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HomeMy WebLinkAbout2017-04-18 Application Plans SPR 4 PERMIT DRAWINGS FOR ATHLETIC DISTRICT IMPROVEMENTS Merrimack Colle e OWNER: Merrimack College Nor315 1Ylareh ,2, 201 Turnpike street North Andovver, MA 01845 LIST OF DRAWINGS : MASTER PLAN OWNERS PROJECT MANAGER, EXISTING CONDITIONS PLANS Sv-1 EXISTING CONDITION PLAN OF LAND -- SHEET 1 Sv-2 EXISTING CONDITION PLAN OF LAND — SHEET 2 111Trident Trident Project Advisors& Development Croup,Inc. CIVIL DRAWINGS AND DETAILS 1551.9roadsxy Salem h7l 03079 C-1 LEGEND & GENERAL NOTES t , ' `� "' C-2.1 EROSION & SEDIMENTATION CONTROL PLAN �- SHEET 1 _ •�� �� LANDSCAPE ARCHITECT: C-2.2 EROSION & SEDIMENTATION CONTROL PLAN _ SHEET 2 Huntress Associates, Inc. �55�°"�� •. C-�3,1 SITE UTILITIES PLAN — SHEET 1 ��� � � .. ' =`�s � „•, C-3.2 SITE UTILITIES PLAN SHEET 2 17 Tewksbury Street t C-4.1 CIVIL DETAILS $= Andover, Massachusetts 01810 C-4.2 CIVIL DETAILS A f'S 3 978.470.8882 to tosc 1 TRACK & FIELD CONSTRUCTION L-1 LAYOUT & MATERIALS PLAN r CIVIL ENGINEER; L-2 GRADING & DRAINAGE PLAN �`�� L-3 VISITOR TERRACE ENLARGEMENT L-4 CONSTRUCTION DETAILS' L-5 CONSTRUCTION DETAILS � ` ®�°► L-6 CONSTRUCTION DETAILS "' ���� � ° � '� `�vhh L--7 CONSTRUCTION DETAILS L-8 CONSTRUCTION DETAILS L-9 HOME GRANDSTAND ENLARGEMENT PO a,.9151 L-10 CONCEPTUAL FIELDHOUSE PLAN & ELEVATION wetewx Mn9Z471 L---11 BASEBALL FIELD SITE IMPROVEMENTS b173tA1710 MARTONE MEJAIL FIELD L-12 LAYOUT & MATERIALS PLAN L-13 INFIELD ENLARGEMENT L-14 CONSTRUCTION DETAILS L-15 CONSTRUCTION DETAILS L-16 CONCEPTUAL BOARDWALK DETAILS 0 /It hb 101 Walnut Street PO Box 9151 Watertown,MA 02471 0- 617,924.1770 j. .9. /� ```I as Y:e�,µ,.me' �' .,W .•f.',s� r 'i H / %i�e ��~ r� 1, \\ Legend 0 DRAIN MANHOLE IR CATCH BASIN 0 SEWER MANHOLE 4 0 ELECTRIC MA HOLE CD TELEPHONE UNANHOM G MANHOLE 10 HHL) HAN)HOLE (g� WATER GATE 4) FIRE HYDRANT ------ 0 GAS GATE MI-mo W/LIW STREET SIGN TO ---------- 0 LIC41T POLE Eli UTIUTY POLE I c�-GUY GUY POLE WIRE MONITORII MET. FLOOD UOHr WELL MARSH IN IN F.F.E,45.27' FINISHED FLOOR ELEVATION G COULD Nor OPEN N10 Ig NFV No PIPES VISHII-E DYL DOUBLE YELLOW LINE K6 Witt DASHED MITE(THE SY1 SINGLE WHITE LINE 000 _A LANDSCAPED AREA xJ EDGE V PAVEMENT CONCRETE CURB VERTICAL GRANITE CURB ,4 SLOPED GRANITE EDGE 'ERM CURB WARD RAIL 0, CHAIN LINK FENCE DRAINAGE H E IT Record Owner SFWFR LINE OVERHEAD WRE UNDERGROUND ELECTRIC MERRIMACK COLLEGE T 7.-TELEPHONE(JOE 315 TURNPIKE STREE GAS ONE NORTH ANDOVER,VA WATER LINE STONE WALL TREE LINE 100-FT BUFFER ZONE Plan Refemuces IW�T RIVER FRONT AREA PLAN EmNTiED —Hoar,---'MCTRICAL SITE LAYOUT-POWER,9ERRMA0(COLLEGE- —MRk—200-FT NWA rRON7 AREA RESIDENCES'PREPARED BY LONMIJAWS,DATED JANUARYS,2015 e,6y UMj WA AhJUAL HIGH WATER LIVTT OF BANX N •— W. VEGETATED%tUND RMIDARY % PLAITS ENTITUD'DRAim,SVAER,WATEB,ELECTRIC AND GAS AS-BUILTS-Ji --V7 MERRIVACK COLLEGE PHASE I'PREPARED BY J.MASTERSON CONSTRUCTION, 7 1 DATED JANUARY 7,2016. General N*s ty 1 1) THE PROPERTY LINES S1101M ON THIS PLAN ARE BASED UPON AN ACTUA!,FIELD Athletic District A. vo 1" 11 SURYEY CONDUCTED,BY VANASSE HANI SRUSTUU.INC IN AUGUST,2013 AND FROM DEEDS AND PLANS Or RECORD. 315 Turnpike Street 2) THE EXISTING CONDITIONS SHOWN ON TINS PLAN ARE BASED UPON AN ACTUAL 0-NE-GROUND D INSTRUMENT SURVEY PERFORMED 13Y YANASSE HANGEN North Andover,Massachusetts N N BRUSUN,INC.aETMFN APRIL AND MARCH,20M fv 3) THE LOCATIONS OF EXISTING U%II UTILITIES SHOMN. ON T41S PLAN ARE °t , Y �'-'' 1 ' +��` J / 1 Ii �``, , \ BASED ON FIELD OBSERVATIONS AND INFORMATION CIF RECORD.THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON TIES PLAN. 13 ivk 4) HORIZONTAL DATUM IS EASED ON MASS, GRID SYSTEM, HAD 1983.ELEVATIONS SHOW ON THIS PLAN REFER TO RAVD CF 198& REYRESEN 5) THE TREE SYMBOL OUIURE SHOWN ON THIS PLAN DOES NOT T THE ------- ACTUAL TREE CANOPY, 6) THIS PLAN WAS COMPLETED WTHOUT THE BENEFIT TITLE C*MMI1VEN.. 7) THE WEELANDS SHOWN ON THIS PLAN HERE FLAMED BY Vflfl E"MOMENTAL March 2,2017 DEPARARTVE14T AND EIEUO SURVEYED BY NIB IN JANUARY.2016. Aa, v Existing Conditions L Al I AIV Plan of Land 40 0 40 80 SCALE IN FEET .............. MATCH LINE SEE SHEET SV2 42�00 0.I.,v RM L Sv h*.N- 11625.09 HA E > 00 0 MATCH LINE SEE SHEET SVI hb A 101 Waln6t Street 0; PO Box 9151 t. t Watertown,MA 02471 Ak 'e� � > 617.924.1770 Legend 0 DRAIN MANHOLE /It m CATCH BASIN ------ (S) Sn�ffl MANHOLE (D ELECTPJC MANHOLE 'D (D TELEPHONE MANHOLE 0 HHEI HAND HOLE LE 60 WATER GATE 6 FIRE HYDRANT NORTH ANDOVER 0 GALS LATE ANDUM SIGN BOLLARD STREET 0 LIGHT POLE ------- r a UTILITY POLE GUY POLE 7 GUYIAIRE MONITORING WELL )0- FLOOD UGHT --1-- ------------------- 0 WELL MARSH F.F.E-45.27' Iy ------- - - FINISHED FLOOR ELEVATION -- -------- si CNO COULD NOT OPEN MPY NO PIPES VISIDU DY1r COUPLE YELLOW LINE OWL BASHED MiIM LINE SA &NDLE WHITE LINE 1-6 i 7, LSA LANDSCAPED AREA EDGE OF PA"FNT CONII CURB x_ — VERTICAL GRANITE CURB A SLOPED GRANITE EDGE BITUMINOUS BERM BITUMINOUS CURB GUARD RAIL CHAIN LINK FENCE DRAINAGE LINE SEWER LINE OVERHEAD WRE: UNDERGROUND ELECTRIC TELEPHONE LINE GAS LANE WATER LINE STONE WALL TREE LINE r-FT OLBTLR 20NE f 00 _J(OA_ -FT RIVER FRONT AREA —2WIA—200-FT RIVER FRONT AREA t. DWI"ANNUAL HIGH WATER LIVIT OF BANK T VEGETATED WENANO BOUNDARY ------------ I"CL 1W -1-------- -- Athletic District --------- 315 Turnpike Street North Andover,Massachusetts A111 PLAN ENTITLED'LLECIPICAL SGE LAYOUT-POWER,MERIU%LACK COLLEGE- MER&9ACK COLLEGE o RESDENCES'FREPAREO BY LONII DATED JANUARY 5,205 315 TURNPIKE STREET Plan References Record Owner 1L NORTH ANDOVER,MA PwIs ENTITLED'CRAM,SEVER,WATER,ELECTRIC AND OAS AS-GUILTS- WER[INACK COLLEGE PHASE I'PREPARED BY L MASTERSON CONSTRUCTION, LAHO JANUARY 7,2016. ------ General Notes IH 1) THE PROPERTY ONES SHOWN Off THIS PLAN ARE BASED UPON AN ACTUAL FIELD SURVEY CONOUI BY VANASSE HANOLN BI INC.11 AUGUST,2013 AMC 40 0 40 DO March 2�2DI7 FROM DEEDS AND PLANS OF RECORD, 2) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL SCALE IN FEET ON-THE-GROUND 145PIUMENT SURVEY PERFORMED BY VANASSE RANI BRUSHJM,INC.BETWEEN APRIL AND MARCH,2016. 3) THE:LOCATIONS OF EXISTING UNDERGROUND UWTiES SHOWN ON THIS PLAN ARE Existing Conditions k WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED IHAT ALL BASED ON R D OBSERVATIONS&40 INFORMATION OF RECORD, THEY ARE NOT :Plan of Land o UNDERGROUND UTII ON OTHER STRUCTURES ARE SHOWN ON THIS PLAN. di 4) HORIZONTAL DATUM IS BASED ON MASS. GRID SYSTEM, MAD 1183, ELEVANDNS SHORN ON HIS PLAN REFER TO NAVID OF 1988. 5) ME TREE SYMBOL OUTLINE. SHOIAN ON THIS PLAN DOES NOT REPRESENT THE ACTUAL TREE CANOPY. 251 rv !1 6) THIS PLAN WAS COMPLETED WITHOUT THE VENEFIT TITLE COMMITMENT, 7) THE WETLANDS SHOWY ON THIS PLAN WERE FLAGGED BY VHB FINROMENTAL Sv-2DLPARARWBT AND FIELD SURVEYED BY VRB N JANUARY,2016. 11625.09 \\�rol;olol\wol-LD\Ise25.lz\soaVa\rinasel\Hs25,12--Lc.aa i" { Legend Abbreviations Notes Exist. Prop. Exist- Prop. General General DemGlltion �1F Associates, `i---- PROPERTY FINE " L,: CONCpfIF ABAN ABANDON 1. CO`JTRACTGR SHALL NOMY'D'G-SAFE'¢ABB-344-n33)AT LEA5T72 NC1Up56EFGR£FXCAVATLNG 1, CC4'{7PACT'ORSHALLREM.OVEANOIASPOSE OF&GSTURG MANMADE SURFACE FLATURESWIRUN THE Hun`k re Ss Assn ates,lice, H£AVYOUTYPAVEMENT ACR ACCE551RLECURB RAMP WCT OF WORK INCLUDING BURDINGS STRICNF35,4AVLM UHT,SLABS,NKMGG FENCES,UTILITY PROJECT LIMN LINE0 2 CONTRACTOR SIML LERLSPONYBLE FOR ME SECURITY AND JOB SAFETY.CONSTRUCTONACNViREi POLES,S'GNS ETC UNLESS INDICATED OTHERWISE ON THE DRAWINGS.RE{VOVEAIID DISPOSE OF C.aTLEscape ArchlLeclure&Land YianniBg RIGHT-OF-WAYIPAO Y PER LINE :..',I] BUILDINGS AD) ADIUST SMALL BE IN ACCOROANCEWITH OSHA STANDARDS AND LOCAL REQUIREMENTS F]75TLyG UI➢SI1ES f0UNDATIONSANO UNSITIABLE MATEIAL 6SWAIH ARDrOR A DISTANCE OF 10 FLEE BEYOND THE PROPOSED BLAOJNG FOOTPRINT INCLUDING EXTERIOR COLUMNS, `K' WRAP APPPOk APPROXIUATE 3, ACCESSIBLE ROUIE£PAR11UlG SPACES,KAMPS,SIDBVALJ(SANDWALKVIAYS 51RAIL BE CON5TRUCTED 17 TM,1Lbary Street EASEMENT �JSL"�J 6�df2A:J IN CONIORTAANCE KITH THE FEDERAL AM MCANS WITH DISALITTR5 ACT AND IAIH SEAT F AND 2 EXISTING UTRREES SHALL BE TERMINATED,UNLESS OTHEKWLS E NOTE D,IN CONfORMANCEWTM Andover,;tifassaBhuset(s8E830 BUBOM(ISFIR CK CONSTRUCTION ENTRANCE on BITY'ANIOUS LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE SIRINGEFH- LOCAL,STATE AND INDIVIDUAL UTPIT}'COMPANY STANDARD SPECIFICATIONS AND D{TAnS THE _ CONTRACTOR SFXLCOOROINATE UHIMSEFNRCE DISCONNECTS WITH THE OnGrY 9784708882 BA%97847DB690 PARKING SETBACK ITS BOTTOM Of SLOPE 4- AREAS DISTURBED DURING CONSTRUCTION ANONOT RESTORED IVHH LKIPERVIOU$SURFACES REPRESENTATNE$. Ic:co 0 6O %!_N I'� 27M T6R TOP OFCURB ELEVATION 10LAMS,PAVEMNNTSv WAIAS ETC)SHALL RECEIVE 12-INCHES LOAM AND SEED. BASELINE BSS'LL NI 3. COMMCTORSILOISPOSEOFDEF,'OUIIONOEBA3SINACCOR➢ANCEVATHAPPUCABLEFEDERL 15 r.;V FIBS N. BOTTOM OFN BROKEN VllnfE lAl1E UNB HE RB ELEVATION 5, W1rFGN ME LIMNS OF TH"MOLNG FOOTPRINT,THES CONTRACTOR SHALL PERFORM STATEAND LOCAL REGULATIONS ORDINANCES AND STARRFS E ' CONSTRUCTION LAYOUT EARTHWORK OPERATIONS RfQULRED UP TO SUBGRADE ELEVATIONS. t�_i.x ISLTR ME ELEVATION CON[ CONCRETE 4 THEDEMIOIIl10N LIMITS DEPICTED IN THE PLANS ISINTENDED TO AID THECONTRACTOR DURING THE = ^^^-- _-^-- ZONING UNE q4,1 f>y LSO J'Rx b. WORx WTTNIN THE LOCAL RIGHTSOF-WAY SHALL CONFORM TO LOCAL IMUMCUALSfNInARDS, BIDDNGAND CONSTRUCTIN PROCESS AND IS h'OTnJTEdDED-fO DEPICT EACH AND EVERY ELEMENT --- TOWM NNE 3Nf a,' BETS b1' TOP&BOTTOM OF WALL ELEVATION DYCL DCUBLEYELLOWCEMMULiE WORT{WITHIN STATE RIGHTS-OF-WAYSHALL CONFORM TO THE LATEST EOMON OF THE STATE OF DEMOUHON THE CONTRACTOR IS RESPONSIBLE FOR IDE NITYING THE DErMID$COPE OF A his. A HGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND GAJOGF$. DDJALRION BEFORE SUBM IRNG RE VDIPROPOSAL TO PERFORM THE WORK AND SHALL MAVE NO -� . V 41 BORING LOCATION EL ELEVATION CLAIMS AND SEIX NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS ORUNFORMEN OR ✓0,\ ---�� ----- UMROf D6TURSANCE QS TFSI FIT LOCATION ELEV ELEVATION 7. UFONAVIAROOF CONTRACT,CONTRACIORSHALI MAKE NECESSARYCGNS1AvCnQN NOTIFICATIONS LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DUFJNG EXECUTION OF THE RNDAPPLY FOR AND OBTAIN NECESSARY PER=PAY EECS,AND P05T BONDS ASSOCIATED WITH WORK. �^ 1VETIAND UJIMITL TAG Q"r QV0. MONTTORANGWRL THEWORKINDICATEDONTHE DRAWINGS IN THESPECIFICAUONS,ANOM THECONTRACT *' EAST £MSHNG OOWIRINYS.DO NOT CLOSE OROBSTR1ILT ROADWAYS,SIDEWALKS.NNDFIREHYDRAFRS,RVITIOUT 5. UNLESS OTHERWISE SPECIFICALLY pROWTDED ON THE PLANS CC N THE SMCIHGRONS,THE ENGINEER �� i -- '-"� ROODPMN APPROPRTAIE PERNIRS HASNOT PREPARED DESIGNS FORAND SHALL HAVE NO RESPOUSIBILRY FORTHFPAESSNCE �.B�., _ gyp— FDN FOUNDATION UN IDEROAAUJ DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,T04C WASTES OR BORnfRI:G LAUD SVBIECF Ira- N'D� a TRAFFIC SLGNAGE AND PAVEMENT LIARSINNGSSHALLCONFOAM TO THE MANUALOF INFORM POLLITANTSAT THE PPOPICTSRE THE ENGINEER SHALL NOT BE RESPONSIBIE WA ANY CLAMS OF FLOODING �_•- DAAN FREE MST ROOK ELNATiON TRAFFIC CONTROL DEVICES. LOSS,DAMAGE WENSCDELAY,INJURY OR DEATH ARISING FROM THE PRESENCE Of HAZARDOUS 301 WdM Sveel Vall.kNO BUFFER ZONE ---&'xJ 6, ROOFORAW GRAN CA4NIIE MATERIAL AND CONTRACTOR SRKLLN➢EMNIFY AND HOLD HARMLESS THEEENGRNEEA FROM ANY POZO"ISL A M(ES O UTSDL THE GMRS OF PROPOSED WORK WMAEED BY THE CONIRACTOR'S OPERATIONS CLAIMS MADEIIECOtINECRONTHEREVY".MOREOVER THE ENGINEERSHALLHAVE NY3 Wa'lrtamY MA 024T1 �-- NO{XSNR62ONE �_47'S� •---IYB--- SEWER SFUILBE ADMINISTRATIVE THE ORIMIAL CONDITION AT THE CONIRACTORs ADMINISTRATIVESfRATIVE OBUGATION50F YR ANYMEIH RFGARDTOANYCOMRACIORAMENDIAEM ry ry Gf0 GPAOE70 bRK11J EXPENSE INVOLVING TIn ISSUES OF PRESENCE DISCOVERY.REMOVAL ABATEMENT OR DISPOSAL OF ASBESTOS 6i9Una 200'RIVEJGRONYARFA •- FORCE 1•VW{ LA LANDSCAPE AAF4 OR0TITER HAZARDOUS MATERIALS ]Q I{THE EVENT THAT SUSPECIEOCDNNTAMiNATFO SON,GROUNoWATER AND oTHLR iUtDNAARE OVFRHEA04YTRE ENCOUNTERED OUPING EXCAVATION ANDCONSIRUCTION ACIIYNIES BASED ON VISUALOIFACTORY, LOD UWr OF WSTURSANCE GROTH(AEVIDPIJCET{ECOMRAC70RShIALLSTOPWORKINITHENCINTYOfEHESUSPECf Erosion Control - -- ----- GpAYEI ROAD r-�,;_ ..�.�..b}q�. WATER IMATEfFNLA TD AVOID FIIR fASPRLkDNGOFTliEMATUVJA AND$FIALLN071FYTIIEOSVIM EDGEOFPAVEMENI _...._{•rP-__ ----4TP— N{AX NIAIUI(UK1 Ih��DIATELY SO IHATTHEAPPROPRLATETESTAJG AND SUBSEQUENT ACTION CAN BEIMIN, 1. PFOORTO STARTING ANYOTHERWORKON THE SEEK THE C04TPAC70R SHALL NOTIFY APPROPRIATE FTAE PFATECTION AGENC2E5 AND SHAMNSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS ' BIIIfNJNOUS BERM -2'0N— DOMESTIC WATER RAN iLRN1MUNA 11, CONTRACTOR SHALL PPIVE14T DUST,SEWMENT,AND DEBRIS FROM MING THE SRE AND SHALL BE EDENIITUDIN FEDLRAE STATE AND LOCAL APPROVAL DOCUMENTS PERTAINING TORTS PROTECT. PY0�0GL: NIC NOT IN CONTRACT - RESPCNJSMLE EORQLANLIR REPAIRS AND CORRECTIVE ACTION I£SUCH OCCURS. - BINMIHOUSCURB ,f. G GAS DAMAGE 2 CONTRACTOR AND MAINTAIN EROSION URES WEDILY SIS MERRIMACK NIS12 ADDRIORL.COST OWNEONSiRUCHONLOADS SHALLBE REPPBLED BY THE CONTRACTORAT MO CONTRACTOR SHALL ADDRESS ANDMiINNNAWiFTEMS wri PLAN(54V-fouitH ...-..._.�.. CONCRETE CURE —:;— E— SIML PER MIGRATED SCALE RDDHtt1lM COST TO OWNER CONfMCTGRSHAL Of INSPECINON.CONTRACTOR RACT RSHALLEPOPEANSI MN SE OF SEDIMENT E IMENTSUCHTHAT'IT DOES NO HOURS COLLEGE —571— SYFAh! P{nF PTA(ORA7ED 33,CONTRACTOR SHALL CONTROLSTGRTAWA7EA RUNOFF DUPoNO CONmluC110N TO PADEJTADVERSE ENCUMBEROTHER DRACJAGC STRUCTURES AND PRRLY OTECTED AAREAM.iT NCF{TIL4TRLKIES NOT rr. - .+ FT.. fXNLV0E0 CONCRETE CURB ---I- —T---- TELEPHONE PROP PROPOSED DFYACTSTODFFSREARFAS,ANOSHALt EEAESPONSI&tETORLPA!RRrSULTB{GDAMAGES.MANY,AT - 12pC05TTOCNnNEA. 3. CONTRACTORSHALL BF FULLY RESPONSBLE 70 CONTROL CON$TRVCnON SUCH 7HAr _ Ems_ 3aC - NONONTIIC CON'[REfENRe ----F�----- ----M--- FD{E ALARM - pEh{ REMOVE F G ASWHE 14. THIS PROJECT OISTURGS MCFETHAN ONE ACREOF LAND AND FALLS%VITHIN TINE NPOfS SEDIMENTATION IS CAUSED BY WATER WWU,OR DTBi_CT DEPOSIT. , EN£R SUCH PRECAST CONC.CURS —CITY— CABFEN CO;ISTRUCRON GENERAL PERMIT(CGP)PROGRAM AND EPAJUWSDJCTON.PRIONTOTHESTARTOF _w PER RETAIN CONSTRUCTION CONFRACTITRJS TO FILE ACGP NOMEODfEM VJIT{THE EPA AND PREPARE A A CONIRACTORSHALL PRAfORMCONSTRUCTION SEQLUMG SUCHTHATFANR{MATEPJALS ARE ..._. SLAPL➢OARED EDGING STOR7MWATEAPGLLUT10N PRNENTION PLAN IN ACCORAANCEM11 THE NPOES REGU3ATONS EXPOSED rORAMJCMWAOFTNir DEFCM7HYARECOVERMSEEDEO,OROiHUWISESTABRJZED yERT,GMN.NPB `1 a CATCH BASIN RftD RRMOVEAnnDISPOSE CONTRACTOR SHALL CONFIRM]HECA MH1S ALSO FREOA NOTICE OFURREN7VAIN THE EPA TOPREVEFTEROWN. North Andover,Massachusetts -.+ in DOUBLE CATCH BAST{ MIT REildJEAHD LESET S. UPON COMPLETION OFCCNSTRICIONAND ESTASMHKIEROFPRU.IAIIEMCGWU:4DCOVEP LIMIT OF CURB TYFE Ut HIGS COMPACPOR SHALL RELTOVE ARID DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SED'JAENT ----- GV SAWCUi " r YI ER INLET $Vhi SOLID LSYIfE EDGE FINE AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSr1115 , :� • DRAIN MANHOLE 1. THE IOCATIONS,SIZES,AND TYPESOf EXJSTWG UTRNIES ARE SHOWN AS ANAPPROMMATE _ `k SWLL SOLID WHITE LANE UNE REPAPSENTATON ONLY.THE OWNER On R'S REPRISEMATEIRS)HAVE NOT INDEPEJDENNYVFFJHED - {� =C^ TRENCH DRAM TWSWFORMATION AS SHOWN ON THE PLANS.THE WILMINFORMARON SHOWN DOES NOT FadsllDy Condition Information �raaing Title BUILDING r IS TOPOF SLOP£ _ GUARANTEE THE ACTUAL EXISTENCE.SERVICEA&4ITY,OR OTHER,DATACONCERNTNG THE UTILITIES, L PHNIORCAP NOR OMIT GUARANTEE AGAINST THE HOSSN&M1TY THAT ADDMONALVMMES MAY BE PMENE BASEFLAIE THE PROPERTY LLtiLSSHOkNN WERE DETERMINED BY AN ACTUAL HELD SURVEY CONDUCTED )IIN BUELDL%ENTRANCE �Ln CL[AhOIN TYR DTICAL THAT ARE NOT SHOWN ON TIE PLAN&PRIOR TO ORDERING MATERIALS AND BEGINNING BY VANASS E HANGE•YORUSTi1N,INC IN AUGSUS.2013 AND FROM DEEDS AND PLANS OF RDLOM �(€0 LOADING DOCK CONSIFUCTTON,THE CONTRACTOR SHAH VENFY AND DETERMINE TH E ENACT LOCAHOPN-,SIZE-,AND TNEDGSRNGCONOITEONSARE BASSO UPON AN ACTUAL ON-THE-GROUND INSTRUMENT SURVEY Athletic District T ► FLARED END SECTION futility ILEVATIONS OF THE POINTS OFCONNECRONS TO EXISTING UTRIZES AND,SHALL CONFIRM THAT PUUORMEDBYVANASSEHANGV46RUSTIN,NCINFEB2017.LOCATJONSOFIXISTM ROILARO I YHEREARE NO INTERFERENCES WITH EXISTING UTJIITIES AN DTIIE PAOTOSEO Urnny ROURS, UNDERGROUND UTILITIES ARE BASED ON FIELD OBSERVATIONS AND tLOORMA7M}N OF RECORD. DUNAPSTFR PAD HFADRJAiL CIS WIN CATCH LNCL{RN ED YJETI NGROUTISMIANTHEPUBLICRIGHTSOFWAY, Legend and Notes )pI Qp ADNEATIOHOF THE ANDS ANO FU4CFNENT OFTNF FLAGS WAS P£RFORME061: W YHB CIAP CORMGATED NERALPIPE 2. 117{EREANS IRINGDIFFER FROM THOSE SES O TO WNSUC THICTAT T THTHE M&CCOSED NOTTLE R.OREXTED NIGAS LAAVARYSOId r SIGN CI ♦ SRVER LIANHOIE DITENDDTKI.FERFRONI 7NVATIOOWN SIZE OF THE EWORKCALBE AC COMPLY DE AS �- DOUBLE SGN LYTINITNOUT RAYUYAHECOEI ELEVACTO AND TE HE INFORMRIONFURLHEDIN ="Gi RO TH 1NE0 B.FLAGS NIARIGNGTHEW'EItANIDS INNERS LOCATED 6T VII6,FIROSVRVEY,FLBRUARY2D36 CO CUANouT OWRtRSkELAYBYT{ECOORDIEORANTIONOFTHEcoONFURNDCONTACtOkSTOT[{E Permit Drawings CURD STOP&SOX OWRlER'$REPRESFMARvf FOR DIE RESOLUTION OF 1HLCOM1`FICT AND[ONTRACfOR'S FARURE TO 2 TOfOGMPNY:ELEVATIONS ME OAS[U ON NAVEJ OF t98R. =i LPG WATER VALVE DCB DOUBLE CATCH BASIN NOTIFY PMA TO PERFORMING ADDITIONAL VJORK PRFASES OrYNER FROM OBLIGATIONS FUR ---.—,� STERGUAMPLAIL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RE SOLVE THE CONFLICT. 3. GEOTECFRI[M DATAINCLUDING TEST PR AND BORING LOCATIONS AND ELEVATIONS WERE I5" DMH DRAIN MANHOLE OBTAINED FAOM'GEOTECHNECALINVESHGARON REPORT:PROPOSED TPACK AND HEIOMEARISACK ------- WOOD GVAADRAA --• -- TAPPING SLEEVE VALVE PC BOY 3. SUCATCH BASIN KIA ANDWaRT50F SERVERS,DRAINS,AND OHCHES W ACCOADAN'CE;VITH COLLEGE ENORTH ANDOVE.MASSACHUSET$^BY 13HI{TURNER CONSULTING INC_DATED KMY 26,, ' y' S74NMESECONNECRON OP CASTIRON PIPE ELEVATIONS ONIHEGRADDNGAND UIl1TYPLANS 7016 H1 HR ---- ppH{ "? FOIE HYDRANT CDND (ONpITIT 4. AM ANGIEVATIOHSFOR DAMN AND SEWER MANHAND OTHER SVALVEEOYEIL-,GAS GA7IM TE[140 _ --'-"- Y.IF N SMtt EEPHONEPUtI GORES,AND AlANNOLES,ANFD Q7HER SUCHHEMS ARE APPROXIMATE ANND Da[UTRERI Use JYYYI/�ti TREELIKE � O WATER NIR£A DIP DUCTILE TROry PIPE $HALL BE SEf/RESETAS FOLLOWS - WIRE FENCf L'J1 POST LYDICATOR WAIVE FES FLARED END SECTION I. THESE PLANSANDCORAE$MhMGCADDDMMENTSAMV4STRUfAUnSOPPROFENSIONAL rf A.PAVEMENTS AND CONCRETE SURFACES:FLUSH SERVICE,AND SHALL NOT BE LIED,IN WHOLE OR EN PART,FORANY PURPOSE OTHER THAN FOR U © WATER VTRL LVFBCHIT WAS CREATED THE EXPRESSER,W'WTFN CONSENFCF VH&ANY UNAUHIORZED FENCE FM FORCE MAIN II ALL SURFACES ALONG ACCE55IBLCROUTESi FLUSH USEREUSE,MOONCATIO14 OR AfTERAMN,INCLUDING AUTOMATED CONVERSION OF THIS ' v - - STOCKADE FENCE - GAS GATE DOCUMENTSHALLBEAT THE USFR'SSOLERJSKVANOlff WIBRHVOR HGAL EXPOSURE To WHO. ti D F&G FPAMEANDGRAit CLANOSEAPE LOAM AND SEED,AND OTHER EARTi SURFACE AREAS:ONEJNCHADOVE - x..x y ooc x� STON'E WALL b o �M� SURROUNDING MAANO TAPER EARTH T07HE RPM DEVATTON. Z LONERACTOR MUGL NOTRELYSOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECFICATONS,AND - F&C FRAME AND COVER DATAFRRS THATARE OBTAMED=.4 THE DESIGNERS BUT SHALL VERIFY MARION OF PROJECT Tµ0F4EEg ^ RETAINN6WALU. S. THE LOCATLON,SIZK DEPTH ARID SPECIFICATIONS FOR CONSTRUCTION OF PROP05FD PRIVATE UTILITY TfANURES INACC0AGANCEVfiH{THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS IVAT ARC T 4? ♦ELLv RfCTRC1:ANHOLE GI GLITTER INLET SERVICES SHALL BE INSTALLED ACCORDING TO THE REQIMEMENTS PWWDFO B'Y,ANDAPPROVED BY, SUPFUED AS PARTOF THE CONTRACT DOCUMENTS & - -----.••---• STREAM/POND IWAIERCOURSE Pr ED THE RESPECTIVE UTILITYCOMPANY{GAS,TREPTIONI;ELECTRIC,FIRE ALARM.ETC)_FILM DESIGN $ 3EPFREY W. .t ELECTRIC I.IETER aGREASE TRAP LOADS AND LOCATION STDBECOOMINAT{D WITH ONNERANJD ARCHFTECT. 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES AREGRAPIL'C REPRESENTATIONS AND ARE NOT NOETTERHZ DETENTION N.SIN 44ECESSMLY SCALED TO THERAf.Tl1AL£riMENsIONS OR LOCATIONS ON TIE DMWINGS Pie n • LIGHT POLE HDPE KOH DENSITY POLYETHYLENE PIPE I CONTRACTOR SHALL MAKEA[UWNGEMOJIS rORANDSHAU.FE RESPONSIBLE FOR PAYING FEES FOR COUTRACTORSHAILAEFER 70 THE DETAIL SHEET DIMENS N MAN i Na 50515a lUIY CALLS SU DUI. UAOUTOFS'EPROJERE,SHOP 9 e ry -- POLE RELOCATIONANDAN AND OTHEfOA1HEALTTLITIE0NAN0ER AD;USTMENT FOR PILECIM ERFORMED OR BY MTUPI SAND ETRDN,1ElSURFMENIT50F5UPFl3E0 PRODUCTS FOR LAYOUT OF THE PROJECT 'PO PGNBE BP p4' 5 ->:---- —)f— SILT FEI{E U/ • TREFHONEIMAIJHOIE HH IWNpH01£ MANNA AND ANYOTHFA PAMAiE IITnmE[LVFfETNFR SL'OAKL$PFAFORMED BY COMPACTORORY TCATUAFS. FS'ToNALENG, THE UTRLTLESCOMPAHY. STILT SOCKI S7RAWWATLE [fl TRANSFORMER PAD HIT 1{WWALL a 7. UT2UIY PIPE MATERIALS SHALL BE AS FOLIOW3,UNUE550T{ERWISE NOTED ON THE PLAN: � y=„ + L{YD 1{YDRANT —4— L�Bh'ORCONFDUR T' UTILITY POLE A.WATER PIPES SHALL bE DUCTnE MOM `-i.1-- •••^--•20^^-•- AUWRCON7DUft r>- R- N4 INVERT ELEVATIONGUY POLE E$0.f1TTARYSDVER PJPES51{MLBE pOLYVWYLCHLORIDE(Fy'p SEWER PIPE b 1 1- A GUYWSRE&ANCHOR 1- UMFITELEVARON /� (� /`1 /�y� CJ 10 PARONGCOUNT pR LP LIGHTPOIE C STORM DIWNAGE PIPES SHALL BEHOPE Not for Construction CIO COMPACT PARKING STALLS nl q I4AND HOLE n.P9EpNSTALLATION AND MATERIALS SHALL COMPLYWTIH THE STATE PLUMBING CODE WHERE T4 o GY fin— ` [� PULL BOX MES LAETALENDSECTON APPLICABLECO,'4TPACTOR SHALL COORDINATE WITS LOCAL PLUMEINGINSPECTOR PRIORTO .--.--.- OOUBLEYELLOWLINE BEGNFRNG WDRIC _ S. RWV PAVED WATERWAY s STOP ONE -�fltd d-- MATCHTNE & LONTRACTOA$HALICOORDINAIEVJIIH RECrRUCALCOtMPk TORANDSHAtLFURM5H EXCAVATION, 1 PVC POLSVNYINLORMEPIPE NSTAtLATION,ANO MaiaL OF ELECTRICAL FURNISHED StIMORK RELATED ITEMS SUCH AS FULL RevlS{cn Pats, fI{I'll}I!I IIIjII II I{I) CROSS yAIk BOXES,CONDUITS,DUCTBANK$LIGHT POLE RASES,AND CONCRETE PADS.SITECONTRACTOASHALL Fri POSTINDICATOR VALVE rURNI$H CONCRETE ENCASERIENTOF DUCT BANS U REQUIRED BY THE UTILITY COMPANYANGAS i� � ACCESSIBLE FIFE CAME INDICATED ON THE ORMINGS. € RCP RENFORCEO CONCRETE PIPE L L� ACCE57BlE PARKNG 9, CONTRACTOR SHALL EXCAVATE AND BACKJALTR£h'CITES FOR GAS IN ACCORDANCE WITH GAS ; 1:+ VAN-ACCESSIHLEPARKING Re ROM ELEVATION CoMPANYS REQUlREKiWns SUN SRNTR MAN1401C 10.AIL DRAINAGE AND SANITARYSrFULMILE INTERIOR DIAM177CPS(4'NIN)SIML BE DEIERKIINEDBY THE NMANUFAMIJER BASED ON THE HPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL. T$V TAPPING51ENEVAIVEATICGOX MUNICIPAL STANDARDS.FORMANHOLES THATARE 201EEE N DEPTH AND GREATER,THE MIM44JM DIAMETER SHALL 6£S FEET. UG UNDERGROUND X UP Ur]i3LY POLE a Scala I'vgp' C2ra'>♦146J NO. boie< 5,211 ' .lab, IIb25,12 C�l nF Flle: 11625.12-1-6 o Checked. / F� L 'n F "_°`,--.,------.__---' —_ � ' l � ^ � � : � � , m k g e x g � � � H -t-ess Associates,Inc. Landscape ArchUMure Land Planning L ZIAO MERPJMACK COLLEGE sett- f North Andover,Massachu I IV Athletic District Permit Drawings Erosion and Sedimentation 04 Dfmns TO SF ITRUP-0 0 Control Plan OF MIL A DRAM I. Not for Construction BATH— S Liu 1.0 V. -111 V. PT , vMATCHLINE � * Al' UMIT or WORK(TYP) x, 'Ro7EC WN ------- s .,F.fri/% ��+ 'f��-.�r✓, TREEPROTECTION Huntress Associates,Inc. Landscape Arehittcture Land PlannIng 17Tc1vhsbur7Str"l —F UTONROAD Andover,Nfamqhuset(s 01810 978 470 81382 FXX 978 470 8890 MATCHLINE a �j SEE SHEET 1 21 ----------------- vhb P02.015i 'r V1. NORTH ANDOVER 617.920.1770 ANDOVER N, Project, SILTSAC� 23ww Legend MERRIMACK A sLT F"OE 4 Z.-- ------ KAY UAUS COLLEGE WSACK GEOMW TRAP J, fIr - -- - -- - y7'A General Notes. North Andover,Massachusetts THEMO➢OSEDD]IMIAGE Ah-I)SMIASYSTEWDESIM WERTO-L-SMES AssuaA v!m cANKur AUR DOES NurO"V�f(ALL AOA KqLWmFNffS HAVE Hmmu, 0 '1h Athletic District 4 tj. Permit Drawings Erosion and Sedimentation EROSION CONTROL UARFNEI?(TYP) Control Plan -------- SUSACK(TYP) 41 —zz1 0' MT ------ Not for Construction ERMN MIMI. is BARRIER(TYP) IS 24oz 1*02 Jo�' C-2.2 File. 11625.12-85C fi ------ clroxnl [>T of Checked: -"KIr ML 7 QA 0 20 40 80 Feet \\+fin\yro]\Nol-LD\st$z53P\c°a\rd\frmsel\1rG]s,12-u Lang voL�- �' ` ` � '�- - ti�:a"`Pus r 7 Huntt'ess Associntes,XIIC. •. pccnc lST LandreapeArchltect+are&Land P]aonLag � tG,�:: :1 , �..-^! � J .� 0•Y t C(}`..-=1422} - ,` 17 TctrkSbuwy scree, _ �--' _ hlassathuse31s � � Andover, 018LO.� � 97B 410 8882 FAX 918 410 8990 lh,Nr _� �TXS hbYc/ / L1MI OF WO�R�K 11 i 1.•-"'• ' 2302 `SS'0 /y Y /'/,� 4,�.3�f 72121T _ J �i��I —` `• 3� - �/�'i"�� `s � 'f� •.b� r I r,�• � - �i ,.,.. ���`� r lol wo-csa,bel x 9 t, �I as 1./_ � Imo' ,y, %� �� \` � ��.\`� � ,rr"• .���� �Vyi9 P0Ba0151 1 / I-"I 50 ` �. /! °�• �I� -J'''{ �° ° \� 0-L� r`�° Vraten°An NIA07d]1 Fi, an;<:`\ 1 � � , •�,�' 1 i'�-'=! � �'�°\ �\ �°\ \ x' ° 617s74s770 `;=' � trwarex f i' s2 vl dV i ice/ °�� w ° �',.` •r2V9 fo-109 f' ' 1a't0.� �/ ,.ff m .w _ \(b rso v ���i'� %� °•_ \ a .\ °\ -•0 1 q Pra�act: o MERRIMACK //�//�/ //e//l� �i}. ij�i61C� � ���Zs•j ' t uc c.,`i� � „ I o�°� �_ 7° �c�� ° •`°° f��'{-Ft('i r %/_� �REbV � "/� I s r �,i. � I.1 i -.r,;'i'•p:•.• 'O F'ID .° �°- ��\...���hhd o`\ C\ �, �� r , COLLEGE „ R_i I' ./�° '/�fl J� �3t1 _ rr{ .+✓e �'y ¢ 4 �(,� {REF€Jt 0 LA PUOR INALSa\ °� e•\° ° \� ° ' 1. r�'t-j'T.° ' - �� o t IFlu';§U s \ ° •° 7f \ uwT of WORK(TV) ° .nN=2 :0� f 1 North Andover,Massachusetts SBDS is `Js`:�',� RcL, >S'u�,�„ € 1 �G `•° t�o '•° °•� °_ _o'? � 1 f � r f � f i:s�z�ar �` � �`...-° 1<c� �V�L.� ri. !y �i �, e_ ° ` � ° 9� � 1 J r �:° ! J r 4 It-Ile 1 0 � t7ro>•a�g nLla� i I.�y °""° 1 a J � rr° Athletic District AS s ;- � Site Utilities Plan l� , .N eu:oxa �� ,; ';� ' '' �_; � 1 �° �f ���=��° � �— ' �� ' ..-- �✓ Permit Drawings \ -- 'i'. l( `7 , L✓ _ , f s1s F`A1(REFER TO PEAR) 1 I ' �'���J •r"w-Ioc d�R sER `_ a I 11 evnOlNc a ! 1,I''%=� - / o-iii+n�II-1 41 , 1� o \:� I ��'� I "'may-.` - f Gen�ECURTC�TREt ON.M NICAD0 S AND UGHMNO °,i V� r�*j ,,1 ' t] G � ':; �' j ✓ 'ii I, l AxESgM%WSC11EWTKk1YON7195 PLAN FOR vEOOR ARDIFWA�113GReFTASES ONLY.DfTAAED DESIGN cbltNEcr rD °�/ _ - - Iv�uas i4 IF _ W ssuvsS P.pE OTH Expected Wastewater Flows y�NO1 E t DI P�If('1(`,.'AN Ts�1 N_�jy=�.'^•{}E, j � \ t t F� '•+sy4y� 1.> f EIUBELE AL e \ \\ ' \Krv, USE ��KOEr EAI7� �J F ET. EMl,yx]H fi0R/" lSTVBTR;C NNE ` // .,. Pate Sewarce�-uau°n iiriri f \\\ CINL' !' �/ DYER KEEDEb f 1 / CONhECT[ON TO FOES v. �•'i' \, 3GPDIEratQR�A ].5W f30 '�O,ffa 80E�560 r� /4•h \ frH E A fi OIL ' _ \ I 2p GPD/lctFu 2C90 GPD �: y 2]F, / N-C S7O69Cll Fl1TORE 1C0lakrn SIGNAL S� ",. - �• PLU ER�` S rt�E .1 Bgb TL71_C6NL+lltdCATIOfIS +� I04 =nsa I=2M n,, Cfl714E0"OR TO PRESS ROX Total NeY NOW9,5°O CPA (8Y OTHERS) \ \\ V.- J %-V. ]t M � •J INV a232.O� � \ 7ELECCNIAUNICATIDNS P72.°OOVIE-I01 � sJaSERMCE TO DR3lfY.NO i=2 C. \ ` � CCNYE3IS IXiS73NC 1 r 1 (BY OTHERS) �LF%NNECT T0�}"•� J:�\ -�•.F ARFA DRAIN TO ! S h 642-I50B Not for Construction ` t°tFcnwe�As f ,} GArcu aasN ��... TEE EIECTWAL SERYIC£ � Dil 197 LlSIlT OF WORK(lYP) T TO MEMO(aaY 1k�\t4�`� . 1 = ss J( � � - a=zaa ea-In E')'•:. 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HEC1R1rAL TElKOullUt11{ATIOt95,ANOl1C1(IO7G r \ ARE SNOWIiS IMIATSCAiIV ON SPLAN FOR t.1FpMU pP,'EFASES OtiIY.OlTFSCEO0F51GN OFd a„ l ttcr, „a•s� _ ' ...ate �"� 'r--... �_.� 4°,iXy.�t �!, �"�� S�' JEFFPE'i KOETIEPOTR t GIVIL 57695 ORAC r '�'✓� 1�,,p1. Not for Construction ��a tZevislon date 16 h'S G iG {} - ��ZJob,tL i1625.i2 G 3.2 Pa'MZ �� a rR.: 11625,12-lJT r 14 ''y 25NOT PrOrin: DT of - 3; ' 2skez h'3 1 QA Checked: .b:K ro y rt 0 20 40 80 Feet =R 30-OLA NOTES f ' y A LESS y E�E L SltXTVREE ULM EFf Cmr LOIACECOr:t,:[li0nFOPO. .,U.Er[pEucNiOfW IqM i2yat O{A(F ' lOAp]IG aAru ( 4!'OLANWaKR[ _ 1 (QtbLYMEA MHYIOL(sTFP5 Pu1ieF l OTvrVLS5IEriOlF11 �7 415f41F0A{1]'CLE wR nENIL E PAY£GAFFA ALTEPNATETOPSL46 - OUTHOrri-[SIF.tKTU4E F/fE01 Nt3:t'0 Ge IOMVp'mAE 51AkpAFD1 SLE AFFU-E pnE[Pw:rOa[N1OR HS-20 LOAF�W LRSE YAIVL WIn1 PAY LLCM y EAND-PEp-R nlEDTP 3, m[r:045o III I 551lALLeFCW LOX 1S CO," � iI Inc.� C.upE Orm1,AfP1TV!-vHWSWATER- EO%B.Y]C01'pl M/y $Uri(I'CSS ASS�CinteST I EOIAMONF.EV ,1��!�:�i�DA y riQP{p�41AAFIfUL PM'EEIINT V (OMFACTEOG^AHIlIA41A1 O4pl�'AFY'EOPFQN 81 1 1e l l l0:hR 5rAlA'Ir 8FTyA[11fAEGSr 5L`PPA([ I f I sErnars s£+u E£PxwPnEO Eura �,I k f,sFwTDewKFaA Landscape ATchltceEurc&Land Panning sA zof sEE wEaFz sacncD�rtn 51lArxETRFATF{Dn SL 0p.5-AVAEIP.OLEFM-E Fj 17 ry APm cove seAUPL sErw RAL 11tPAAO[O rLps mrsN 4aApe Andover, ndov r,M Strevt i" 810 WIN), IMIIA.[F IACATA0.E10.A0{USI FOGAAnEYtmf , TFAATu-Ams '" SEwTxePEuAw1MMT& VVa ` .., B o 979470r,A[asFAX9e11s0189 e�u�SM:uuy,sF=�EeoHFs£s (EAoinLle4 n a, 978 g709B82 FAX 97S J708890 hbTEl NOTEL eL C BNN-G4sp. dell s /s7 a.'•. 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' Addove,Mas Street I Andover MassacLaselts O1810 ( �r ETA 51 hiPl 1} \ 4 '• $ l 1 978 478 8882 FAX 978 470 8890 yA - f Y ' 'SEE:A✓.EZ�-9 I'M Pe T J ST van •/ :5 �� I S y wiw�hn1 evr�oF vARPA(TW) !sa ra eoa S7si ''� l w,eenol.,.nwexerl /•/ q � ' \ t '� �� 1 1 07.9210770 % t �•i/ �� -TR6'LN VPAiN(rW) r :•.,f ',_ � !ItI / y�:/�I ... EDGE OE AE9'LIER�RA6K S,RFAGE""V 1 • - l, SAFETY PETT,WS y r T � to fsrPJ rm) v', ; MACK ��- � . 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SECJRE AS RECO`!MEN7EI7 BY NA`l.FAGTiRIR —A�FIOR BCLY,tYP;GIt' .._ � BE C�:.'24TL9 W TH POLE BASE. MOVE e LLL5TALL CL(U S,OR. ARD Lj LON E67 TO PX;9T1N$FOOER 5.T-PLY E'Y:N'WM 44'A:rfR SCA'Lt.N75 pt A{1 TYPXAL,4 5'1:1E5 GOORDIWrE FIXI°14:-D EtEVA710N'rti1H 2-a'�7- i. 6'X6'PON"BiGOATfD5MVL PMr North Andover,Massarhusetts Y 4 LA"VS.A'E AR4HIIEGT ix T1v FIELD. � � f }r 1G POLE BASE A�7 C4`!ER TO -L PiNSH 6.W,7c proA",q ntla, RBkrORtF=D Pd�aED 3Y E — o °b o cascc@TESwaeaDwRoe I IIII ' 5Z5WE LET PERS.B7 OS VW 11 11 Athletic DistrictILL FII11 P 5rot TrnT 5 TnN's sTn (III II 1 ..—13'AXLFIOR BOLTS f41 LEVELLN6 COHSE ELAY OF 6A n: - 14 e4 REBAS EAr-4 FACE a 12'O.L. ('D ) ' 4 •34 REHA2 HCM.L a 12'OG. AKTON'LS n-205 r::a liu 400m Track & Field o e E'• .....� _ V PJC.CAN WT,FXTDD TO FDVER SOA 5'LO;PACTW 6�.rL BASE °1 4 F ..j a.4 ;W'X 20'5TEEL FLATS?V I V4'HO'.E5.SURE V4TH 4'Xr•J BOLTS F!Y 6'4'G_EAF 1 y 1 .0..�17'GRAVEL BAGXF',I.L hYPI AS RFCOw.uttiDED BY VAXfALTL'.vEK 7O fiN:SH b¢47c 1'�! -"�—,- J P III L .4,. a a 7 ro i i .y��� p 20 5 IFO.oLED(ALPBTEDASE � Y opt o Construction Details ° f ! ° ° 4 P' F F0 1p o T ..,_, lu„� SLN.Er 1'=4' a mm _ 'ATIPM F W.(0 6W.Dc °•e '°: u° '.•t.° V A'.. .... BOTYd."S OF T13�i TO 90 b 4(r" ,oho CO:FAG7 51P�ASE ,� a Illlm b_ - ''I,- SWAE AS RELOM G17cD 9Y NA."vFALnwA T = R.4V V,EN =W P 6' P. '.G- llLL _ — a d=" PROVPc 60A1 POST PAP O!i 5TFFT-F05T,([aLD¢BLAL!(I - it 1111=iI�-n 1111 -IIII 111=L flil_ �._... r� LRass sELTwx vlPn SLALM I'=2' EWAL EQUAL F1EYAllON CO.M'PLTFD y.BORADE SCOREBOARD ELEVATION&FOOTING DETAIL LaCRuNATE SPMN6 YtiTH 500RE50ARD VARFALTRER PRECAST POLE BASE-DELAY OF GAME TIMER 6 WALKWAY PAVERS 4 saaE,3/47=,'-If Sc".N.T.S Light Slnnlwe x�lh lS T=inures l3 t�ersT.uYa lump — ''1f�1.4au>+h4�e'� 5CC 6RA9:Xfi PLR4 FOR INVERT -•�•f 9•��•,•..--�\ „� � - a vr...•�uasa .,� 7 a CHORDS WTE FVTH LAIJSGA-Z ARLH;TELT MOR TO WALLATION SA11DR WJRSE ALOK6 ALL EVSES 6RATE a INTEGRATED :1' 7°"&'f !"^"'^• VXTILE IROV FRAIE TO PATCH BASH OD WALL OQ GLRH,CV0,71ON VARIES. " REFER TO T"iA4 rcR ..... ...�� ru rammaeFOT L• li rii>i•r a:':>E �- ...,_, WT39Yi61a11 �Ot6 614'04)l ED STOW(TYP) 4 _74�`+*�-s I � iwossi��e e�nwc� m. PJLTTS2 FASK6(N'RAA 14"TYP7 :���•.•-'��• .arm �"�"i��'..�wM°i 12'50 w. 4,), 5cals= os noted oranrnj No. _ y Pota 52.17 . -LI`ST OF FAT7EA4(TYP) =1., .. �. --.,.i{I arv.ril Job, ao-Itl7 L-7. +°. h'fj REPEAT AS N_�J_'SSARY - Y:,(� w_^....�..p-.,. �� 9 Ells: PR-mp L)rann� GG34 of PAVER PATTERN-PLAN VIEW $ 8"INLINE DRAIN WITH GRATE n TYPICAL SPORTS LIGHT POLE 8t FQQTING OETRIL RETER Ta LAraJr PLArs FOR tocnnD s �V(� 9ChLE H.T.S SCN.E:N.T.S. Huntress Associates,Inc. Landscape Archlterlure&Land Plaunirsg 17 Tewksbury Street Anderer,MasaacBuseits 01816 978 470 8802 FAX 978 470 800 1 i r v i .......... Q 1 � ' / / / ; �,•• 51792C111e Nb0ULA46LOOr-AAU46'CASL',FF�'GE(TTP) MERR[MACK COLLEGE North Andover Massachusetts ; NAVT'GAPPcD Rh`!P 9 LIPT.SEE 6vAVT 5rA\J El-4�5 Fo.¢DETA'15. ,- Drawlnr�rit!e� i Athletic District 400m Track& Field GRAND5TAND 50OPE OF NIORK: /- I. 2500 SEAT I-BEAM 6RAND5TAND Grandstand Layout 2. THREE (5) PRE555OXES, AS 5HOY�N. -- ainu.-Of.coz TPmuA mdrfcm. 3. REFER TO MANUFAOTURER'5 PLANS FOR DETAILS. GRANDSTAND _. HOME A s. f� r= Ui A:10;G Rn Y:s1aA Dato Seafae o5 no1Bd DfeJi't,e��O. - Dote. B�.IY 00-107 L_9 File. PR-PP Pro— GGH of Ghecked� -- 16 FRET raze :w wgR K� 1 ... I 2b' 10•. _. -. ,- 7 q. ,. 1,. , h�Pa¢xnl `�. 1 6' D.6KYM r�51�PoS7 1 I A\T COAT®,taLR ijlX<. .... PJLOJr01-stem T9 Huntress Associates,Inc. $.O Landscape &Land Plano/ s n ' kabue Street r\1 PamE LEAF SATE(TYP) - WIM46 POST STYPJ ` 20' 6PPER 05TOLT& Andover,ns'F"Anug,t(.1, o - - I -,Co- FlN'5H 6RA➢E 9784709832 NAIL 97811708990 FIe51 GRAVE Ttv 6R4VE E �44LLG FXSTIN6 m&--OF TURF Fa-0(rm) 3 6 n.RF A'iLi+OR YV 4'LLF{fYp) 4 '0 1 A T LI2 '�B I 5 0• `o r•1 - fYY� �4-d' y06 neTROOF n.45�W F6�J E L11 ` *¢y® I SIWAD 0 DEPfH a, sAxur Ficsn56 nRF A•croe fsYPJ 106d9SSVeN ElArrERS 00X MPJ ` 5'_I• Y-O 60° WrtertaxrylNA a2471 `` T 617926.I7)0 / FLV5H 05TALLATION MAY SOFTDALL ME5 AW rTaCR5 Fwom u RED 60"GRDUND DETAIL L61%60'BASELINES fT_FOE H0.E FLATE ON SOCCER CORCR KIM FROVVE%;Cr ORAA-N6 FOR Al"PROVAI.- VDIA tETTI%POSTS(TYPJ Pr�ec4. 1� 1 S (6RA1MATOHH.x+sn'sJ J — 71 1 MERRIMACK COLLEGE D t �1OY'EN'SnN6$YM>EnL I ��♦ I - A�- %ii'i%:`<<i; I i vv i i AOE o over,TO EX•5TIti5 L19-T9 ,. i _ �� �, / FROIEL$ •EP7Y5�Y@ f�Pf r/i i; �• North And ,Massachusetts h tts I i I I 7i � o Droning TTEIeI 4&ATE[rnJ I��� a �� r ;I� ,,; Athletic District Igo• Marione Mejail Meld EXISTIN"E06E OF TLC FIES.D(TrPJ _ I _ ' MA M,DET'O 1 REM EXrws i i h-(Y b E't 1�F<TO \ SELI. l+ETT1�T5 EYcHY 4 7JG TO 4LF .r I / h D FcL tH7©i vALPr�cr F 9 Pg DGT£D eY MA JFIw7Yi k A€ o F , Infield Enlargement XrA TtRF ANLi4PR _ YU 4'OF(IYPJ o S eWT FX.ST%&TM&W HOR fTYPJ � 4 L/-226Q0 _._ T", START OF 4'GNAW LIK'S FERLE r5 E6'-0'MAX re 70 EXiyri�5 FEHOE(TYE) L12 6'OfW'N L1-, FP S SEE PI AN FOR LEX TS tyr) �.._,_,_�,�.__, .___ OR A5 NOTED 04 Tw DRAM55 ,� scuE LI-INFIELD ENLARGEMENT PROTECTIVE NETTING-BACKSTOP ELEVATION S FTS SCALE: N.T.S. WO➢.CORNER SATE AND DO P05T5 I!VP'OD,TO'A'V IUFLL SYM3ETIO TLRP SYSTTM EOTTOM�`L ATFP.GED 7E,RT'TO LONLRErE NTH 2.017.=POST 64VE A'J'RA'� AT 10'OO. LOORD,"E ELEVATION OF WhCRETE 9e9F •' b=.1t1D5��Qa"• NTH LANEWAFE ARLW.TELT PA'OR 70 NNSTALLAnOH 10'Of.I'm 9'fi' ----FA5R.0 T&5 OFEHIF>8 AT 12'OA, 57MF$TtL€.LTitf.TURF 9Y9TFM,SEE r�.CGIF€GAT36N y,RFf14F VAR:E5.5`-k I.AYOJr F'I.A4 5rHTMETIL 1,%-iLL TURF SYSTEM,SEE 5P.LIF:r,ATt0N 16(16 6rF5E Ib• Hti6y(Tl'PJ 1 ME DRA'N16 6RAVEL FJ.Es9A,Q .A v' FOR,K LATCH TYPE I � . '� ° .plc,°,.Ps' 9°.°O"'. �+ 'Brw°c@bo�•t�°.,QO; ° ' II=II pll=�IIII�€flI IIII�:€[II � iR�v151an Date -IIII FREE nRA'N N6 6RAVa 609AZE 1 A'"��q4 w o o'$Y�oa �•w IIII II•� •A e a e v4'�°'� °S •a .•• FSEE PLA'Er-FFOSTOR 5uFR'FEE TSETEFV,R MPJ fly I fIIp I I IJ—�=) --Ili —IIII ate' Ie'X F eA'C IN FENCE LawRE E I�Avere 1 !2€€ 11f1�1=IIIl-II11-1111-IIII=IIII— 6EOTEKnLE FA cc ; ; ¢ a NOTCH To ACCEPT RF. SLOP.9 36RADE TO HIGH TaAARD EXSU Cc PiPc F I H 1576E On.F30TrO'.N stA�L(lYF'J I LOORUNATE AITH LAVSLA"E ARGHTELT IN THE HELP. ° !. t � FXIST\'I,W,2-ALTTD Vjj$RApE Oq �!m Y� �Od —�" `2'AOTW.L96.W➢E 6 6A.15L'F115Yi1-9D.17�t'A.s.R'L, N +�! o w o�I� z'Din otq rwL+c.Ev 6ztvnsE,rDP A�Dona+ 6EOTEOLE FAWC,M'RAF€14" _ 111�= !VP x 3rb-TO 'O,H UAW5 11I III II Ilil [III KEqEr.R FagQL Lvs r TAT cLF Fo�T�KIM�a RED. LOhVLTOE BANDS------.._,.____......_...._,.. SEE PLAN FOR LIMITS.P r 5ea10, AS NOTED vran149 NO. Dates 5-21'? ■ 1 w 3 TYPICAL INFILLED SYNTHETIC TURF SYSTEM 4 EDGE OF SYNTHETIC TURF_ r 41 FUSION BOND CHAIN LINK FENCE AND GATE -101 L JJ SCALE: 1 1'--0' SCALE: I°=1'-0° 5LA--F,KTA FIIO. FR-rrp DrOAn. 66H of GF.eaked: -- 15 Al F_ -tFi C# F �- t f'f• „ „ „—v., �a-r I ' ���' �#'^a�''"wa r a' i 3° �X.-_ W ARS'. FEEX BOLTS FOR KES`STA`�'LE .`:. � - \C AV" ,�� ' � � ate- � � Huntress Associates Inc.ga ....---. ay'� .�--{ -•^n� +t „F /� {J t2�' g� ` �'"A - : Lendfcepe Arehltecture&Iand Planning ay ;t 4 a w I 4 ✓ ✓ 17 TerxksLury Street �.i �.-;/ ;9:: 1 ° a x, i- 1 \�+a"-'. ''' T ,;✓'� ." N dr"r �:,i _ _ _ —.:', 1;:}..::... �:._�.. ..:�5�'� �F:,.'�„,..r„r .,_ .�;, ' � =• - ;f,,�' � :::.. � -: :'� - ;, t ;^'�',�,' �. x T'. .,r.: v " :_,..:,x — — — — 979470882c FAX 9Jet47Q6891t y s✓;!1.F%"P a ,. _ a' � '^-Ac�M,�,,, ✓ y „��-+ ? r' �...r s'' ! a _ c `gipZ1, 6 K-^ a • �� ����-,. �✓ ' � # � 'h!�! �, :: ..... .. .: "; � J� �''` / � � 2Y8 YYJOD,IO:ST 161 Wa'xn 54e[t PO au9131 Wot,d.-V 92421 1 ¢R,y1 - , i , p; 2 �,; ✓ r sn2241770 n - yy IA"�Ssx 6AWAM2ED 4 '�'✓ .�� Y - r' �� - '1 �'f .�i _ HALO BOLT,W,�A' AAShER f'ra cck� -.:. 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AS NOTED Dran'ng No. Doi®� 9.2.1'1 L16 Job. 00-10'i Fller� Q�-rr,p '. Dran�� GGH aF '. GF.etknd� _- 16