Loading...
HomeMy WebLinkAboutReview - 601 MAIN STREET 10/01/2013 i Enright, Jean From: Tymon,Judy Sent: Wednesday, September 25, 2013 8:55 AM To: Enright,Jean Subject: FW: Kittredge School Gym Attachments: memo to Mealey - review of bid set plans 08_27_13.pdf Jean, For the file, here is Gene's review of the Kittredge Gymnasium. From: Willis, Gene Sent: Tuesday, September 10, 2013 12:55 PM To: Tymon, Judy Subject: RE: Kittredge School Gym Judy I have already reviewed this project for the school dept. In my opinion,the drainage should be redesigned. See my attached memo to School dept. From: Tymon, Judy Sent: Monday, September 09, 2013 1:35 PM To: Willis, Gene; McCarthy, Fred Cc: Melnikas, Andrew Subject: Kittredge School Gym Gene, Fred, The Planning Board will review the School Department's request for Site Plan Approval on October 1. If you have already seen the plans (see attached)and have no issues,could you send me an email to let me know? Of course, if you do have issues, let me know as well. Thanks Judy Judith M. Tymon Town Planner Town of North Andover 120 Main Street North Andover,MA 01845 Phone 978.688.9535 Fax 978.688.9542 Email �tmYt7cprtrafr�ortllnd�svmu crr;rr Web www.1-owr)ofNorr&)Ar dover.corn 1 s M INTEROFFICE MEMORANDUM DATE: August 27, 2013 TO: James Mealey FROM: Gene Willis CC: Steve Foster RE: Kittredge School Gym Project review Per your email dated August 27, 2013, 1 have downloaded plans labeled "bid set" from the link to petermanarchitects.com. I have reviewed the Grading, Drainage, and Utilities Plan - sheet C-300 Bid Set. I offer the following comments: The drainage as designed should be revised; existing and proposed contours will allow for this revision. 1. The proposed drain from the existing catch basin on the southern side of the building to the proposed catch basin #2 flows under the floor slab. It should be re-routed to the west and around the building. This should be fairly easy to accomplish without change in price. I suggest relocating proposed G.B. #1 and #2 off the southwestern and northwestern corners of the building. The 150 L.F. of specified service weight iron pipe proposed for under the slab can be changed to the equivalent length of HDPE pipe that needs to be added. 2. A clean out should be added at the intersection of the existing 12"HDPE pipe on the north side of the existing building and the new PD on the east side of the proposed building that flows to DMH #1. Making this change does three things: 1. It stops the introduction of storm water runoff to a drain pipe running under the floor slab. Possible future complications with this line cannot be repaired and might cause moisture problems with the gym floor. 2. The relocation of the catch basins allows for surface water runoff to be more effectively collected from the swale on the western side of the proposed building. 3. Relocation allows for connection of the western gutter downspouts to the drain rather than surface runoff from a splash plate. ' Enright, Jean From: Judy Sent Wednesday, September 2Ei20l38:55AK4 To: Enright, Jean Subject: FW: Kittredge School And here is Lioa's Reviem/, From: Lisa Eggleston Sent: Tuesday, Sephember17, 2013 5:53 PM To: Tvmon, Judy Subject: Kittredge School Judy, Per your request, I have conducted a brief review of the 7/3/13 plans for the new gymnasium at Kittredge School with respect to stormwater management. I also had a phone conversation to discuss the drainage design yesterday with Paul Avery and Sean Malone of Oak Consulting Group. My comments are asfollows: 1. If possible, connection from proposed catchbasin#1 should be to a new manhole structure, and the existing cmtchbosinat the edge of pavement moved off|ine. 2. Proposed catchbasin#2 should also be installed as an off line structure and the extension of the existing 12-inch drain Linder the building tied inotoduwnOradientmanhole. 3. Outlet hoods should be specified un the two new cu1chhas|ns. 4. | recommend domed landscape grates on the oatohbmuinstoprevent blockage. 5. 1 recommend straw wattles in lieu of or in addition to the silt fence sedimentation barrier. G. The stabilized construction entrance should have a minimum 2"stone to prevent tracking. Let me know if you have any questions. Lisa D. Eggleston, P.E. Eggleston Environmental 32 ON Framingham Rd, Unit#29 Sudbury, K4A01776 Te|5O8.259.1137 Fax 886.820.7840 Please note the MaoxnoxuveuSSv;remryof State's office has determined that most emails to and f(0111 111LINCipal Offices and Officials are pUblic records. For more information please refer to: Please consider tire environment before pnnnng this pmxi|. | � Enduht, Jean � From: Tymon,Judy Sent: Wednesday, August 2O, 2013 %i)8PK4 To: k4aa|ey,)ameo Cc: Enright,Jean Subject: Site Plan Review Jim, The contractor for the Kittredge School gymnasium was just here looking for a Building Permit and they have not applied for Site Plan Review, which is required for structures over SDOOsq. ft. There will also be a requirement for review of stormwater,which will require an escrow of$2000 and a submission of a stormwater report. The earliest vve can get you on an agenda is possibly October 1, if you get the stormwater calculations and abutters list to us by early next week. The legal notice would have to he in the paper on Sept 17 and Sept 24. Give me a call when you get back to the office. Judy Judith &4. Tynmsm Town Planner Town of North Andover 120 Main Street North Andover,K44V1845 � Phone 978.68&9535 Fax 978.688.9542 Email � Web Please note the Massactiusetts Secretary of State's office has determined that most emails to and from mUniCiPal offices and officials are Public records.For more mfonn*mnp|ease refer us/ re/preift,htni. Please consider the environment before printing this eman. 1 LEGEND ff mnowc I I r wnwn ' 1 r r rr i r r r r I i r 1 rr rJ� /o •� � r � + i 1 % r r r I r r / r r awc r�Gnc rr r7 o c ! j 1 + r rr 1 r r r r' ' r' l P E T E R M A N r _ r cay.-mucp'canwtrt ,f J rr i i , ,S' ARCHITECTS, INC. ra❑ uatx+r r+rex,,,,, f r r r r FoonolxAiE y�H ra "w� m �° �. Flood Consulting,InC, rr r r ,r.ncrlxc�uR unr..Hcsr r .a 1, Oruro utleon,� H Et/.Ot�gO Building Engineers Resources,Inc. Ilr i r N.1he .x,x A=0 ortA.Hcs7rnvsmucrl/ 1 f r r r r 1 ' I / / -vneresm�srNa Oak Consulting Group I' r m+ "+1Cy 1r / aY PR9n v ft'vW c I rr i rr i i r rr Ir C man I r i��/ i r r o�ru,H�es�j�cmau r�� r� Hr..e�.n6oarc;11 aeeso I 1 r r 1 it rr I I CCIIYfRtILT NEW / r 7 / .. •..... , , l®®D / 1 ! I 1/, I i i I oalxnrFr a PLAY I I II i II II I .. Y'r ' !r 1 rr r Ir I I r i i i i �i .R -r7, 7 hod I I' Y : C ouwereirdr wu r f 5'OITtJYWOU:WUN, i i i push ' r 1 STD.� oINnO NN r r r .... ....... . ...... .... Ir I u+aesceual,I.on�vnHcs J �e0a J i � TOWrI Of / � �I i ` 1 ! (✓' eamro. x PammmMrt�w r NOrth Andover �, __ ;' .... ... .............. 1 School Department Ixoth Anaowr.MA n KITTeE©GE .... n SCHOPL j MJ. _ r , s� -roc- r i , / P , r Kittredge Elementary ---µ --� School Gymnasium {` Addition ]A/ ! Site Layout Plan ,r SITE NOTES' ---- __ .�`-- _ _ -"�-•"�-__-_ --_" _-� �'� C-200 MAIN STREET 26' Bld.^.M LEGEND manor um wore !!7 r I r r rnw Axn mxe I ! r 1 'A y r 2 r \\ r f /TOP"AIL LOG30WArt laIX / r I r/ ! � � f FN f � ! iv Pomnxoxo tPzwrA.v i r o r r f ' �rp,55ed/Area i i rr / r S• PETERMAN / ,' ,o,i ri c�rF ARCHITECTS, INC. e✓ �uu xx.� I + " r / •Q0, urArrr we t I! +I rr r pRpltcr nA�Kr to i I' f I f` 1 // / % / l �9 / rr cwau+ r I 1 IkBTALL MLET l 1 a >✓� pm® ' r / f / w CJ r..,c..ASA r I r+ i Ir 1r IPRUSEnw11 r/ ! F€ood gamin Su�li eG,Inc. r I ® r P L d / ' r ) � Nuewn MA prep t>�w cw,rn wAPu r ' , , 1 1 � � /� / I r r fpra156:zape r ' BuildingEngineers if Resouroes,Inc, ,. - .-'- _ ,,ra—d Arco f ! r ' r ,�,� , �" r - J m / MIrOKr r r f! RENalE2W / i r Ncph EPxlort M V'frCSpBI-^:1p-0-00 t,' ! 1 I f r ' t /!/// r,r��f " r Pr IM QD L��K°i k41M+iuC-K ` r/ / r 1 + r + i 1 r ! f >,T rr xa,e 4 rc«N1pPL eawxcno>Y f / /' Oak Consulting Group >rcrvBvc r E I' r I f 1 l r P.o.aP.rl+s Newn—N MA OtWO Rom 1 +1 r r i rr rapes})ca i Naar aa�aaw Pf I+ PLAY r � 1 I rAv��nrr�ooe Sh he 1 r hhccli awn�l AREA r r / 1 I 1 � r r � —�_• � ,�I 1 r k r r d i {�r i r r 1r 1pit. q6Pc. $urfoct ��PA Etl3 c PAH W AT r J Town O f PRpiCQ North r r / / Ix�TML I DPllortls r �b PqA 11 r I A r �uwd Andover "Walkrr,7y �l wPlk.cv J School i FFE-02,55'} I �r i I! Deportment Narth Md—.AU c°-I''�-•'"__ __' _ iCITiR EI]Ci SCHOOLE S� ��L FFE-95-97' "- ,' I f r. �. .....� FFE-A7.88'_-' --_ __" FFEm7CQ.17' r 1 `+oa- FFE-91.72'.1 PPA NnCo w� r i, r rrF�r 9Y "- u•A"° �------' I !r > > I, I, OA + 1 L sl "" . /' _d Z, r , I I Bi coac Surf;;'re r � r t dr ` , E 9 Kittred e ,� lementary /DEMOLITION NOTES: School Gymnasium ---_-' Addtion -d Area i �� �w�A�voe��ers xor uawpr wu�n+ns was urP __-� � "_"�-� _� _ �'' � _�' ��'�/J��' J��• '�,(�yi• a xe a wo m.a Pms rw wear uienxim�mNrierPn'wu uunux "---- - -_ - - " ��'� ..qua swam Pkox m Ax mvAmo. `'- ' .. I� mx .Px,�w.na�,x,pPaAa.. - � --- ExlsGngCon lh n_ ''��` d o s and Site Preparation Plan i .tx.amuu .1.—111 mrA,n=ecce 1 rxr wuun I, - ena�`"cwie°`x.erw-t',xp mry oraO`Ow ew:'cc°AN w uc w'iuwn wr.n - RVa�4 6,.a..0 tOwt wW,IPR ew.nsG oa ceP[s w6+[,.¢a.w e�rvr.�a.[amm rw caxvtzra'a gym.Pm4Ac,on [a r0 ]P W STREET WALL aw ANP IIpVr[ w c a .0 8,wa:<Lry tuEn� eve µp xrivveC v arvrE w Aaaxp.xR nor eFMxu x,Aa•M.. C—1 00 1, .+rt C.rsiw�w[�e m imm�owaxA�i ai�1e[danae Pry M drwA�iM.r x]Mgnwu Y pid.^,et LEGEND f r + ! 1 r I 1 1 1 + 1 �Fqr a AarenA>Wc,sy 1 roUY�s eeHlNocm Iex/.�ym-n�ae.Yat. ,,� r��l � - � \ PETERMAN mL4c AT ARCH INC. p(cex swru,urn rtx¢ �Q) umm xPls r I ! ! I ,I ' ! INKa ti TS o I 1 j l NCM PIPC'IlAPS /r r Flood L.� /r wIMW.Ad1S' l /r � toner• / r •[li,P+PWJ, r f / . —°)— x•wwca co-nw.rr<„[n. I i 1 1 ! rr tea•s-ami I r ' �A0° i�o i r r ; ' Con wnUonE o9,Inc, 1 r I 1 r wnacs. saga. anaraxP ro°r n.e[ I I / r ! )f NuDm)MAa,b{sral sexaaas m ! 1 ! r r DO DCVNC C9 ml [�rncrr Ix•r,oPc ! ''WW�j33�LL wrosn 'ti°'-" l I rP Building Engineers Resources,Inc, u,[m -4 ccl 6 Eastt 4ee1 No>ih on.MA Ox]i° r I r I ! 1 1! 1 IiPnR°IaNATE rr rr r+ II! Ir r, r/' r ri rI f r/r//1 Ir'r'',/,i/: o �• a°rl t ° )I I! I %r 05o7xz_ i Oak Consulting Group r.o.ess nxx rr I I r i I + r+ r i�/!r I � J I / r , r , ccneTsucT aN � � wevePrvoP2 fnA mssh II �I !r it I T.aIW*'lC��i/r, • a'!.a 1 P r / rrvt Il"GE.o fi rr M r ' I r r r 1 ! (x°°ImIUA s0 Po ��:' Ir�ar.(HpnA r 1 j r r r ISNAx, y 4y I W I f i i r'CAY cnc' AREA _ $�] r I ! I I I I I t a E aanB:Cr m Im I— Ir r i i i onsn c war° I 1! 1 "kfto q Ir9�P tma l` c I / I97" ' J. NND I rl r i I i r ' t 1 r r I cTONacs1A°crna mlaY AI>_ f r W.D1 ArFwN �rx I - r Raar p°uN EFS IY NDK I ' r ��. Town of ro North Pu mM Andover aic,c o�da°rANr) r r I pxo,m�nrw T School �• _ ; ��1 Aer° )( ,' Department /fT rI� , 1 N-th M4owr.NA f�llr GDGE y3CHC L El J` '� /,� '��m �..1 / �! qr + ! Y� j t° � •I 1 i I� � "' r `,/// /j/ i' _Q IV Kittredge Elementary School Gymnasium Addlion GRADING NOTES: aP,P,aa.:,xra,m P[�Lxar,.,: +m m•+•>,xnxPo® COMPACTION REQUIREMENTS EROSION CONTROL NOTES: ter' Grading.Drainage ImO.x AtL rroa,ea v nrr nxr�x xiw minor.P�,rmmas ua�Ptxaxc[xotm aasuc,r n a nnaPrz.aw ma res s¢vx,rn�x°wu s xnaa ra•mmw.[aa[iw mxrxa axPPmuxu.,+P —a and Utilities A€an rxwew w..oa r,-,r,u ay.xam raw> rya®Pxn ruronu uw e<•xear Paaeut x.aa�Nx.ctY xeoxc�m a. .mrP ni.me am�x wuxux ixu:n.,+xix xav w •x a• ccxmma.n,•v.u[mm m..xP mt[sacs xm+twu.+n xm ua.s�0 aas ayco-.ra�Pa.a..Pm++v ne.o-�.uwm..v w a•m.x Px M. x.maw r[x ,wc P.Par wm•awx.r».s n[n ars.um PxP sas,as.x xaue x•� s au trn.0 P caP,xurnw �u ar.nwna .•Pamr+tL x•,P,gI.S.µ,pa•pay,[ax 9a[4[,C m,xm NPr°a IrPxX 10 Ixl]x ••LL rpitv.',.�auu.e<w m wmuuu vest noart•r M anew urmruxr ..... mrnh,r�eppuoga vn aa.mgtitp d.CCUN�Pn rnM.wnP nax[nxv reQ 1[on[um,xLL n[nsyainm,;ra[,x'•m'.wev,orv4(wP ut'IvfwM fa :.._..:... )auypr marKi rrzp,d[o�sem W[rwPw uaP[Ix MnnxawR'[�?x•warm nruo•m wml a ui wnaw[nanno�uuag6 mn,xanW 9naY Paun•xP/a xVl,¢ �oarT.4�wapf�p[y�yera p`Mw�(µp[qY PWVS ub[womn uvo r-tn r-N�G t-ry exo r-vu �a'w comma[vuwxm w,�m. �y—v•�^ ffitw[wu[,r auxin a•u uoWort..m ..cL maoP.a+ww sra,:raa nxuL arose marraar ussw mx,an rwswa E OO � its VV Puma.s,u me ws„u•.ac.a[,.m, >•we,A.c*[r•au¢P nwslwc�wrr wnxxcm a,r„_[naps m nwx.aw ,•-xs' o�°eel PRCLIFET NAME ANO IOCATION C MOLCNIxC hi1DIlTpNAI NpT1'5 FpR NYNiFR P()NGTRE1f.TCNN C SDI n9T6 t. SDIINC xCRM AxDOMx,uASGCN C 1N NTS. PER C ARE TC BE CPfLCiIVO IF ANDA BE IN OT S PPAaT l0 ED M SSW A ALL PACFPgD PPSi-9 'EN' —IT a _I:CTamC ENpiS TPWE aPf Pu]!C7 TWC W 31ANOAPOG NHICN SNALL BC U5C➢10 AS C NG SLEWTH P�NOKHDCI ISTI.TO YCON ME E NINE m AFTER C IICN 15M,SHALL.STA�IIZm BT SLED NOWE AFC,XCS CON' OF CCNSRUCPNC A C1L-1.MM A-A=SITE wPNP59LwR A. AYPLT I.PRIw ro ANY OTOM[NDNT. E TO 4 TM Of N X VGCk ABeL�liRnaPp°�vANSXEAxwOPma N°CSCT➢GNS�Pe M2RAN L 11MC�P[A�ENT OI PCPttpOx ..,..N OC RM.NOWC FOR ALL EROA CONTACT.ANO wSFELPBIG_WC aFP1JL+DLC YALLTA WWNNIC MTAPN 1.=Of NC S. IY MLL DC _CI PLANREI4 OR NULW AND NCTTNL ONA11 NET E000R-ACYanAL %1:NOW CR FA01 ERwMO. [WBTNNCTIpx. NCCCSAMF!TO 1090.1 NON10R NSATNCP FOC-I USUALLY 6Y C-OTINO THE NATOM L WEF.YNES CERVRC N CO ADDOD,ro XAK APLOUAIC WAxNINC OF AIL,DI COT OR SWH,ir WON Da NOT paIDIT A MIANUM W BOOS NCDCTATVC LRCw BY No—-I5YN OR SAIL CMARACTFRIGSCS ONIOFlGUT 5'NRIG A1R A 1IA SNALL I RTAPNJOTo YRT1T STWC OR p WNT IANNCF. ACOUIRm NUtWtxG x1TxNu+BPLENKD TIME PPRAY). O APPRD°RIAT:f0A MC OCO[NNfLOx CMDI (� ro O pR ST CNNIN0.Y aCACT.03T1 MiN TS LCND]L WILOINC AND ASDCCIAIm PICmD C rSCN NORpmLN,Sn1,ALL 11tAYW SURYACS OIAW OC PIroSECICT NTM A W.U.OF-AMOO PF ERUI �ET E R M A N TNC IXofArwG Squ^IWOST DF NINE SABOT LOAPL n [Pit W GN RANCc I11Cu to 1p OT aaYH OI paCTxJGH1p.LOCuu 6�LpmNX CnOk 15 ro CONYlIUC MROUON 1NC wnITR SW^Ox DE CL CS OF ANT A=AuuTm iN[TEN DF roLE vARrnc ABw;IT[cPImI1mN3 ENT A sTaRN swNT 0151uRRED AREA TDINDCSHALL W UCm To CYAWASE MC NxSCRAC11ON Of CIR Mx0[tWx1(SOR ME Toni.ANSI M PC DIMRPm IS ro FNC Iu+TELY ORS+ERR -CCIUACE.&M)-N SEASON ofME PD-fL IM AA T CA CRC 'gIwIA6TM1ATCOdt9CMus TE ARCHITECTS, INC. SEIIUENCE OF„MAJOR ACTPR11E5 aoo5c AN APPxoPRIATL TUT.RCPTRILTmu_ DUST EDMROL 2 WNDCLINCS M AINTISI MULEN APPIACp.TON _ _ t, SAW�Daw WxtRD.S [LL9A�AJ✓�CRJO•SSE R CONf.BE 0(SNPpMAITyE TD WNTAPL DUST r�-CUT rR oC CMCTRIICTON-1. DUST cswd�d ]•TRv9 ul0:lGCMPILC SVY.GLS 'A14)1 xuUUM IS A D ro I-DC PR6I 0-6.SR 1XNTCR(PAST W1 GROMNC A CCaITPP.uCeflW^.:xN1 INCWCC,our NDi uu n0 SO CPR pYOSED+AG3,WTWINC a CO WI M IC.CONSOUCT UUM Nc PAD AND NED DRAINA(R;�ITUTES TA�IXa EAIINHYAiDCC worn SO WE HULcn°.CO PCww3 OF NAY OR s1AAW PEA ACRE A U�PCI°zN ml':srRroVpfPSRCv NT WE TOO QNOV BNOOT ICAPIDAMON W AACTIVCO.�e TO DUnNa ixwx"Au.0c Flood C6n5ulting,Inc. 5c LBNmI pNwR I C.U.Aa`N FAAOPwi AxD FMAL SrAWUCAPw CP SITE n HAN[Pn.APADiPMB R__SFVE"I.A.-N. ], MANTC ANCC lOT51 SG:-04DD E= ALL NUULHCS NWT BC INBP-PEMODEALLY.W PARRCULAR ARE9 RANSYGRUC,YO O NCOCfaTI PRACTICE DTAHW2ATOA^.AN AAG 91+LL DE CONrN[CRm g1APNCm ONCE wC BF TVC 0`5l OWND HAS OCCURRED: I.PC.NNONT NE CURDS AID kNOTA.FRw GIRT SARI TO 5[T SES SD CONA,yp[IMif%N GPFCIF1f ATM1NS Building Engineers AdtOx OUNSO C INO w TXI 9mma HAS DmA COUPLFT�AND NPPRmm.ME O1OOA•OE CUNIAE �r .sA �e50llfCes,Inc. A. A MIHIuIa EI�TL YeceTAnvE cvoWM N.s Dml c�rARNSXeD ^au Re T+:.RFl.ro A BwTN o<rwR aexc3 MEx NRNIPN AND IxsuLL A uxOR a NnAN PRwnwxc ��-a AwwATNN r Da wln GUWPI P. A NI C Bf S'W NON CROOA NATIONAL SUCH AS STONE tlR 1NP-RAP XAS OCTiA WSYACIID A ROLLED tom IXw SNPw[' AIT_""M' Av •u.BC FNA. IllllO➢t µ°o WCA MIAµAA NOrEI EAR1on,MA D.'y56 L. CSfMJw LONTPIN.W.ANNCP NAYS SCENT pACFCALY D6TAUID. MM MDITCNNAL LOAN.RCCRAD.AND RL-D UNat M[CURIACL L 1pUC ro Mr is wm UN¢um CN Aty[OAY C]11C%PILES ANO pONROm ARV:1PNCRC CCNSTRULWN aCTYPY YALL NOT __TA._A. MM NCR"�Ar Sa CO�Ititt ME NOPN UNC.TR 5EC'BM S1 TO SUPPufD NT m[ ]NaOR.A-QM Ilgm DwaN. I`ABI:S'T-02B0 ODOUR IOYgeC TN,°Lp MRFTY I367 CaLD O.DAYS DY SIC CWRPSINMJIMM1 CAY AI CCNSTRUCTCM ACOk1Y NA$ N SWAE-TV YRaAV AIIXTLT w _DNA ALT CGA RBA F.55 SXAL1,PE STApUZm MT11N W WYS M INITIAL ALL NwLE PA'0.W1 UnAvS.PNV94 APC1R LIDOS cA'3,SNNPTx M om ' MTIURPA.C. AW CUT AND FILL SLLVL5 TROASWAn LLSXAW DL 3TMl L9 w1MV]2 XOUXC OF ITHIN C CRAM TNOL Al UTplF.4 Oxp wE fuCH W ONu[mA CXaLL a INl10K iROM PIC LOAN AXE Pf AN xAFW r�'�rr°'�«uwI Nmv C c Apcu ODO MC`%-CS TO PC 1=IxC." DDT=Er orr sre AND MC I.S.DxALL DC RAF.woOM Alm 1:wr. RmnL aL ,�A,A.L s„[PTImWz„AAa n..me Oak Consulhnp Group All A IOAPORAGY DEWING CtiN Bw° BALLBE iRERANra%RCC[W[ANY Ro10 DPRAC1 1ptuw WNACIS INS CRA[NND ro =� F1Y 1a1°1`wom�rn,xm •tlr W'N'K °OAR P.O.DOA T101 6 NnaLTR rt TG C15 Axa CUIwAT¢ aA TO axc SRm IT!M DRAOxc SHALL ACAILT IN Tk miAiLy wimd>ry ti[wi IwIAq.11K 4uY BAN,REED NevAurypolt.%1A 010'A C S11NIL RTP FOP. STRUCNT W FM4 CRap[3 AM6 9NEOM,Evd OWF,C&TCYXLAR NRLOIAun1M3 TO NON FB xT; rR ry�ADD m mC N'FTwXO CNmK44L SSBPI 2t AOC D. Hurt u•TTNG AClrts aTmmaA rs aAfCT4 M MCTQaUtlL-m n, .uu RN MA.wrwRR M•rdNm. Pu�RINC[mNHPN1CPax BPOI MLL DC D"CRTCD AROWN 10 511E M1N EARTH DINW.PflANL DR STABLTED CNANKI:NNCRE Ad¢sCNA^pi;Iu;lNc a LOWiuc Wo:N'. CA�Om MfAs Stl AFNL�Ir=_T 1W 1.IT Imi •_ A' A a rTAwm Ar®AmP L« .uum LC OAECT AU-M PAOu ME xrz WILL B[FI-ED TT.U.NAY OA[L MARLED ANO/OR 9LS FEN M A11 STOW DRAIN i6 u2ATw PF n4�C-1 IT ST_PC TK CPC DlW[BxmACTIXTY NC.PCA9 1.NUNTANt TNT. TEA I.rm �"^xT�.r ru RRUTA:rwme Tn u mm . IxLLTS SHALL PE PN051Dm mPf PANR1IA nLTOR A1y CATCH PADBm WAS,DC CONEAEp ATTH♦CEOTCA11.FABRIC FRI.TB TLC �NGS"ANT rNE NTNSINUDODx F4RLC AID NECRAPG LOAM AND ROC.-1 DANAt[D AREwa �AmToxA[Ne�iRIP%RN u�a m PiwA�lBugR, OP,S PANEIRDNS LOUR'.[Daxc Plwtm, I �®LpA�yLp, 6FF tlTF VFF1C1 F TR f,A.N`Nf. PAY£MCNT.CR MULp[SNAtI OC LM.-Axp Sty POFfATT'UN[5 AND NOl COKIKG DY 51RUCSUFG 1-1F� -Iur YRf> Ni�1An1RY14oRL OIm PYP,tl A MN M"C 01 3o To ID, MAINTAINED INTAINED FOR MC W rTFM V CONSTONCTON,rrn CCeSTRNCTmx E NTRAN SIi OSALLm x �ME.AT ALL CDRESSON TO MC!ACTNE vmRN ARCM`,ON T CN AC SITE AND UVIE LMLL PC M INCORPORATED INTO ME LOAN LIVES AT A RATE Of 2 TONS ANA ALCE IN 4 PAIR[0 AAC AAARAWy r0N D E 4C1t RT. 'r ITfPnN 1TR IARYD T[AINN C f1lNT1♦nl GMFAGIIAF[ P R.WRCP.i¢xTI.O SxAAt O[SPAW I n[TEA IAA Cl TAW AND NTRMFT x U E SUAfACC IERTII..AP-1.A I Dl.DC CCO POLRm4 iNt ACI M TO-SO-90 FTATUEG. t p sP+nOtCc AS IHO GTm TIC�A IC[OP NA.IOR AGPY.PCS MC Alm 01 HARRPDNS$X•LL DC NSTALLW"CA TC CONNpCNNL ANY 5x0U.D[Ax4iD[G I NnL1RATw AREAR AN Nw CLOIMMC W[RSINC a 1NC SITE 5M0CNRAL CwTeOLS SXAlt aC INOTAl1£O CONCMW'XnY!OPT WIC AFPUONOLE ACTA3]Y, AREAS CRC LLmiNU-N AC 1 Tpsptw LY CCA:m FOR NCWC MAN TMTY ISO)WA'S wLL PC STACIj--A S%11.1 PDNem AND RIRIU2LC suu RE APPU.AT 1X[RCfpuupO.RATES AND SMAIA PC Na o-e I f YOU ARY SCED AND IRALN AUXIN FWROCE N(14)SATE W TIE LAST DISNROAICC ONCE CONSTRUCTON ACYWITY CGSES 9N�ro LH�LY TIGQXCA INYE EN LOLA. LOAN LNALL W NARm UxTL 1NR 9uN1A¢IS nNLLT PWYTA- Town Pt QT pCRMAHLNAI IN AN AREA,SILT MCC AID HAY TAIL T.APNGRS AND ANY ON-0IN. mu,BE MCN N ONCE NOMANO Ps OFAD6 RTM AP�P LID TNCTN CwP•BTW TO AN F+p SUPFALE LDNfMWYC 10 TI[RCONRm ux[5 AND YV{! 1 VAIRCS ARC CTIME CE. RDN¢O Fn -MOI POTION A T/D_PS AMC II POWM.PER IN[N q'MDYrt North lT`F�T SCm SNULL CC SOWn AT lNC NATO hbFx PROW.SOmuC PHONY%WxE W A CA1N.IaT PAT. ........ `,V `f ThC]�:k•LcrreE lJPfhYRU.rIN'X ._WC� mAt ACAS INTO IT STABILIZED CQNSTk2UCTEQN ENTRANCE NAV AT-T AN=TO WE CR O NAL%AECTDO TO 1NL :OIL TD a NOr rC_ Andover T/41 ww AND RI"I�A HAND RO,LOI IE INa NOT PAET 107 FOVNPs PC School L�.,O Q A MCA"CONGT SHALL BE PA I C ALL FOR INSPECTION NAL F AWLS.1 W O IE DFI AND A N[NT CONSR04 NGSLNtC3 t]NfAA'GUT[[NDM. S7 I I TES,ALL CwCTRUOTG xpeN la CPMPLCTL INLWDINC FlNAL PAWNL Cf SI1[311E�IVRYAY. -uVLp<DNALL O4 4F%1W WumIARLv NFSP SC(OINO AT A ROTC d IS ro S TONS Pd Auer. x Department ATTAF Kwxxd ES AWAY 2ult PE Rt91.ALT9INL6TATRv:IFV AN..A S VOND_CARA. ulCx 1. ALL-TON.-RED AYL BC 1NSPECTm DWI. 2 x [�DIN ANp ZBlupi C[IPIOL WxPIGECON. North ATC.MBI,MA L SE.-PC tII•NP B_40NST MM A TMC SPRAY AS REOLIIRm.AAMOUT ANO NO MANY 2 A NMNRTNAXCC N�.PEC1mP1 A-FILL PE NAOC WCEIRT. AMi,CifiGAaU SxAU,of AfSRP@.um aLt NONNOVS MAY NDRNK0.AR<NDr SA'__'tmNTMO \ � [xeraoaT . 3 ME CONRA Wa SOC SVPCmfrtIxOENT WLL Ds NCSPONOO.cars INSPCCMWS, TYCr N�TpNauCE AND RZPAIR ACISNTG 440 IIWNL ODS SXC xGttCTW AND xANYLwxEC CUTTN0.AY SRLIFYa NCPo.1 A-ulwpFn N.NTMA AND UN.S-ANNITEST AND MI...WO UNM ImEtPiC0.IkCWMYC Afp_1"AN4 ae1V i,^DAi.up UN IZN CMP413C IENDNm.•.r 11 1-DO DWC WRING TIME AF FOR Aj YC PESIODI OP GNI.TEED 1, STAOd.)SATEN OP A4 SWA ARE y �A YUp`D°R CO-SEED LW.9NTCNC NS ACQUIRED PRgN TO P AECPNC F1DW :Lm1 uIIfP1RC CwTAFNBAC WE FA.LOWNC DEEP _UUCNd ONAIt PC \ �a xWrxITo ww COW WORIONO pRpOC IF♦lCPAIA G HCCWBARY.IT NTLL BE ¢RP�AWA)°iV` PFA PAriAICO T1YNm a xp1R1 W ImPCRE p9 FfP ACRE NINNAW uINNW oAx L1 1N T/1116 OLT""C OR NAY NLE pARlIRS YMp IT x4•R[ACHm CAC �'WAFSOriR Ir J(f 3 Ou LT W'a11LIpT WBL B PCNCW]I iR(W PCUN 'MT TIC XECNY C(MC RxCC OR OALC CULCNyxC NW ILCRIS SO P5% 06% ®Mort o'INNNL TAmC y DO A A1L DPRR9w DINTS N&L BE 1NSACCTCO AND ANY CRCACXC MIGMFT.Y ACPAIPm. NmP1ucAY aw[wA.. �E� �a�e[T� ��� � FRONT NFW MIT�EW n IL P.ARY SrCEI AND".14 MLL PE 11SPCCrtD FOR PARE-Ts.WASIIDUTw AND U .LIT HPPN,C t=ON ALL%OPCS la+GTLR 1.OR CNAS TO L,) 1. M RmRmfIAWM OSxIR0.fb%D Puu 1N6S AC Rmw r1R1DAA n5r am IARMrRDNxr PRArnx Id aLT Id04 Do[ F44CIF ^° IIfit D. D. MC MEMII PIS BAMW NwA ARYe ..b xPa �� RCO 1 W a0% Fa% Or-reC NF✓�xpupN}Dar�pn a RR Ai AK AwU laMNN w R.AM soAAt�Nm Ta U. SID wTARw PA MALLw WTYxAYACnwG A�imoL DM IYA6LLu�a�tw�nK uK TYnwI DN .CONTROumAe AREA OHQULO NOT SICCED OD5 ACAG M I W LINEAR FEET OF FlLTEA WMCR. N NE MSC CUT.MC WCm CoNT NT EASE.I FER-I DT-.1. Au S¢D�Aw R __ r NOO Aram ME uA[PAaen Axe CWFLY WITH 9T rz'NO ICCCW L S(m u4 ITKLmI CnuAC 1°immbnNAU -m T.�WPRD000IS .RUITAIFONANT PNxnxCs ASRW SEFTExD1'F m CURLY AR AC AND FOR-ORARY PRCTCCTON OF ` SEDIMENTATION UARRICNS CA-BE AS OPL.S➢ON TH DE LRANINC AND PROSLT SPCCRLC MIDDY. BCD AA[•s, R. ��T�.�a wwTiim xo MKRn Kittredge Elementary Nx l-ON O roW A MOCVE SLOPE LOAN 4EFIO AND ORAL Nm NCOLIRGpY u N I4Pa� IRR,v WAIT np A .AA+a e< oI�NArm µIR,�,NRAT.N,D,A,DIANAf�N® School Gymnasium SCMMWTMION OAP-SHALL BE IN5TA PER NAN YArPP .rv[CIFlG7 AND AECCNMZCA0g- P RATE Of]OD PBUNBD PCR Apt WOAAm NTO M 91AFA¢AT A RINtY CAARNER3 ON—PC Ix5'SaLNLO IN VC LOGTwL O10RTN W MC PV.NC ANO N ASY OM01 O MWLNINC AXO dt]IINU__R[AFAum AT TINE FCUDWNO MllS m ANT�ar�INWnMC ow TCvoXT XNmcIWR NRw m,m DIAs TIN.¢TIED wac EAT AIn Addition LOGTNTAS NCG1wm TO FRLwNi WE ww4PeN OF T MCNT FRDN WE ACTNC CCNSMUCTWN 91C RTN;R6 KwO.y.,M r.oc WPLL Ix ATn 41 nwn,. uwrs AAL •LL CC.INV7 15 NII'+/1.000 1r. n,1NCNR}Y DrNAR nAPAO er RvrNWR T.m.I TIST wAa AWwRIUAniT 1A4TxLm T16 NA1oTI01xR NP AxWnN DA (vm aDDIc) zlss.n.WDar, m.�,.wn.loAsn m�.r.,FwnA.s.F1n TNA.Lr PPA%AR nrIR A.WmIN NmmIAm.®,3 SCOVpC[OF MOT-PEN ,.5 TOx1/Af9er NMu I ulnAm m mWd m T<R1Kdf AImOC nix®Aa Nam. SIDmpT MA.RINI CHALL DC at 7L PIOX TO ANY SOM.DIMP IANCC a'VC CQNTRIDLITNC DRAINACE ARG APVA:- WASTE D1CPCY:A1 A MAINmAAxrs A. MACTC I. 5 IMFNTAITQN BARRIER Ah ZOOM TATON P•RRIEAS STALL PC INSI INMWIASCLY MATTER GON III AND AT LEA, ALL WAS]T NA""T"WRL G<CCll1Y1m AHO-Ta%w N�LUM,T,Y UTDW .t _TEN R41LL Erosion Control DA LY WWdC PROLOxCm RaLNFaLL TREY SNaLL PC A(PURW N'STEM ARC ANY OCNs p M[XC°N REpBTACLCA Al MAsx AID WxMWON G.RO IRw 1HE OTC MLL OC Notes -;b NEx.AteOx OhoW 1NLY T NC •Aµ BE NAO[uuCOAT(yK pCFOO1W F+ Ux0.VTR. O CPE EO UIG�N�EAR A�SITNCe TI1.1 TOO­7 pPPC�m° fDO AN DIRRm REPaRs.N E P II Dn MOM.E CEIME AI TNC CENTER CW E [off w INPWxIXxG Oi L.RRCC YOF. w' W=1M M.Pp' 6T 19LUPCRNTOAUCNT. wATfp 8M NO T4,aWIx4NT PAR10IX3 SNAV.PC RPLACED M1N A i[M➢cRARY SHOES 6AM. &$40UI,p MC ROTATE ON SWIMdYATw 1MRPBR PCCOMPCEO OR BECOME P. HACABISUS W SIC 'IPRIOR.WC CAT OF MC MOOTED 05aPL£UFC aNO ME S- ST.IN xLCCS1AF,.MC FADInC 1XAIA W FCFLAtxO FNwpnT. Gk STAY[p°LUW"ILL 1T " SXC NANUrAC1I-AC)1 PEN501 N ER� Moo Cu mLaikT. F SOC AOC_pr OEPOOIS aADPAP.Imum BE RCNOMED AFTER CA.STORM CANT. AR"T nIGC ."COD PY MC SUPORNTCNDENT. C-�O O MUS 0�RCMCM014D Y M!WDS1A RGCII ARPROMIMATCIY ONE THIRD(1/3)MC G SAMnxY MSrz D ANY CCONAWT BCPOOTC AOANNINO M F X IFTCT WO:CpxaTATOx 4W SANITARY WACTC WIW PC CpLEC'riri fNDA TXL PDRfAO.uxn9 A MINIMUM Cr ONCE Q61u°M°iG N_r'LENCOR MNNvMA_AND DEECE I.P[PARSED ro GgNrOiM MM lHC PEP ALOe BY A uLCNSm SANITARY w MAMA-T COI7SACm 311a Par ����a DDD,t%ta6 NDNYM,evs! PETERMAN ARCHITECTS, INC. - nt+,� w,a mwro��wttw o. — — D.ac� mN mD€ na,w rc"`��sr�uwss Flood Consulting,Inc. �.t G W O. a��Nw ro,+.Mxv�sDm:wo rocnw>m�orr.mYuaDo. ������ �� ��� x�xwn sav[xis amour svO�w �Iu7ai sc:.c+on lsur Orc Da a�YPYMW D•4rN4N RxNd•faY lVDI riwwo�µ DeAN4f!]O,DaW. >Naexr»x rrnw.w rawer Divmea w NNeN n n ,n rut v DmYnr. w,a,mo, _ __ � �,aDND,NNa„Naar Dr�Dar Building Engineers mrnnu Resources,Inc. ♦rwieuseR�irrA Rwlxw,aw�.��nw xe w�®ura uas wmY.we arminmr OB Man Strout NDrER EDelen,MA M.]`A f50a1:]0-0:Fla INLET PROTECTION BARRIER TRENCH PATCH PAVE© WALK Y Na ro Dwu �*ro ocac Oak Consulting Group P.O.BDx Newhurrpor,MAA 01950 1SStl)�rt+tB00 Y tiMDy¢ N'�'W Dr�1tS FI N� p uu ulo NxmM Y>w MC.CaW tl�(aKnB srx l �` �aDrr Dr,•�er Aaoo a.DDxoec r a DaQaD�a NrDraN .DDaraaan a Dua aD Y Qarr Town of _ b, North eY Na :3 f �aD,Nr�� Andover Dai rN�[KaWa � a DlIUCNK,wLL e[DDar�rDN aDD wnxDro oxNaaD wNN ru r:YYoirMmu"N'oc.No amao-ewc .yns.7 •D�^^.cra rcrrc m rc*o-.w.�uwD.wD mwa m..w a.va runxes euw.0 School wae.�n+a,ao uv.i»wr w otrm rwvecwN mex Department Motth md—,MA PAVEMENT SECTION DRAIN MANHOLE - von.ao Nw wRNm w,p&rtxN PFA }D] aDiDD1[ ._' ��rMt1DOr[¢iAL DIDMD WD NNAspYIFwi oDnE N AND ra x �� sliu4 MM//O W ea6 t0;0rIxC Glt ILNX f M�•Rrnou put K msaCR OI�N�KhOW 1-0. Q..:.. i.u.r,n_ _ � dl�m al�lli�Y iNlu aNlx¢r -II•.D/s rNx. Kittredge Elementary wam,emm Doc '` e.sa r m nv a a ra uNvr rt Na<uD.roa.a : *,D®�,a;,�•:..•�N:Demro�.rN ;. School Gymnasium aDas.NmD rwm a na Dauee�o wDua mam rn NDe wNaxe Addtion agar D vo• h_ Dwc Dro Mzm ra mD�eraxa '�'""` it eon�mwc.r wri.ND a Drnr. r NNP aDolraaadN,w _ wx Site Details JL,. °wurOO1iDew'��io m> v" nD°f°r i.°nvenm'�`c e"oou —'1 "ismD1O'"o n wor xmv.�Na:NDNrnm mam us,N...os w a.srrD r.A .:.:...,..:.' oven a r ]. o®ra.eo D�`ruvutunr�.a��xo eloau. urt Darma�wl. S,arwew wa¢.e mrp r auen snr<ecaao —`'oO UTILITY DRENCH BATCH BASIN `-' .m ro wvr da-er