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14 BERTUCCIO AVE REVISION 4 SUBMITTED 08-31-2016 - PLANNING �`1 �erlvcc�o f<�e. Rw�-Actio y SubrniAAzc1 Avg �2oi� MM I iversal© www.myuniversalop.com phone:1-866 756-4676 UMV12113 MADE IN USA ��V�S1Gr 1 �� ' � ���v e �o� F� \ 2 14 BERTUCCIO AVENUE DEFINITIVE SUBDIVISION ESSEX COUNTY, MASSACHUSETTS ORIG SUBMISSION DATE:. MARCH 16, 2016 REVISED SUBMISSION DATE: AUGUST 249 2016 PREPARED FOR: OWNER/DEVELOPER NATHAN JACOBSON 7 BROWN ROAD SWAMPSCOTT, MA 01907 LU n z > a UU o § aas W N Oaa ..0. INDEX OF DRAWINGSLU .� SHEET DWG y, ""asG„yT i O a ^ NO. NO. DRAWING TITLE ha UU 1. CS0001 COVER SHEET 2. CS0002 LEGEND, NOTES AND ABBREVIATIONS 3. CS0201 EXISTING CONDITIONS PLANa 4. V0801 SUBDIVISION PLAN 5. CS1001 LAYOUT AND MATERIALS PLAN 1 6. CS1501 GRADING AND DRAINAGE PLAN • ' -F 7. CS1701 UTILITY PLAN 8. CS3501 ROADWAY PROFILE 9. CS3502 DRAIN PROFILE BERTUCC OPE 1 ; • • 0 0 10. CS6001 SITE DETAILS E 11. CS6002 SITE DETAILS ;;• 12. CS6003 SITE DETAILS 13. CS6004 SITE DETAILS R g 14. CS6005 SITE DETAILS 1. . " 15. CS8001 EROSION AND SEDIMENTATION CONTROL PLAN F 16. CS8501 EROSION AND SEDIMENTATION CONTROL NOTES/DETAILS LOCATION MAP USGS MAP Scale:N.T.S. Scale:N.T.S. I r PREPARED BY: TTI ENVIRONMENTAL, INC. /\ A SERVICE DISABLED VETERAN OWNED SMALL BUSINESS(CVE CERTIFIED) R E 1 �V rte' !� 9 c ter, Engineering Division r. — --� 1 °a 13 Branch Street, Suite 111 AW 31 2_246 �15.1801 F�.trou ou` Methuen, MA 01844 r DEPT. OF PL;,;,? � `R q CALL eEFO11E Y0U DIG M UN ITY q . K�WO.� RCv T 978.749.9929 COM Dev E-oF'r.,L,�r Eu.�� R� RF 978.749.9920er Ew V...rcvaRERA mwW rERsoRr�n"Ru.o m .»aCS00o�09.v"en�E.nTR98 F.¢�vrvw1�[REWnE A.E"T CONSULTING COM CTING ENGINEERINGM1aJ 009"FECOB �Y"� SHEET 1 OF 16 LEGEND ABBREVIATIONS GENERAL NOTES A01 ADJUST 1. THE LOCUS IS SXOWNON CITY OF 6WEM.P63FS60RS NAP 2A LOT IDS,LOCATED W 2OHWGDISTAK Rl-RESME I EXISTING PROPOSED DISTRICT AND M IQHOWN AS M BERTUMU)AVEHDE,SALEM.NA SIM. a 'm CLW AFPRO% APPFOZIIMTE 5 ^ 2. ELEVATONS ARE REFERENCED TO A SEWFA NVIMIXE RW OXNATIW OF N.M.SEE RAN C50701(SHEET 3 OF IA). rtV" ¢ Brt BTN"NNWS WILDING ME TOPOCRAPNY SNTVN ON THIS RAN IS THIS RESULT OP ARELD SURVEY f£NFOIWEDBV TIEIMRpMEM/J.Ixc. C '6 BO$ BOTTOM OF POPE WRING pECEYEfl TO BWIWRY 2013. p9 PROPERTY tBIE CB CATCH BASIN A. OEM REFERENT'BOON 18152 PAGE 1A],SWTHERN ESSEX REGISTRY OF SEEMS. Z IT N 1 a RIGA-0F-WAV UNE COB CAPECWKW S. PLAN REFERENCE:SEE RAN W l(SHEET A OF IA). W ADMCEM PROPERTY LIF@ CLOT CEMENT LIAM WCTI-E IRON B. THE PROPERTY OS LOCATED W A ZONE%.AREA OF NO FLOODING AS SHOWN ON MAP 25)(GO116G PANEL AIB OF SW RVI ISEDJULY 1&Mll. SETBAMLwE CEF. CHMN uw FENCE RWpNAY CEMEMINE _ _ T. THERE ARE NO NFRMSIS RESOURCE AREAS LOCATED ON THIS PROPERTY. COCONCRETE FENCE —•—•--- cormHO WNDurt CONSTRUCTION NOTES: CANS OCD DOUBLE CATCH fl45W 1. A. k0TI OCONOTTpN51NFORNATpN SIDEWALK ON ORLLHALE TNELOCJ�TbN90 RAREDISTING BY1 E RW RORM61TIE9ME5NOA'NW/JI APPRO%UNTIE WAY MY MRO HAVE NOT BEEN WDEPENOENRV VERIFIED DY TXE OWNEfl OR RS RERttTrEMATVE. O CONCRETE OMIT WASH SANHIXE TXE COHIMCTOR IS SPEOFKG Y GUIONEO THAT THE LO MOH ANDRE ATON OF DMTINGU EG AS SXOVwW SIC: P ¢4 D DS GOWNSPOT THESERN THE INFOEDOR TION IS OT Of MELTED LISON U GENG OM ORIES MW.W EEPE WNTENEMI MtLENTLI.THTAKEW RVAAG C\E. THE FIFID,THE TII 0TIOxN MOTTO BE RELIED ON AS BEING F%ILT VATON TO R THE MUST ION ONE 6BIEWAU(MFA APPROPRIATE IT TTS ULL BE THE RAM ATHVSI O THE OBEFOREAN'ORELOTON TO FEWESTEXACT FIELD LOH COFK GLL�a EIEV ELEVATOx IITBRIES.R6HLLI BE THE RESPOHSIBWT'OF THE COMMCTOR TO RELOCATE ALL E%ISTING UTlTIE9 WXICX WHFLICTNTM �O ( ® OlTCROP(RWQAREA E00 EDGE OF GRAM THE PROPOSED WPMYEAIENT15 SNOWN ON THE PIAHS. yRIR^' _ EO EOWLL MI NECESSARY INSPM`WNS ANDOR CERTIFICATION REWIRED BY CODES NIDOR MARY SEWM CNRAMES 3XML BE PROP0.5EO PAVENENTMFA u 4 PERFORMED PRIOR TO ANFIOUNCED BUNTING Po96ES610F1.WO THE FINK CONNECTION OF SFRVICF,O EBXGw ESTANTEO SEASONAL HIGH GROUND WATER 2 COMSTR C g MiOPoSEO SIDEWMJ(NiEA EMST EMSIWO ALL MANI)W6RE.SHALL M IA ED L BE REMOVED FROTHE SITE ADISPOSED OF W AN APPROVHANWR SNNPS NOT BE51W1 FON FWFAAWN I` E%49TOPSOL: TRG S SHALL MRO&IBSOIL BHALL BE REMWED FROMORESROADINAY GRATER THAN MA STOCIRBEO.FLL NATERIAL,BE IAED W A6.Vr SPoTELEVATON RBN• NOTD CEESIWL BE GMVFp AND W BE EQNAA MOSTCNE6GRATERTNMI 6WOMMESE AS^ RAGARD CLOWUFT9 FES FLARED FIASECTON NOTEXCEEDINOPWOF➢fN M1O5NALL 8E MECMNUGILY CONPKTEO TO 01916 OF DRY OENSTYAS W'1ENNWEO BY a S`GN FFA FWFID 3TANDI.RD PROCTW T:3T. _.W COMWR 30FP FIRE 4ROT'WH SE1 2. IMTERIALII (n — —i—r—r— CARTED UNECp1E3TIC • A ALL CURBING ON SITE SINLL BE VERTI L GRANITE WRB RVGC)WTM AB WCX YERTCAJL REVEAL LAILEM OTERYISE NOTED,OLIRRINO Z ___ f60 FRAME AND GRATE ONSRT: O —�—o— STORM SEWFA —e-0 FSC FMN'NA CQJER B. BTUNIHOGS CONCRETE PAVEMENT: ~ —r—f SNRRMYSEWFP r—A— GF WWDE BOOR Rte: n —¢—¢— OVERNEADELECIRIC JAPE HIGH DENSITY POLYETHYLENE PRE SURFACE WLOIM: I.Vl WCRES CUSS I BrtUMWOW CONCRETE PALEMEM.TYPE 4I MFNBNG COURSE Z W BINDER COARSE: 2-1R WCXES CUSS BITVMINJIl9 CONCRETE PAVENEM.IYTE 418PAER LWRSE —u— uNDERGROND ELECREIE T` —A—L— NYD HYOEL RAM LSRAVFL B/SE WW6F: 12 INCHES SECT CO4PACTEO G LIAR F6L W s m z O ¢ SANITARY MAMgLE O IHV INVENT EIEVATICN RESIDEMIALORNEY/AYS: O 6 Q SO p< SU (1 CACLASSRFACE COVRSE: 1-1CHES /SS I BITIMBROUOURS S CONCRETE PAYNAEHT.TYPE 41 NEARYN CE •y 3 O STORM DRAM NMNNCE O R IRON PIR BGRAVEL 80.5E COURSE: B INCHES SELECT CONPACFD GRANULAR FLL AVEYENT.TYPE 418WOA WIWSE U 1Z STORK DRAW FLARED ENO SECTION UA IANDSfIPE AREA G. erryMW'OV9CONCIRTE YCEWAI%: V 1MWD Q z m NAY Yg w 3URFMECWPSE: 1-tR WCNES f1A591BI11OUMW 9LONCRETE PAVEYE ,TYPE 4I EMfi CO WURE SW Bf00.40RVN INLET BINDER COURSE: I-In INCHES CUCONCRETE SS I MILNINWS E PAVELEM.TYPE Ll BINDER COURSE � x MW NWILIUM GRAVELSAMOMRSE: BINCNES SELECT COIRACTEO GRAHUURFOl w Al O Z M U t). POLE NO NOTWCpRiTNLT D. LANDSCAPE MmEAS: 1 ALL CSWRBEO MFRS NOT COVERED BY STRIICNRES OR PAV NT AND NOT OTHERWISE SAVURED ON THE UFDSGPE FLAN Z Tj� UIIUTY FIXE W/UGM NTS NCTTOBGLE SWW.RECENEB WCXE90FTOPSOIL TNFSE MFRS MF TOM SEEDED ND wATFAFO UNI6ANFALTM STRIA Cf GRA556 Q oBTAWEO W NULCNEO/S OWECTED BV TR ARCIDECT. FIRE HYDRANT DCS WTET WNTROL STRUCTIRE E TRAFFIC CONTROLS' W [QJ WATER VKVE OV•5 OB WATER SEPARATOR NL SITE SIGNAGE AND PAVEMENT MARNWGS^ LLCONFORM TOTB:MANWLOF UNIFORM ORAfFCCdlTR0.OEVCFS. w PERF PERFORAM F. AOA COMORMINCE: MYYALM SHALL BE IN�OQAPANOE IYVINI THE_ e WAT1t SEIMCE WAMl IES ACT(ADA)AND THE MSALgAS�ETTB MG NML ACCESS BOARD DMAB)(wMCIFVER I3 MORE RFSTRCTNEI J PROP PROPOSED 2 STORE BdIND Q PW PMYVWVL CHLORIDE PIPE A' A urBfTEs: f PWVI PAVMVYATERWAY ANE SHALL.Dx ELEVATIONS OF RACTCRMLLTE9 A86NOWN ON TI AND PIOR9TO ORDSEDORTXE 6PNEY NOTED ABOVE rj\`.✓JAJ STREETTREE ANSI SHALL.BEVEPo ELEDATHE COMSTROR PRIOR TO SS.OIANON'ANO PRIOR ARE BAS ONTHECT11RE3. e Ra REwfoRGEocoNGREre PIPE 6 a B. PRIVATE DTIOV. TIELOCATON,TTH HEPTI.ANDSPECFIPRO%CI FOR CONSTRUCTOR OF PROPOSED PRIVATE U C HIPANYsB.TEBEw 8 STREETUCM �� PHONE MAI REMOVE ADCORCTF,C NTMDESAGH AND_ TIONONT THE BUILDING A4RiOVED BY.THE RE yTHEARCHITMCORMYRMS.TR SHALL 0 RFMW REMODEL COR OOMIATE FINAL DESIGN ANAF THE IONSATTRWTDWO WILL RE THE RESPEOBV THE ODAIRT,TIE CONTRACTOR SMALL f COORDIFUTE TRE WSTALLATOi OF THE UT6TN CONNECTIONS WNI1 THE RESPECTIVE M61TY CONPMIEB RRIORTOANY VRDY aFJE RET RETAIN CONSiRUCTIONOR OEMOIITION. E RBD RENOYE AND DISROBE C.EMERWRUGITNG: ] UGXTWG SHALL BE LMATED AS SHOWN ON THE M PUNS OR AS SPECFIED BY THE LMAL UECTRNC UTILITY COMPANY AND RSR REMOVE AND RESET SHALL CONFORM TO THE SPECIGIWTOIS PRONGED BY THE LOLL ELECTRIC MIUT'WNPANY. !H NSS NENDVEMOSTAO( D. STORM ORNNAGE G STWRN DRAIN PIPING SHALL BE NIGH OENSITV PMYIT EPIPE(HOhT INTIM CORRUGATED E%EAg .SIAOOTH LIM'D(TOOL) r BARN SEWER AUNHOLE WITH LOCH TGM MINTS LINESS OTHEIN/LSE NOTED ON THE GRAONG B DRAINAGE PUN. O STIP 6TRUCIUTE E. PN SEDTNES: PHI ELEVATIONS ONS OFOF PNONSFDDRAINAGE NMHOESAND ASSIMILATED 8IRLOTHER ME ATIBATE.FINAL ELEVATIONS. 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OCRELLDBRDWPBDFORTMORCEM IxR IDISOy1] COMPACTED SUX;RkDe// CONCRETE RLL I. RDAp1pR iO BE RiEMMUFKTU1tED LPIR ]. CONCRETE 9NI11 BE9W]P54TYPE6 FOR CONNI OF RPE TYPES. ��CONCRETE THRUST BLOCK �1 SANITARY SEWER MANHOLE(SMH) �\TYPICAL WYE AND RESIDENTIAL CONNECTION v .m mews wrroews D w1TGel2ve wRmenn ae0 CS6004 SHEET 10 OF 18 I a0 4F rp (O m 2 p ffiYY n p °m Mw.l • O� W p� N m °Li a ° 0 A P A 9 IT g �F D m idili NNN a , :0 x y Jy aa � _ S �pT- --T--T � L 8 ° v NX o" 6 M (1 ®ill IM I l �N000B m a ,., Z ���plPP��it 14 BERTUCCIO AVENUE Ae fp? .M suets.Mn o,vro NS05 nMM 20 LOT IN p� f 0 e• E 3 'e' 1 SITE DETAILS �v, 6g: = 6 yex5 v f;• O O m r aey3IM11.P�3 ye. �• , ,• ,.A - ,r TII ENVIRONMENfALINC. NATHAN JACOBSON p s8FS 389Aq maan m.vne nmaims>M6n,it '�pV ,9RdNN11MD MCOren.W.G,IM tl E � P P are w. et'm gym. SWPMP9LOTT.4NMPN T 029I.PWlO i N61.9BPM I r n 3�d p1 a IN € $ All, --mayIN ,\ ``` \\\ L I 6\,\11`11 • 1 IN IN v�Yi438� I i / II lm. I I RI � o o •� \ / \< a 1 IN �N •��\ / �P / III \� 11 \ •\�\\\ / / 0. .T II T\O9p�•\ \� / � `s r �^ M •\ � .,•\ ,\ IN, \ T e 9 pg m $ali81�$' $4 14 BERTUCCIO AVENUE H /�OQ/A� y Q ll N 9c/$1]al��yy$Sg9Fa3�1$�edt♦gaqg$9�1i0if9g1�$993prF3939 msm,e ' wfl+rxmemna G0M EROSION MsS.wwEaaDz.wIfaMorE,osNTATION - CONTROL PLAN NATHAN JACOBSON TTI ENVI�RONME1NT AL INC. m S R 6 `5 !•-$aV�.3s marm,e �, rt¢m+ew vexvorm7 >OrzOwx Awo SxwPSWn.lenoem f 13 B,aidi Street SMo 111 49.M.M401&C 978.749.8929 F 975.749.9920 RATION AND MAINTENANCE: EROSION CONTROL NOTES(DURING CONSTRUCTION) OPEHip 1. WE CONTACTOR MUST INEIALL EROSION CONTROL NE RES AS SHOWN ON THE%INS NO I-WE OETA PRIORTO OONSTRUCTON PHASE £5555yyyy $r STARING MY OTHER.0.ON THE SITE.EROSION CONTROL MUST BE NIFFll D AT EVERY INLET STRUCTURE IE)MMING � � �s•R N9 PROPOSED)MO NIJNTNNED FOR THE WMTpN OFTHE% ECT. THE BMP,A95p MM WITH THIS PROJECT WRL BE OWNED BY THE PROIELT DEVELOPER.WHO NRL BE RESPONSIBLE FOR INSPECTION. 34S OPCMTION AND NA W TENAMCE 2 ERMION CONTROLS M SHOWN ONpIMS SHALL BE WSPECTED.REPAIRED ANNOR MMMAPED BYTHE fAMFUCTOR IU _ WEEKLY AND WITHIN 12 HOURS OF EALN STORK EVENT. 1. THE LONTIW.TOR IS TO NSTN.AND AWNTNN ORNMAGE FAGLITIES/59NOVM ON PINI. C J. SEDIMENT DEPOSOS SHNL BE REMOVED WHEN THEY REACH A DEPTH OF B INCHES 2. %UIXi TO CONSTRUCTION.N ENMRONISLTATION LONIROL M=ES SHOWN ON AROVE PI-M ARE TO BE WSTNIEO.TO PREVENT SBT F INTRUSION INTO ME OWJNAGE SYSTEM DURING LO RKUCTION.THE CONTRACTOR IS TO IMSTN AND'WMNIKET PROTECDON AT l SEDIMENT SNAIL BE CONTAWEO WMHHN WE C(MSTRUCipN SITE.AWAY FROM OMINUM SIRUCNRE9. NI DITCH BASINS,MID SET A SILT FENCE NIDI XRAY BALES AT ALL M.OPE9 WNK.N MAY ERODE W THE DRECTNW OFA MY OPEN OWJNUM FAGLNIES.SUCH PREVENTNE MEASURES ME TO BE MAUMMNED THROUGNOUT THE CONSTRUCTION PROCE55. S. STABIME SLOPES$TEEPFA TN. THM S:I IRIFUQO TO VENUGK)WIM SEED.SECURED GEOTEMBE FABRIC OR UIROG( PaP~AS REQUIRED TO PREVENT EROSION DURING CONSTRUCTION, ]. ALL CONSTNUCTIDN OF DRUMMER FADURE919 TO BE WSPECTF.O BY DESIGN ENGINEER TO VERIFY CONFMA MMTHE DESIGN PLAN. fl CLEAN OUT DITCH flUB;NE.BRAIN MANHOLES NO STORK BRAIN PIPES AFTER COWikTON M C STRUCIMN, l ME SEOUENCUB.U U NAGE FOR DRUM NOE SYSTEMS. V/9: 1, lOM1 M'O SEEDNI OISNRBEDMEAS. A. LIFM,WUB.FJIGVATE ARE/$FOOOTWMIGE SY^uTEMS. S. UPON EST.ISMENT OF PERMANENT VEGETATION OVOi DISTURBED AflF_4a.REMOVE AND DISPOSE OF NAYBKEA STNNES B. TRENCH Cf OETFFFI1pN POND IN OUREf TNDNAHOI.ES ET DRAINS C. TRENCH AlID IN9TKL FEES.GTCM BASINS AND NAFINIXES ANO SLT GENCE. D. WSTNLIIBFT PROTECTION. B. NIS THE RESPWSIBLLHY OF THE CONTACTOR MN,VNTAIN NA SUPPLEMENT THE SPEG%FD SEDIMENTATION OONTNNS S. EROSION OOMTROL9 ME TO BE INSPECTED ME MNNTNNED ON A DAILY BASIS.UPON D6COVERY OF SM1T BUIIDW IN MY TCN MMR A9 NECESSARY TO PREVENT SEDIMENTATION OF OFFSRE MOVE ANOgfl ANY REGUNTEU RESOURCE AREAS.FAUNE BY SUNPS.OR MY OTHER STRUCTURES.THEY ARE TO BE O1EMM). FGtw t. TIE CONIACT00.TOCdRR0.EROSION.PCILUIION.WOS CAUSE OR SILTATION BE FOR THE CARER M EMPLOY OUTSIDE ASSISTANCE OR TO USE HIS 0 MEANS TO%10VIQE THE NETHCESSMYCONRECTNE MFASME THE C09T OF SUCH B. ALLE%POSED SOILSSMALL BE MMEDUTELY STAELLQEO WOH A LAYER OF NULCH AY OR JUTE BWMET^ (NEEDED FOR SLOPES ^mow ' ASSISTANCE PLUS PROJECT ENGINEERING OWTS WILL BE E CONTACTORS RESPC115®IUTY. STEEPER TMW 3:1. .p 10.THE CONTRACTOR SINLL CHECK THE OONDMON OF EROSION CONTRIX QALY TO NEEP WEN W GOOD OP TWO T, UPON INSTALIATNW OF GTCN BFSINE,W PROTELTON SMALL SEE WSTNLFD MD ED IWTL REX)Y FOR PAVING. �Nmn CONDITION.EROSION OONH10L6 SHNL NFO BE INSPECTED.REPAIR,T,MO NNN.W BY ME CONTACTOR WIMIN 12 HOURS OF MM MORA(EVENT PRCOUGNG IM WN CX OF FMFNL ON MORE.ERO,OH CONTR S ALL BER ED WHEN B. PRIOR TO CONS1RUCl10N OF IMPERVIOUS MEAS.NL ORNMM STRUCTURES MD PIPES SMNI BE WSTI AND INSPECTED FOR '7 OETERIOATED.OR WHEN ORDERED BY WE ENGINEER.SEDMENT DEPOSITS MWL BE R84IWED WHEN THEY REACH PROPER FUNCTION.DURING OONSTflULHON OF OTHER SITE FEATURES.NL DRAINAGE FACYIIES SIWL BE INSPECTED ON A DAILY /DipJ M,.FH OF 0 WOHES. BA513 LAID CLEANE)MEPAIRED IMMEDNTELY UPON DISCOVERY OP SFDBIFM BUDDUP OR DMUGE I1.IM ADMgN TO THOSE LO FIOH95MONN ON TIME%.(AND ON ME GRADING MD ORNNAGE% S.EROSION COHRIIXS B. OPTER PAVING 151NSTALLEO,R SHALL BE SVOH DEAN ON A REGUWR BASIS, SWLLL BE WSTALLED AT THE FOLLOWING LIX TIGNS:TOE OF$LOPE OF ENBNIKNEHT CONSTRUCTION.TOE OF TEMPORARY EARTKVONKBTOLNPILE9. 10.THE ENTIRE DRAINAGE SYSTEM MUST BE VACUUMED OUT BEFORE THE ESUMCE OF THE US'T CERTIFIGTE OF OCOIPMCY. I2 EROSION AND SEDIMENTATION LOHrt10L SIWL BE IN OOMRIMM WRN Wl5 KUSETTB STORMWATER MNU(iENEM POST-0EVELOPMENT PHASE PMN WE OWNER 18 T00EREM.YYHO EFORMNM YBE OF ALL ORNNAGESTRUCNRE9INME P,M.I..ME FUTUREOWNER EE%PECTED CONSTRUCTION SEQUENCE NOTES: TO BE THE THE 8MPI.WHO Ynu E TMNSFEBED MWE9IBLE FGRGDMPLwxF wHII THE PIAx.Ix THEEVENT OF CHANGE OF OWNER4MIP.ME OS N%AN SXN.L BE TfUNSFERR®TOTHE lINW OMNER 1. INSTNL EROSION AND SEDIMENT CONHR0.S A9 SROM(ON%.W. O REGUIM MNNTE L 0 TO INCLUDE THE FOGMNO: 2. COWJENGECLEMWG.GRUBBINGJJD EARHMWRK. 1. WSPECTNJN OFlTHE IN PEA F REGISTERED PROFESSIONAL S.CIMONGINEE ON BOSUNS(IN DMINAM SYSNONTHS ENG)SURWG TNEFO �_tO� W J 1 CUT MODL4POSE OF MYOFBR6 PROWCFD DURING EAROK'Olbt INSPECTIONS,IXEDISP NG:SREGISTFA DMUZESSILT CIVIL ENGINEER WNIFIEOW pIWNACE A REPORT ON SYSTEM R 1 EVIDENCE OF WE FOLOVJING:STRUCNAL DNYGE SILT ALCUYVLATION.NO LIPROPER FUNCTION.AREPoRT ONME bYSTFM 51W1 _ 1 z Q l INSTNI SREDADIAGE ATDUf0ff1FS BE DEWEREDroMEPPOIER ASSOCWTION.YRHIA COPY pEWEHCO TOTNETOIYM ENGINEER. T b Z F S STABIlQ SIDE SLOPES.MME SLOPES MUST BE FULLY STAEYREO BEFORE MY STMMWATER OSONRGE 3. AFTER INSPECTION.IF MY OF THE ASGVECODOTONS MOST.THE INSPECTOR SIWLNOTIFY ME DINNER.WMO SXNL UWFDNTELY W ARRANGE FOR NL IF MM F THEPMR9 NDDflBNSMOS0.E EINS L' Q Q S W 0 m 8 & FERFORM EMTNWORN O'EATIONS.NL OUT ANO FILL SLOPES SMNL SE SEFOED AND MI0.CPLD WITMW R HOURS AFTER Gs BEWGCON9IRUCTEO.TEMPORARY GRADED MEAS SXOUID BE STABL1tED WITH MULCH BY OCTOBER 13f,50 A5 NOT TORE J. THE PAVFNEM AREA I9 TO BE SWFN 0.EJN.M REONRED(I.E.,V6UNLY NOTICFABIF OEeRI30UDDLGI.AMBJOIW Cf ONCE PER I I Q • w w V LER EMPMED DURING WINTER CONDITIONS. YE'M' IN TO$WASHED• (J (n r i K T. INSTN MON W UNDERGROUND UHUIIES MID IWPRGTFCTED GTLN BASINS SL BE FROM SEGW ALWROMCE"IRM" F. ALL GRADED SLOPIN E95HNL BE SPECTED EVERY SPRING FOR EROSUPONM.UPDISCOVERY OF MY FALUIE BE ER=INA LO Ml' GRAVEL U q! O Z Q z TIR E%ANS.THE CONTROLS SNAIL MAIN REUNTIL THE SITE IS SUFFICIENRY STASLDED.NL PEFOwMEM STOMRV4TER REED SHNL BE PUfWRILE MD MIRNRFD. BCTTOMOPFOfiEW'r = MANMEMENT.E NEE SIULL AVE A XENTNY 3TND OF VEGETATION ESTAWISMFD PRION M GRFCTING RIMOFF WTO THEN. END VIEW W y Z o ^ B A9 THE BUBDWG IS COM%ETEDN ALL MM,RBED MEAS S.,BE PERNNIFNTLY STABII?fO WfMW RXWNS. Eco Q F B. FINNPAVIHGOFGRNEWAYA2DPNWNGAREJS. Nr� O O IO.INBPECTALL SEDWENTMDEFIOM. OMR0.LEARURE4. W U ((.INSTALL SRE VJD9fJJING MDPFRYMEM SEEGNGOF ALL G$iVRBED NAAFIS. W M AFTER NL SEEDED MEAS AVE ESTABLISNED SFAWE GROMTH.NLTEA6VRMY EROSN:N COMRR0.GN BE REMOVEDI. .To tJ.COTfIRKTOR SNIIl xOTFY ANO COOROPUTE Wf111 NL AUMORIIIES RE^uPONSIBtE FOR INSPECTKINS,IT 19 ME 1 COMfRILTORS IRF^uID15101U1Y TOOBTAN NL REOWRED WSPELTNYI SWNOFFS. GRAVEL r SECTION VIEW TE RARMPOY CHECK DAM DETAIL 6JY pPFA BAUEI 1 TOPia[ F F QL A' BALED Ar GTLN BASIN GRATE` _ -SD INW.1 fl' MI D O E ttm11R1A'NYJOU STNfE\� IMA:L) ~ OR STRAW SILTSACH 1 10 P�1 1'NEBAN FOR y INTIMI 00.APRROVEDEWK FILTER BAG RENOV L ,.��p/aPER WOOD STAKE 1 FABRC SLi FENCE pp�'/ RPER BNEI t3HL Pan VbN y 1APK P%1'%S PIAN VIEW j tl -4 EATON BASIN / WOCO 9TME IS E GATE GTO(BASIN GRATE PLAN VIEW t4lNIN.) I (KIN.) sLTAa( B ��11 wOPot ( \srAKED BLLE6I PA I FLON FLa_w F_LGN �11VEJIEM AREA \WI .. .. - FLGN �A `SALE TWINE TO BE FLIER MALL¢ ro Y GROUND SURFACE E, /T<'IYIN E ) MOUNTABLE PBEIGI C ATED SIMM.) \ iMRIC t'COMPJ a ARTWIND\ EWM90N RESTRAWi PROTECTED SE SBCIIon VIS.v CTION VIEW 1'CRu5NE0STONE � TOPGF CROSS SECTION '�•�P GRDD2DNOTES: I NOTES: NOTES: II I EATON STRUCTURE WNX AYBNE IUN11. AYINGSEfl 1. INSTAIL BLL18AGfWNL GTOM BA81x4NHERE DDIGTFD _ DITCH BASIN COISTflUCf10N.MAINTAIN UNTIL PAYING SUMER ONMEPUNE BEWRE CdG1ENCWG WOIM ORWPAVFD 1. ENTRATILF WIOTN SIWLBE AIWENTYfNEry51 FOOT e t.l �� CEORAPERMANEM STNID OFOA551U9 AREASAFTFABINOERCWR9EIOPACEUAFD AY BLLF.9 BUTNOT IE$$TNM TXEFLLL WOIHAT POINTSINHERYE INGRESS STAE BEENESTAMINED, e �•^P�'� AVE BEEN RENOVFD. d1 EGRESS OCGIRS. � �a®no�im"�" S9 F -L B 2 IF GRATE M AGAINST OUSTING CURB THEN AY BNES VIRE TO 2 GRAWTOBEPIACEDOVERSLLTMUX 2. TX[LNHWILE$MNL BE MNMAWFDNACONOTON WMICN BE%ACED MOND THREE SIDES OF GRATE OKY. SHALL PEVEM TRAWNG OR%DINING OF SEOILENfONTO wp¢I �1S1BO1 3. 91LT9ALN SIULL BE WSPCCIED WEEIO.Y MA AFTER NL PUBLIC RIGHTSG AY.THIS AY RECERE PERIODIC TOP f - gTAp1E I GATE TO BE PALED OVER FILTER FMRK, STORM EVENTS NDpF.ANDD OR RE%ACEMEMSMNL BE DRESSING WITH AODI110NN STONERS GCNWTIONSOEIMTD ND 20IB M yWOOD SfAI(E PERFORMED PROLO+RY M NEEDED.MNMNN UNTLL REPAIR Ofl CLENIWf OF ANY NEASIMES USm 1D TRW WR T NOTE: t. BNES^uHALL eE INSPECIEU PERIODIGVLVND PFTEfRALL VPSTRFAM MFM AVE BEEx PERNTNENBY bTABBIIEO. SEIIIMEM.ALL SEGNFM S%LLED.GROFPEO.WASIEDCR Pu'nDS.VL x.TS E JOINT DETAIL STORK EVENTS.REPAIR OR REPLACEMENT SHNL BE TACKEDOMOPUBLIC RIGITSOFAVAYNUSf BE REAMED BuwF JA 1{ 1. %KEONE AY LACE PERPEIIGCUIPR PENFORYEDPROMPRYASNEEOFD. a, SILTYCN95HNL NOT BE INSTALLID WfMIN PMI(ST. MNFDMTFLV.BERM SIULL BE PERMrtTED.F4RNMKC WSTECiION I`3yTQp KOIOAYB 11MRIER(1WO.C.) OUTING THE WINTER MONTHS. ANDMAVHENANCE SWVL BF PRDVIDEDAS NEEOm. glpmry BCO SILT FENCE/MAY BALE BARRIER CATCH BASIN SEDIMENT TRAP 4 E.QACK SEDIMENT TRAP STABILIO.ZED CONSTRUCTION ENTRANCE CS8501 3 x%TPEcue 5 MO" 2 wTmawc `D SHEET 16 OF 16