av Al E 6 t4w ,. .` � . v _ — f zit, Print map scale is approximate Critical .. _ �- ;.., - :1,11 layout or measurement activities should not be done using this resource. - F _'- 3 0-0 z: �� ME I � ` g '7W BE an Ar ._. t OR _ = 900 ft s that this � ��r�an �n Abutter to Abutter{j Building Dept, ( } Conservation{ j ,Zoning { j of the TOWN OF NORTH ANDOVER ABUTTER LIST _.1� 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 abetters 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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ANDOVER MA 01845 PG 3 025.0-7182-0000.A 565 TURNPIKE STREET TURNPIKE HOLDINGS,LLC 565 TURNPIKE STREET,UNIT 80 NORTH ANDOVER MA 01845 025.0-7182-0000.8 565 TURNPIKE STREET PULMONARY AT CHESTNUT GREEN ANDOVER,LLC 565 TURNPIKE STREET#82B 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,DIANNA 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,DEBORAH J 1 BERKELEY ROAD NORTH ANDOVER MA 01845 TOWN OF ANDOVER ANDOVER MA ANDOVER TOWN HALL 36 BARTLET STREET ANDOVER MA 01810 Thlo Gedifies that the nam appsarkV on #10 rewords of the Ass"so of C"fied by: Date 04c. -V 01 BOARD OF ASSESSORS :> 36 TOWN OFFICES BARTLET wig � ANDOVER, 46 978-623-8930 i BOARD,' OVASSESSORS CERTIFICATIONOF ABUTTERS out of . PETITION # .. A-11 I �herIeby ceillify the attiached, fist,, as requested,, ofabutters, asithey currently records. l r4w ��rvWrvrv� , e s 'I S,enio ss'esso "100 175 HAVERHILL ST ANDOVER,MA 01810 1 0 5 23 ROCK RIDGE RD ANDOVER,MA 01810 2054 41 FOX HILL RD ANDOVER,MA 01810 2097 LUC:946 LUC:945 LUC:101 AUGUSTINIAN COLLEGE MERRIMACK COLLEGE THOMSON ALAN W THE MERRIMACK VALLEY 315 TURNPIKE ST THOMSON SUSAN TE 315 TURNPIKE ST NORTH ANDOVER,MA 01845-0000 41 FOX HILL RD NORTH ANDOVER,MA 01845-0000 ANDOVER,MA 01810-0000 100 MURRAY WAY ANDOVER,MA 01810 305 15 ROCK RIDGE RD ANDOVER,MA 01810 2055 37 FOX HILL RD ANDOVER,MA 01810 2098 LUC:942 LUC:101 LUC:945 AUGUSTINIAN COLLEGE JOANNA L RECK REVOC TRUST MERRIMACK COLLEGE THE MERRIMACK VALLEY RECK JOANNA L TR 315 TURNPIKE ST 315 TURNPIKE ST 15 ROCK RIDGE RD NORTH ANDOVER,MA 01845-0000 NORTH ANDOVER,MA 01845-0000 ANDOVER,MA 01810-0000 0 ELM ST ANDOVER,MA 01810 306 61 BROOKFIELD RD ANDOVER,MA 01810 2056 55 TOWNHOUSE LN ANDOVER,MA 01810 3 0 5 A LUC:946 LUC:101 LUC:942 MERRIMACK COLLEGE INC JOHNSON DAVID W AUGUSTINIAN COLLEGE 315 TURNPIKE ST JOHNSON MAYAN TE THE MERRIMACK VALLEY NORTH ANDOVER,MA 01845-0000 61 BROOKFIELD RD 315 TURNPIKE ST ANDOVER,MA 01810-0000 NORTH ANDOVER,MA 01845-0000 1 NAPIER RD ANDOVER,MA 01810 2046 57 BROOKFIELD RD ANDOVER,MA 01810 2057 32 ROCK RIDGE RD ANDOVER,MA 01810 2 0 51 A LUC:101 LUC:101 LUC:934 CARLEO ROBERTAJR BARRYJOHN J AUGUSTINIAN COLLEGE MCCARRON DIANE M TE CALABRIA-BARRY CARYL ATE THE MERRIMACK VALLEY 1 NAPIER RD 57 BROOKFIELD RD 315 TURNPIKE ST ANDOVER,MA 01810-0000 ANDOVER,MA 01810-0000 NORTH ANDOVER,MA 01845-0000 196 ELM ST ANDOVER,MA 01810 2048 8 WOODCLIFF RD ANDOVER,MA 01810 2059 LUC:945 LUC:101 MERRIMACK COLLEGE INC CHEN YING 315 TURNPIKE ST QI DONG TE NORTH ANDOVER,MA 01845-0000 8 WOODCLIFF RD ANDOVER,MA 01810-0000 200 ELM ST ANDOVER,MA 01810 2049 12 WOODCLIFF RD ANDOVER,MA 01810 2060 LUC:101 LUC:945 WILSON MATTHEW R MERRIMACK COLLEGE WILSON MARIATE 315 TURNPIKE ST 200 ELM ST NORTH ANDOVER,MA 01845-0000 ANDOVER,MA 01810-0000 0 ELM ST ANDOVER,MA 01810 2050 15 WOODCLIFF RD ANDOVER,MA 01810 2067 LUC:942 LUC:945 MERRIMACK COLLEGE MERRIMACK COLLEGE 315 TURNPIKE ST 315 TURNPIKE ST NORTH ANDOVER,MA 01845-0000 NORTH ANODVER,MA 01845-0000 20 ROCK RIDGE RD ANDOVER,MA 01810 2051 66 BROOKFIELD RD ANDOVER,MA 01810 2075 LUC:946 LUC:101 AUGUSTINIAN COLLEGE ROSS JENNIFER C THE MERRIMACK VALLEY MCGRATH STEVEN JT 315 TURNPIKE ST 66 BROOOKFIELD RD NORTH ANDOVER,MA 01845-0000 ANDOVER,MA 01810-0000 33 ROCK RIDGE RD ANDOVER,MA 01810 2052 7 ROCK RIDGE RD ANDOVER,MA 01810 2076 LUC:101 LUC:945 SHOCKRO SALLY J MERRIMACK COLLEGE CHICK CYNTHIAJ JT 315 TURNPIKE ST 33 ROCK RIDGE RD NORTH ANDOVER,MA 01845-0000 ANDOVER,MA 01810-0000 27 ROCK RIDGE RD ANDOVER,MA 01810 2053 185 ELM ST ANDOVER,MA 01810 2077 LUC:945 LUC:945 MERRIMACK COLLEGE MERRIMACK COLLEGE 315 TURNPIKE ST 315 TURNPIKE ST NORTH ANDOVER,MA 01845-0000 NORTH ANDOVER,MA 01845-0000 J ezi I I III III III III�e 1 1 62 5 S e III i III "1 2� 202°111111 Memoraridurn IIa g e�l Appendix - Zoning Determination I i own of No iAndover ......... ::..:....... .:.:.....:::... ... North An dover Town Hall k t20 Main Street N �" ,wry:.:::::.;{;. f. 74. _. o fth N it do ve Paul 11LItChIlis Telephoiie (978)688-9545 Building Co.nini ss oner/Zoning f .forceinent Office- Fax 9 8 688- Sep 9, 202 I Mark B. Joluison Johnson & Borenstein LLC 12 Chestnut Street Andover, Ma 0 11 RE. Request of Determination of Dove{Use -- Lecture ll Merrimack College 315 Turnpike Street North Andover ,Ma o 1 Dear Mr Johnson have detern-fined that the project of a New Lecture lull at Meg#rinri ek College does fall under the �� de xz s o the Dover•A d t,�l iel flows t -profit educational uildin to e bu* t on premises. Sincerely, r. J Paul Hutchins , Town OfNorth Andover Building Commissioner \\vhb.com\gb1\proj\Wat-LD\11625.37 Merrimack Lecture Hall\cad\Id\Eng\Average Grade\1162537-Average Grade.dwg i HE p E ROAD D AVERAGE GRADE=236.5' BUILDING HEIGHT FROM PROCON ELEVATION: TOP OF PARAPET=32.5' FINISHED FLOOR ELEVATION=237.0' TOP OF PARAPET ELEVATION=237.0'+32.5'=269.5' Nb'A BUILDING HEIGHT=269.5'-236.5'=33' HYD 236 PT10-237.Q P11=237._ PT8-2 6.3 P12-237.0 - PT14-236.3 °o PT-2 6.3 o 9 3 �o ........ w 0, EN o 0 oar o 0 o 0 ..................... °< o� ..... p 236 PT-23.1 c o oa T7-236.3 e �.. PT15-236.2 =1T16-23 I PROPOSED LECTURE HALL - '  T5-236.3 PT17_236.3 T4-237.0 FFE = 237.0 PT1$-237,0 171 EN EN PT2-237 0 PT20-237.0 PT3-237.0 PT19-237.p -36.3 PT34-236.3 PT2-236.3 EN PT21-237.0 ........... -3 PT25-236 PT1-237.0 � P T2- a a� ....................... ...................... .. ... .................... ,. ................... ' PT24-236.3 PT22-236.3 PT33-236.3 PT3o- PT27- - �.r .. ... PT26 236 3 PT31-236.3 36.3 236.3 ❑ �o N '>, Legend w � Uj" 6' 237.0 N W C wam SIM GRADE TRANSITIONING N w N Notes ` 236 - �'� 1. ELEVATIONS SHOWN ARE BASED ON NAVD OF 1988. Vhb Average Grade Calculation Exhibit B2 Lecture Hall 0 10 20 40 Feet Merrimack College 2024-09-12 315 Turnpike Street,North Andover e a I IIlg ����,e f:� `1��I(`; I.�') .0........... �����p� �III"�I".'�I)�' ���� "1��� °,� ��' ^1. Memoraridurn III I Appendix C: Utilities 0 Exhibit Cl.-Estimated i Estimated Sewer Generation lib Project: Lecture Hall Project at Merrimack College Project# 11625.37 Location: North Andover, MA Sheet Calculated by: AN P/RD Date: 9/12/2024 Checked by: J K Date: 9/12/2024 Title Sewer Generation and Water Demand Calculations USE GENERATION UNIT UNIT FLOW ESTIMATED FLOW Academic Space 19,205 SF 0.075 GPD/SF 1,440 GPD Estimated Sewer Generation: 1,440 GPD 'J Estimated Sewer Generation Increase: 1,440 GPD 'J Estimated Water Demand*: 1,584 GPD 'J Estimated Water Demand Increase*: 1,584 GPD *Assuming 10% increase over wastewater generation for non-consumptive uses Detailed Program SummgW.- Lecture Hall 79,205 GSF, academic space 79,205 GSF, Bldg total \\vhb.com\gbl\prof\Wat-LD\11625.37 Merrimack Lecture Hall\ssheets\Sewer\1162537-Estimated Sewer Generation (Title V Rates) Page 1 of 1 e arI III III III III . .0........... llll�r I w Memorandum III ��w FigureAppendix D: Parking, Access and Circulation 0 Exhibit DI.-Eme�gency Access \\vhb com\9bl\pioJ\Wat-LD\1162537 Merrimack Lecture HaII\cad\Id\En9\Fi,0 kTurns\1162537-Tu,dw9 Aherne Road \\\ NVA C v 5 958 1 19 s 3 Me 21,291 North Andover Tire Rlgld Overa�� Length 3Vdfh 9,93 t t Cvera�� Body Height 10,482Tt Min Body Ground Clearance 0,862f T EN Track Width 8,000Rt Tock-to-lock time 6,00s I Curb To Curb Turning Radius 88,088f T O f PROP ED LECTURE HALL 19,205 GSF d 0 Legend: 2 LEVELS e^° ■ FIRE DEPARTMENT CONNECTION <EN EN • FIRE HYDRANT TIM E ' Fire Code Requirements Conforms a 1&5' NFPA 1 SECTION A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND TO WITHIN 50 FT(15 M)OF AT LEAST 7 1823.2.1 ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES X ACCESS TO THE INTERIOR OF THE BUILDING. \` `' -- WHEN BUILDINGS ARE PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC --•_ Y`- SPRINKLER SYSTEM THAT IS INSTALLED IN ACCORDANCE WITH NFPA 13:STANDARD FOR MAAMENDMENTTO THE INSTALLATION OF SPRINKLER SYSTEM,FIRE DEPARTMENT ACCESS ROADS SHALL BE NFPA 1 SECTION PROVIDED SUCH THAT ANY PORTION OF THE FACILITY OR ANY PORTION OF AN EXTERIOR X 18.2.3.2.2.1 WALL OF THE FIRST STORY OF THE BUILDING IS LOCATED NOT MORE THAN 250 FT FROM ; FIRE DEPARTMENT ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. - `,.t ■ NFPA 1 SECTION DEAD-END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FT(46 M)IN LENGTH _ I 182.3.5.4 SHALL BE PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE APPARATUS TO TURN X AROUND. NFPA 1 SECTION FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS X 18.2.3.5.1.1 THAN 20 FT(6.1 M). NFPA I SECTION FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE X --- -- _ 18.2.3.5.1.2 OF NOT LESS THAN 13 FT 6 IN.(4.1 M). ---- -. ---- --- NFPA 1 SECTION FIRE DEPARTMENT ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED To SUPPORT 18.2.3 5.2 THE IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE PROVIDED WITH AN X ALL-WEATHER DRIVING SURFACE. - -- MAAMENDMENTTO THE MINIMUM INSIDE TURNING RADIUS OF A FIRE DEPARTMENT ACCESS ROAD SHALL BE _ NFPA 1 SECTION 25 FEET.THE AHJ SHALL HAVE THE ABILITY TO INCREASE THE MINIMUM INSIDE TURNING X 18.2.3.4.3.1 RADIUS TO ACCOMMODATE THE AHYS APPARATUS. ---- MAAMENDMENTTO THE GRADIENT FORA FIRE DEPARTMENT ACCESS ROAD SHALL NOT EXCEED 10%,UNLESS = NFPA 1 SECTION APPROVED IN WRITING BY THE AHJ. X -- - --- 18.2.3.4.6.1 FlphelryRoQd Emergency Access Plan-Figure 1 Exhibit D1 Q4 Lecture Hall 0 10 20 40 Feet Merrimack College 2024-09-12 315 Turnpike Street,North Andover \\vhb com\9bIHpioJ\Wat-LD\1162537 Merrimack Lecture HaII\cad\Id\E,9\Fi,0 kTurns\1162537-]R,sd.9 \ TURNPIKE STREET/ROUTE 114 (KE BIJC-SHLO) TURNPIIKEIBLI EE SHLO)ROUTE L4 Lqrmrll.-- r-F 5,958 19 21,291 North t'1 And over lover klre RI8 Id Overall Length CB BCCf t Overall Width 8 500f T OVeraR Body 8 Bel ht 10482ft �. Kn Body Ground Clearance 0,8626t Track Width 8,000f T Cock-To-lock time 6,00s T Cure to Cure Turning Radius 88 088f t l 1 BUILDING 1 Legend: ENEN - FIRE DEPARTMENT CONNECTION "` ,-- N r- FIRE HYDRANT _ � "` o Aherne Road • e EG o aME t ..................... AMENT -- ——— —— Fire Code Requirements Conform, EN \.. SHT UFNAY -.�F,G - .,. �, - -- at.... R7C PROP ED LEC URE HALL A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND TO WITHIN 50 FT(15 M)OF AT LEAST - ' NFPA 1 SECTION 18.2.321 ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES X ,\ EN IN ' N ACCESS TO THE INTERIOR OFTHE BUILDING, J .,� .... WHEN BUILDINGS ARE PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM THAT IS INSTALLED IN ACCORDANCE WITH NFPA 13:STANDARD FOR MAAMENDMENTTO THE INSTALLATION OF SPRINKLER SYSTEM,FIRE DEPARTMENT ACCESS ROADS SHALL BE POSED `"` �; ,... - .. NFPA 1 SECTION PROVIDED SUCH THAT ANY PORTION OF THE FACILITY OR ANY PORTION OF AN EXTERIOR X ' - BUILDING 2 �.. 1823.22.1 WALL OF THE FIRST STORY OF THE BUILDING IS LOCATED NOT MORE THAN 250 FT FROM ' � - — - "- - � - -. ---- FIRE DEPARTMENT ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BU ILDING OR FACILITY. NFPA 1 SECTION DEAD-END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FT(46 M)IN LENGTH 18.2.3.S4 SHALL BE PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE APPARATUS TO TURN X AROUND. NFPA 1 SECTION FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS ` 18.2.3.5.1.1 THAN 20 FT(6.1 M). X I NFPA 1 SECTION FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE 18.2.3.5.12 OF NOT LESS THAN 13 FT 6 IN.(4.1 M). X � _ I FIRE DEPARTMENT ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT NFPA I SECTION `? ' THE IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE PROVIDED WITH AN X ' 18.2.3 52 ALL-WEATHER DRIVING SURFACE. f0 ` '�' MAAMENDMENTTO THE MINIMUM INSIDE TURNING RADIUS OF A FIRE DEPARTMENT ACCESS ROAD SHALL BE ' NFPA 1 SECTION 25 FEET.THE AHJ SHALL HAVE THE ABILITY TO INCREASE THE MINIMUM INSIDE TURNING X N,- 1823.4.3.1 RADIUS TO ACCOMMODATE THE AHJ'S APPARATUS. H 81F, MAAMENDMENT TO h ' THE GRADIENT FOR A FIRE DEPARTMENT ACCESS ROAD SHALL NOT EXCEED 10%,UNLESS NFPA 1 SECT ON X 18.2.3.T6.1 APPROVED IN WRITING BY THE AHJ. q [� LT V _ \ EE V .. AN �R OV R \� • / N .\ r T E m ' N � \` s N \ e \AGE RO PQ Emergency Access Plan-Figure 2 Exhibit D1 Q4 Lecture Hall 0 25 50 10OFeet Merrimack College 2024-09-12 315 Turnpike Street,North Andover