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HomeMy WebLinkAboutRea's Pond 2015-04-08 Notice of Intent Set (1) TOWN OF NORTH ANDOVER, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS SEWER SYSTEM IMPROVEMENTS CONTRACT 2 REA'S POND PUMPING STATION N W&C PROJECT NO. 225073.19 W — E PROJECT LOCATION s a "a �i /_ REA o D Haan�oo� ��g11 a t V nrxa STATION ,' APRI L 2015 - FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION`' y ®� 405haduck road Andover,MA 01810 SOURCE:USGS TOPOGRAPHIC MAP 800.866.702.6371 I—M—odardcurmn.com SITE LOCATION MAP PROJECT LOCATION MAPw000AR® COMMITMENT&INTEGRITY DRIVE RESULTS &CURRAN 2 6 GENERAL NOTES: LEGEND SEDIMENTATION & EROSION CONTROL NOTES: 1, GUI.1 IGI.l ITIC BASES C1.1 G-N.GGICEY III-S..1 -111 IIIIINI 1-�I'ITER-) 111 11 PRIIIIN GINUFFOLI IIAI 11 1111"I'D 11 11 IIISTIIIIII G'AL"A SGNTFGTCA ALL TO SONF, I PARI'LATE'.NO I F All ING DECLE A,LEAST AN I,PC STAIII SIZE1 I 1�LE1111 lfl' ININ' ANCOINSSED CIITIII(1 STERGAI) 121- FEA.R TO.1 1GN-E-G PLAN 01 GREAT ROAD IRGII GUERIN STOERTON&AEGODIATES,ID GATED AUGUST GGI SCITSCHR�AGEX) THE"T"'T A. ... ........ . .............A" .... ...I NICE 1111 T111 -12 G THE'IZ171 T11 STAI NZPENTl-I IN�lII1.1IlINTFIC RIPPIENS.TO THE NCITH ATTER DAVM BE HISI, TES VEREGRAL SATC. 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ELECTRO -F 1ALONAT E17111 APIALI OFECIF EUGIESOP/1-1 APPITIOLAT 11 ACT111TAINE SCAUFFIL III BEEN GN,4, f, 0= IRIPISED UNCERBSCONG I-E-11 -I 4,0E 1,ILIAI AHI/11 ILIBI ALL AID IIIIIIALLE P11111 11I THE.11'AS I-E. ffS,1"1,A�,NERIRl1Nl _PLETED EL 1.C-1-YCTOST111ION ACTEATY-UPLITY COMPANIES,EMERGENCY CLOGGIS,III TGOON EXIST NG OWIHEAD EIGGYRD CONTRA 9.CONTR ACTOR'HALL NOUFFY ALL U FLUES RINGS TO CONNIN111I ISIN TO IIIIA SUFFOHENT II To LOCATE AND MARY,HE LEGA Tot,OF ALL 8UHZG ITIFTER NGNNRATPR MALL AFEGN 'A I TNG T-I SETBACK ABBREVIATION CONTACT III CA LETYPIGNI 11)AT LEAST 11 UNIII 1-'1gs .HELGYNT. A I OF AN,GAR I-L IS NGB-OHI GODURAOT, E11TNI HIII EFFICE LATERAL AOC" A"'I"'I CA I I `F` NICE IT SETET ANSI AMER GA IS A AS 11,RESTORE ALL T1.11AITONS IPEF�RFAII�IDUAGFGAIISUS,1111=1 EOI�KTYGELRIECE FITERAL -------,-A STANDARDS , , A. N BE PAVE H A. . , RICO IN A- RAN .18-111S,-H, &FAGE��ICATILEAACG ADIIIIII NOTBI I LIATI OF IT SPUR 1.. 4 H IN I ON�OIANU A IAING G PIG-1-.AY/EAEl..T UP ANNCLE A.INCH All CHIP IAMA111 IF INGIIIG12'�-AL'R_IEsIG�IAMLIL%ATNO ASSITIONATISLAT NO ADDInONAL NO B11W I I REPEALED IN N COST TO-1, ENS Ne EDGE OF VE ETATUNO NEIIALLIAL LOST 1111117Y ��Gl 11�IGGE.Iyll�l� I NMUI I�IEII IE11I'UN .1 NETALF ED IYERTY N.NG-IN ALL AS RG.1 AT TEF_TRAC'. I.. I "C_ I CATCH SA NO 16 1AI:I- I TO III IT SCALE ILDOEYER. EIGING NETADPNI "ITT IN" N LF ED,FE'GE.'S, I I OPEAL.LINKED IE.IF E-ING E-ALL GNP ON GENTED 1IOTI-BIRTHS C&I"CI GT,7 IIIE1.1-1,LIBIT CATCH SACHS.17G)SULAI IS OF ATEN GET'SHET B MAE. GO CLEANOUT I HTSENE NAMATER 11.Al TRIED ITT 1-1 TO BE REDIVED OR SHAF-BE PROTECTED BY CONTRACT01 EAPENN.CURB I AIR G. NVFFEAG IG"HEANT", .. IN GINT 111IN-1 C E.GIN.I.. I PASEEIEDT C, COPPER PCI POUNDS PER GOURES ELF F 14 ALL RTRY-N SEL I'Ll OF 4AY IF TO"OF IT..T''FALL 11 INITTE11 11 AN SINCE PL_GU_ RITE DID EEaI OF TUE TGAN THE CONTRACLUS C-L_.IT A _GEAC��IR I,,, IFECRYIED EDGE.1 PA-GAT Co-WN TO THE FIG NIEN AT LEAST 7 DA"`FFO�5NTNIN%GON IN ANY STAA- III PEACE'CYNTROF PLAN STALL E� ST`GCT" FICENI EDGE OF GS-- L- D'A.I I IACUI SLE 'T 'PIENIALI 11 TEG 'GOILSO" I" ENIIEEI All 11-EN-MAY ATTACH IPIOAL CINIIIII NO.IN GROUIRE IDDIFICAGONG DIAIG D'IAAGIINILAIIIE R& OU RED BE I-I-Cl I I EU67-l'IINTRIT ILAN. -MALL HOT BEGIN LITE.THE PLAN IS INIROSEN BY THE IT EIIIIII DRAINAGE INCH/OVULE R/A NE ITT I N ITT 11 111AINUT 1-HIT PARK 1111 A I -SIGNS ON AIIA T T" IANUAEY 1APA MANIGLI ELLE IF EFERAIDU 'P END OF LIFE OF WAY PRIVA."U.,G LOGO El.iG PER'NFGSP�A`FAG`DEEG GHA`F I.11N.By TI,�GALP/C, "I GLEZE IACH LAND CONOPERAER GGUSE aETRA&ENG 11 ❑IESSISELIFF TONI ISPAS T OF All LINES ASSOCIATIL-GALL/.,E IANITAIY IEDILL III A ED PIGS D A GSDT NES"AT", RAN CIIIAIIN I IIIRAGII APEAG F I.NITATONG S� STAILINGE STILL IF PTA T INDENSESS IAGIIAII FE 1�1'IINGLGIIA�ILALATGN 11IIIIIIIA I IRSIATF A IT I*""DAY"I'D TO BE CON I T` I IBM TFSl.FAGl HINCH AGE G)OR I TO S,.UE'GN A,UIIETY G.NRDUNA I"E1,EA R.P.NPIRILLY OF CLETRACTOR IIIINI SPIES SERVICE PC 1 11 TO LANE ID"LLP IN IRCE SPIN T.I T.1 IF-F I FIT THE U 31 OF APPRO "CIA I TYPICAL 17.OG5TNNT ACLE5A 7 A 71 THSO PRIA NAGE TENCES,11C "'T"IT "'I"A'AS LEFT'I,A"GlIDATE GAFTFO"ALSOR,I I PLAN' �AA%EA_I DE1.15PTIONTARY..I ALGOICE A'BE L1,1,TjPII IIIINI I NORAG I F.IIIIHISIT&I-TY'I THE GLENN I I. ITIUl SlIF NO BOTH Re NC.B SON I, I, III IALIA LO1,111 RESSONSIBILLI IF ON IF BE RK GO IRAN'All D IFINING 1-111 VALVE I GO III A I/ TH v) 11.1llLSIIT1 11 T1 I I A ENG ALL EIIIIIIII PEENTI EIR.DT PAILICA-1 I'll 2ALLON'OLD FOUR MTM I , IF_I,SPEALLPEASUN""ED IS 1, I A I A I,SO A,NOT TO"LAY SONSTSUCTON 1E.-ISNER DATE DSAVE 1.1, IAL...III I", uj "y 7 F- IIN A CWFIEI 11 1 IM.D-11AIN31 THAT SELL11T All AND All ILLIFICA11111 I THE E.ICINA ST.S.CRAIG-1- o 0 'ANITAG,_ED GQ INGLEL OPTLEAS,AND ANY OPLED Ul- I OYDRANT PON I z �P�GTG LCA CSIR AAA`SIDI NTLE LGGTLM1TGS"CS,BE SC��ANITTPG Y ONE LINE' SEEING IATGl IAIN A. TH DR 1, AN L RE I'M A, TH TA AND I GOP! FORMAI AS IN'IF METER DENDEI IN THE SIES111111CON PRIOR TO PAYMENT IF FINAL AI CCPV IN H """'="AL III INFLUENT <> I ITNI IIUIE1 SAILF T%'C'FIRTNI DRING I.STN. SE IIIC I I 'X C."Ill ON SPAI UP _NTAT TO THE A, UHG�, H_K ALL C Tl� SAID ADSPINS EILITATIAL AID LOTS w OWED All 11-1 PGIIN TO IITTNG SCITS.LAMNAD BRAINIES,11 m C C PAGING III'IS. /CJl z TRIPS THAT NIT IAGE BEEN NOTED FOR REMOVIO.ON PEC CRACIANDS, SAIDETIS UTUTY POLE NO LIAI AN I SEEN 11 A'A AREAS DISTURBED BY .. ...... LOOP LOGRAINES E-TEE_AYUS AATRIAL-7 IS A/ GGISESS7 I... ETHER SUNFACE ED LIELETI SHEET INDEX w 1.1 IIIIAIII 11011 1 -DIRECTLY 1111 1 AN,'IFELIS SYL AID ROCK ON A T` LIE TO� Y)_ L BEST T� AN SHY'IF'LA I ....I, OR LA wA.ABA71 z =m �!F`10"PLANC...A2MR`7TEAG`-GY AND�FERRMZEREGRTTCARPE�ECIAAGGDl OR U SlIE"T E ISOPOR.-LATE GALIE GENERAL z III, T A I ALL 11 1, Ap"`CALE""GON REONIGERENTS IN TEE TOMA LAE I USE ..I A" ALL III P1111 'TABILL'AT'l A"GOISHIN,'PLU'LIT"'PRIT"ASHIII 11 A.C.All IF .1 GHNAY. PG-I..-TROT FLUG, vox A F PRO GA .11-B LCIR I- G-000 COVER INI-COS.STOP �R TEI I � IS A U,�ACT.11 G-001 SHEET INDEX,GENERAL NOTES,LEGEND AND ABBREVIATIONS 1.IOITRAIT "'PLY 'I A DO ...... TO HOS'P A ,CAGrN WATERSHED 1E.TE IN.G 1A GAI . 1 11___l NO, Ix snot 11YOREA.1 NUALF I ITAPHSARIC Ex snnc sa+ CIVIL/SITE GI 'NEA,I J E B TH No BE I STR `EAN FBLIE AI�I_A 'IT"''o' `PR""'SEA`- I' "o' IS IAI I C)IS. I I 1 .1 1 EA. BE OF SCHINSTRIA.CA.- PREING BOR INGING" 11 C-107 EXISTING CONDITIONS SITE PLAN .,A C-102 02 DEMOLITION AND PROPOSED SITE PLANS D A C-103 I GO PI'TIN"l LEAR ID=PNPTPA.ICL,TOP A.11I I= N T 11 11 EIII'I�ROICIEEG I1.R 1.1AT All I .. IF I NO. "IF o3 PREFABRICATED PUMP STATION PLANS AND SECTIONS LL o ARAN11111 POPE IIALL 11 1ACIII 11-III MORTAR AT III AND TI PREPEN7 "rs C-501 CONSTRUCTION DETAILS-1 NFLISLATIE ERNST EXISTPLI SPOT ELEDIIII C-50 2 CONSTRUCTIONDETAILS-2 INL NISPIALIGH 11111TELT BY GGI IIGENI -SIPON III NANNPIFUI IGRII 11 III-Ol.1-FL XXIII IAELIN1 C-503 C-504 C014STRU CTION DETAILS-3 CONSTRUCTION DETAILS-4 21-TRACTOR SUALL I I MINTAII 11 AND IEP- -AYF EXIINI PAVEMENT 1ARDH -T OFG.OPI/STRIGG AS AD G, NEDGESSARETEE BIA- IDNE-ING 11,1IF-IT11 TO IIIIIIIIALI GOIITRIIIII AIIIIII 11 PROLLECTS IN THE-NITY OF "P"E'GET I"" ICRK IAIGF..ATGH-GE-ENTATION CGIFFROL FSILT IATI) A D D PAGTNI TRIP E-IN.ONLAACT ER,N 'NLV,AA�TIS -E X NO III L11111-2- 7mLL O-T I GF 11 FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION 2 3 4 5 6 22,34 2 3 4 S 6 \ zz- �2 FA, . FPS EXISTING 184 IB6 EAS R F SEWER _ ®4C 30: R ��, .. I lU� � EXI S: i f T✓" i , � v \ r Z C R / EASEMENT FOR NEW "' �'� -� t T PUMPING STATION �r r o � y N'/ � Fa3 N CJ � BF\ tl�!4h! -� CL✓� C � Y � d sr v a - x v :, x € i - a Nom: - _ ROAD r, — - =- POND Al a u3 v — CRE - — — - s E WI CK LAK C CHCHF � EXISTING CONDITIONS SITE PIAN Q FOR PERMITTING PURPOSES ONLY- NOT FOR CONSTRUCTION C-101 2 3 �� 5 22� 3 5 34,�5HLET SE.-UB-ON AO-ES STATION TO , - O. Ou,FRI.. -MM-B. Avow r5s I--.-SRI -.1,-1 MUST BE-.1 MI.,...S...,TO.I.E.SEE-F-UN AIPENDI.0 IBN PROPOSED SIOU..OF OONSTRUOT.R cONP 0 2. PROMBE WAIT-0E IN AOCURDARIDE WATER DEPARTMENT U'REMEN 2, EQE�IINLEHER SP PER 'UP A B T.NISIO1 U�IIIATLI I OSE I AILL ,FPTF I SVS S IN S OT M� I A� To _-ES,PIPE STRPO- HANSERS,EGLIPMENT PARTS ELECTRICAL,INSTRUMENTATION AND CONTRULS 1. -1 PIT .,NILL.T,I FUSTNR PE- JON .1. 1 UP PART OF UP PR of FOR ­E�NINHOJUE T ­-' S, D 11 A ON P". BOND.E. 'IT ON. ON SAIS STE.-S, J, I ALL POLITIAELT A-TALS I-POP -1 ON STAT ­.`1'TA4`N" 0 27 IAN E,-NUT STURE B.-SE RMNS N _ IN I D 10.FFCTN .U_ IRE UNIT OF SHALL REMAIN UNTOUCHED UN,N�,ft-OTOF SH'AL=BE BE ONE TOP A ............. "MR.Atc � 1; ASS 1U P..E.UL�1,1�.AITPI ON T S. =DO- A.F'."-.=.'ANIPE.ET1 PLAN FOR U,., ESPOSAT.TO TO C=TNE- N O-ER1.-FT,'OF PRIOR TO NO AND"PUT FN-F MIN-N IN OlIECTION'I'D 1"NG�IFAIT IREAT IOTI FDDI-RTHIN TH HOURS NOTICE PRIOR TO I.PLETHS-XK-ZED,,- BE IAIIAI 1&1.*T 11SI INI %1.ff�ll I1P11 I -11APY 11 111RE AND TNI 1-UNALL BE-T�1� INIM' 0.-- F�THE . O'NES DEP .A.MA I PERSOLLET N.TE UU,_THS ENTRE .I.OF avian-I- AP-ARLS AHE TMMr `­E=1.1�IT TO, -1AO-S.A.BE RESPONSIBLE FOR ALL.-E PU HS.NALNS 6.COPIRAITOR SHALL NOT FTOCIURILS MATERIAL OR STORE F-ETO.WTHIN RESOURCE 02 I INUP.-RUN -B NI(A.S.-AS A./.F EI...L 0.-T.C.-11-I=— S., AREAS OR TTE IOD BUFFER-E.-N SNALL,1-1 A-RI, OT \\ (DOGHOUSE M=-) E.RINU FE-UPEPATION. RIEMAN FOR BRAIL AREA) I SUBMIT PLAN TP ONNER�ENOINEEN FOR APPF-PRIOR TO THE AND HIM EL SHAUL RAWOE MINIMUM 4B HOURS-PRIOR TO-E.-N. IN F,, A.DIASS-IHAUL BE 111ORARI 11 IATTRE AND THIS OLD ABOr 1.11�NTRAW�RHTALL BE RESP-1-FOR 1EPMN UP 1-OE.ENT OF ITEMS I.-TED N, ,7n-(TIT BE'LL.R.) I OUR NO TON THAT ARE OUTSIDE THE UNITS OF-TIGN. SNAI I.Fg%T,A IIU SHALL P`-D`NEL .-N(SEE NV Wt OUT (-12')- MR PERIOD1 ON F.1 F EST 0-1.) SITE l 1.ALL PEN-1 STRUITURS3-THE LIMITS OF'E"UTION STALL BE OLE"11 AND NITH AN APPO.--AL-OP11A-OINI-1 I PINIVENT 1-TR H�iT OF -ACTOR=�N,0,TSPDOPP,1IE MATER OR STORE PULL,Ut-OF OTHER POR-S OF B77-TO REMAIN$HILL HAI-B-I UP THP STRUOTURES 7 CH EAS ,THE�U!AL EPFEN ON -PIED 11 NOT IN,WATENTSIT TO AVD1 11 11U--ITH NATER, SEBER .NDFUL IINNIII A 1111 IIT OTILE 1U1111 PORDEULTB=ZNAI�7 NG 'vLLVES...D varus'HETr.Z'LL BE'.I-IN IN... U P"T TOLW LW LW PR... FORMER­CONTAINNELT AREA AID IV I ACiO LIT THEIR SDITN.EEIER OW-S PE N NA-AL I REQUIREMENTS.-EOU-ANSS ARE BUT "L P P,,, GONm T1 WSPONSPIUS FOR ADDITIONAL F-RUS 11 N-N.I ILL��E.UURAL�U-E-,-W�ASSOM- 1,RDSID,ULM,-Rfto-, BE N RM ITS EN RE SE, CAL=TTN U SH R, , E UM16 0,ELECTRICAL DISTRIPUTION-PMIDT�-LSEN11 OETEIATUI I Al,-- Al TRI 17 ­--CAF-HANUEF5,II-E-I �AOPAIII ITHT FIRED 1. TIAI ILIAGED COOROBRA IFRI FILE A��PDOLATETH.11 11IP1.1 OUNTRUL OA.NETS, 2-OUT--SP HE 'A". SNFJ�111111 O�XINTILT ED DEwCEOxis-S.H N.NR ...I P RUN E CONTROLS,F I.EST ENT,AND NO UUNSANY PLEDOMIC SERAOS ENTRANCE V=-T U ED F MM EL �1 ISMSTLETE 71 THE EXISTING UTILITY-FIELD IRIFY AND ADJJST-AS RESDIRED L 11 R MPLOTE IIAL A1,1 I- SUEOTPILALROTHIENT.ID-NATE .A AN, INT 1%,IEET,.Il i� "0.""7A"`NN=­-WVO`F`S=­'ATE``=A. 'AL OF AL7 IIE�!�(A) IT N'�`U�211TIII5 1.BE P.S. PARK NG LTUP,, URC,ETTTT��EUUT_NT PLED UP 1.1 IT-1IUl(NEN O.1E) US OOLP.R I BUT IIN-IS) IR�IIDE-I(11)RAPME 1 11 FELL 11-1 11 11.IRIATY�FROM E��SIVVNEGDMA16-TS REWA1,N IND ElDNG-TCI BE ELECTRICAL DRAWINGS) NEER/OWNER. DEN BE OEM SCE FIT I R It. BE cAIPI.,P.Nl.OIUNmN N LU._ vc c�I-) SON L., ST ONNIZE NATERRGHT SEAL ATM _N PAQ-M90-m .---- " P.... ...- IN ""A"' T' I I RUN .. BE-RET, TRANSFORMER Ell OR THE EMSTING F.=1NAAT THE-Z AM`DE1-`Z%E S AR'm I T, S,BE=-E'ZIPMENT IN OR-AITT-1 NOT I-THED 1. I MAURUATIS,IUIP PUMP.11A11T HIT.U-1111C FLOI E ILAOR A, F 11. I-Of 1--AND U-SO-PON TE- U RINU ALR,11-OF-TNOTTLF�R.INIT IIILTT-LSIL ELFIENT IINIZ�1�11-.111.1EEBTBNET:ALL;1,,1r1UTED THROLTUTOUT 13.�tk�IZSANTOT TOE NIMSTA IFIB TO THE ATER TREATUFLT ON RE y D. L_ GREAT a20 _�IOIARO BED. I OD 0 IN,NIS TE"`B) --NEOT TO-STIN.FORCE -------------- F, 111.75 O-E- PIKE ODN-1, 'TO ',P L x V, "j IN W. FLw. IN H ,q SL1 11",,IS�ICE 11 w %ERATOR,_. T.F.INFNS- DD, S, 1. 0 (L -J KOF LW ILjM ANY 'A' (REF DETAIL ON UNEFT C-T) BRA LOT TIAS('.IT 7A.'T. IN,UT, IT cwwmoR 'f 'ITFLOA,wORK E uAousT AuTO A (L cm.,vam. SITE-N.R- ---NEM 1-INCII-1 -- I-NO.ED OON-ON c AT-NER RJU.S GA ) NVlIN STAL IT SHES, PF-E 1-.- 4 11--ff-LLE Q- od SALIARE SEE tisDEMOUTON No,2 ousx PA. A- A, ALL-.TNIC AL 1EMUU,N Im, LI? 1 DEM 11TE I'll AT='US-N, �, EOUIPMETTI NO (IF N-U) 0 INHATENT SEREN MAN... P-S 1.REMAIN- -OE.O.EH 0*0 PAL..I-S I IS FOR PTI)TIO LUN AT AB-ON L `S- LEOTR -R NEW PIMP STATION wK AOU N. GUN .... ..... \cY, .—'T TO 00 -N I'A TO I.LMI T -H oa SITE DEMOLITION PLAN PROPOSED SITE PLAN 1. 21 H111-SOALE 6ECU1,111- FOR PERMITTING PURPOSES ONLY - NOT FOR CONSTRUCTION 2 3 Z J 22x31 SHEET KEPAFLL/DRYWELL GO-: I. PE SUMP PSP INTH INTAL MA EGRT--U DISCHARGE FG — GAUGE ESSDRE r - CHECK VAL4E.PIPING SHALL BE PVC SCHEDULE W MTH AIL REQUIRED FITTNCS TO ADAPT PIPING i0 PUMP. g -_ p 2 PROVIDE NENUMIDFER HEATER SND oTTON CEWIPMENT FOR BRYWELL PoSEft AE S. ON CETAL SHEET C-502 SPECIFIED �RE P POMPETAII 3, PASS.pCTiVATED CARBON PENT FOR'ME1W¢L SHALL BE Al SPECk'EO NBB BB OrvMOflANNG C-502 TRA BMENT F. 2:PUMTERMNAE N,32 D ` Ir ,TO WETWEAEeTP qSS SUCTION 9. HATCHES SHALL BE AS SFECIFlED IN SECTON 13230.HATCH DRAINS 91ALL u'S 'm B" ENECK /OA PER RxmOL CaP� I GEj jMaw a»pssDOE1uL UPCTTFIsIN ROOFAIL LINE SuvP PrtCP I FLA ED END AT EL 101 VT BE CONNECTED TO M£TNELL AND SHALL BE DRECIED TOWARD SXIE. S MOFlER OH-I CWOOPO NATE OPENNG BRECTGN OF BOTH HATCH GO=ANC SAFETY 1 VC�AUST DUCT _/' _ A �SMSgiARGE TO CONCFEIE FlLLEi ALES TO ALLOW FOR REMOVA:S PUMP W1H IRUCK MWNIED HOIST ON OWG DETAIL < } \� UNP PT) O 5. LADDER SHALL BE PROVIDED IN ACCRBANCE WTH ALL APPUCABIE CWES u A LLAF P / / A \ NCWDMG BUT NOT UNITED 70 TFE MASSACHUSE STALE WILDING CODE 2 \ HAT HUMP ) \ HA PUMP FL tO52AER 5 AND 1HE MINIMUM STANDARDS OF THE DETAL SHOWN ON BRAKING C 501 e 10 m DNS(TVP) ACCESS6(ttPCH Nv. OW MSE aSALLBE PROVIDE)NIN MINIMUM FlVE UPsIPEAM DIPMEIERs o AIDAM METERS 0.R as REQUIRED BY ROW MEIER I I Fnv rl OSC a E MANUF T PER RE C CATION SHALL RE BEEN MSBI TEE AS �Z BAN APPEG-B E /ENGINEER a I I ^.tie D.U.HAIr''H Bap�uLL P— ¢EL 105a _E d4 ®�K I I T IF NOT ECIFlET ELSEWHERE ALL WASTEWATER FUNDS SHALL BE PRONGED \\�,A IT W Q T1 10 ACCORp D DI N RGE LOUD FELLED PRESSURE GAUGE AS—Sl IN 0� ANCE WTH THE DETAIL.-C 502. '0 I 1 F.G ON WILEi P—T PROVIDE 0 TO 160 PS PRESSURE GAUGE ASSOUSLY ON BSCHARGE ARF .. I UNIT ACCESS CN i ANREIECIRNCgELauWSNTcx - _ - L¢15cn6FCE5�EF / Q EL tm S MWF GE-E fl—REC TG HE PPWGUC IN A CURDANC NTT1UG— OCARGURES TO BE EkBII-Y V—FROM .PUMP ' tD,—TOP ENDED I I - - 4sR E REBS 10 PROVIDE ALL PIPE SUPPORTS AND HARDWARE l0 SIPPORT ALL P PN �N I I sU 11.PROVIDE ALL PUMPS PUMP PEDESTALS AND VALVES PER MANDFACTIRERS iLmow°SHE I LApDER 10CHA E Q EL.100 - RECOMMENDITONS. N TE PEN I j P 4 V.fL>D7.56' 12 CODRD NATE ALL VALVE ORIENTATION NTH ENGINEER PRIOR TO TERM I I � I nsTAunoN. �, O 10"m GOOSENECK e"FORCE MAIN PROVIDE k"PVC DRAW FROM DEHUMIDIFIER TO SUMP,NN k°PER FOOT PVC INTAHE DUCT \ ) \ ) ♦ A EL 10975 ���.CAGAETE SLOPE. REFER TO DETAIL ` _____RpuCipERAFI / A / 1'HOSE HISS ELEVATION _ - W/VAUUMPUMP CONTROL SCHEDULE F-T (FEET DR_FYW LL WETWE �RYY�FLL I IFUNCED PRESOLRE OSNE WETWELLHATCH RSP or xn EN Hl. GEFER TO AIL ON DxaNxc c-so3 RM(MAp 109.10LEAD PUMP I - HIGH LEYEE ALAR. 1 TOP PLAN PUMP ROOM AND WETWELL PLAN — EL. 99.5' 1.FDA,ON 1DOEG GCAIE:1/I--r-D SCALE 1/1-L-D' LEAD PUMP ON ICSOC PREFABRICATED PUMP STATION PUMPS DW LLNu ALARM(MAT) BETRUM .1a m a-D" 9. Z I . IcTTRE O P OF sTtucNREFINISHED NISXEo cxnoE EL SHED 20.2GRADE CL h EL 120.5' GRADE lOG.SlISEO CHAOE FlNISHED GRADE IL 119.0 Q Z DGED CHILEWO W PUMP ROOM AKE A,,TT nor / REl1EEUAVN 4 IFAMWE CLanivT NOT QFC F.F.EL 100.0 °NN Fal ,U. PUMP t/z'TO wEMELL-- SURGE ISCNARGE -•F190W <H —4 EteOw N Q C�BINATAGE ION VACUUMnR5.5O'SxtTIMELL� PE� ) QAGIAAAGE TO EL 1".. lV.£LL _ Q N / rzFLEasE vnLVE IRLOW WAAFIDS,LAR TER ALARM. LyJ 4Z RICH ASCHARGERTOEF HIGH HIGH/ / Y THREADED CONNECTION WET WELL �ALLARM BACRUPPFFMDA7S WET WELL �AIRM BACKUP FLOATS WETwELL / / " d �' E FL, 5.50 R aEUEF RUN. RSEE valvE- (SEE NOTES) FIN, uULWTiTROBE —� , MD�TIR�E LL,I Ixv_EL 10925 RCE "A"FFD •CUSHIONED PROPOSE 'FORCEMAN .a aEDu[R� CER EL D.7., PL EL Oe.75 ON— K EL 109.75' -- �^ R B U MAIN 5 P D LOG VALVE(rmJ ® DW 0'x8'.5'REDU—IEE 0'GATE/in — / �aacE ¢EL Im 55 FLANBE ¢NO--„ EiBORGER ED uR g1NE� vPLVE(ImJ ® "L�. o UO 6"GALE 6' ATE �...NLET(Tm) TP DFAPW / v() SnUOO ASSEMIBLRE EO - b z VA VE ITYP) A- -RIC ON PRESSURE ( J 3 '� LEE,) nu AssEMetr'.. / l �.�� NIEi(TOP) �� —) RFssBE,cnuRU IR—RE SGURE FlE.L c a NTO BUNB F xt£ DISC PRESS O6". A-EN—(TIP.) <u s¢w ° GAUGE(TYP.) (ITP.) �o SUMPt'FOEEP- / SUCTION WPE / svcTON PWE zz 6a a P.EI.tW 'Ja 2"CRI SHLLo �d I! SttNJE(t W.) EL 99.0' El.BRG I IV lJ �1 P-2. ♦=4 P-2 LJ P-4 tt�� 3n Af SECTION KiSECTION 2 SECTION a �'C L 1/4'=t-O SCALE'I/4' 1'-O' CAIS f/4"-t-O 8AEA6E .ECI.,RAPHIC..CALF BEFORE u..ING FOR PERMITTING PURPOSES ONLY - NOT FOR CONSTRUCTION G103 2 x 4 6 -NEer 2 4 PAY IT° IIIITOE p NT = KEY NOTES a' DO sAwCui AND TACK Coai(M)E ON�p_..EN AK rn °RADE GinoE nxO NATFft nE snwc n � 1O UNPAVED sUaFACE N Flt°u IN K A DO BTT—w-w N N Nuu moi" z a \, \ \ s EOAN s sED %� ALTERNATIVE TOP SLAB N°oo AR wrrxRaa g COgsr Ro ss BI.E N ow oREcnow er c El / .� \ \ (SiE¢R[IXTO fBR HS-ZO IOEOYM) k NT.S. P Nc(SEE ESPEC FlCAnON FCR PR � NNA�J cnn/NNFI P) ME'ro HNIE°�S-ns�ANARTIR—TnVECTCOB`'�CK4'°BLE rc n• TORBEOE.Nn xr LL NORTnR BEo s A ©OONcmaETrt°NiNnanE wRrtn ea.oaiOR PraR�` PLAN sEOPE.AaE+�<vrr a 8 v/ v PATIIA Fxe AaEn E l az �y M-1A'I sa'CLATS' Oj :AR`72 077 Pouva°""'wwxrnE encIKRli�olF[cl[n 12'uFzs P o°0'/P7 KQ BY EncIxEER \! uFNCENI""cYJ"TAPE CHC ES*DX0.E E3EVAPOn"E'AN CROwN OF ®0� 40, OS�aN. �P ,im IN—IFIE. AS Pam >� �" �a(°p„�°�'�°c""`P'PE re Os' &P THE SECTION A- P SECTION B-B �'� I, O ON 1 ND_A Oxr„Nc ANO m �//t„y;.� ,..,! 1 Ji z x RA B - O .crosHEo xONeBRICK INVER ' - B e• <rR°DwEo STONE l a 3 s �a�EoxPaOs ,RENON NO,N PAY"Ni c�+s*ui N B•uF,N) o ///, �� �� f o N°mss. a o \ FORaMAIx _ �u Ee(EwaF,Fe F`-,-NuswareeF PReoFlnc �. gg ^, 1. lAINTAI IN-1 III Nom TO s o IFE \ s, 2. awO SHEEnNO OR DIER TRENIN PIOTEOTO'TOBEPRION :Cy 4 ,/� O s"(m N uuu;ADooE n I-rn°.N �qbn PF / \ / ��/ •,Gs�:..,vcz� EasnwO B'sive a.pONTRAPP_onT EDDI SAIT,xswENcxc DPERMIT o sansn'nu 'FEET BB,ow nxI E E SECTION SEWER AND DRAIN PIPE TRENCH NANTMN sRO Agro EMAroOOTIFI, (2) g wPIPESE—M FORCE xOMAIN TRENCH DETAIL E �� OO i g PIPE "E s / A�' �� SSP AND DIl To zFIO,FROM F11 o " FORCEMAIN l—STEP To tE..MO owner VNS RESTRAweoJowT TABLE ';" � REA'S POND ONFO-NNANNanrR, �Aa s DISCHARGE MANHOLE ANSUEg`w : DETAIw N�wNN cRWT pN0 �.,.RE COT BR DKN B N ONRON o ) M TE P)AnOw DR DATON DASH PAEssHRE"'PE USE FOR C l—k TO SN'T"NANN LS NTRSL'NEv£N SUR S 1£NSTn To BE R[s .E.ON FACH SIDE ¢ � PLAN PIPE THROUGH PLAN AT JUNCTION m"I DD JSNr uAN°f"MIRESSON-TYPE OINECiOO^s SNOMN 1"° TYPICAL PRECAST MANHOLE NRaDRPO NEW PIPE TO EXISTING STRUCTURE �n s,R-R.ANO cs Ncc sNw°E SORAE FOR r� � Nm P E O S u BE NANOFACTORER IN aDD WINE el£ w p RNO� o o w S x s F.O D Nu T BY FIR—DNAwN ONS RODnON di ENCLOSURE ZO 1. ss Ei "� I H NI.DRAOE I I N " sexER T Fort O AN BV U1 IANNE,AS DIRECTED BY U .. \ I O`yA CT Ox k p ox° cE w x PR N Nxo E DnaIO 1 S W "B w O N E wA R Ni PLAN 1 Z TOP sEDTON TER iI BE LABEtEO NOES I� �\ a AP.-SMAOE DDE ,� u sEwER aE, ) I u N Em Aso A- J r r• ,( it e(A o Pv}T ENCLOSURE OR ExlmwD PwE i A cRarEEIF IS I ..P1—x`eO Nn O 1 i °iT,P""" e BASE Onow ROONO PrPE TO Xz o y� PLA .IN TO sEaE I BE E0 F� Door a �< i AE ERAnwc NIT N r.PRE DANT DowcRETE NTRO 1 To EE PucEO AROOND Ewsnwc AND wEw SECTION Nwunex F em,xm> o i I—AND11—OlsE�ExSIGPPNDNOLONDRrNOSES,AL-BE O ��� RE R� ��a DENW m A �NwEBnDN TD NEw PPND B NADE D�1"a `V xANNFACQS"TN n �B ���ERAT�DN xNW=A N �8 � N `nA � PA'NAn1 RADE _ a NEwD°N Dn�D AX.TANDR N�E.nN.PPE EEa�PPR DDSTP�E� REND"o NTMnw�AToxYRB <xN N o a wDsauBE NaYEOAunNE oORw B s NP"c a TYPICAL EXTERIOR EQUIPMENT PAD DETAIL o i 2; �-�);S. oo P:RG BASE I-° ` "STM 3.,0o ERA Ow N B c«NEss OSE _ORS FORD POR R DnO. r.DO cTm Siv BURIED VALVE WITH VALVE BOX OR TO INA-ASDEPTANDEN, RONoNTONE N.s. OROAN N wDAnOws DOGHOUSE MANHOLE SECTION A-A FOR PERMITTING PURPOSES ONLY — NOT FOR CONSTRUCTION C-501 2 3 5 6 -1, s III���TTT��R 2 3 4 - 6 1:I_ac.185 UNIT HEATER SCHEDULE ELECTRIC E N A reP"F)`P R' MAx t-In'CNEGN VALVE x Px xa «Moo¢NG S5MRS1 OF OPERA." uH c -- t-t/2"BALL vALVE� t-I/]•DIBcxARGE P PE 'M-ITSTAq�(ADwR, 4. t/ BO� R ANDTER—z - $ _ Dun lDCLOC OCH ELEMwT Ex G[" HWALL/CflMNc a N LIZ &RACNETAT a AFF. A o UNIT HEATERS (ELECTRIC) FAN SCHEDULE ParnNLTrNE NosE s3 - P. SEQUENCE OF OPERATIONS crvR Ma,;DPErvwc R1/2- E RJ y g PF ��/z" �i R W/z RDWDELOCALD=DGNNEGTB�TN EEnGN Bo DEHUMIDIFIER"SCHEDULED ®o� o� "T6C T" ,A. !T AOAair pEcmiCN. �3� NT MN AGR _ "0"!" F GPERAnGry „GT LG AnGN D N DRAW i °>w re I ER T w �r �MGD No :DMP PDMP FAN F,sxALL SE STARTED ANo sxALL RMN ) w,N rv,E.AL wAu./GEIDNG PN,E,RAnCN _ -- GONnN—S.+ OB c,•)rex c�PINS/DA. A WT I FAN F-1 Ac GTSTAAL SEQUENCE OF OPERATION r aO x sAa ®aDEi i6DNA.G g>R "IT STAND HOT E FOLLOYANc. INLE'ROSi 0 HTFMIMSTAT pu� SUMP PUMP DETAIL FAN F-1: SEQUENCE OF OPERATION =.E>ECTF. FRosT GONTROL 1.x'o..Pow„ER GOA TYPICAL PVC GOOSENECK DETAIL G E / / FMBFn11 IT Mvdi(Trv) - 3/4"55 PRECAST CONCRETE STRUCTURE HWAISHER DLT, ND /Mi wASHFRNEN"(Tri.) A 4 t/2" 5 STEEL Ouc➢1E wLW PIPE i r/," ORIERWISE SPECI.TED / 318 STAINLESS STEEL ® ® aaOMOE s+f£rr POR Fa+ A a'a ° ' BS ANGLE L 7 X< 3/B' o / OFTffi NPE CLAMP u'm[as eEiow NAttKs arz "X a.- ', mAn�(sa erort> tw) osxm.warnm z-aa,. -. a, � »woawt Posr- I Itwrm snrtry urt w/ ° ¢ mMsa(Kram) urzw ro vas= cxINE Bar(Tm.)_ AO—DID - ii I A Toa of caxcRETe of cRotiu1 t,cna a SUB-ATATION E N 1 ° PLAN SECTION15/4"55 EXPANSIDN BOLT) /' ---- w/s"EMBEDMENT N WALL PIPE SUPPORT s ANCHOR BOLT DETAIL WALL/CEILING PENETRATION DETAIL _ N.T.s. „»N,anw= m �wLONN,`aa""aa / x,aP a w.0 oa R»tiw aaw x.r.s N.Ts. sti¢/a v"we lmj 1 J m I/a".a,/a'Nwr wAre(tn) (rel s�A%V ANCHOR - an N. �M®Is"o.c.Ew.oonELs A./.W R,T_A' Q s e.Ma t/YUAN d€ EWIPMExT MANU cn;RER I—) I Mw aooC P x NALINN �' (TM vsw»°Jru�lmw' wm Na tt'm) UE—TCP of GourcRHETE O F 2 OUR(M) U PRIOR TO PLAGNG w-STS PAD D o sz-G.G. Z NOTES: ,so AxEeo DoE U L SEE SHEET nwN,xuoa tµ'MA sx w� _ rest rtooa MYwEt1 PUN NEW -3 FOR EOUIIACNT LOCATIGNS AND LAYGUT. RoaH SLAB o _ rcm W»s ore�'a-rel Po NON SN" GNNAtE�uc ORGULi Ba 11 w 3 Row cOUPMw.r REou reEo RAN. FRONT vlEw SIDE VIEW EQUIPMENT PAD DETAIL a. ro=,e ss aP Nw R ,ACE - << es,M wn rte ss. 6 V CE) ALL ALS£ �o Zrcrn uxcwG. a w asnMAA _aL Xa.os As vosawc m DIAPHRAGM SEPL G. S 1. -� �,"."L`ro wtCa+F BRASS)/z^NIPPLE(rw.) TYPICAL ALUMINUM LADDER DETAIL ® ,aE sAODET/2 a � xis FORCE MAIN IN TAP PRESSURE GAUGE ASSEMBLY FOR PERMITTING PURPOSES ONLY NOT FOR CONSTRUCTION G502 2 3 4 5 6 3 46 11­1NEEr 1:100285 wIIAS RCTENEER INRmNS -- I %xE DDRNO I BE—{ 0 O R��'sTONE E SPACE 'ADEA O °.°. BABE N A""" 0/0 00 0 �� o co 0 00 0 00 00 0 °f fi T 3 LATCH AND LOCKING 1 tiA %'NWNX Pw li a Tx ROLLER ASSEMBLY ASSEMBLY °n.mARe '°D'x"'ff � MATENAL oz i GRAVEL PARKING AREA DETAIL LiiJ uxO wE LiiJ LiiJ IA '• x¢DOn Rm sFrnax mxsmDcn°x A.usnnc� c,mux°uxE it �I �on SECTION A—A , 1o'ass,"°°`F°roP }yE?J rTl'Y aT"sF�(cw's°a rTll 1 rT7, z5 �.p L I_I 1 IJ JJ B ccuuc� esR ��° T,_J � L J msrAN¢n ro aE k�asrANCF R' vDF nEw suxt�,w iRuss�rmE c x i R R ND12- FENCE ON GROUNDT FENCE ON CONCRETE WALL x.BERAANDaa,Ow OF_.BB, I EI E AND�PULL vnCE OE GRAVEL BASE TAIETCXEEN ArvO LL­NRTCNS ? B m° Trota�x".`xs_ .sa F>oxaF,wh,Fn ��ro 6.A°FxC1.cc — o — POsis vEMERT t =� ROPIC FOR GATE POSTS r vACB ro RAVF nwOrtO AND NOBS,Rmsx l J e B O sl u z OORBI s. M,TFR,xsAND O Rx ON 00 � FA POST BASES SND CHAIN LINK FENCE WITH TOP RAIL wsr a PAwxG Iry MAR°-irvc u :PA—E"T'"ALCOR°A"CEN iE BPE°FlCATa S CANTILEVER FITTINGS FOR TRUSS TYPE CONSTRUCTION GATES DRIVEWAY PAVEMENT DETAIL q -11,DECAR(P) ITS, a .-TB,~BEADED BRONXE DAT �TAPD�rv�E D" RLL IL ��G°�F�,�FlN�-,GR E IDIXT I-) ~\ ° TED(ca E w>irr�(Tw;uxesceNT,� `ol D wwO,G x,N ONNFR w N IT ACN CE CABST LE OR Al.A.A .—OA-DER)O w.IVC,P q �N,RT p 11 RI I R PE ND,ss. DIACCU'UN"x,RPLLS CER� M ' T � OR a LL NT CO.-- s rvR ­N P N FlP FD mTo PIPE ,tss St ya TErvENS TO y /� CON.—(.,CR RCTAsso I � ��-. 1/ M MEGESTsEwu t aa�t£u0° R I `� O VALE TRI AND ROAD BD u FGugL ro wATFRga TO BE sv,wcE NDBlas1E0 FEiiErs FR i DETAIL,ABEL GDYER a5 sEWiR IN sNALL BE (� x A rv"D PLANK DEEPEn TNAx SIA m°sT °(n°ME ovAe�) TO BE PAN n w,D GOA s "!. >i J° PND,EOTDN O 11 v i ,, R ADS ME,;ALDGs AND(1)R RAKING POOR,z SIDE aD,PIPE REOOIRSO 1­1�n a(oE Pvc PPE EDRM U U• AS 9�E.D. e"D A MJ ELBOW ExP.wgoN JtlNi cTm) 5 PA s REGDMMErvDED AT TNF N LL) z PROJECT SIGN B(�) �( ) AND °Dce wxOR ABLE EOROEMAIN o CRF E( > OD n BE Po nou D D ce RE ME CROP P PE NO U EORCE MA 4'MIN. .MED AND(4)RESTRANINC RODS 3 IHEL_CENT PRO r E o THE Q' siDE __LB•p� wmc s.Pn�1,#ARN ce•NAAR a,pszzs OR Iys>", N— FORCE MAIN BY CONNECTION ,B'' A"''"T1fi90 W R.�_Ex, Ns",AA C")-\\ -PRNOPn BOLLARD DETAIL DETAasA CEN'':us°o�„'$oa NuR R FrvTA EEDR R R zo ��� U STORMCEPTOR DEVICE DETAIL FlELO VARIABLE 10'MIN IS c4Ll -- I RET°NEDRRED-,,rvED,REDY—DCONCRETE 3 RD�Mw�O L<rvG,x GRFAB N,NAA�FEET..0 PRAAT P N B,MN, µ OT Ess N N PIPE FORTO NF "° NE ABgRB,Y w��E REn:rvo LL MD G B �N< n ,m x �E� �AN 1 RZCCTN�aLLBEP TRLA PRIOR �N �zaDGDD3R4g°,F GNDBFBTOPE Tu GOPPFx �_ R c� z HELD VARIABLE c ALLµRPS EE NATER F-CA G OR DSVETMTED TOWARD FONSPTROCTSN S,,, N i UNDO SITE I-WATER t'm --_ oNDRn I. D= \ �cBRR soP w,TRwT GRAIN rFpmNG A A R P �p Ed r DN DP �--T ET w N ORT ROD —REMENTB R ME T O -MBDRE R TON aT O7, ANCE BE MAINTAINED IN A NTO as III � r— ASHED,OR ND g w M'...N "R gLTER CLOTH L o NTAB RM U�TO AP���­ENT TTM LDTwROP STONE SH a D CORA «F VALE ­NToa� ANODT DP »w NE S NAB COMPRESSION E. WATER SERVICE ENTRANCE DETAIL eaa� aPn°KALI D RE DFD MMN ENAry R LL BE PRo OED OPPEER 1111 R,BEING. ALL BE XAORPIum B 0 BY NAND ro A•ARGUE STABILIZED CONSTRS CTION ENTRANCE B warER SERVICE CONNECTION FOR PERMITTING PURPOSES ONLY – NOT FOR CONSTRUCTION C-503 g B. 2 3 4 5 0 1 2 3 4 6 6 015 DEWATERING NOTES TEMPORARY EROSION CONTROL: AREA TO REMAIN LN MEASURE DATES FOR"I 1, 1IIAT,1SFIl1AIIE I1FBI1IFI UPLAND IIIA1 AS FAR ANOl'ABP GDOM STREMNE,GET-ANIS,D-RESCIIIIEN AND TIMING,ACTIVITY,AND LOCATION 8 NM CoN_I 1,11SOIAR11 MIT 1111IT11 1111 11 11 A ITNEAR 11 lBTLA11.COIBOLT 111 11 111111ORL.111L HE 15 OF 11FAM OR ­-1 ESSINDARY SUNFA­­MAY IS COODUREIL 1-111 ITAT 1;F1 LANDULEA/111 I FI`AP`�'0-TO 42 C ON LOAN N'MCM.IMAM N AND 1H 3 CORN11,11IONT IESS­ATEA INT AS MELL GPDTULSb OR OTHER IIE STABLE FROM FROODD I.E.FOREST FLOOR OR COARSE 1.=1 I zA ON IT I.S.GO LNFA DAMR, R '. 'D IT"P"LN `7:7�' 1— -111 SITE 11 111 All 1111 ORTIORANUE,STUDIFF PRI111ILL.111AL 12 7=LF IS AIR.THAT AIR.-OR RE--17lTEB SILT BENCE W1 FILTER ALL SOR ONE HALF To BAD THIRDS THE NAMELCH 11 DIAMETER IF TI 111) 5,MIT 1A1 IRIA,'AI�BRP ON IAI111E IFF 11 1111 RAFTER,I.E..FEE COARSE PARTICLES A-N MATERIAL:FOR SLTS/CLACS A .....NO,INSTALL DIIH111 IF 111TIN111 ASAACL STAND IF HSTIR ALL=TSI.I�F.,To SGTFN N CA G LSPE A SECTION AT LANDSCAPE ARE A DI INT­11111IRMI IIIT 11,11 ICH 1-1 IIIA- T X,7RO E To q A III FINGER OR 111N-1 -ABOUT�1 SO 0") 1. ..10 AEI`c'�N`l IIIRGA�1,1oILFRI.IE THE GDGAlA-AREA NEED TO BeSIA111 11 IS.VCUNTCI CALF1 EROSION-I. RE 1111LOT-1 LOG TV TSE LD FIRE I INGT FORTMILL ALL =,DRY W­,U1,1IL`E=.I IIITIIL 111i IN A­FN1I1 1IT1 SURTASE E R"Il"A A 8,BICKETOD IIATIR WILL 11 MA.DI "ARTEERESEA"F STOBPre%V0 `G_�­'1'1%MEA1- P REM—AGLI A 1 IAN OF RIPER H MIT I? 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