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HomeMy WebLinkAboutZONING SUBMISSION PLANS (08-20-2026) - Plans - 0 BERRY STREET 8/20/2026 L15T Of DRAWINGS NORTH ANDOVER FIRE S TATION NO. 3 ARGIIITEGTU-�L 2 2 c' ctj� Berry St North Andover TOWN OF NORTH ANDOVER ,, MA 0 1845 APPLICANT. 120 MAIN STREET NORTH ANDOVER,MA 01845 PROPERTYADDRESS BERRYSTREET/TU RNPIKE STREET NORTH ANDOVER,MASSACHUSETTS ASSESSORS MAP/PARCEL. MAP108-LOT10 ZONING DISTRICT R2-RESIDENCE 2 13-INDUSTRIAL 3 REFER TO SHEET C2 0 FOR ZONING BYLAW REQUIREMENTS REGISTRY USE ONLY MASIGNITURE5 DATE . I PEI 1 AI VS((\1ciII I c q DLqIc\ G�01 11 IZER S PI( 'Ec 1i I IPEI.,1 50 11ZE1 \) DIJ\I 0 11\1-\l I �'Fpl E I 111-\INNIIIII-. \I\ 012-'G AIEIII—I-E). M\ 0,-,fill SACCOCCIO & -VtiSOCIATE'�'. INC. sort 3><h—zels3 1085 P\10\ \\1%\1 1S cI1\\11'0\' HI 0*1910 It 11 I x I�q )\R1 1,1-\\l Al ("I"I,('\1 I'll I i'I: '11t 1 .I it�' 1'I?0 111"I 10 1) 1 1.11 c I I z I c t.1. 11 3 1 11�I 0 1)1,1\ \F \1,1,1't I'l\l7F E N("I\E 1.-I"I 5 I I�\c LN. R1 wzzl(;.n [it 11 1),\(' I:Ifl\ I?ES0i "" 'S' 1\('101-*11-1100 :1 51 ('E'\'IILI1\I1IE Iliml)JiA IN W-168f; PERMIT/ZONING SET August 20, 2026 t 2 F a .............a =r g TOWN OF NORTH ANDOVER SACCOCCIO & AssoCIATES FIRE STATION 3 ARCHITECTS ARCHITECTURAL SYMBOLS LEGEND Ae C�TjRr,L ARBR`b:AIla'; -END DETA*-L BOUNOAKY T—k AL A DADR AC-TICAL -- 1 / BATT/5LA— N--AT:04 ARTH ME secrlGN MARK ARCHITECTS Saccoccio& -- Associates,Inc. . NF-OR EI EVATia' _„ tXTFR OR ELERAT C4 r FF£E TAC- - .D NORTH ANDOVER RGJC-WOGD STATION 3 M—DAL TA, M STET 1E41$`iN Turnpike-Route 114& Les�� Berry Street North a, z, 1Andover,MA 01845 ® GRA=n c scALE . Ia - t M.p Theme L.g-dtl g r,u.00vEa Revision Schedule Rv /�'1�(�\ -� � Zoning N mhe� Revision Date R ._... NGRT,7 ARROW _ > n Al FIRST FLOOR < E_EVATICN MARKCK QP?A DOOR TAG - 'SHEET TITLE GENERAL PaoPosE�sTEEOR TMEN°RTM^N°°'ER NOTES,SYMBOL _— F &ABBREVIATION _ LEGENDS W!NDOIN TAG OR2 ` do,e:, 9 seesowce- _a 13 u ROOM NAME ROOV TAG G1 .0 V/ •O NOT FOR CONSTRt CTIO\ IIIT. z mo NO liVil UN j T GIONVH ----------------------------- (all ainoNo iaaNiS aNldNNni SliON ninon S INIIIAII—1 ZXLV��N SliON as © 7"ZI 01 iol j 901 dv 0 0ry VIV ------ TI vry ss IVWaN sA GN�S�l ivw sn:)o-i —64 NORTH ANDOVER STATION 3 NEW FIRE STATION BERRY STREET / TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS DATE: JULY 20, 2026 � 3 i max � APPLICANT: v v TOWN OF NORTH ANDOVER 120 MAIN STREET - ` t 5 - NORTH ANDOVER,MA 01845 CIVIL ENGINEER. 4 DEVELOPMENT REVEL tiS+T ;' t t a9 - SITE aPEA I C P € t -C' L,.�abs x.iI..�s�z, PROPERTY ADDRESS: BERRY STREET/TURNPIKE STREET ePQ ' SITE NORTH ANDOVER,MASSACHUSETTS ASSESSORS MAP/PARCEL: Qo MAP 108-LOT 10 ZONING DISTRICT: � R2-RESIDENCE 2 s 13-INDUSTRIAL 3 DRAWING LIST: o af C-0.0 COVER C-1.0 NOTES C-2.0 LAYOUT AND MATERIALS C-3.0 GRADING AND UTILITIES C-4.0 EROSION CONTROL — - = C-5.0 TYPICAL DETAILS USGS MAP ASSESSORS MAP C-5.1 TYPICAL DETAILS C-5.2 TYPICAL DETAILS SCALE: 1` 1,000'± SCALE: 1"= 500'± BOUNDARY&TOPOGRAPHIC SURVEY(BY OTHERS) LEGEND oar oNs IN OWNER/APPLICANT_ EROSION CONTROL GENERAL NOTES_ EROSION CONTROL CONSTRUCTION NOTES_ THE TEMOIRAPr SEEDNG DES GNM EFOLLIWING. No ORoaoseD x sane eE coMOP SED of TH NIPTH ANDovEP IS o ens EPas oN AND sED WENT CONTROL MOHoas FOP THE STYE NcwDE OPUOURAL AND IN ORDER To FURTHER M N M zE sED MFIT sass oN THE STYE A GENERAL coNsraucT on TIRE w PC wE ear PFDICF THE TIME SITSEII-1 TI THE FLFMENTS THFPEFIPEPEDICNG THEOossPLTI SOOL'AT ONS AND"",ALI THAT OITL HE I"IDTINS GIVFPN NG THEOPoOosED W III. OIPMWATEPNLET HIGH EO ON DEED REFERENCE TA NED THE CONTRACTOR WILL ALSO IFIE.THE DRAWN PER THE "MIT THE FFNT FFGFN HE, FDA CONTRACTOR WILL THEM FILLI.THE GENDIAL SE.—IF.111 AS ITTLI-D SELI. .....T IN L AID DEEP I FROM'IT" III I OF D",I.OAIF eos OPICLIRAL OPAIT cEs NVOLVF THE CONOPUO IN IF DEVICES TI D vPAT AND L M T I. CINTRAOIP SHALL CIIPD NATE w TH LOCAL OIL CF DFOAPTMENT REGARDING TRAFFIC BEFORE SITE S D SLIPPED. - - ,,,°",„, 1 AREA SAFETI MFAIIIES TI BE EMOLIIED DIPNG CONSTRICTION. ASSESSORS REFERENCE OPICEDUPESTINU N,,NI THE MOST CLEAN 11 1EIIIE AID IFILAIE THE INLET PEFOLLIWED. M WATFP LFAVNGASTE.THE FOLLOW NG APETHE e A TRAFFIC coNTPOLOFFICER SHALL BE USED FOR nAIOP DELVED ESTO THE SITE. IINTAILG AID STALL ,LFFNT ALL EAG,,EG I E I E A',TO CONTROL E"I IN AID ORDER TI MAINTAIN THE INTENT IF THE SOPIONATI III AID 1F1IITG DEFINIENIIES 11 .111 DIN IS MIT FEASIBLE TI OPFVENL SED MENT FROM LEADING THE SITE. RANGES IN THE DRAW NGs SHALL PE CIPPEOED IP MOLEMENLED AS sTE CONDITIONS RANGE.RANGES Dua NG I NGLPUO oN SHALL BE NOTED AND POSTED oN THE SLIPMWATEP PAGING ALL AREAS CINLA N NG OIPMWATFP GAINS WPIVE IP PELIW z. OPIIP TI III I TI GRAD NG IP STE Woarc THE CINTPAOIP SHALL INSTILL ALL DRAWINGS(SITE OLANSL. GPIUNDL SHALL BE OPOTEOED THPIUGHIUT"MOPUO IN.THESE SPES ARE NOT BE GREG DIFNT AID FOR GAS IS STERNS. TION THE SEDIMENT coNr1ILG WIT BE As sOEaFIED oN THE AOORwED A. LL BE NI TIIN soRMWATER MANaGEMENT IF THE STAPIu ITIFILIED AID PED STYE. PRIUGHT IN LINEFOR ARE To BE L a. AREA(NOT DETAILED IN THE SITE III)Is s DIsaAPGE of UNTREATED coNSTPucTION RUNOFF FPon THIS SITE TPOL PRO, THE o eE FIELD VERIFIED EASED IN CONSTRICTI CON ITON S LULU THE UNT CONTROLS OR IR TO LEAv NG CONSTRICT IN PIINDAR ES.THFRF SHA TO Woarc uO TI oo of wO F ID R....EARGAP, coNORucT oN ENTRANCES m. CINTPIL TIRE AS III-IN THE IING T srOEMs As D STATED Pv STYE coND T oNs ND uTED N THE CONSTRUCT IN CONSTRUCT IN ENTRANCES SHALL PE USED N coNluNcr ON wRA THE OAP THE O O EC �• T I NG OHASNG AND SITE CONDITIONS. DIIIIITHELUN1L 1DIRECED NIL 11 ON NG AUTHIPTES IPOWNER TI CONTROL OR IIDIIIN THE CONUR OF NEASUR ES 1 THE y REVENTION IF, CLE PLACE RES F CRUSHED STON AD BE RE D PLAN CONSTRUCT ON ENTRANCES GIALL BE USED IN CONIUNCTION IT1 THE OF IUD` CH IEO TT FF I. CT` BOUNDARY AND TOPOGRAPHIC SURVEY NOTES_ s. AND SHALL NOT PE °A5 PRIOR TO ANI RO DISI ACCEOTNG CONSTRUCTION TRAFFIC. "ALL BE coNOPUOED RUOF SITE ONCE THE SITE IS LE T AND PROD ON OWNER AND 'ILL MILD FLAGGEDI CA INSITE PI PARE ENGINEERING IN NOVEMBER Sys RHOS WERE SITE CONTROLSUNDER THE IF THE EROSION CONTROL�ECIALIST ICLEGLEN ND= ,�,L^AE wAREMOVAL co E SEPoa�°�EIURIIIOLASPIDORETEENGINEERINGFORALLPIUNDAaIAND D D PHEELWASH LW ORDSTREETS ER TI MINIMIZE AREAS FRISIIN AND RINIFF FROM THE ORILECT LICATIN STRICTIIN IN CLEAGTE RINGTHA IR GRADINGRE ACTIATI PAINVEGETATION CLEAR NI IIALL BE IS TI BE EXPECTEDONIUNCT WITHIN a HIIRATH FS IF ANIPAIEDCONONTOTHEPEACEOFF Z REMOVED P, SURIECT OR WORK DAI IN WH CH THE TRACK T OCCURS OUT IUST OR COUNT' PAGESIPERYI IS FLITTED PI STALE INTO THE IF INSIRANLE PATE MAP FUND RIIGH THE TA ITTAKE IN-SITEPROBE WATER E IEAI S TO CONTROL DUST IN PRILECT SITEAS INSERVATIITT WILDLION RU REFEURBEI TEED MIXHTN INLETSIAT SOECIFIUT OTHERWISE IN T'FAHE NOT WITHIN THE IITG F THE SHOVEL IF SEDIMENT REMOVALTHESE SIRFALES,OR P,USING OTHER SIMILARLI EFFECTIVE O UCK, COI NORTH=R e E°G'ONE I -C CLEAR IF MUD ESCEss GRAVEL HER CONSTRUCTION DEPPS FINAL'RAD N' I THE EVENT THAT MAS4 POPSACHIS'ONTALETTS STDATUMATE PLANE MAINLAND SOME NADE1 IS FEET NO CHEM WETLANDS (CEMENT,IMORTAR ETC)SHALL PE MIXED IR POURED WITHIN AMC EROMIE POTENTIAL IF THE AREA LE FABRIC OR OTHER MEANS TO REDICE THE w PUFFER=ME Q NORTH AMERICANIERTICALDATUMOFIIIILNAIDII,-USFEET PSTER EROSION STRUCTURAL PRACTICES x SHALL MEET ALL LOCAL AND STATE SOLID WASTE MA DEMENT PEIULATIINs O I AND AP',AE�°TOPICL AGE'M'ATERIALRU EFROM°MERINGEDRAINAGE"IIITEMIOR (n CONSTRUCTION NOTES: AFTER 'OREALDE�WTAOTCEKRPIEG OR LAND CLEARING DERRIS COMPOSED IN WHOLE OR IN PART NN w GENERA ED FROM TH I ITE REGO REI CHARACTERIPATION PRIOR TO EACH CLEAN OUT OF ACCUMULATED IED MENT GETTHEWATTLE PROTECT FROM L.L HAN IT 11 PREFERRED ANS IF THE WATTLE APPEARS TO HAVE PEEN w D IN SITE AS PACXFILL IN THE SAME GENERAL AREA IT ORIGINATED DATED WITH SEDIMENT EAaABLE PR ANON ERINEAER RATEINE w NOT PC IS IIT HE LOCAL 0RS PTHERIOR TO'TART AMCSITE DEMILITCONSTRUCT ONIIN w OR EXCAVArIIN I WITHIN H HE PROPOSED AREA F I R ONOUTS THE LIMITS IF OR CONTRACTOR DISTURBANCE SHALL REMAIN UNDISTURBED HEALTH, IN x S TITHE START IF CONSTRUCT NOT NN R IF ANI DISCREPANCIES IN THE DESIGN PLANS PRI OR IT ORMWATERCONEINCEI THE MAXIMUM o w U I RMWATERSUPPOR INFILTRATION EXTENT PRACTICABLE CONTAIN AND SECIRELI PROTECT FROM WIND Y a °EA=,NNFwFENCEANDOOR RATEIITHEOIST-LINSTRILTIINPHASEIFTHEPRILELT —� ALL EXISTING PAVEMENT SHALL BE SAWCUT PRIOR TO REMOVAL aGA°N wP°THESE woE„APE MAR 0 O a cn ALL4 ALL El I NO PAVEMENT CURB WALKI UTILITIES LIGHT SUCH ITEMSS TREES NOT WITHIN THE ETC I D OR REPLACE ASHESEGAT 101 GET ��a WORK AREA BE SHALL BE PROTECTED AND UNDISTURBED REIUIRED PI THE SITE CONTRACTOR TI ASSURE PROPER FUNCTION F OFFAND'EDMEWCONTROLSANDTEMPORAR,PO�HUTPREVENTLOAD NG TO THE ADIACENT RESOURCE AREAS THE DEI IN E=THE PALE ITE TEEDALL Z zo EROSION RUN' DISTURBED AREAS NOT RECEIVING IMPROVEMENTS SHALL BE LOANED AND SEEDED CONTROLS SHALL BE IMMEIATELI REPAIRED OR REP LE PI THE SITE LINTRALTIR o Q EILN AS THAT A HAS TEPIRAR RASES IF CONSTRUCTION AF;NL;HESoNnAI°;TORN —a�w LL CONSTRICT N AND CIN NOT L ACTD TI THE TOWN of NORTH ANDOVER ORM TO STATE AND LICA AREA FOURTEEN TEMPIRARI GEED HE AM THE E HE VOLUME NO IT IHE 1. DEBRIS AND FIVE DAILI WHICH ACCUMULATES ACING THE CONSTRUCTION AREA,SHALL BE I RESUME WITHIN TWETI-INPRczo'onlsP PERMANETLI CEASED INLETS THE ACTIVITI ~Q w COMMONWEALTH IF MASSACHISETTS AND ANI OTHER AGENCIES HARING CIRISDICTIINBASETHE _ <<w O GEDI I'. MENT DANDREMOVGETEDWHENA NOEVERSEDIMENTHASALLIMILATEDTI3INLHEIIN D URGEDNilISOARSAF;ERNrHEHAONs;A�'Lrlo`n°A�;s�I;r'�N;HA;sAAEAHpsRING FEETER ACRE OF DRA IRAGE AREA THIS 3600 CUBIC FEET 11 LHOF u) SITE PLAN NOTES: DEOH. PERMANENT WET POOL'HALLPROVDEDWHENEVERPRACTCAB LE PUT MAI NOT BE USED wI THE FORM OF A Z Ie DEEMED NECESARI ar THE CONTRACTOR, IEEDINGOFeHA onvsnnusr ee SLnE�uzEo aviee ISE oF'1EMPoanar�nNOLoaTFiNAL To FULFILL THE TEMPORARI STORAGE VOLUME REIUREMENT �coco L BE DIRwG THE CONSTRUCT ON of THE PROLELT. F THAT AREA. — PLAN IED FOR PERM THING ONLI A FULL I ON PLAN 2 IssIE oNLE ALL LOCAL SLATE AND FEDERAL PERMIT AOPROVALs HAVE PEEN GRANTED. BED IP. WATERING CONTROLS MAI BE NEEDED SUCH AsTHAT AT AMCENTBA IBE ILEANEDOUTWHENTHEVOLUMEREMANINGDECR0 w W cr H isNAENEIM LIFEN �(A cr WEDDIRT PADS,FOAL TANKS OR OTHER MEASURES w IRTH ANDIVER DEPARTME IF PIPLIC WIRXS PRIOR TI THE <w O Z DART of CONSTRUCTION zo. Z m Z GAS rrEM=rAARr I=Eo�FE BASINS AREA REHIRED,THEI SHALL BE DESIGN AND DAI TIME HIES FOR AREAS CLEARED AND GRIPPED THAT WILL NIT PE ALTIIE BE D AND SHALL BE s r MARKED S IN ALLOWABLE IMF LEVEL SHALL BE IED1 F THE MAX a TOWNNAL OF NORTH NDOVERWIER FIRE AND DEPARTMENTWER IF PUBLIC WORKSONS TO PRIORBE TO THEVIEWED STARTND IFAPPROVED PI THE E 11 THE A I F A LL R NFILTRAT ON GAS IS ITALL BE F ELD ITAKED AFTER ITEEP­El'HALL NOT BE LEFT UNATTENDED OR EIPOIED FOR EICE��E DS IF IF SER AND BE CLEARL D IN THE RISER AS A D ANTE BELOW THE TIP E CLEAR NG A T E BEEN T I E SUCH A I THE ISCT V E W NTER SEASON THE CONTRACTOR SHALL AT CONSTRUCTION SEQUENCING:D I LEVEL AREA NCE HE GAS NG HAVE BEEN GRADED RE I ETER ER 0 ON CONTR OLS I T HE GLAR I OT I ORE T HAN F OU ENAICLDAAIA,EOF RTHE FORM OF I LTIOCK AND ITAKED EROI ON CONTROL TA LL BE I'TAL LED ALONG CON GTE OCT ON=TI I T HAT AREA PHAN TEMPNORARLEI(OR)OARS""o THE Up GRAD ENT I BE To PREVENT UNCHECKED GU=NRGUI STREET z,e2T, IS OF HE G�TE NTRUAWTLRFTNO IBENT WITH CLEAN SAND TO G BELOW FINISH EA AND THE PITTIM IF TH PAs P TI A PEPTH I RANGE LI nPIRIIN TI PPEVET FURTHER DISTURBANCE IF THE AREA GAS IN D STAFF BE MA IT A ME D AT ON LLWITH G ,Pss OF LL DEDWHERESTONEBASEISTI INSTALLED o°mti° ,„ ,�°,"°E"�,,,,"E NOTES SHEET I OF G 2455.00 ZONING BYLAW REQUIREMENTS ZONING DISTRICT:R2(RESIDENTIAL) / USE PUBLIC BUILDING(ALLOWED BY SPEQALPERMIT) - - REQUIRED PRONDC-0 LOT AREA(SOURCE SEEP 0.3}b0 927828z v Ll—N AGt(Ftt)tltHHYS Htt 1.. 25].]6 4 �' "� / CbNCEPTUAL LOCAT ON OF A NEW 20 A rc FRONT CARD SETBACK(FEET)TURNPIKE 30 Ai Hz s _ OR VE WAV TO SE OES ARE fJ SY OTHERS A PERMITTED - - 0 _ TNOUCN SEPARATE APPL CATONS TO THE OF ° SIDE CARD SETBACK(FEEf) _ - 30 ]95t / / NORTH COMMISSION AT PLATE IN BOARD AND CONSERVAT ON w z READ YARD SETBACK(FEET) :iu imyt '. -_ / CbMM ON AT A LATER DATE - - OULUNGHt GH(FttU 35 3A _ Z N a FLOORAREARATO PARKING REQUIREMENTS `•� USE OFFICE(OTHER BUSINESS OR OFF CE coNTRACTOR SHALL PROTECT Ex IT NG �� wETIND®vAO EDGE y� USE _NP ALL 'AS EST gj FO(OE E FUNDS,MEEZ.NE,TC) CH ,BB (B PRAc E - - 3, tU VAL DE DSTURDED.TH N THE F NOT gl ( AHH /V HVtS)� SF. G ACCESSIBLE Ub DAY 0'HU APPROVED LMT OF STE DSTURDANCj / l as s - - - � xaryybs E AR 'IIL LOT FENIED IN plv s\ GATE IN / \ ILAN LINK TE NLA,°LG a A SAETEY F L N s ER AA aAs DD ARND STORNwATER ��0� .off � � L GHT POLE ...a° LocAT o mP( '<� yeA r+—CART POLE � (o wlD Aas .• _ Low NI TN .GH 9 Ee �a mP(T° sNowsToanGE ,_ _. —�No E \ 7 FENCE L 0 , � DsuREBU LD zoNo 1T A oy O'ER RDBRUN T RI-I t! .' �� ---'�No DsruaB zoNE Ed Ed e 40� J T\s CP eK caLLERYANA AR - s�°� GNERATOR PAD ca. �E o(EEPRIOR NG ro DE iOe• ESTAELSHED PRIOR T °ON)O START of TONPE I— ANo aER RDBRDN L, aw V - EOLaRDs,o PE NSTALLED ED LD TONE ....= EET.EEN PAD AND PARKING AREA _ — Lu \ PROPOSED FIRE STATION / z W 9020+SF FOOTPRINT OPO.D PATIO ui 2'ELI (n " \ SLAB.ELEV=139.5 COUP 100 RIPER FROM PONE PARKING Q — — A \ cONGRET .ALAGANDP YENENT 0 p z \ PROPOSED PROPANE z � a ® GD El.ND D LD T DN(E NAL ao ED LD ZONE o A '/ D EE z o CA.11T LINE AND PAKEIER—ORATION FOR oti R O— DI DRE —HRON AND 11TEATER cDNNECT DNG ���A �PROPOIED CONDENSER PAD �� DN RDR oN�`R <<�� // ON�E P—PLIDUEDpAL p TO ro PE w O START OF IONSTRD T DN (n cr 0 EY / �0 u-Z .ET,ND(P.)EDGEE a _ N �ED c ELO K RETARNNG A E d' A cr ARNINBLE _< E uvARNNGSTRP G L -- (LES�THANA�HGro TONTRACTORSHALL TER RDERDN \AAEAHA�sGN wA°�LE o M �MNE Z z Q m O EXTENT PRATT TAELE RTHE A 'OD' L'"TIN°ILE DER Ds RDBRA OR Opo'DAND FLAG ��TE DYEDLNT LEVEL FRONTTDNE D DREANGE DE rPONT STREET UN T 1 .c- \ —�� RrLtiE�, W — — — -, — — ELLS A G°RIEG,�s LAYOUT& MATERIALS E A 4 sEwER CONNECT oN osED C_L/.O oRAT oN FOR PROP f AN, PLAN NOTES: EHEETs OF TURNPIKE STREET-ROUTE 1141 REFER TO SHEET 2 D,FIR EDSTN9 roNDTONS AND PR DPERT.BD R.NDTEE AND ALL ANDA TCN'TRATTDN �_, _- NOTES AND PLAN LEGEND 2455.00 O BAT BOMB � � s ON�PTDA BA DN GF A AC� �SS FWAI TO - =IF BE DESGNED BY OTNERS AND"'BITTED TROUGH SEPARATEAD PL _ NF LTFAT ON BAS 1 ATIONS TO THE TOWN OF NORTH \ e HDPE WITH R B FD AND E OA DOV RER DAT PLANNING (MN.SIZE L ) -.,� ��" yv � H __ B®v�ro EBBe 39 , TLAN _Nv ) NV(o() x . a _ - DD1D� -L=zs O s NFLHoaE NT A -� A ��� v ( N SIZE L ) t+ey G �, O IN ce OP s D 0G a �� a E AL T \\� R AM 3855 O .—L L�. NV(OUT)13529 0 w os \ 1 w AzI / .- b'� I A \. o� \ �\ y_ � HICALON DF ULNIPE / u5 BaE. A SU B1.NO _ MM / ` J NF LTFAT ON BRAIN � - TOP OF BERM ELEVAT ON 5C `\ \ ! - 0FE �`\ �O STURB ZONE \ ~ FLOOR ELEVATION(CRUSHED uiu e 3eNIPE D'I"ZONE F P.C suutih Zm �'~—NO E STONE) 3 PHENEPAL POOL OVERFLOW 5PLLWA Y = NV 13555 \ `9 CREST DELEV 13650 _ B11 LO ZONE 3en O BOR ET qes 3 t 12 E WTH FES D '" �`- ¢ e ' �~ -'-"�NOOSTU11 RBRZONEoOLv RP RAP PAD i� E�E�£ / 4 e fe (MIN.SIZE L 12.0 SE 60) RM=3865 PROPOSED NCRE E PAD FORT NV(OUT)=13466 V= 75 z% 1 \ TANK�FTCRSZEPAND SUBSURFACENAT L 18.0'.S=0005 ,'ram OP „ 'N IF IPINC TO BULDNG TO BE D 3e� (IN)CB4 135.00 3e� -. COORDINATE WTH MEP PROF PROPOSED UNDEFCR 13489R OF O ELE CTRC SFFV CE FAR PL ��w` (IN)DMH3'I35.10 \ CONSTRUCTION Oo'Bvw No 3841/ IN 1)'I34 T4 - BU LD zoNF v J DESIGN 3e eo ION GDR POIDED BI-AL 5ERVICE PIP ORDER IT 3e - PROPOSED FIRE STATION ,- w I HDPE ERIC GE ,\; 9,020±SF FOOTPRINT e'HOPE FODF DFA NncE LLJ� couECTo R �� U' SLAB ELEV 139 5 PA o DEF Of� wIH RP D. (MN.SZE L 5) " L 5D s PRY IF NV(END) 37 50 1 > U_ 200'R vER FRONT zONE NV(OU J 36 00ve W SPOUT 0 U L 150.0 S 0010 w CON (TIP) - O Lu ANN°° / WATER q9 oT ON 0 a< RM°P,32ED SE SCE PFGT 0 z� D PROP SERVICE CONNECTION O Q so'Bvw Now DM CoCoRO LINE SIZE TO I cc BULD—I CDS S70RMWAER °C / NSTALLAW ON ToOB ECIN Z Zp G 1 W CC NORTHDANCE WTN TOWN OF TREATMENTN T ' DO F DPW O cr N V(N)CBi d' O - REOUREMENTE — w TG'Bvw NO NV(N)CBz „ H d H B DRBZONo NVOUT, as w> A c 2 HOPE HEADERRIM-1 35 OF G w e Y3aeo _ fi ROOF DRAIN "� ♦ i WITH RP RAP PAD LJ PROPOSED FNV RE HYDRANT G t _ W 6') Z B HOER N6 vE NSTALLAT ON O NV o ATEO�� TO BE CbORD NATED!M TH THE TDWN OF \ IN( ) O wETLANO(Bv NORTH ANDOVER DPW PROF TO THE ° 90.0 S AP 0 5TAFT OF CONSTRUCTION O �ED c W : x P COMMUNICATIONS orvs cArvou BE ESTC WAFER Lu W O r POLE(NSALELF PR SERv E oNNECTON FNAL f coo _LOCAL S�RvcE PFDvoeR) \ � DNATED ` ZQ mZ PROTECT EM p( E \ NV NVEWF 0 BE DPW ofj jQ ON TO BE IN BDRETENTON B � ��p DESIGN LEVEL 00'RVER FRONT ZONE "^ a.e, 12 HDPE WTH P N S OU REME EF �,. 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NO MOM"o OEM VARTEV TO SEEK NINE 11E PLANE 'S E EL SHY F, ON LEVEL stow A E T IT L IT,'AND COMPONENT SHOULD BE GRAVELY SAND THAT MEETS ASTM 1'22 TH15 SHEET FF GIN S­I-L.OR 1E11 SIEE S IF PERCENT PA55ING 2 INCH Too 249,SOUTHLSTREET UNIT 1 FlMlIE GOT TO A DEPTH EF 3/4-INCH 10 ill TED,L,MAU,2,�)`CF2211 ALE 1FONLE11 HEEL BRING ROBF�11 F""T'A LNPP,A 1 HEI-IING-22 FAS 11 N /4-LOU IN 1EElIN1 A =M.A E E N N,TER 0 Do 11 41 HUMOOTIENJ 7� U 5 NO 20D C I TYPICAL MY F.,OTENT NN SENO rv° 11�"`��`U`F% N­INEI PLYN NO'A' 'HE TOPSOIL COMPONENT SHALL BE A SAND'LOSS,LOGIN'SAND ED TEITUME DETAILS UUIA'NC� LE 8 UUIA'NC� 'HE 111PI1T OUNPINENT Ill N ACCORDANCE SSTH 8 UUIA'NC� 8 UUIA'NC� LATENH NlEYT URUEUNE E BY_ AATBM UN BY_ AATBM U N I LN FAA PER ,DEL NE,(IEE IT T BE PROCESSED FROM'AD WASTE ID,DOC) BY- SINIVIUDN A A TTP,/ERWVV NASA GGV/DE1/1EI1ILE1E DlAE/LEAFNC S.LIENT CEMENT 1HALL SE TIES Fll PER 1ADDLE1 IN 1A`NK"N AND THIN THE COMPOST SHALL NOT CONTAIN BIOSOLIDS ITATE ONHAIY Y1lE HTTLE I Ol 11 11, E G` 5 ON-ITTE 501L MINING DIP PLACEMENT 5 NOT SATURATED -5.2 2 NHI ANI AUT1 FIC IIUDLE AIIEMILI 1HALL BAD PR "E YYAIO N 0 NUTNO N, INET FILL AP ALLOWED IF SOL A ON A TITEIT TO EN,N�EO,NT��HYLELYE�M WATER THN HOT" "VEP AND STORE SSTTNG A, 'AT AN TH EM EN,N�EON M THE E I, EN,N�EON M THE EM EL BY THE MANOO'HUSE, A N�"No T��HY LELZ RHE IND AT LI FIEJ EN,N, IN111TEELE-H OFIE11111IFT 111111101 lH�ETH SOL TO PREVENT SATO AT 'UNNI�IEL AT AT lH�E TH AT lH�E TH AT lH�E TH E(NFN'TAAYFPANHAFUTFNAFPNHS I DEMENTS FF LKEI TH I EF RK L TEST IS L TIE FEET L T1 AND.NI-NITSENTS AND,ONLI IF NECESSARY,AMEND MATURE BIEET A IF I LOCAL F IN F -N, -HER ITFNE TO CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH NATIKF­111OL KHR ISIN-',I AT L HK�F 10 LETE�I%Fl ­�,K�'REFIUESB AENITI sLTV JKTEF F U,I E NO A PLANTING SOIL TO BE COVERED WITH 2 TO 3 INCHES OF FINE-SHREDDED HARDWOOD MULCH STRAP-ON SEINER SADDLE INFILTRATION BASIN NIT T.GIALE I TYPICAL SECTION NETTA11PLE TA 1 EELFW UNIT 1OE I A ORETENNOT T BASINoETAIL TO SCALE 455.001 O O O O 5 O PATIO ARCHITECTS IEMERELEC DECON DECONBATH 2-a.vi it SBCCOCCIOS, 1zs 122 121 - Associates,Inc.FIT O 2 DAVROOM y v anode sand eaxao,5az]5 aKeeNCn n �3n GEAR n 11] anso 85 w - 120 U 326 SF KITCHEN NORTH ANDOVER � ° E � ® ® _ �,, WELLNESS 396SF STATION 3 O N LEC 118 m t a oN O 123 c o O is �I w - O - i eon TTL EMS 0 SCBA NG a B` 125 n osNK l * ,„e —O o i -- —LI8UNKIWGRK- -->h---- a a oa c RM w4a v - — Q 115 BIYNK 61NK-6 B��1NK-4 BUNK-3 ' U� 114 113 112 H gHALL 101 �' Turnpike-Route 114& L �1 JAN ' HALL Berry Street North o3e� APPARA S BAY O 107 Andover,MA 01845 103 - - - r - - - e -�r - -�- - 1 AVATIRV � 427 F 102 Revision Schedule $ BUNK-1 BUNK-2 Revs on - Lu4 y '- 109 110 �A - Number Revision Date U U VEST m , --Tp� --00_ A_ An_______� O O BATH 0 � �f � , 108 STOR 4 O I - a a is-o -e ia9eo a'-e O i9a-o a'-e i9 a- iz-o s- . 104 n'ii a T o a i � Mo Mo �pQF� 1 SHEET TITLE 1 St FLOOR PLAN FIRST FLOOR AREA 8,900 SF MEZZANINE AREA 1,100 SF TOTAL BUILDING AREA 10,000SF 0 15t FLOOR PLAN D­N BY A1 . 1 NOT FOR CONSTRUCTION SHEET OF ARCHITECTS Saccoccio& 5 Assoc fates,Inc.t NORTH ANDOVER STATION 3 oMv� oR m L SERVER W4 MECHANICAL I \ / MEZZANINE - Nod�u W4 ao M e,[t a 0 a a a oPe � �\ m 202 m E / \ - - - - - ---- - - - -T-�- Turnpike-Route 114& Berry Street North I I /v Andover,MA 01845 1 �6. ' Revisron s�neawe - - - - - - --�� - - Revision Number Revision Date 10-T NciwiloNSATaNe o— N MouN i i 0 e — - SHEET TITLE ' 41 MEZZANINE PLAN o O o o ° ° O ° 0 MEZZANINE PLAN D A1 .2 NOT FOR CONSTRUCTION —ET OF �IIIIII T.O.A 0"NT_ENNA _ 60 BUILDING MOUNTED COMMUNIGAT IONS TOWER WITYi ANTENNA— STANDING SEAM 1 2 3 4 5 6 METAL ROOF WIT" ARCHITECTS sNOWGUARDs OF RIDGE _ as—o° Saccoc�o& o � ° EAVE HEIGHT-A ALUMINUM GUTTERS WITH DOWNSPOUTS — 3 £ F Rboba�a�b o,9a2s I £ s MANAGEM D MANAGEMENT SEE CIVIL DWGS y v i1085 Rannvenue WATER ' EEE] to 40942797 NORTH ANDOVER o EAVE HEIGHT-B ROOF RIDGE 8-3 STATION 3 STANDING SEAMETAL ROF INSULATED METAL _. SNOW GOARDS WITH PANEL .... .1 ...... ......... ,-.` ° i i 1 COMPOSITE s a' CLAPBOARD SIDING FIRST FLOOR YI Di .f _ 0 WATER ACEDLADLE GMU 0'-0" \, DEPARTMENT SIGNAGE WATERTABLP BOLL4RDS NOT -.. .....CLAPBOARD SIDING.. - SHOWN FOR CLARITY 0 NEW- WEST ELEVATION Turnpike-Route 114& Berry Street North Andover,MA 01845 T.O.ANTENNA 1 — — — — — — —so' Revision Schedule i Revlson 1 Number Revision Date 1 ' 1 BUILDING MOUNTED COMMUNICATIONS TOWER WITH ANTENNA r Af STANDING SEAM _ E D � C B A METAL ROOF — — ROOF RIDGE n EAVE HEIGHT-A %V_ r 28 0 SHEET TITLE �F EXTERIOR EAVE HEIGHT B ELEVATIONS s^ C v 1 19 2 V COMPOSITE CLAPBOARD SIDING 10'M 0 EZZANINE �J - " vas r. INSULATED METALPANEL D-1 BY CHECOED BY DATE 07111021 _FIRST FLOOR n 0' 00" SPLIT-FACED CMU WATER LADLE A2. 1 0 NEW- NORTH ELEVATION NOT FOR CONSTRUCTION SHEET OF _ T.O.ANTENNA 60-0" BUILDING MOUNTEC COMMUNICATION5 TOWER WITH ANTENNA �� ARCHITECTS 6 5 4 3 2 1 t Saccoccio& 1 11 RooFR1DGE Associates,Inc. 34 0 - o- STANDING SEAM METAL anode sand Tazaoi 5azT5 1085 ROOF WITH 5Now GUARD5 Canso ]s NORTH ANDOVER _1 il , IF 1_ L3—L1!- : E! , 3_ AVEHEIGHg STATION 3 li 3 3 I s I E ..i.. t ....... i ,<s. ., ems..<<. .�.. ... .. a MEZZANINE OIL _ .. .. 10'-0 B s IN5ULATED METAL j �iea` 1_A1= PANEL — :£ ; LLJ - _ FIRST FLOOR _..CLAPBOARD 5IDING _. _. __.. __ _. ___ _... SPLIT-FACED AMU WATERTASLE Turnpike-Route 114& Berry Street North Andover,MA 01845 D NEW— EAST ELEVATION Revisi" Number Revision Date STANDING 5EAM METAL ROOF ROOF RIDGE 34'_0" G /IIIIjII EAVE HEIGHT A s �OF RIDGE e ,k; ROOF RIDGE c SHEET TITLE 1T'-47 coMPOS,HE 3 a j EXTERIOR CLAPBOARD SIDING ELEVATIONS LATED METAL PANE j Umb �FIRST FLOOR ., ,.� F- C\�v `0PYP0Xi'°`a rsaccocco.woassocwcs 0' 0"_ *xsoww�xo s.xEPvoP�urvo ucr oxw�.xour.xEwPvcss�a 5PUT-FADED AMU wv AM/NoBY rvoM.xEavHOGN.BER.Eo. 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ROOF RIDGE IT ROOF RIDGE Q�� � d 34'-0�[ 1-0 - - -34-0 SHEET TITLE SECTIONS _EASE HE I GHT-B n _ _EAVE HEIGHT-6 19'_2"V 19'_2" a ROOF RIDGEA SERVR 17 4 201 a � TOP PLATE c MEZZANINE n - ll 0" 10'-0" ADAB TH HALL BUNK-61 APPARATUS 119US BAY D CON 1105 3 114 K C N j i N cHEcl4=o ay. oATE 0]rzerz026 .11Ia - � m _FIRST FLOOR - FIRST FLOOR 71� 1 A3. 1 BUILDING SECTION 3 BUILDING SECTION 4 NOT FOR CONSTRUCTION SHEET OF