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Home My WebLink About2021-03-16 Response to Department Review 45 Franklin Street, 5th Floor BOHLER // Boston, MA 02110 617.849.8040 November 19, 2020 North Andover Planning Department 120 Main Street North Andover, MA 01845 Attn: Jean Enright, Planning Director Cenright@northandoverma.gov) Re: Response to Comments for Site Plan & Special Permit Review Application 419&435 Andover Street North Andover, MA Dear Ms. Enright, On behalf of the applicant, Crosspoint Associates, Inc., below please find our responses to comments from the Department of Public Works (DPW) in an email dated 10/27/20, and from the North Andover Fire Department(NAFD) in an email dated 10/26/20. The required revisions will be incorporated into the revised plan set to be provided in advance of approval. For clarity, the comments are in a bold font type, while our responses are directly below in an italicized font type. i Department of Public Works Comment: Sewer lines shall be PVC and not HDPE, as shown on the plan, and shall be installed per DPW Specifications. The plans will be revised to show the correct sewer pipe type of PVC, per DPW specifications. Comment: Old water and sewer lines are to be abandoned at the Town's main lines. This will require a MassDOT Street Opening Permit and Town Street Opening Permit. The plans will be revised to note that water and sewer pipes are to be abandoned at the Town's main lines where they will not be reused by this project. The proper permits will be obtained prior to construction. Comment: New water line connections shall be live taps, not cut-in connections. The plans will be revised to note the proper live tap connection type. Comment: A sewer mitigation fee will apply based on the design flow for each new building. A draft sewer mitigation fee calculation has been provided for review. North Andover Fire De artment Comment: Applicant needs to perform a swept path analysis wl NAFD L1 template. I provided the template to.fared Walsh by email on 9121/20. Have yet to receive SPA. Please find two(2) truck turning exhibits attached for review and comment. We have performed the swept path analysis using the aforementioned NAFD L.1 template provided on 9121120. www,BohlorEngineering.com BOHLERI Comment: Utility Plan [C601] shows fire service connections to both proposed buildings to be on sides opposite where existing hydrants are located.Will additional hydrants be installed In locations nearer to proposed fire service connections? If not, FD requests fire service connections be moved to locations that provide FD with access to supplement sprinkler systems wt greater ease and efficiency. The project team will review fire service connection locations as the design progresses and follow up to confirm final locations relative to existing hydrants or proposed hydrants, if required. We trust the above is sufficient for your needs at this time. Should you have any questions or require additional information, please do not hesitate to contact us at(617) 849-8040. Sincerely, BOHLER ENGINEERING Y-04-IW Zachary L. Richards, PE CC: Mike Beirne (mbeirne@northandoverma.gov) William McCarthy(wmccarthy@northandoverma.gov) Tim Willett(twillett@northandoverma.gov) Enclosed contents: • Two (2) NAFD L1 Fire Truck Turn Exhibits, prepared by Bohler, dated October 22, 2020; • One (1) Sewer Mitigation Fee Calculation document, prepared by Bohler, dated November 9, 2020. www.BohlerEngincering.com 1 E i I E I E I +i_'"_ _-___-__-__ --- _ _ n J a!eeIL v�a —19 •4 >� � Y �f +� y''� PENAR SET e ��ry'1 a // �, / , "'�/~\ ! •PROPOSED EITE .L] •. ✓ /" I ',/ ' PLFH➢OOG➢NENT6 ca$"'fr AssWA1E5 HLER BO // NO,AHDOVER IDD•LADDFfl PROFILE � I / j V- am �� ♦'I / / / /' ERHI➢IT"YODT PLANNOTE9 n 'CIACl/1A7fOH PLAN CA-02 i --_ _-_ 74 -___ -- .10� TJ-__----------- ---u-------- «.. __-..0.00 1 11.,. gg O 1 mI 94 �M eJ RJRcaa.a / I iI'I f,� PEmNr SET - - / FA o yE PI.iN nDcU"..lrExrS GROSSPODR ASSMATES BOHLERff NO.AN➢OVER TDPLA➢DER PROFILE E%Nr➢frLAYOUrP"MNOMs „... CIRCULATION PI-AN CA-02 I I I 419 and 435 Andover Street Prepared by:8ohler North Andover,MA Date:1119120 i Full Build Sewer Generation Medical Office 50 GPD11,000 SF 5,148 SF 257 Bank with Drive-thru 50 GPD11,000 SF 3,352 SF 168 Coffee Shop Drive-thru 20 GPD1Seat 60 Seats 1,200 Total Proposed Flow 1,626 III & Connection Fee Calculations 1,625 $3.20 $5,20 III Fee Total $5,2 0