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HomeMy WebLinkAbout1998-07-09 Peer Review & Response Comments SPR kV/02"`90 14„ d eau.U61b UGH! �v w a IS W� Qyb July 2, 1998 ms, Kathleen l ell Planning Director pV1, Ta v4i Hal Amax 30 School "street North Andover, MA 01845 :: Engineoritig,Review 31 Milker Road un;pplwwuraerntal Site Review r ear Ms- colwelL In response: to, your re uosi, Cater & C laurto,uni n, Ina, luaus reviewed the revised sitar plru m for the above refer'erne d,site-The,n,vised suu m,ittal i ncl unded the following iunfornr autiunun, 0 "Site Plan, Brook Meaurlrrw,v Office Park,North 1ndov r, MA"prepared by New, a England Engineering e,rvi s, 1 ,eft d April 29, 1997. 'Received July 1, OW ' 9 Response Low dated June X 199,8 from Ncw England, Engineering Services, In.c. ,ece�ivod July 1, 1998. Information; rgruiretl 1 Section, ll.l hp' STREET PA, - The required number of parking spaces for Office Parkin is l per 30 posed square feet. 'rho: ropos ,, rn ue4� b uildirig, W$0110r With tine OXiStilIg offices, will require ffieonfiro ,5ito to have at least 53 parking attd 3 handioapspaczi. The, site indicates spaces and o 1 o nz handicap accessible spnuee. Parallel parking sv l'l r grub s extra length to maneuver inuro and out of the space,, The'pesos im ivnt >ri on the, Mans are tho minimum l ewn th of I V. The aetul lan th of the paint stripe for a iW d parking spaces longer than that of a perpendicular spa, "llhe le n ;th should reflect the unnuus d portion of the sera 'where the ear does not fit(see enclosed sketch). Tlue requited aisle, width; for the Tovii F of T'goy°th Andaver is 25 fvet anrmtl at various! locations on the site the aisle width provided is 1 a feet Proposed spacer comply w igh the req u'iverne ts, we defer to the Board unit rho r alnrairea"ateniv of"Me exiving spacew,. Section 8.3. .0 vl .l STORM WATER DRAINAGE A -The drairua a calculations indicate a °y Inert a"run runnoff, Which ar to owa�r into tlu ximi% drainage fkititl , lm� o� istGut f iluti s �lm� yr t b 1,- ed, DPW approve�d the adafloon r r rrrqff ewering the isth�u I In 101 Accord A��rI�t1r4�u. ^fit 9 2 5400 ' Y,t Section 8.3.5. e)viii,)BU'r,Di'N a LOCATION ff i8itt iru f6,X �uris, rrctoY•ily ddressed: —Existing lauu�idiuu should iuuuii atc ra a rauli LOCATION OF ROADWAYSIDRIVES—IM51, ncea n r aard 4ys as d/Or O rb outs adjacent t,rr 111c prWeA 11 1,Iid. indicated, Sajj,f"rjer�r addressed e Ictuon 83.5, e)xvii.)LIGHTING FACILITIES—The ro osW i!ll;uYua ina�utior � o � ��la. uuld rauuf uc,ai @a,c directuouu and,the degree o�f i II11,rnoua;ation off`cr d by the fighti0 ��uuro .facility and Ai= s iouid be:����Ic oft r xt tire tsclf, cctiaa,n 8.3.5 -)XXQ UTILITIES—The sewer Env,invert sla;rruauid blc illdwAtod,onthe plains. Salisfetclorily irddr s'sed Drainagt Us ties. Tito prxuptmm inc;r aslo in dr a q c is miuuluraall, We rccrammend,To%vn stoff top�aa�u rut aara stt, reported dii cuuiti!c with dr uiuta c i�ro the ar a, if tlucrc art xlstiau,�,difficuffies wfth rii[e dnhlau c:system, additional ivork rruay'ire required. Nofirrtiucr COMInefir,We . appreointc the Opportunity to,assist the,lmliaduurairag lft ti Oyu this project and bope that this inforuuuation is sufficient for your ru cd& " ���r�uaii�i Ian �ui�ssa� a�ucat w�tlu tia ��srd tar tia� i , � ue corn ,iuuccr to discuss tluig proje. t at,' ouurconvcuaic,uaco, If you have any quac io�u�ploase tu,ot h sitatr to coo,)tut uas. Very ftmly yours, COLOR &COLANTONJ ,IN', t J uu C. Chessi,% P,'E., 'n CC Now En lRnd Engireeritu Services,Inc, Jura Rand, DPW V, utuC ACC krca @,u era' 4V o-!. CL l LANNI Z i�N94Nr=R:"AND SC1ENrnr.TS June 10, 199a Ms. Kat1 l"n Colwell Planning Aireetar Tovm M11 Amex 30 szhGol sueet North Andover, MA 01945 RE Engineering Review 33 Walk"Road Preliminary Site Review Dear Ms. Colwell: In response to your mqueg, Cialey & Colanftwio, Inc, has reviewed the Site plans for the above referenced site. The project has been reviewed for conformance wo the Mquiremenls of the "North Andover Zoning Hyxlaws" and common engines ing practice. The subm twl package irtcluda the fallowing information, Mans Fintitled' * "Building Wavatiom Plan,Brook Meadow Office Patk,North Andover, MA", prepared by New England 1 ngirt"ring Scrviccs. Dated April 28, 1997. Received May 27, 1998, + "1'la„ of Land,North Andover,MA"prepared by Frank C.Gelinas and Associates.Im, Dated iw Kmh S, 1982, Rz eived May 27, 1998. "Lmdsc"arrd Uoting Plan, Brook Meadow Office park,North Andover, MX'prepared by New England Engineering Services. Dated April 2 S, 1997, Received May 27, 1999. + `{Site Plan,Brook Meadow Office dark,North Andovef,MA"prepared by x►tw EiRgland Engineering Services. Dated April 28, 1997 last revised Nfiy 26, 1999. R ceived May 27, 1998, Rapart atid& * "AppZication for Site Plan Review, Special Perrrrit — Brook Meadow Office Park,Wanb Andover, A", prcpamd by Naw pnglami i ngineering Services, Nu, Dated May 20, 1988. Deceived May 27, 199$. In formation Required; 1, Section 8_1 OFF STREET FARXING — 77ie required number of parking spaces far {3ffce Parking is l per 300 square feet_ The proposed office building, together with the existlog offlcea, will rrqWm the entire site to have at least 53 parking and 3 handicap 9pacas_ The sire IQ Arcoru Park Drive 761 98Z.$< Norwell. MA0 1-1685 Fax,781-982-5490 indicates 50 spaces art) only one hattditap accessible sp$cc- Parallal parking usually requites extra kmo tea roaneuver into and out of the space. The spaces indicated on the plans are,the millitnntu length of IS'. The sctuai lenO of tho paint stripe for angled palking spaces is loa)ges than that of a perpendicular space. Tht length should milm the unused panion of the space whero the car does not fit(see enclosed sketch. . The regstimd aisle width for the Town of North Andover is 25 f"I and at various locations on the site the aisle Vwidth provided is 10 feet. 2. 8,J.5- o.)v U.)ST ORMWATER DRAINAGE—The drainage calculations indieste an itrcxra.se ins run0k which are to flow into the existing drain age facilities. The existing feci cities have not been anMyzed. 3. Section 8-3-5,e.)viii)BULDING LOCADON—Existing buildings sh"Id indicate overall height in feet. 4. Sectim, 8.3.5.0 XhO LOCA DON OF P-OADWA SIDRIVJ; --Distances to nearest roadways and/or curb cuts adjacent to thg PrvertY should be indicaw. 5. Scotian 8.3.5.a.)xvii-)LIGHTING FACILITIES—The proposed illurnirfatiou should indicate the dirction and the degme of i =ination o#fetod ksy tht /l ong facility and there should be M example of the fs wm itseif , Section.83-5 e.)xxi. I'II:ME5--no sewer late imorls rihould be indiWed ors t plans. Dmivage hams 7. The proposed increase in drainage is minimal- We recommend Town staff cosnstmew ort say reported difficulties with drainage in the area. if there are ex.isdag difficulties with the drainage iygem,additional wnrk may be mqWmd. Wt SM661te the opParhini#y to assist the Planning Board on this project and[tope that this information is sufficient for your needs- We would be pleased to med with the Board or the design engineer ro discuss this project Rot your convenience. If oi�have any gaestious please do not hesitate to eosrwt us. Very truly poxsra, COLER&COLANTON10.€KC )/41L%, ra�� n C. Chess ia,F.E. CC" New England Engineering Services,Inc. 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GB`-a' WA i" d4'.1b" 1BA'AY" WWI a 4g'S" 50'•5" 53' 57' F;9'SO" 62 Z' 84'1- BB'Q 10'•Fr'— 1 37'' " moo. 33'-10- 34'-t1" 37%2- 3FAY' 47'•6-, 45',D" -'- 49'.T# ^34'li" 52' 54''0" 56'-B" F;e3'-3" 61--6" 48'A" WI-1.1 , 1 S"" sz-Hyl 15414r, 06'•0 4 46. ,. �46 , 41F, ,. 60 .5.. 67 dr 5$'-1c 6#'7 44'1., '0 Tk�4 al3pie4 QfetrFAF[hp Yo°hWa RW*LWK1thl W 4a*5ovsh fW 1wo wa'IF tFVM'L -r-86YlW4-AM it0C40VVCrd2t0&Vh5rd&Adb[ ana-PasAdsmL CW Whl& ....._._..,„,. ....,......,.,... mmmm.. �r .m......,,�...ENGINEERING_____�_______ __._.... _..._ .... .._.._ ...._, NEW ENGL AND Julie 30, T e ll Richard ltomenn,Chainnaaan Not1h Andover Planning Board Town frail Annex N ar-th Andover, MA 019,15 Dear Mr, Chaairruaaarn„ This office is in receipt of ar.letter date+al June l(1. 1998 thraal was sent to the Planning Board by mr.Jerfnnn C'hessirn aafC"rnl,en°and C-cralarnrtanrnien ne,p9ann°rJinn,g the Brook Meadow 0111ee Park she plan that was surinn:n:itteni by this rattuee for site Plan review. 'I"his letter is'being w r-itten 1r:n you to respond to the issues,that were raised in that le"tte'n Tile numbers below eurnespnrnnrl to thae nnumb r,in his left wr, p. OFF STRFFT PARK IN,G; When exarnnn innirng this sitar plaarn it must be mated that the existing buildings, I and 2 have parking g spaces,that cxi.t as dranwva-Knn the plan., Tile exisli:nag seances are nnua:rnnlaer•ed 1 to all with eircics a,arurrunnd the nnunnuber.s. inee lh slu sp7a u w s Q iis't, it is the crpiniunia)rn of this office that they do runt ner;cl to be redesigned to comply wwrilh the exislirn,p; 9a rding the size and layout of the parking spaces refer to the existing spaces. ill of the new spaces as shown on the r-evised site plan enclowd urnn d the refluireranennts of the zonriun regulations. The isle widths on the site vary. All of the isle,ww"iddis adjacent to tf c nneww parking spaces meet the zoning byltam requirements. The aisles that exist on the site nine narrower than the nm r-w:quuirennnenrts„ however than: one way flow of traffic around the buuiIdings as:ilows the layout to work well-This aaur=rs wwruuY flow will.renrnapnn after the new building its constructed. hlu7 new slums waatQr d auiinaapte fireilities acre proposed osed on this plan. I lie paanrlainn,g means and alirarinagc 11wilities wwrei-e installed for this building about 15 years,ago. The inncma:se in run off from the pnnnap�rr�aMad rJu;welcrlwnauernt has been shown to be minimal (calculations were supplied with Elie,original stnbm tial), Fspaer-iena;ce indicates that the existing drainage fiaeillides are sued pnraapnu:rlyr arid there are ancn drainage problernns in the inn.nnediaute area. 1"h.e public works depaartnnent:has,issued as nnennaw tnr,"your board eanc�urrin,g with dais uassev ions. 3. BUILDING L C TlO il. Tlnn haaiig is cnf roxN inng arid p^srop rised buildings»aro dnnmwn in the fable of zm niin inhirm-malion on the,site Plan- S., LOCATION OF ROADWAYS AY ANT)DRIVES. The ulistamc e ko two curb r:rrEq hUS ha;u;u°a Sl'aaaW n 0911 dle Plan. 33WALKER ROAD..Sl.Y!ErE n,.,NC' RI H ANIDOVEIR, M 0'l84 mm rM-154 68-(85G) 35,b 7645-FAX( 78)685-1099 PAGF 2 5, UGTH'I ING FACILITIES: No new 1igh1ing €Facilities are proposed. The cxisling Iighting w!11 provide enough ilhttnination on the site, Sma11 wall r ountcd lights will be supplied at each tin truncc to the new builditig. These lights will be of a colonial design closely matching the wall tnotinted lights tart the existing buildings. 6, JIT€LITIE S: Sewer Iim: inverts have been sho%%q) on the plans_ I u711 be at your Juiy 1, 1998 Plarming Board mccting to discuss this matter.If you have any questions prior to that lintc, please do not liesi#ate to contact fl)is tiff ice, Sincerely, R c nj n C' 0 aad'3r Pre.sidCni .. ..mm ... . ..� �. mm mm _:_................................... NEV�' r..'r4GLAND ENGINEERING INC Nertln.A-ndover, Plaming Board May 20, 1998 Attra:. Richard Roam, Choi 'F own, 11all Annex 0 School Street Nort[i Andover, MA 01845, Rai: 33 Walk r Rd. Site Plan Dear® Mr. 0,',,nairmarn: Enclosed with thk letter is an application and plans for a proposed 6784 srpraarc fr of office building being pnropnrnsed her Security Realty Ti:° st for the pnr<np rp:y located at 33 °'apkQr RoadAlic site ofthe proposed d building is considered as pnlnrrs 3 of an existing d; -Bice building,complex known as rooknita a.do,ry Office Dark.. Since t rig site has been partially developed and was previously pnernlitt d„ rnnurelu offlne work associated with the construction of the building has, been eo nnpnl tcd. At the present tirnne the utility services, parking areas,, drtaii,,i age, and building pearl leave all been. prepared ed for the new burilding. Construction of the proposed building will only irnelrude the actual bui Wing iLself along with sronle Parking and landscaping n rnnud.ifucatio ns, The acc orn-rpanyirnp_ plans and sutbinittal package describe the per jeet in detail. Benjamin C. Os o ocl °�, Rl President 3 WALKER ROAD ,""UIIU 2:3.,r4ORTH AN9)O'4 E , MA 01845-(9 8) P 1 6 - (LIM) 3' 9..rU,4 -FAX(978 �35-1�1