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293-297 BRIDGE ST - PLANNING (5)�Hoo c weba� _ _ _ : a 93 — ZQi� _ 3�:ccQc�p ��1. p�a�s D7GEIERA NG LIST GREEN LEAF CONSTRUCTION SHEET F.W. WEBB COMPANY NUMBERAWING TITLE ADDITION COVER CO.1 ESANDLEGENO 293 Bridge Street - C1D EXISTING CONDITIONS PIAN C1.1 SITEPREPARATICNPIAN Salem, Massachusetts C2D SUE PIAN CU GRADING PIAN MAP 26, LOT 0634 C4D VTLUYPUN MAP 26, LOT 0635 C5D LIGHTING PUN CLD SUE DUALS Owner C6.1 SUE DUALS 293 Bridge Street 297 Bride Street C62 SITEDETALS 9 TEC1 TEMPORARY EROSION B SEDIMENT CONTROL NOTES 295 Bridge Street Associates City of Salem TEC2 TEMPORARY EROSION LSEDIMENT CONTROL DUALS c/o PW Webb Co. 93 Washington Street 160 Middlesex Turnpike Salem,MA 01970 Bedford,MA 01730 1... j,.. ABUTTERS IST 1.MAP 26 LEE Bz6 0 MAP 26 Lor 4D 0 'sEBxx e sss e:ELLEN cows mwsn wrnoam Ba GRDGA62 L.MA 1 r wa1Moz.efi I 1 _ � 1�+/ I �' I 8p5lOX 0228•-Slt1 BppK 3A62 PAGE 110 ,.�� , 9 2 W➢26 LE,.11 0 12 MAP 26 urn 627 0 __ EAE 1.coke z RMR 5I. BBY-90 EEOVML SIXEC J^ 1 I `J ! 2NR011NE V GO LEO KMVXE115 DOOMSM001PIGE V)B BOOK 3517661PAGE 575 Jr � 3 1 MAP 1G wr 62e 601 t 1 _ JAMS 16 L➢i 618 0 ..RED J. .L.,,1 MIIDLESEX TU LEG SA EM". 1B uxR 1 S�MIDDLESEX NRNPIKE BUSA N.\A D I l K 0 M1 01730 OK J2088 PAGE 59l BOOK J.yl6 PAGE 9 I5,WP 18 wr 626 602 M.AAP 16 D,.1 801 J¢LWELNE N.VNOER SALEM CEEPX E ID 2012 REV.TRUST � L n;VxN 2 - I- _ - � ,� ' 1 BOOK 25G52 PAGE 571 JOE NPH E XOWN Ot SALE MA BI BOOK J17I01PAGE 6J IE.1N L OT k SIIUNNE R FELT 6 WP 28 LFE 829 0 MAGY AANAME Hcw_AMDDNz �sluuwi"iA ols1O SKEE. MA BEST.VNB 2 K 6802 PIGS 158 "1 BOOK 11278 PAGE 15A 11.MAP 28 wl NO 0 I8 UNDS KMN PP 26 lOi 62J M] �Gm' A.Y HURLEY L" 84 FEOEP SIRES! _ FREDERICK S KDOPMNI\ 'SALEM,MA 01970 0z FEDERAL 51.VNn 3 • " v GMFM.W 01870 BOOK J5126 PAGE sRz `• n" " BLOK 1.1 PAGE J6 18 MAP 28 L01 01 0 LNRA L WNEAV k _ 7.MAP 26 LOT 624 001 CH'" wNGL NED V.HEXDERSO; 82 FEDEIUL Er. I l 100 FEOEE O 51.VNn SMEM�MA 01870 \ C 1 J SALEM, 1970 BOOK I.u.PALE 514 I SEEK 1M19 PAGE 2 19 B.MAP z6 LOT 624.2 MAP 26.LOT 632 0 OWDSVUNIN F 6SG INSIIME IDo EOERAL sr.BvIzo ESSEX SI. lr z suEM,MA o1910 e" SALEM. 0197D BOOK 2.5 PAGE>9 BOOK 2400)PAGE 119 M.MA XARPLET 824.J GEY BE 20. uE GALE. LOT 6J5 0 oD FEGE o BE Nn] 9]wasMxcroN smEEr 1 sMLu 'MID BOOK 01970 eooK Ams PAGE see �K JIs10 PAGP 6B 21 lµ.VAP 26 LOT 625 0 P 26 L07 636 0 J ES E.WILL ROLE J'FMNKE-Or1EN M 1 LNESIN. Sr. LYNMM ERANKECE 424 ' BA M MA 01 srREEr 11 GHEN E w o194s sura. RD BE BOOK 01160 PAGE SOS 000N 2s507 PAGE 414 PROJECT NUMBER: 4511 LOCUS MAP 1 LOCUS MAP 2 CIVIL ENGINEERING BY: BUILDING DESIGN CRITERIA: / .K'_ ,4 \\ I The H.L.Turner Group Inc TURNER VLocb Rd. / 26 Cenca,4... Pe^ba WNH DD AD ^¢.^.Fmm n ` -w J� PLANNING BOARD— FHOD-REVIEW rs nEc .EMOMrRR:.Mu¢nMJ scr..lvrs4yA' 05.1 8.1 7 26 / / , / i' � 0631) AAL ^•/ ' % ss %' // /; zs� I vE CONSTRUCTED BY: ��/ �0--- 1 e�l� - ARCHITECT OF RECORD: / s z6 EI / / BEII �j %r fq` 11 I ;'I� DESIGN—SCIENCE �/ 1 26 261`__ % I •• 200 BAKER AVENUE d 1 SUITE 102 i/'1 2fi o¢v 062¢1 t m 26 26 "� D¢z¢� I 1 Ili i 11I� CONCORD, MA 01742 o¢n o¢s¢ BE Y E ,A/ ��I 6 26�osu I I y" 0 a 7X7\ja 1 1 1 062]1 .24 I g. I / ' 3 �.� i ! I , .5y� L;PaEEN LEAF E scnLE: rvTs suLE: 100' C 0 N'S T R U C T 1 0 N LEGEND SURVEY NOTES TEMPORARY EROSION & SEDIMENT ONTRO NOTE 1.n115 PLAN WAS PREPARED FORE WE XL MINER GiWp HHG FROM N ACNAL W ME 1.AREAS ILy REGINc UANDOBIUYD FOR A PERIOD CT MgtE DIN 10 PAIS STALL BE TURNER ENGINEERING GENERAL JAN BEL➢wRrcr cpxpucrm BErwFEX.LINE w,zas AND AILr 9,205 AND 9Et1rcEx ¢uFaRAxRr EEpCp grvp xgY/smgw uulcxEn. JWUARr 12 Np 1WUNY I8,2D1]BY WSP,155 YAM WHSiABLE RL LAIRS 12p k 125, PROPOSED EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION xASXUA,xx D30sD_ 2.PERMANENT SEEDING SHALL OCCUR BETWEEN APRIL I AND JIME I ANG/W BETWEEN 2,ME HGESOMIA1 DATUM SHOWN HEREON RVERFNCES ME UGGAGFU I1 STATE PLANE AUGUST 15 AND OCTOBER 15. ALL SEEDING SHALL BE STRAW NULCHEI 212 - - CONCRETE S DSNRBED AREAS NOT IN PAKNENT OR IANSCAPED AREAS m BECOME 6 INCHES CE CONTOUR INTERVALS ----. 3.ME YERTCAL DAMN SROM"MEW REFERENCES FAVORS. LDAR NO SUED.UNLESS DnMMSE NOTED. GROUP T- t ME UNDERGROUND Fill INFORMATION SROM HEREON UELED WHIN AN(R)NE FROM A ME CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION WNTBOL MUSVBES .-212.3 _.. SOOT EL OF RADIUS x ORDER m PREVENT OFF-SSR meal NI OF EARTH SEDIMENT AND DEBRIS. ,yam V�I.• RECORD E WE ACTUAL ADDITIONAL GE S) D TYPITATON MLL BE REOUWEO BY OTTERS m R=5 LENGTH OF RADIUS pESCRIPPON 4y. TREES DERBLIHE ME ACNAL PIPE 42£(5)AND IYPE(S). 5.OUST SHALL BE LONIROLLm AS NECESSARY MYTH ME USE O Wg1pR. X MILE le NERAND FLAG 5.ME PROPERTY WE SHOWN HEREON IS A RESULT OF A BOUNDARY COMP LAIGN USING 6.SOILS TO BE STORMED FOR A PERIOD DF MERE MN lI DAYS SMALL BE YENPOggRILr < - EDGE OF WOODS Moµ TIAL ROM MINED CES 1 AND 2 NOTHEREON, ME BEANINGS SHOWN HEREON REFERENCE ME NEEDED AND MULCHED. SILT STOCKPILES WALL BE ENDED.AM ATW FENGING ' ZTADAWN REFERENCED IH NOR NUMBER 2 AND NOT ME M WANOS SHOYM OX ME BOUNDARIES PLAN REFERENCES 1 AND 1 ME DIFFERENCE BETAEEX ME TWO BEARING SYSTEMS IS 026' ]ALL PERMANENT AND TEMPORARY SEEDING SHALL USE SEEDING MIXTURES AS SPECIFIED ON The H.L.Turner Group Inc PROPOSED EXISTING DESCRIPTION T -r- SIGNS IF SYMBOLS-SEE SHEET FOR LEGEND N THESE PLANS. PROPERTY M. B,REPAIR.CIE!.AM REPLACE ANY SEDIMENT CONTROLS DAMAGED DURING AND/M AFTER .1 Lasom Ra. 6.GANDERSE OF aP 5^s BRIDGE Si D PROPERLY LINE O 295 BRIDGE STREET ABOUSLARS TEM,MA 019]0 RAWFALL EVENTS. ConcarN.(�'�...E.NORM PARKING SPACE COUNT '/O M XEBB CO. NAP 2fi,LOT 0631 99 MAARgING MOM MOM ZONES SHALL BE DISCHARGED INTO APPROVED SEDINEFT IEftemer= PROPERTY ENE SETBACK O REMOVE B6LLOWMGOwO LIGE%WM%NE BOOK 10316 PACE 361 REFTEREFORMTION DRAINAGE SYSR SE WATERCWR ES OR MTERWACONTRACTOR FiNsIt.NOT �AII CATCH BASINS XISHALL Nuwn¢CR•EHOMEERe•euLOPW BCFMHTe .....a....... MCINTRE HISTORIC DISTRICT MAW MOMENT FILTERS INSTALLED IN THE INLETS. SAI£M,MA 019Ia 1D.ME CWTRALTdt SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEGMENTBC BITUMINOUS CURBING A ABANDON IN PLACE CITY OF SUEM 2B]BONDAGE a CONTROL DEVICES AS SHORN IN ME PONS THROUGHOUT ME DURATION OF ME PROJECT IN 01 B3 WASHWGAN STRET NAP 26,LOT 0635 ACCORDANCE MM APPLICABLE 57AN ARDS ME MEASURES SHOWN ARE MINIMUM 011' MCI ...NA D19i0 BWK 31510 PAGE EM _ _ REWIRFMEXIS. 111' - EI 11f -_'SIR L"t C%IMG REMOVE AND RESET " EDP SURVEY P AN R F R N NO ME NOTES Lll' EDGE OF PAVEMENT ® - REMOK AND SALVAGE i0 OWNER 1.PLN ENTREE EED M 1 LARD RSI]-305 BRNW REED sAlE1.1 PROPERTY DF CITY OF �w.W�� STORE WALL SAID.1'.PUN OAIEp MAY IS.2015 PUN NOT RECORDED AND SHALL BE CWDIIWI S1RRWNpTAI BILA 17 o10.EEIOUNARIZE HWSELF MM ME 511E K c l-^----- FENCE 'O PROTECT AND MAINTAIN 2.PLAN bAIENTITLED 03 n311-313 p_SNE!.MASSACHUSETTS PUN OF LAND PREPARED FOR PETER 2,LIMIR OF WORK ARE'SHOWN AS AppRDFINAR.ME CMmACTGR SHALL COORDINATE ALL 3 3 BRIDGE SMEEI",FLAX DATED$MT AmGER p N IS..PLAN ON RECORD WORK TO PROVIDE SHOO M TRAN4TWS THIS INCLUDES MA.M..PAVEMENT,CURBING, O AT MC ESSEX COUNTY REGISTRY OF DEEDS AS PUN BOd( UN 69. SIDEWALKS ND ALIGNMENTS O P REMOVE PAVEMENT 2. TE CONTRACTOR SHALL BIO AND PERFORM EG LACENTIG IN M STANDAR S Al LOCAL. B_t GENERAL CONSTRUCTION SEQUENCE STATE DINE XanouM cooEs,srEaecnnpxs.REGuunpus AM sTNDarepS SUBSURFACE BORING .INSTALL SILT Fell AND PERIMETER CONTROL,INLET PRDRCTON,SMBIUZED 1,All E%CAVATW S SHALL BE MMW WLY SECURED ON A DAILY BASS BY ME FIG PRIM TO LMIRACTOR AT ME COMPLETION OF CONSTRUCTION OPERATORS IN ME IMMEDIATE AgFA -Ir r MOURNING CONSTRUCTION ADD OTHERTION ZXT AND N�INTAIXMOLL TEMPORARY OFINAL P VENON AND ENT SURG ONGMENT O AND ERNANEXi F.W. �Ss Y TEST PIT SSTE STNIUZATW IS EEABu41ED, 5.ME ENGINEER SMALL BE LVNTALTFD FOR OARIDLATW OF SIR WORK AN/OX GRADING, WEBB CONF PROPOSED EXISTING DESCRIPTION IF xecEMNr. S,pEuxuTE cpxsmucnW uurm m.LNd.me-As-�ime- 5P SpWLUi LINE WMUTN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS CONFLICT E N THIS PL mm saamv°"•ti ®° >�eMd .... rGa 'i O' UTILITY POSE Ands ALL VE CAOTHE WEN SCALING.B"Os. IN LASE OF PAINGER, D,BE THIS PUN e.` __ T. boner ^Men AS .SE AN REMOVE PAVEMENT ND CONCRETE NIILIEL AND UNDERTAKE EXCAVATION SET AT ANY OWNER ORICAM PND eR CATCH BASIN/DROP INLET S 4101 ON pRAMHLS.STABILIZE S10LKPI1E5 AN EXCIRCI£MM SILL FENtlHG OR /OR SPECIFlGTW.ME ENONEER SHUT BE NOTFlED ferAn sa_-A-MAMEuI 9MWIlN SEDIMENT DETER. LOORDINnTE STAGWG/STOLttPILE LOCATION MM GREEN I£AF INMWIAIFIY FOR GARIPCATIWS. ,�egynm^e+UdGvmd MVmm�emrymm; DRAIN EWER MANHOLE TINLTW. ]. TUR D AR 4ALL BE O NEVERY D MOM A ENGINEER SET OF PUNS AS NT ALL MCILLA MANXCIE 1 T EST OCATON NUMBER 1.UNDERGROUND MUTES. FOUND ERST PREPARE IMPROVEMENTS FOR ME BASE SAC,IxSrALL FEATURES ARE DETAILED S ON EVERY PUN. ME ENGINEER IS IN BE XOTFlEO OF ANY SURFACE TREATMENT CCHRILT MTHIN THIS SET CF FUxs Ls�SHEET LOCATION OF TYPICAL WMRGROUN UTLITES.AXD WN51gUCi SIR IYPRDVENEN3 Ai BDM PNCFLS, ' BOLLARD SECTION 5.BMW GRADE gSTURIED PMn.1 OF ME SIR. ENOIRE SITE MLL WAIN TO &EXISTING VEGETATION IS TO REMAIN UNDISTURBED WHEREVER PDSSIBIE. Q COIECTW INLETS AS INDICATED W ME PLANS 9.ME AREA OF LAND EXPOSED AND ME ENE OF EXPOSURE SMALL BE MINIMIZED. ALL WELL OSNROM AREAS SHALL BE STARIUZED MMW]2 HOURS AMR Ell CRI HOWEVER, 1g CROSS-SECTION NUMBER S.PERFORM DHAL/FlNE[RAOIXG AND PULE FINAL PAVEMENT AND COXCPER SURFACES MOM IN ADDITIONALLAB PHASES MAY BE PERFCS RD F NEEDED OCR RELATED UTILITY D- ------ ---_.. DRAIN LINE L] GROSS-SECTIONEAR T LOAM AND SEED ALL OSNRBED ARE.O MDI OE HAROSCAPE SURFACES EXTENSIONS/aNNNECTONG OR MWDRK BMROW/ILL BUT IN ALL CASES BE STABILIZED SHEET MERE CROSS-SECTOR SEWER LINE 5 SHOWN WMW 72 HOURS AFTM UE UTLITES NE IN PLACE OR RPWORK OPERATION COME. IN NO -- 6.FMISX ANY GEMMING SITE CONSTRUCTION. CASE SHALL NY DISTURB!AREA BE LEFT UNSTABNZEO WITHOUT RIMER PERMANENT OR TEMPORARY EROSION CONTROL MEASURES FOR MORE THAN 21 HOURS OR AS NEEDED TO TELEPHONE LINE 9.REMOVE SILT MNCE CHECK DANS.CONSTRUCTION EXIT AND OMER TEMPORARY CONTROL ENSURE SUFFICIENT EADNZAT W DUE TO WEATHER M OMER CONDITIONS. SIMULTANEOUS DETAIL NUMBER WORK IN MULTIPLE PHAGES MAY SE PFRNITRD As NEEDED,SUBJECT 70 ME ABOVE U MEASURES ONCE FULL STed UZATON IS ACHIEVED. WORK A, HOWEVER,ME LONIRACTOR SHALL NOi OISmRD AREAS THAT CANNOT OVERHEAD ELECTRIC LINE L] CSI SHEET SERIES WHERE DETAIL DETAIL 10,aEN y1 DRAINAGE SIRVCNRES,SWAHES,NO PIPES OF SILT ANN D®RIS REASONABLY BE PRCPWE STABILIZED AND MAINTAINED MMI!EA HOURS. is SHOWN E --t...e UNDERGROUND ELECTRIC ONE SHEET WERE DETAIL 11.MIS IS ME MANOR 5 RECOMMENDED CONSTRUCTW SEOUEXCE MF LONTRACTW IS 10 EXCESS SAL MATTAL OMIX MAN TOPSOIL SHALL BEGONE ME PROPERTY OF ME IS SHOWN RESPONSIBLE FOS DEVELCPIHI A DETAILED EWENCE PUN PRIOR TO MODLIZATON, REEF GOT AND SHALL BE REl1OVED MW ME SIR. -- ✓-- WAIEft LINE ALSO TO SHEET ELI.TEMPORARY EROSION eM MOMENT CONTROL NOBS TOPSOIL STRIPPED FROM ME SSR BXALL BE..STOCKPILED IX a LOCATION APPflOYN BY - FIRE HYDRANT ME OMER ALL TOPSOIL SHALL M REMAIN ME PROPERTY ME OWNERS GENFRAI NOTES 1z GRauITE CURBING ENGAGED MOM THE PUBLIC RIWr-.-war SHALL REMAIN ME GREEN LEAF CONSTRUCTION 00 LIGHT POLE PRMMIY DE WE MY OF SALEM, F.W.WEBB CO.ADDRION 1,ME CONTRACTOR IS RES°WOSLE FOR ME MEANS MA METHODS GF CONSTRUCTION AND Z83 BRIDGE ST. D NEW NOUNIED LIGHTING OR CONDI SONS AT ME SITE,MESE PLANS,PREPARED BY ME Ill MINER CROW INC..DO If TII TTY IJOTEC SALE29 BRIDGE NOT E%TEMD m W INCLUDE SYSTEMS PERTAINWG TG ME Sall BE ME CONIENCTW CWTHE NOR HWALL O EWE RCS,AGENTS OR HEIVINFER UCH D 1N ME PEPFWMANLE I,ME CONTRACTOR IS ADVISED THAT UNDERGROUND VTUTES ARE PRESENT. ME MAPBEUCETIISL ANYONE WPM, E EST OF THE ARCHITECT OR ENGINEER HEREON DOES NOT E%TEND TO UNDERGROUND VTUEES ARE SROM IN XPP1Y.NAR LOCATIONS BASED dl RECORD UTILITY NAP26,LOTp6]5 MAINSINCH SAFETY SYSTEMS Mat NAY NOW W HEREAFTER DE IXCDRPWATED INTO THEE pRAMXCs. LOCATIONS NE NOT(GUARANTEED i0 BE ACCURATE ON COMPLETE, IT IS ME ME CONTHAT STRUCTOR!BE WOCO�ARSO BY.VL PREPARE OB OBTAIN ME APPROPRIATE MSIR gESUWSBILITY OF THE CMMACT i0 LOCATE AND PRESERVE ALL UTILITY SM1. GWNERIAPPLCAM IDMWISTIAPDXS(OSHa)MND/ORRLOCALRECULATORSs.OCCUPATIONAL SAFEtt;Np XEUM MBUMgS '.AM—YNs 2 THE . IZE,AN SHALL BE R.1 ALL 01£FOR VEgIMXG OW DON ISIS ME UOPW MANDBO, „THIS PROJECT STMM 15 TO BE ATONG FOR IN ALAYS N[E MM THAANN WE TO S SIZE.AND ELEVATOR OF ALL COGIWE ENG NEER IT SHOWN ON THESE PMLNN PRIORI IO MWbmeTumpWA HIGHWAY TION STD SPECODARDS,CATIONS FOR HIGHWAYS AND BRIDGES, p ME alY CT$AEN TO U START O ANY LWSRING ONTMO. HE PROPOSED SHALL U ION,AND G OF BeygN yppll]0 ca CONSTRUCTION STANDARDS, ANY DIAL AC FOUND LL BE GRE MM THE PROPOSED ER BEFORE PR APPROPRIATE ME REMEDIAL ACTON SHALL BE AGREED 10 BY E�NA17�SHALL BE SIB ENGINEERLE OCON BEFWE PRDLEDNL METH ME 3.ALL gD Si BEIEAS NOT OMFRMY SHOWN i0 BE TRGIED 91UL BE LONGED AND WORKAT LEASTH72 MOOSTO(NOT INCLUDING WEEKENDS AND HOIIOAYS)TACT DPIUG W TO NOTTATNG 1 v3 tllE, ABBREVIATIONS EFDEp m 4x-MCH pEpTH. PLANNING HOARD REVHlk cOT INSCcnOry AITANEED,GE ON F SITE. THE CONTRACTOR Is MAY THAT DicAT T MAY EROSION CONTROL d a.Au rvEw ENM SEGUES sHN1 BE HAr oR s1Raw MULcxsp. NOT LOcnR ununEs OFF ME Pu6uc DIGHT-O wRr MILL MAr BE PREENr AT ME LANDSCAPING sm PROPOSED DESCRIPTION GENERAL 5 CWWACMWA D ALLBOLA DS TECTDIST NO NBy WE EXISTING TRAC OR SHALL BE AND BOUNDS. au 3,ME CONTRACTOR SHALL CONTACT ALL UTILITY CMPASSES.MING FLUIDS ETHER BENCHMARKS AND MERGED AND SURV M THE PC CGRETOR SHALL BE REESrABtl9HED BY q ARAN Abandon BkB BalleE Is BUMappeE SSALNVSETR LICENSED LINO wRVEYCP AT NO EFPNSE OF ME OMER. OYFRXEM OR VNDERCROUND,MMI!ME CWSIRUCTON AREA All SHALL LOOROXAR OM._ BR Ban Root MM WE Wilt COMPANIES. ME PRTEMON OR RELOCATION BE WITTIG IS ME SILTATION FENCNG ACR Access"le OLIN Ramp 6.ME COXMACTOR IS RESPONSIBLE FOR ALL PERMITS.E .IMpWARr UTLITES AND RESPOSESTUTV OF ME WNMMA , ADD AtljI L@5 Loom And Se id NOROINATW MYTH ALL AGENCIES IN OBTAINING ACCESS TO WE SITE ANO PERFORMING ALL YIN'S APPRO% ApprOrrimole WORK REWIRM FOR THIS PROTECT. 1.PROPOSED RIM EIEVATMS OF SEWER AND DRAINAGE S UC TURES NE APPROXIMATE, e STONE CHECK DAM BC Bituminous Curb FINAL ELEVATONG ARE m BE ET DEEP MM FlMSH GRADES. DUST ALL OMER RIM BOB Boltcm Of Slope DT L TM ],AND CONTRACTOR IS RESPONSIBLE FOR THE COORDNATOH AN PROTUSION OF ALL TRAFFIC EUEVATWS O MANHOLE$WATER GARS.AND OTHER UTLITES i0 FINISHED MADE MWIN ELEV Editor, DIP Cost Iron Pipe AX MESTRUN CONTROL AND SAFETY FW WE DURATION O•THIS PROJECT. LIMNS BE WORK, A= • S d EXIST Existing CNP ConugoteE Laid Pipe MM50 yULTM ACTIVITY LEON PUBLIC STREEM SHALL REOJRE WE UTILIZATION OF 5.9 APg1CABLE ME CON1Rn6mR SHALL COORDINATE WON ME RESPECnVE UTILITY �V MA% LAPimum O POLICE DEICER$COORONAM MM WE WEN ELL.."..Ell •RFAL:Y MIN Minimum DIP Oucige Iran Pipe AGENCY PRIM TO DIEMXECENG WE EXISTING SERV.CWNECTWS AT MOR RESPECTVT NIC Not In Contract F&C Frame And Co., 9 VERIFY TBW SIMMONS PRIM TO CIXISIRUCTM. MAINS WE SARI G UTLITES SHALL.OISLWNECRO IN ACCORDANCE MM WE RES EETK UTUtt LMPNIES'STANDARDS AND SPECIFICATIONS, NTS Nrl To$Cole F&G Frame And Brad 9,UNLESS GMERME NOTED WE TERN•CWTWM0GC RFFTRS T)'SIM M CINE PLC recast Loncrele Curb HOPE HIGH Dmsily PdplltNme Pipe LgNTRALTOB 6.WE CONIRACTM SHALL WOROINAR MW EECTRICAL Sl LOORACTOP TO PROVIDE froppes PROP Pounds tl ryrp Hw4ont UNDERGROUND ELECTRICAL POWER TO LIGHT POLES ON AOJAENT LOT, P51 Pounds d Square IDM INV Invert Elevator RAP Rec e.A d Rar t Pavemm[ ],THE CONRACLOR SHALL NI RFEFM4DIE FOR EL GAS ON, RTS AND AND CIN ACTON RISE Rem1w And So Ma Pi Palyelnylane Pip. PERMITTING NOTES FM ALL ERCmICAL,cvuLITIME W AND NATIONAL cqs cpxpulls Np PIPES w appmW REM Remove And$olwge PPC POlymmahlne Pipe 1,THIS PROJECT IS SUBJECT iD ME FOLLOWING PERMITS: 70 ALL DMM BURIED UTLITES. REM AliRemove File P,lReinforced Pipe (a'MIN.UNLESS NOTED OWERME) RET Slope RCP RvinlorteE Cwcmb Pipe PE$ML[ S ALL pRA1X IN.STRUCTURESWE INTERIM R BASED s _ $GC SD" Granite Brim ISSUING AEFUCV $HALL BE pERFGINED BY THE PRELASRR Bg40 ON WE PIPE CONFIGURATIONS SHOWH ON W. Sin le Gold Mile Llne qG5 Rigid GOlwniieE$IeN WE2 PUNS.LATCH SARINS SHALL NqK FFOOT DEEP LAMPS 1.55 MORD OTHERWSE. B TOS Tap Of Slope SD Surface Draln RCW SPEGIU PERMIT SALEM PUNNING BOON COMMUS E SHALL E%CNATE TEST PITS AT ALL YTutt MGCM.I TO VERIFY EFF SIZES TOW Tap Of Wall TSME, Topping Sleety,V..M&If. NOT.OF MOUNT SALEM LMERVATM COMMISSION AN SIEVATOHS PRIM TO COMMENCING UTILITY INSTA 111. INVERTS OUT SHALL BE FBIB=W W HOMED MUST COVERS WHERE NOTED "- TYP Unless UD Unaemmm RISCO. MA Noted OtMon NOES PERMIT U.S.MMROHMFNTAL PreplEenW AGENCY RISC Vertical Gnnlle Curs UP UlNily Palo GENMU PFFNIi VCP YtrliieE Cloy Pipe p %P Ezplosion Proof A A CICABLE SE SHALL OBTAIN COPIES OF PERMITS AND COMPLY MW § LL APPLICABLE WIgEMEX15. F1IpLL MH p1G BAF". 3.ME CONTRACTOR MALL COMPLETE A MRMWARR POLUTW GENERAL NOTES& a oRN D.PLAN AND NIE A NOT.OF INTENT TO OBTAIN COVERAGE 4 ER THE u.s,LAA GENERAL PERMIT FOR CONSTRUCTION ALTMnES LEGEND Me TRACTM MUST SUBMIT PROOF WE Na Is ACTIVE PRIOR TO COMMENCING ANY ENT,DISTURBING ACTIVITIES WENT. url a.WE cMTRAMBE Is RESPONSIBLE FOR OBTAINING ANY ADDmMAL MERMI..FOODS.MOM WE CITY.SALEM TO cWSTRUCT IS MCCI, C0. 1 i A B C D _ I E F MENS SNE a UBTP`WAS PREPARED EROM AN ACTUAL ON ME GROUND FELD SNI COXOVCIED BY WISH SOMBER JUNE 30 AHD JULY 9. - 2015µ0 BETWEEN JANUARI 12 AND.. ,CO, TERRDMAL MMN HEREON REFERENCES ME MASSACHUSETTS TURNER STALE PUN NA00] 3.VERTICAL DAMN O LHILTDER REFERENCES NASHM 4.ME UNDERCR MO URECO D DOCUMENTS EXAOD HEREON VBEIEO ; W!M AN TIG ARE IRON RECORD BY OTHERS,Ap DETERMIGrINE E LD M ' ACTUAL PIPE MALL BE RETYPED BY OTHERS l0 DfIEflMIXE 1XE ACTUAL PPE RFE U E G TYPOWN HE O-. GROUP THE PION USING UNE N REF HEREON AN RESULT2NOT OF A EONINDUNDAITY / P SC Up WINGS USING PUN REFERENCES E 1 AND 2 NOTED HEREON.ME BEARINGE SHDW 5 MERCER REFERENCE ME NOR IM THE D4MN _ < SHAMIR NLMEOTH VRIEY NOTE NUMBER I AND XOL THE DIFFERENCE BEARINGS E PUN REFERENCES I AND 2 ME OIfEFRENCE _ J.� '' 3: IF B,.G ME TWO BFARXC SSEMS IS O'2fi'W'. 8 WETLAND AREA MEN RESIGN&SAMPSOH PLAN C-1 'FORMER ( VNWITSAL STEEL&TRADING COMPANY WNOMMAL PARKING UYOVY, \jam The H.L.. Turner GNJUD Inc GAGED CONDUCTED THIS PVN NOTES THE WETLAND TUGGING WAS 31 Lotle RE. UC1ED BY WESTCN&S41PSp1 ON JULY 2 2D+2 % ? CeMevtl Nan HNnpN1.W.1 i INSIBM11 aII E L M1 1,PUN ENTITLED£D N OF LAND 29] ]U5 BRINE SHEETUNOT SALEM / / f.. 1 MGECS•EN&MF[RS.BYWYHG eCkM PCHI OF CITY OF SAI PUN DATED RAF 10 201E PN REC _ { / \ 4. OROED 2,PM ENTITLED SALEM WSSACTU IR PLAN OF LAND PREPARED FOR PETER GI£MAMKS 311-313 BRDGE STRIDE!"PVN DATED SEvrREP] 20+e.PUN ON RECORD AT ME ESSE}COUNIH C -S \ 1N' N REG O DEEDS AS PUN BOON HIPS 89 ra ry•/ ._. IF 1 1.MSE NG¢TON OF THE MIIIIES AS SXGWN HEREON MANE BEEN L E ""- FF I � / {' ,✓ tl I J - J\ `\\ I' LONPIIED FROM VISIBLE STRUCTURES AND INFORAMON OMAINEp '�+ I � ` I; � �� aE Br T \ �Q��■��A FRON WIOUS SOURCES ME ACTUAL LOCATOR OF ATL MLMES AND l// ■� U40ERM NO STRUCTURES SHAUL BE CONSIDERED APPROXIMATE AND 1 /^.- _ q / SINAL BE V lCED o ME OWNER PIRCR TO ANY WNETRUCTON"ME / SUMBYEYOR ISE N BVAWfIE£5 ESI ME UNDERGROUND„UTIES E b WN MPH ALL SVGX VIILRIES IN THE AflEI EIIHEA MN CE OR ABANDONED,ME SVMMOR NRMER MES NOT / O MAR ICGMAO TOXMXDUGINGPOVXO ITIItTIIES SXOWN ME IN ME OP 7111 M-1 Imo— -- A F% A 'ANr WEBB i a nN+gib._ \ / w IF AN�II �a�hbnw nwbn III -° g1Ds"� E E+ - _ I l 1C r IDLE e 1 t -"-- "I" 1 v' UGNUI i + �•oL NOTAUI cvu REEN LEAF CONSMIJI]MON F.W.F WEBB CO ADDITION ION 293 BRIDGE ST. _ !I I � ` SALEM,MASSACHUSETTS I I I �1 MAP.LUTWEA t MR D� as oft. :Eafi,LOT 0635 TF r., I16p YYEWniumpW w - I I ' �'R 1 I; L B.eroltl xAmnD FIT DI mF i i -,; I •. _ _ - 1PUNNING BOARD REVIEW Y z R r IS e / I & I a .^ n , IVF1, , � -- �ARB� FOR aEl 1LL11�5 I ,L. I,I L"� E' / l I�Iiao I IF \ 1 mMoe I 1 1 A moo-+ L II L ,__ - E FL N 11 iF .,, •—�Y,N,IPEIF EP R "Prww^�- .. >- B- * �^ D� R I s L B F T - G- N p g I n_I beg E"e m +/a _BA s6 .i L ,i Il i<:: - sPUT— s s .i. 9 v T a... ' `, - AC� ' L °P I '� •_' ir 1 =e.� „- - c _ F ,.� :r,— EXISTING CONDITIONS _ r I � a .r PLAN @ B I d 4 F l E " B E v.... / + L t C / IF UF G. l b v.LAa411 �B PcTw , 011. , o e] • C _ _ h� �� -iL GRAPHIC SCALE r r. r A LF._ € A B CI D I E F GRE OME I CONTRACTOR ESALEr ALA PROTECT CHILEE AND MNNiNx ALL PROPERTY BOUNDS Ntt BOUNDS DISRIRBED BY THE GO.NP1LioR•L TURNER ACTIONS IONS SWUL BE PE ESTABLISHED ST A NA LICEHSEO LAND SURhYOR AT NO ESPENSE M ME ORMER,CM OF SALGIN ////// THL SALE DG MAsvDHusrns. C.OJMRV:IOR SHE coDRDI1NTE MNAN,N of SHADENG/SIOCEPILE AREA wRH THE CWNER,SOIL BR1CIRIL+S SILLLL BE SURROUNDED BT SEDIMENT FFTERS. J.CONTRACTOR Is RESPoxSIBIE FORPER EG,OFF-RING RACKED SEDIMENTS ARE NOi iWLFME OR wASHEn Of ME T Rl RIE E PER / 4.ALL IGEMS DP OBIO BE PROPER/D iRICNED L-1.BE SUALL BE MFT UP NO LESS THAN ONCE PER WY. GROUP 1.ALL RFMs SXOWN i0 BE RAIOVEO/OFMOUSXm sYALL BE LEGALLY IMPOSED OF OFfSRE / O • 5,ALL DISIVPBEO AREAS NOT IN PAVEMENT SHALL RECENT A MINIMUM OF 6•IbM AND SEED. ` b 6.LdR1U OR IS RE)BEFORE FOR ENSURING CT SAEEtt ARO SECVRBY OF ME%2WELi AREA NL E%GVAPDXS sIW1 < BE RUED GR IS BEO BEFORE FOR ENSU OX ALIIVSAFF CEASE FOR WE oFf. - z,ATHEISM sco MEM BLrtns AT ALL CATCH BAvx OBJECTS WORDS THE PRwECT AREA DRINKBNu BlumTro srnx a 5The H.L.Tumer Group Inc a LONMCroR SHALL PROTECT AND MAIMMN ALL IANDSGRNG MlmEs PENCILSTRUCTURES.WRONG AND OTHER f I DO A rGNRES ULESS OTED OMEkIYIBE T (RANO) I ])Lo[ka FRE J.IR-HsmP•MENOyD1 s LCMMCIOR IS AUEm THE MUNICIPAL PNESING Lm SITE AT 297 BRIDGE STREET IADNLEM To THE INSIST SDE or I _ IED)]SB 11a WE Gw wDlB WXO Nc)Is uuDEPwM wnX coMMI IMIEO sO15 TNT HiK BEEN GPPm wITX 4J MPERVIOus urvER T ILMi�y' frrp i' nhumermm AND S'TO 5'M CIFAM GRAVIl FlLL Ir THE s0IL5 BENEATH THE LINER ARE DISTURBED THE CONTRACTORS IS RESPONSIBLE ` SE[Xpl[ MR LEGALLY DISPOSING OF THEM IN ACCORDA4CE WAIT rEDEP11 REGUUNNot ( r^ CMO[Cls•EHDNEERB•W6DxO SCFMB 10.VERTICAL CLAUDE CURBING REMWED AND SALVAGED FROM THE BRIDGE STREET RIGxi-Or-WAY SEOUL REMAIN THE PROPEAtt OF ME LT OF SALON.CONTRACTOR NET 15E 59LVIGm MATERIAL i0 CONSTRUCT NEW CENOBITEEMR.WC6 R 0.S sHOX Ox E RTHE PVNS. ' I1.PENETRATION TRENCX SNLLL U BE RENSINUCILO.EITHER EIIS, R TO SNEET O NR pM - / IIIb II CONTRACTOR SW31 COORDINATE VON ALL VRLRY COMPANIES FOR ONES MOUNTED i0 THE PUL£TO ANN E MR 1 � �- IIIB 1 THE ELGGTON TB A MEA POLL CONTRACTOR S PESPONS LE FOR WORIGH TING XSNILATOx OF NEA MLT IPOLE 'E11 13 COMPACTOR S RESPONSIBLE MR NAMAMNG OYEWEAD NULL"SERACE TO LOT]S 01 (Bi 2DERAL ERGI la / / / 11 L �'V ///// ��/�A/{{II R I 'L EENCE (�M�J 10.MNIRAROP Ut REMOVE L%ISTNG BITUMINOUS CURB IN ITS ENTLEM WPoM PARHNG LOT PAKMEM REMOVAL f!�I / / - D>' \\ - _ GREENLEAF 15 REFER T TME TEMPORARY EROSION AND SEDIMENT CONTROL NOTES MCI)FOR ADDITIONAL SIIE PREPARATION 1 _ J �_ SEE L >L e' Na¢- r r SFE�. ] - \110 IF \ S R aS LA L1 fr % .NOlE.,1R. FfFNCE d wTE E rB E / HOLE 13 6 e/ _<i '.e ' - , r F.F' VVE9B 117PANY / 1 GV - A 09LT FORCE w L '. - 1 L� i 1 u.ws TH rr .Lhc - I � � � R� RP Im R - M ��•elb.N�+..m.xskM�emmMaxx+ r �. ,SEE l.'. 1 / -�• :1003 IF I /{ I< ) NCM 12 CONNOTE cum 11 R i s¢ SEE HOE 10. s _ c �-A x Lr� - coxc N sx AmtE ti,; cn 1 BP g 1 ;. • i' B tl} �t') v eI xD1E tJ I B w I;y' r rPr R R RIP-RIP �- i 335 LP 1 T •C. R y 0 f AS Lf R CdEII17MT AND MNMNN SNBIUIID I CONSIRUCTON E%Ir JI � y 1 R R XOIE It - II / I ,• unmc uxm - - sEE @s FW WL�EEBB CO ADDITION LICONSIEII _ - � XNf>, " '.- �Lziyl PENCE 2933 BRIDGE ST. -- ,✓ i AI \ SEE. R SALEM,MASSACHUSETTS TjgP 1"a \ NOR''.1A R •I WV:S,LOio651 i' RR _ 1 IMPZ6,Loi66v f O E- TCR'. V ARlG%SfCCxPIIE SEE I ASI 1 n 1 OWNERNPPLILAM u NOTE 1Y - WssxwpFaoMAMwoMm / - r Id T �Y t� 3 rLE: T 1W xueboiumPb AREB' / �• L PENCE - _ Ce.arom xe DmB R - „c fI'll OF Er- _ 1IL- it '1B II PLANNING BOARD REVIEW m � 1.41 R -, <' V1, n i - _ ...� � a1. � �'� _ 1 �.� �1 -• u s qy g� .iEnHeDe R _ �� exECTONK DASA ,1 x v FORCE.,L,.N ae: ' I T ® R V R i R nr M i PLI .� � - _ L -�111 �iW loo- v G�ax1EDo mxl N. 1 1 + u \ R 1 _ r L ry 8 PENCE -•• 1\ E I x rtxcc _'_ I E o Em� i R wALC1 a3. r acI= - J 1 ,.-r-y �a w e. r A .•, , •uqu,sc PIN0 -ISMNk L c :o - - - tt, xM.t.,eLI. e e,_•-I o __. �� e vuU a I .� I - � wra � y �I SITE PREPARATION PLAN r e F/,; -MS" 3 -+_ ORP✓ 6 L PE, FsrMR T —� / uNr Yul'. Le PN .,_ �Be� .LI ^ / GRAPHIC SCALE $ µ'.IS ,- - j B L G1 . 1 ✓ w m E e ENFO A C D E F PER, Whi L SHE SUWEY%MNDED m ME RI.TURNER GROUP INC, BY WSP um.SbneoN[poet:9':19' ON A SHED 1B1£0 EXISTING CONDITIONS PW1,29)-b5 k AccemNle epxe:8'n19' ]08-0"BRIWE STREET...MASSALHUETI WIED JULY 23. Unn. 2015 R, A Inaml,lal Lee ;p�a,omwm 6kk TURNER 2. dipzDNLLL Dnrllu xEREIX!REFERENcss THE IALSGCrvusEHS wnui.c .him-n.e., 1 .pxt per rz amply W � STATE AN MADB]. 1 epom per 1WO e!qme flmr erw,eaeluaing ebroge omo J.VENTRAL LATIN HEREON REFERENCES RAVEI 1J.900 el nonewte(e.empl) / 16]00 el (MI ) p G WLTVHO MEn UN WERRON E.R SAMPSON CONC PVH e 1 'FORMER 25 eNmOoew M. 6 p GROUP UN AN— MG ,1 SI2 ETH PLAN N TES THE REMAND FLA GING W UYMH', rNol Rqu•,.a Sr I / CONV 815.13. R PN&NOTES iNE N JI FLAGGING WAS CONDUCTED B!WESION 6 SVAPSON ON JULY 2 Z SOocn Pr (J2 lb 29)&iJy 51 p I cM Aon 1M 2q]Bnape SL portal) r 3 If the apaybee I bellhop aboinuble u, If WINI(wns k povenger con) P NYIXMC!30MMC NTFS 2 looe'n9 me pnilud. Ablethe to NO helm ouldry H 10 the 297 Brk,St.portal Q 290 it,CEN BrEge Stant �Ii II Zenea BA(Buemee IM1Tobeob N Auiomo4re)R FlGoa Heiere Mehr, i 3 The H.L.Turner Group Inc 293'.Pvrtel 26 DBN 0 9DEWAV TPDONN. - 29] Portal ffi-D 6}5-O NASSDOT ONL,ND,.E107.0.0 e Dlmeneiwgl mormo4on REWIRED PRWIDED (iYP) SEE ORAL ll/CS -- q Len[wa;W—"Nw"'Pa. lm O]303301PII (Let 293) (Int 29)) .lot Aroo. IEE0„.1 291 50.5 N M.SO cl yT.i _ ppurlwr M' r o e: 8 MN 8 {81]1 1 CxrtECfa.EN WEERe•WLDNGSCErrt Se Ic.wlatk 6D X 1sO.6 081]1 r SM.- 1 fl 25' 23(Eelepn9) 35 9A.T TP ONN B e LONG pll N N i961'. OS' 65' 25' Ng55Mi D NO e 2 'A. 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I PR I3.W - s• i i-e.'emmrunenupw�em yee,� Ni HE NRB SHALL xER Dy S'INK. 2 <1 ApplpN q E%ISTNG NRB MM n .. SNO]1X TWSX JgNi(MI L6 /�• 1 � APRON F`r e wY 1 . SME.. nWH. e m 'SSM — SO(1) M.SS00I pXGr, Sxow G3 mBSmsEE IABEr - r u/cs"1 r CCN RpRRE SVOW STERIORAG R vlT _ GGNLK (T19) .ril. I ryAx- APRON END YTt/ 35UB] CREIEJI r •. i CONLRRE PAVERS \ ERIrtvErAm� > ME��D Mw GREEN LEAF CGNSTRUCIION BECW Bc '#`^? P^OCREiE ooO.e it F.W.WEBB CO. ADDITION 933 BRIDGE SALEM,MASSACHUSE9TSN 6MPH WT. '.i ENG YGL/ `� ,0. _;;i J' \ _r:,'a' S _ WAR 2E.LOT g69s — BEGIN BE SPO LF 8'TALL —.. ' v + `/r DEiAILLI I/C6 ODS EE r r .ice 1 L N pM1NEWARM-1 i / NI CXNN UKK FENCE r.lr 6 f F t.rL 5'.: 285RNPSIIMAeeKWe vf6n rJOFN Wepb Lo. c6 IW ueal..apmpNe .a 1 T e _. Y IE" Burro - —7 g .. < 3 s�T PLANNING BOARD REVEW RCON"AMP Ir/ I 1 MILLER A ENx _ el TBALJ xr If I,,ING 1ING BOLLAOR SEE W109R II / J1 RGENGRE 1-77 i belf +i r rE ORARY g000 4 I "!. ..a+ '1 yp• lA 1 ' 1 SiOflAGE tTOPMaeT N of l.r r\, E (2)1. aCAx7E xx Y D N�11 T/11',: + rTlnoDTO r eNrtwte- ..ur ` _ . ec r (I HE q I .i C 3 W EL�m.DR WNPSTER P S NEW PENCE i0 E]l W NIEGRAIEU W/BE 1 F'WSi PENCE AS ., I JN _ _. r: �• 1 t a p2b R i D IISRq (TMWB a OI T J� - JK ..p NA N _ / 1 IT IT. ul _ i _ Bc — ' P� N I . 6z O'. zm A.r _ I� I� €Y 37 N L , .. C6 TmE _ r tc'L 6p C qs/_xa f p E n I SITE PIAN r rt,aluc / wFz• s-]I z pfs'r A � B I ( ZPLY I�� i 5 I I :TE6 TAE11117 Hc t, ..r BT M1f I I• yWEB�` a t4rMLV .r � � 0. mEt A I I a - ,. •• c s < 1 / I� GRAPHIC SCALE B I-If CM I. ,x t (Ey.) y - .. „�it - 5 _.— B Exch- m a E A B C = 0 E F TURNER ROUP S The H.L.Turner GmuD Inc 7.24 511L-M,Ro. >5s g coNoo,a,x.W N.mP•nr.oBwl - 7.60 7„ L:Bm13ea1u ].]5 71-� - LIFT cpn 7,5B xrtERe•EMOME[R8 -11I..S eCEMf616 74 djl _ L-> � � B19 Fnl i� 8- R E a" GP-EEN LEAF i es / _.• �� az '.9.9 9 6 r;, 1 S I SEE ENIARLEO HOR1N FNIWNCE I/ ILC].1 80R :F.W. WEBSCOMPANY 69, In�ev y > FF a. �Nnepi. � l� I /% Iox ) �nilnum�nw+n� eta. ff[ 1 .00 J.JB ],0 �o 770 -- ' SIX5 SIXB / 9451 TGNE/.PRJN pVtE Y� ' uw sroxE ohR NON-Nv.E —0Mrae c . { 61 6.76 /.' B%, STONE ` 1PPo1 E 2 BEE FHVROEO OfIIJL NR // _ / / j STONE OYER WEBi ENIRINCE 1 C]., 1� n B00 0] 9EMFeTON1fPBNL .. 900 ' �� / / •I "•. /.f 1 Ol5 1 C .�6 ' 9.10 M `e, ntL Tao L B -.J 1 - _ GREEN LEAF CONSTRULIIDN a d _ •r r>� sraxEwie a.L,I 1 - ~� —_ �_ eao / si v 1oLn " F.W. W293 BRIDGE EBB CO.ADDITION ?-0 CI. _/ sEPuunox FIBRO Ex - ._ _ 1`/ SALEM,MASSACHUSETTS i. wvuLwrrL. MNEAIAPFLL 7% _ Ab NIFIM 6CII. n C , 510NE MRON.PUCE b 1 do FW WaEELo, {V I SONE PER NOH wcvEN B00 _ : iW Ntl][Pn LumOF Ir. � BEP.WATOx FIeRC �� 1 / j� B.]5�• � t 1 ePaknl 0011b 1 \ yy[ zso 1 s ;'� e0s 1 PUNNING BOARD REVIEW � l - e.90 i 77 IFLIFFIF / r i {/ sa sOR.LI V tN' 900011 i i 2 85 ' 0 Y 7- i \.11 FIn FEMP00 vR y y � i' AP 4 i O • ,� / 1I{� EL-00000E 1S J I B � • .. 9.OR fl80 Y� I 1 1 s j4 IT &1� IF I c.. ILL J GRADING PLAN Y CIFFFI :z - �rLe' GRAPHIC SCALE C3.0 m „e m n € A B 1 mNe= zo eL C D 7 E I F pG.E XD 6 F-1 1= 13 INSTILL 15 LF...COLD WML PMO 11.1. AND COu«uxl DEEP TURNER s 1.pPP �N11.1 EBTIxL c0'FTXDEEP s=o-SLC Oz/. ,F ELECIRb1 unox sE1Mc¢io ME SUMP G1cX BASIN p¢DENCE I.r 01 FEDER] SI.CROSSES r.W WEBB'E PIM=fi 80 13 IXsrM1 J65 sF PDLY%NM£NE PRDPERtt bIEpXFpp MD 6 SUPPORTED B!R SHY(0)= (35) SH.RWIrER C...CNWB¢5 SM-l'Y POLE ON BESS5 IDL,COLIANSTOR SN INMLL OIL SEP P TOR HOOD OVER (p LMIK ID OR MPR NICD EQUAL), MOL W.LE WITH ME MPROPR«LE MLM OUTLET.SEE OETNL 1/C6.1. BOLO«OF SIRS.R.SMLL BE SET CONI r0 SO A NM POLE MD RMOx 10 LF B'a SOLID W.LLL HOPE TE 1£4FL Ar 3 51 SEE DEEM15 3 9/C6.p. OF We OVERHEAD SEIMCES ID PHXO TIE XLW Nf0 C.P4SIN 14 INSTALL 13 IT 4'.SOLD WMl T2 i WVMMN OVFRXGD SADDITION-I-We ELERMCE TO ME RESIDENCE GROUP 5=0.03]5/' SDR35&r1ME0 ENO SELTON AL T 61 FEOFPAL SI. 3 70 LS 6.0 PERFORATED HOPE. S-C]• E»'OeFANEAD/ \;/ . e " =40 I..O R TANK=6.45 E / +H ,x 0 5=OO/' N! O B-. =61p PFNFx. WI m N.F5 N 4.75 Le 6.0 SOLID WALL HOPE PIE 15. NSLML BE If 6P sOUD WILL I. COMPACTOR s L NMLL CU4 50 OIUY IRON F 'YI NID CATCH bSIN HOPE WITH EDRVM END sEOTOXs Ai OFFSET W SPoUI 80015 P 3 LHON ONS io : /'� S.not'/' E¢x END. CBGTE TwwSMON BLEVEEN EXISTING RODE The H.L.Turner Group Inc s-O OIN 4 LGpERs ANp XM PT R.0.WN vIPE SEF 5.55 Ir 61 PEAFOMi50 HOPE INN.I.EXD)-s N DEINL O/c6.1. ICO, r / .F C 11 LOB.NO. HY.-4.D RN.(WEST END)-5.09 I %i —� p Lon[oN,Nmx NempOxbB0A01 0. :64H..Ii11 Nltunn 6.REL ETRUCT INRLTRATNN TRENCH. L 3I, �' A � e� SEE DUAL 10/CB.1. — ITS..s eWLRRNscElrt 1 REI EKImNL CO WTM DEEP �f 'I", M11.NNkNeS REu.p«660iCH BAS,. F -(o)- (65) z f yy: { 15 14 m1 jll� xsrAu oL sREPLL L/Hoop PIER 5 I-lee- -E ONLEr.SpETNL 1/L6 R. B. w I By PNc sopa ROOF ORMW W / 7. N. D 513 GREEN LEAF 51M FlMED END SCED..O OUTLET I.. HeG-0vExFopaEO HDPE. - m IND S Be NSTALL FREGSL GONG.HGOW.LLLS BOTH ENOs E T D . o_ D POROUS L TO coxcRSE'rt vnveRs s(vAvSORMx OR PD IIIHIO M"1E ,fi•%/ t j f"z - 11 INSHIROVES EOVAL).s¢DETAIL p/s6.r Es / n. xsnu iso Ir r P¢F PD ,/ x :s r" %/ m UTLnvfi�Pxs SONDE UNOENopMN PIPE WTTH a P/ r /� c ... ,/ \ r F.W. WEBB WMPANY CLFIMONs AS sMMN,PIPE sl«11 BE P" ` +" .. SEE.1NCRPL /`lY \" ur¢1v NO. �/ ®[Hveagprm,enia,.d:�mvervma INSTALE R.OCI WE HC 1 FACING UP + y'L ,e' ' (Ai WE 1 D SLOPED MID 10 OCLGCK N ISN ..' �' ( / 3 «AOOEXM; onp�N enWgm dn•eepml oI S.C.N )I. s(SET io DR.x M x E ."' 4 f i I'_ / L Hm`...'mm'b11r,°m6em ...... n wnmolio THE(SET cww¢OF THE / — v ! / `•'' ..� '"1db:.... / m ,FT .....I" / 4 «N.5-MESOVE 0'10_ , u .L., % D- ... //�. `)FWO�mI�. N. L\'NEfl OVER PIPE- 1.11. " 9 Po i nm N weN V Mmlvv V m'sa0dum.i.mmV nb : SOLD MLLLaciaPE 3 I Nli I 3 rl 5 % % •// . / Li N0� ° � x )2 r E ,ITT IN7 hr �RLlIMItC � /�� le u t R r ! I1 ( R n.0 D ) , ,_ GREEmw \ Tj ./ -^ � GREEN LEAF CONSTRUCTION 6aLowPuro u OI Rm. � / f sERwrumlPCE _ '�, 1 � � F.W.WEBB CO.ADDITION 2 LRµslrox FaoM _ - --'" � 283 BRIDGE 6T 6ALEN1,MA66ACNUSETS ) 9 1D I NAP 1B,LOT DIM le >LE,� _ / ei NAP 1G LM 0.Vs ,'� DiX . - �u - , 1 p ONNFryAPFL l XOrE,NL4 'i3OSBaap0 sIM1.10w[00s q s— 1}' 160 xxaYsvrumPNO nom . j, B.emm ra D,no wur PLANNING BOARD REVIEW ' / p : 1 E / a We / S.A. r / c _ 1' elf iev/ . . 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S e i9 s 'a �@-~� c..�b�e b 3 `- --' .. .• �I c D b.o bo bo o pl b, s o b o ' u 1 v\ IS = 1 , )� i s �5 ,mE b ° 'c.° b 3 3 v $ ._5,s �s�l I y.�vL z / ,g - '°c �c ° _a LIGHTING PLAN J 1 ' I /qM1� `L6 4R' .��cZ e 0 0 0 .. a0 C. e bo /b.c T T'D. �o be o zi, ' @ + s - - n9PDq 3-a '' w t cc ° �..i"^y�., yTT. b e o a b.c o o c c c.o _ V o a 'o.o o b.0 .o b.e o c b.l x b,T`-'�a s �-b�, _..L_--"'S"` o x e�F-'r1 o i-z e z I'o, o.o of D' c b o b¢ b.0 b o b e b b.o b.o b o b D o.hr•& oc,z l g.1 b.R' c.o b.o b.o o.o b l oa b 0 b. ,b.o o o bol 4 0 b.o c o b o 0 o IC SCALE h o.o - D-b.a_.. b,� oc bo c oc b.DW p101, c1 _ b ac o.o b. be o b.c b_c oo bll 'o,c oR co be �� O b c ° GRAPHIC n - b c ° c c o.D D.c ■ °� to bo I c.o b.o bl m D b.o ,.h b° b.p.l bu •c.B 'o.p '°o b.o b G,Ib c (w FLaT) 3 bio b.c ..o °o b.p D.a -...b.o b.D bo bD bo 1wnL= zO tt E A B C D E F NOTES: NOTES'. 12' .EMSSETTING sxW az I'D..AL AN,POSr DE LGN REFERS 0•I11m Gmbl FREE ME I^ BEM OR bWrLm GEBL BE REPLACED. SIGN 11F[FR PION �][ LEL♦�u' 1.ALL TMBFR Sx>LL BE PREESVRE 1RGlE➢IN ILCORNNLE M AWPP REFERENCE DESCRIPTION 2.PEREc SPALL NET BE.PLUMB DESIGN STANDARD EANEN L14 WAND FOR USE UI GAINTSY UTILN ULC ARE M.11,E SEC. TURNER GUALL1E AS C. ..MEEr ME REpUIPEMENIS pIRLINEO IN AISMO 41JJ AND 3 Pp515 ATER BE OIN PLUMB RI i' BE 0.S LOLgtLFSS AS OBIAIN•BI£, NEW WE CEmIs snowx. BAcgnu xT1H PAVEMENT MUTCD re/-B� RESERVED surteDLE wSERUL GMVAmw x 6' z.nuBR P.VB k Posrs slue BE a ss GA�z THE F LLRS d4R1ID dl 51S SOUTHERN PINE e PARKING A RT-e RESERVED 1r.1e' 1 N z sm MwmmW J.USE a GREWAS GP Tp PRESERVE O PpggIXC D ry yy �. GROUP THE CROSS s¢Tdl Or WE MITT LaiACIIRW xrADs SHALL xm BE CEPTED 0"') NT wooD PAL '/./i n?'L`a\5n l / AnW MmAM a W NOT DRNE POSTS MTH THE B.. � �q��I 2 °T' �) X/WI[Wv'Na TEM scxs ATTACHED �IE 1^ ° p CONCRETE 0 VAN s.MEET SIGNS x CONFORMANCE WIVE I]' "_J� m °y °y° a WALKWAY IF M2 W16C YWT•m `93, "�` x—mP.Nld aeawr ACCESSIBLE WE'MANUAL ON uNlmRu TRAM. mEW GUAur SPACE opwEls E.TF cCMROL DEYILB' c TBW FESEAYED Tzae' 1 CONCRETE CAMS ro HAW 1 wow uFLTE RTO w E MANTE BY The H.L.Tumer Group Inc PAXr pF THE vosr SMALL PUIauG PLUMBING GNmAa+oR,sT cpumacroR ro vucE RAVEL EXTEND RBDYE slcx,WHEN THE SIGN 6 ® FIN.cNdE SHOE TOTEMS AND w.RUT.PwuBING GO WALT.TO IxSi1u IN PEACE. wow MELS ANP SITE CURTRAcroR m vucE axp Nxlsx 27 LmNe Rtl. cGXCREIE.CWPU SE WTx Pwxowc coN1RALTdt cnnc°N.Mavx VAR ATL InSTALL AT \ CAVA"�A A '� V AteV ,NPH.C., _ z X PANm OR CONCRETE LOCATIONS. z' �/ /i.// ��/ / Iew.vBnu I nwlB..w,B VAN ACCESSIBLE A AVL SLEEVE SMALL BE USED i0 // //�\ ANTE pCMXEVl6.EFWNEEIn•au{Dxo SCEM4R LOCATIONS ONLY ALLOW FOR REPIACEMEM OF THE PoSt rT SWll C I a CGRAS W/u&SMI p50MIRCD R1 • 0 RRERKD "' 6,TRI SICX RI POST W/�1'6 YARNING 3'rIB' 1 J LOWING AND ®ur EWll / ur.p]0 NCE cvyTPIO1S a BuxpS. - LD xwE scRex R BOLT k SRONE $ e SEEDING W/NET k LOCX WASHER 2.5 L STEEL U CHANNEL—.1 x4NNEL B ppg SxV1 HAVE DEN'.B HOLES r 4®WMEM sm 2.5 LG/FT UED. / so ouxoxio Bir AT r ,..rkBsn 11 MORNING O 1 NOi 0 C FOR SCN E Rsl BO NBT (ulwH laoxjEmExnBAM ln.WCEBRBLE WE G sw SHALL JOSJO' I 4 BINMINWS _ BITJMIENT BE PoSRgxED O WE HEAD Or 011 REWLAttRx Wg XAti1 GREENLEAF BB GNAT O AGCf}S BLE YARNING ENTER AN PAVEMENT svwcR - r '� SIDEWALK 5� SECTOR 1POSi GYP.MWCll r TRENCHIT LUOCUsrNoKO'e°u B RE IT m w® smE m=D RVA a , „ BANK] U AWLMBIDn o 0M0001! Forum F.W. COMPANY . IFWE] a NEW _ _ MMEE4Mv m1WL •alr. W PAVEMENT ss O.eesLl�..., P eAA mM2 Mmr a~ vux 5' z' ar 1� om Raw.M•oG 4X y XmmE �' SIGN MOUNTING DETAIL - a SIGN SCHEDULE �� TIMBER GUARD RAIL R pz GAEE HIVE R a GAT£ NONE ceO cz SCALE: 1/2'•I'-0' TIP CAL SECTIONS OF SURFACE TREATMENTS c� TwYP NONE BITUMINOUS CVRB BASE SMALL BE PER PoLF B.B..AO HOT GREG MANUFACTURER'S PETER OALVAMII➢STEEL PIPE WEED _ .: RECOMMENDAnONS. 1,DEC SURFACE TREATMENTS DEI. IS/C6 GR I.I. x g MITI CONCRETE ROUND CONCRETE CONTRACTOR SHALL REQUIRE PAVEMENT CROSS SECTIONS - AT i0P CG PIPE LICENSED PROFESSIONAL 1 INSTALLATION PER vAWi wxslgUCDUu SEE. ED E of Q` ATE \\+ / ENGINEER TO CERTIFY DESIGN COYW 2 IN TAO6.J0 RITO `I / -/\ PLATE p (>wPl i �T�LONL i0OTN4 BELOW P.1 J.CURB SPALL COMPLY W/MMGT 501, NSTOR WO M. WL4CTA n/c6�x;sG oEruL.,. PLAN Sw,40 STEEL I PIPE C IEA MM CVXCRETE.ROUND VERRGL cRAxnE CURB Y¢ GIDL�A�OR WNORC E AT TOP OF vRE. !NILE OF BClugOs e A LC44 LOAN e:SEB U.WAS cGOE�" (a)dM CARS wmI suREACE cougsE AND SEED unnGL•mBMs. ` SEE DETUL S,/C6' \ " GGenax s(INCHES) p /J TEs O ITE' 04. m.GG cpURSE GREEN LEAF CONSTRUCTION (suILAA) OVERHEAD DOOR 6 z i mp F.W.WEBB CO.ADDITION ` VEMENT CUT U E 293 BRIDGE ST.. DUNOP9ER 6 A I.H.ISM LF DB GRACEV� s NCc GATE 6 TPI ' y'�C SALEM,MASSACHUSETTS GTE E \1 CONCEIT -a MAP$GTp6b GONG,STARS 2 �l`1/.J,� ..n / (xdiTH ENTRANCE) �/• _ NAP36dOT 00.4 GOC AMP 6 1 'k. '_ CVMER1APRgNT (NORM ENTRANCE) 4000 P51 CRETE K RIDGE A MEA 6 /J DEC AT Iz'OA M6B SIIMPAYRADF�AYxYIn N 4 DOCN �� A A V A� 1WMNX0MN•IDmGNe EITHER 0q COq FR 6 TEN SC AU TCR 80 NPX pµ �L..�\/ /i/ �/ COME CONCRETE UM15 BMbN Wl%IJII PLAN O STORAGE AEA I CCE FACE OF BERG �r4 T� MIND LWO NONE. \ `K` BASE L011XSE MAR. NOTES: NOTE. RAMI BASE n v, .� PLANNING BOARD REVIEW 1. COORDINATE LOCATION W/ L SHEET C2.0 For ICELAND LEGATOR& GOT b5 GGVEL wsensE COMPACTED SIIBGRADE SHEET CO. NO 2 EMC7 MORT R OF BOLLARDS TO BE T \ f MCI POLE FOR CONCRETE POST IN 2. EDGES OF PAD SHI BE DETERMINED IN HELD, Z-0" UNpISNRBG SGL FLUSH WITH PAVEMENT. SECTION 2PR.RICHT POLE BASES SMALL BE GOES)PSI ECIS!CONCRETE W° CONCRETE DUMPSTER PAD n STEEL PIPE BOLLARD - na cs cz SCALE: I/4'=r-0' SCALL MORE 1B PRECAST LIGHT POLE BASE 1s VERTICAL GRANITE CURBINGVARAN: ARM I - C6 CTE SSAEG NONE CE Cz sGLL 1/2'=1 t. THIS m EARA rw: •r T1,}Dp'_ LEADING COCK COMGNUOUS BROOM WISH FAM ELISTGMERIC PRE-FORMED ROTATION AIM e/ V RADIUS tO ET 5'-0' SEDGE OF DOOR PAD 1/2'0 PREmRiw BICKER POD AMID EDGE FFCETT SEVMT. ALL HARD SUNFACR. poor VICE TO BE 1/A'BELOW FI ISNED BOOR EMERRIOI. ELASTWERIC MINE SEALANT AT ALL PAVEMENT HARD SURFACES. CONTINUOUS RADIUS ON NRF ELASTDMRIC JOINT WFULS TOOLED FDGE SLOPE 1/A/R (END) T N1 HARD SUREALR C0.YtGXaIE OVERHAUL DIMENSION BITUMINOUS/15 0 1 C'O G EACH RD Mlll ��J1 M/EQUIPMENT MANUFACTIHR BINNINWS BRM SURFACE VARIES BIEUMINOUS SCOPE Y BINDER, ^ r PAVENEOU ENTER zW(TVP) LIGM BRWM fINISX 9104 0'-P 44012 OLE W.O CTR. ]3/4'ANDPAMp R _ DUN 3 lYP. �MUNDARM 6'PEVFII U.N.O. //. P T yj /; GCX WAY AIGRAY �L= 1 U 1J 'f tel: •• 'GHCR .-I. EIE II I .-I.cGva BASE NN SITE DETAILS dfi opwTR a B'III RBEoom r' 1 1 (. )„`"'-"'`LL/�. I T. uaoumlcn u wTSII elTuulxa�AOEMENT. 2 1¢ RED GUNMMMI ANO DWR PAA, GREASE WCR PAD END OF WWELS I GNPMIR GGYEL b5 4App}b5 PRIM M PLACING CONCRETE. P OF NRF CHNOTE BEEMENAMWEATMENT OSSSE PAMVEMENi T\/{` ,""'000 / NOTED PAD SHALL F]URp I'-0'BEYOND OWq OPENING NO2:COORDINATE LOGTON�/CML 511E DGWINGS, • A ETA N B'COMPACTED GRAVEL FACM SIDE VNIL6 OMERAISE NOI G. RISE COURSE,.405 OMPACIEO SUBGRGE CONC. SLAB AT LOADING DOCK lR CONCRETE DOOR PAD n EXTERIOR EQUIPMENT PAD �J� BITUMINOUS CONCRETE CURBING ■O a R czI NOTE: $C.VF: 1•1 CH RETE i0 BE 4.W0 P9 AS G CTE ECg1E: 1/4 1' L6 (1 a ,wAwm � �� SCALE: I/z'=r n.o cz € A B A D E F za- I BAR'ID, 1_\ 10-Y MAXJMUM 16-0'MAxluuu IK -Ile OR RN, R A ASK 4-0 COPPER Op- .1.NNAD TEMAMR-NSC TURNER URNER DOWEECTERES AAR_ I-EXERNALMA OUP PRACE ME— BARDA.SIXT- TURNER 12'Oc� "'ARE AME 7 SCATE MAU.BE PROVIDED A/MAXEY Sus, I ONGING A 95%OPACITY.SEATS To BE UV STABILIZED P�,ThRm.TRICK CAPABLE.1 T8 11 BOOSTING A 90 mph WIND SPEED.SIM To OR CHAHANSSE, 12-- 'EF""F, TAN 'F 111E`1`3E`�'��" EI NMOI GLATE GRALL,MAI.THER, ADED EME,MR, The H.L.Turner Group JN DUN FOR FIRE DEAN OUR LIGH.E...ME NPROME HIM NOT M —A-Em lquss2.PEACE HEIGHT SMALL MATH HEIGHT OF MAIN C......RAN,HaNWW RUDE! ROOTS wIMLINK REJOHO AGE ENI X.OGEIL. I"LIKE INGAMMATAM WIN iss-r ARD.M.-MANNESERSd00a P51 .W.H.N.S.11HROMETS ngxBIpXLE7m CONCRETE CL S FORES, M ED SFALL BE PROVIDED I/PGIVACY SEATS WFURE It C NOTED PROVIDING A 95X OFAGIT�GLA7E TO BE OF I.FENCES G.Or BID I,CONGO WHERE INEIGAED.PROVIDING A HOU OPACITY SEARS S U U A- ED N -GRABRULDER PJC.G.L.M.MICR.CAPABLE TANUM EVE.OSomm TERM.CAPABLE OF WEREENG A 90 A__. mph WIND SPEED.EGGS To PIT MESH PROWDED A OF LESSORS A BE mph WIND SAM.S12M TO M L MED ANDREW CL ABC OF PERAGE GRALL BE PARALLEL w/RADISHES GROUND 7 V_ - 8'-0" HIGH CHAINFINK FENCE DETAIL SURFACE -m: - 1 1.41_ ' G,PARGE A.L. ROLLANA-A 24' ALUMINUM SLIDE GATE �'—O" WIDE DOUBLE GATE DETAIL GREENLEAF C6.1 L3 SCALE NINE TOR STALL SUMMER W1 scGi, NONE AD.,PAR C2 SGIE NONE-- CURTI AUT.I.RM GRANSUPS, NOTES SIDEBRALK ASPRAL,PARKING A OFFSET DOWNSPOUT PFAVEDRAIN- SEE NOTE 1 1.PAVEDRAIN PAVERS SHALL BE AS MANUFACTURED CONSPETE FAMP(SHERM) GREG(24-SHMIN) BE SHEET C2.0 BY PAVEDRAIN.ELL OR APPROVED EQUAL Rp SURFACE CROSS SECTIONS FOR MATERIALS D TERMINATION OF FOR SESSER TRUNING BOOK DALLAS BE MIRAR 1160 N WOVEN AT WALL BE Too, MASON RN MEER G" T THE DECEPTION or THE STROM BE FEE A RAFTELON ANCHORS ENDCRO SEPARATE FABRIC CONTACT ACF ENVIRONMENTAL(1-800-448-3636)FOR G COAM F.W. NAMB COWMY NAVALL MI .1 REFUSED G.U1IN. 8'01 3/4' FIRTEMBOTON INFORMATION C"WHEAM T Q5 EARABLEL. �)TONE 2 PAVEDRAIR INSTALLATTEN MALL PC 1.ACCORDANCE 1. EMIN THE PUBLISHED PAVEDIRAIN INSTALLATION MANUAL Am....I.&A.,--m-An-, 6'EVE RISEN COI A VIBRATORY PLATE To' MR RUENOTHS VARY) COMPACTOR TO ESTABLISH A FIRM, LF PAVEDREARN PAVERS CRUELER 12-Al2-N5.65', COMEMETED OR STABLE BASE. WMIDE: T�L PAVEDRAIN ENDEAR AROUND TIE PERIMETER UNWETTESSID MD.. INS 4 9'LAYER OF 2'-3-CILEAN STONE OF NOTE ARE (AGASETO#2 OR RES LAYOUT.PROVIDE A SRUCERE,FLESH PNG TER B, TRANSITION TO EXIST GRADE. ANO AN A.SGUE, COMPACT /A VIBRATORY PLATE 3/8'PFA GRAVEL FILTER tv -.RNRC MMIPACTOR TO ESTABLISH A FIRM, SPAIN PIPE STABLE OAK, ViiA LL, A,PERI LURE 4 PPC PERFORATED UNDERNAIN PIPE, -7 STELOI MINIMUM, SEE AAMTO 157 STONE SANGAMON L/ 'T Fl WRIC U LEE PLAN C4 FOR ABDITTONAL INFORMARON. MIRAn RS280-1 GEONID i\I Aj AMUE EGGER. siONE NOTES COMPACTED OR UNDISTRJR.I I 1.DOWNSPOUTS SHALL HE MANUFACTURED BY JRL HOE AE SONS INC SUSCRAIDE 1. BS 100 101 IRONWOOD ROAD.WEDIEDBORDE NE AGORA.1-BUT-2455521, I ON WE ECTI 05' 25-ER N. 110 I SEE UTLEY PEAK C40 AND GRADING PLAN C3.0 FOR ADDITIONAL INFORMATION. N A 8 0,-' : 11 IGUND FLESH N. 12 GREEN LFAR CONSTRUCTION DOWNSPOUT BOOT & DRAIN DETAIL PAVEDRAIN INSTALLATION SECTION F.W.WEBB CO.ADDFTION SI NNE 10 INFILTRATION TRENCH 293 BRIDGE ST. \(QD SCALE: $'=I C&A 12 SCALE 1'=1'-D' SALEM,NIASSACHIJI W26.D. 1102clo"0635 Nr SIR BrI SMART AGINKINGAN; ROD 1.ON whbp Cp. YURI '0",LAPMR,ALL G111,TAN11 .. T OR FACE',EPA',EC'm SEE I PLAN SOL MAKING PANEL(PER MNGEEG7 DETAIL INHARM,11A.117" EIBIGIO LEX'SLOPE EM BALE SID", GAAUAG� PLANNING BOARD REI �A WNxE',,MN LEVEL' 'A' AT .SSGA. HSL -IF AIASHA NI SIDE TRANNATIC, MIT. NEW WIN _E I,E.G., OR 1; POP, L 'GAS"AL'11) U.-RU I N CEMENT I AN S, OC A -MA, EGA, E A__E/ I PC FOR' SLOPE DARK I,I, BRAWMAS URAL E RANPFERADAM TRA"GA,,OF'., DERE .,IS VARAS VARIES SC'SONGURFACE UPS,P,OCAMAS'REPEAL J SK-11 SLOPEANG 1.1� LENGTH&SLOPE FAMES MORE B eY I'OR I".IN', VARIES ERE:HIM SEE FUNCTION LENGTH INSIVARLI IGSH NOTES L BETICLAn WARNING or,EM, IS E SEE MASS GET CONSTRUCTION GRANDANDI ETNL PUTTED, A SIDEWI WIDTH I -------—- �FANFT IE T 1 INSTALL CAST IRAN DEMOCRATS WARMIC PANEL AT LPDGAWS.LOCATED NOT A'='INS MOR CC-4-_L 1 SRI (MIN)CONCRETE APRON WM1_S.IBNG NESS 5 AREOMENG TEAR I'NOR MORE Th.11'FROM SHANNUA, Or(GUTTER ON') PALMA, W/A.S.1 NUBFMCA D TH BE AHENED W1 DUREMON OF FRARAE.SICE AI.SO ASF DC�ED.CNG PERROT, CIORTERED IN THE START 007 SERGONCE 6 ON STICK STANDARDS SECTRAL EIDURS. FouuwupN S 8'GRAVEL BASE TOURANCE FOR mMTFUUGON+/-OSx SITE DETAILS COURSE, DDT ADS o SECTION A-AI WAY CLUTLER.B SECTION A- FIOF SORRAILK TO BE ABI FOR FIELD PENELOPE 2 USABLEACIDEW&KWIDTH LESS REAR 460 SPAULNIT BE _O. SIDEWALK THROUGH DRIVEWAY W1 CURB RETURNS 1s � MAIL PER PREED.1 Me SCALE NNE SIDEWALK UPDOWN W1 DETECTABLE WARNING PANEL PAWING TO C 107.21 C6.1 Ct luIL NINE l A B c D I E I F TURNER I.ARBER 15 75 CONCPE2 SPALL BE NP ENIRWHEO 60W P51 gFRA ZB MK A-18 C AM PEP 15, L-I50. { e9g 11 3. o MINIMU Ror SLIDEG.I WSTEEL D NFO LMO Nc PER ASM FOOT, @ SIN q-015.PIECED PER E.C. f NIBS.MINIMUM OF 015 5p X$IEEE PEINfOgGNG PEA VERNAL FCOI I LLFAR COPSE OVER gFINi9PCIXG S6 1.FORD PLE1E MOOYLE Dgin 6EEPWRFppp1E 0.LANM°sHEETIMMUOWLE SNGLE MOpULE MUPIE UOWIE 1XFYEMWYLE qw0 J. SURER T COM TA RP6 NAv%MJECT NOT MORE 1Wll 0'BEYOND THE INSIDE will OF THE sIPUCIUPF [P DNRWIEATWMEM Au`NDEE "Or GROUP 4 RNMsD AT CFHRRLSH pF PPE. pp _FISH 1R s1PY s 6lSE 6xuL BEA'Mx YNtlJMPACTEO FREE DBANNG RACNFu rsPECSECTON�BIL.FF.I.EAL£vEL PXEGSL sErnpxs uIW1 INK a sx FLAP JOINT nFPgpxlNelFLr cEMFRm IN TIE 11Imx DF ME BULL END bt �' S MSRugF�AGN M LTTBEASMOOM FREEpF wMFsoR DEBgs AuOExIExDr BEvplp ainNM°FOOTPRINT Acpv CFx Wo SX.LLL BE ASSENBI£0 G NORiM IN ALL JAMS. EACMEVED PRO"IT—LNG ITAPP', 5.PIPE TI NAMHp1E CONNECRONS SIWL BE FFHNNU PIPE SLEEVES COMMAND TO ASM M23,G6I M OR PURI ENDVIEW CORE DWLLEO. - Z. FIGHT WALL ROPE PIPE SPALL CONPLV WIM Al51RO NBZC-Bl,TYPE S.BELL ANY SPIGOT JOINS stall BE BILL GE UrF rp TACH GMO ^z DPu s:odo xm ezcxioF The H.L.Turner Grouo Inc INSIAWTOX$1NLL OE IN ACf/JPCONCE WITH ASIIA D3J21 AND iMEY DRAWINGS. �� 4.�., a BACRF l <EF03. i.FRAMES k CISME ANY BE CAST INTO TOP SAB OR INSTF G i0 MEET MUSSSOOT COISUJI SIONNRDS. 'y'[� r T+^` 31 IID RE OPENING Sx>LL BE TNS SASE SIZE AND TYPE AS E%STING. '*' a d 'qp e ' •` l^ 'A'Ar E ANDRAGERNE SEW N6 EP FPOMFxEx Cmcwtl NEW Xemp,M16,WB% r •p:1lh c e 1 GwoNaiAN, nn.61 m e.GrcH BASIN xWDs sINLL HE IusruLFD omi PIPE IxLEr AND sxALL MEET z sANwRp F zpl.l z.o. 4 F a a d ,•� y aLAxsl 1 yA, p .- r _ L WTIEm•ExDNFua•WpnxG scRxrNrs SIRE VIEW i F AT I CPQ S 2I,Vfl 1 1. oil -3 :,T, ijll� ASINOL£l0 CONFOPN CLUTEET TO ` "il - y •. - PPE II , EC C-0i0 Y I GREEN LEAF' ELASTOYEPIL BOpT PIAN NEW EGLI SA _ „� S'f t NODULE DATA xM+^ µPPP HARE _ IGEOiFX6x 0HEWNNEMI G 1 p NCE! OUTIEi 4Y inxG"viIXSYME,pn latBMM) L 4TE1N41W%PEpy�OLEOxLvI EMGV W EE DENSITYPIN SECTION2TOGOOMPAC ML S CELL IBFEC SECTOx SIDBI SR]NES f E.4,44 MM) STRESSED MUSTS FREE OF U SOL IFUTSCE FROMLw,pP6Wdl N. O Nu OF Nt IgHD MPEPMFgBLE LNEA FISH xRED) 1DFRprsEOEV UucKt EE FPOMLVrtPS OESg6AND OR DESIRE AND E%IENU D0. NM° SPOTTERIFEADEVEf1, 1'-0'N HOOCH( SGOpPGF VDLUPC U.CF LLFLPrE9 RF FgYPEOPv1ENE DVOFS,W]PRIMusi TAUM°MOVEMEM CMFAOT HOOD FaoTFISxr.Ae GGTONAAsni wrn�r xA SIDE PRTz w WUECWHGt voD NTFRxnLvrnuME:68P. stlA 6E ACxEKowxIS TO NmALLNG TNH SDE PROBE Eo wIOSWFACEARG.6p% pEDMENmmAL:W. soLS MAYBEACCEPTABLE P DETERMN O. CCMPACMq N 0'THUS, F.W. WPbB COMPANY FAIL Al PPECA JGIXR WITH AN 6TABLEBVDWNFxSENGNERALLUDEXOTEM1 _______ .VAJ INSIDE OF STRICSEAL JIRD - ONT INSIDE OF STRUCTURE JOINTS WITH NOMAq IF F—HAPA u.n 1� NOTES Iaxbm[u�,mdwua mueNnMn n�bnl"vmwru T.WN1ggCTOq SMALL INSTALL DRAINWATFR RETENPCN S'STEN AS INDICATED ON INE PLANS.CWRACT ACF per!® SWO-GPAVp PALNFILL ENNPMYEXTAL Eqt FULL SPECIFICATIONS AND OETYIS(000-N8-J6]6). - m EGA. �° _Yi M 6•urFRs 5• J z.ELL FACE RENS (NMMENANL£AUlACCESS,IEUYoD IM PART,SINGLE TO uNERs.h YCOVLM /BA CRUSHED SIIBSLIPFACL RE SCUM si$RM)SMALL BE PPONDW BY q SINGLE DSTRIBUTLa. SNNE PARE N LW MALTpt STIALL CCHTACi ACF EXNROXNENinL Epi A PPECCNSIPULTp!MEETING ONSITE PRIOR IS STAWTdI G,ME MOOULAP SUBSURFACE PERNTOI SYSTEM. ALL INSTAI .ONALL C."MIM ME YANDFALNRENE PUWIGXW INSrALUIILH MARTIAL BY SPESSECATONS. DEEP SUMP CATCH BASIN STORMWATER RETENTION SYSTEM SCALE: xaxE UNIT (R—TANK LD) DETAILS �� STORMWATER RETENTION SYSTEM UNIT TYPICAL SECTION cfis Tz cB.z a SCAIE NNE SCgLE NOM UY CAN —IiciGREEN LEAF CONSTRUE11011 F.W.WEBB CO.ADDITION END VIES OF NFUFASRC CONNECTION — —7 mzr EMNEMID 293 BRIDGE ST. CYT AN GE M THE FARRC SLIGHTLY ANG FILLCOULAClECTODYER SALEM,MASSACHUSETTS wicFPTPAII PPE TI N xdacOPpOSIrt NasE ENS —REINFORCED 6. MAP Z6.LDTmX ALMOJxDPFEPATHANHFmEeWi' L Q�,°, A ry �Lyk CUM,or TAPE TOD,ro NOTES AxDmEx SEWISEwRHnM6FLMIP Ve} ,('; ' TT YAR"' FASTEN FABP C ro P PES TH IS FORT IT LAI TO WNF APOER HUNTHE SYSTEM PORT VAiERHR FAIVED PFA 1MPl6,LOL 46)S _ J1�1 ,p A TOPGEVExT., llL ANDRE auuFEENC T GRAUATEOSmNWNTIC - _ OWIIERJAPPLEART 4 1 T'Y sLPYCT.WE uN`-URED"N"C NCE NCWDEsn OORD • H68Mpe 61m1AN[[MMF STRUCULERNG MNMY 'v R,N'AO U"DURING THE FIRST YEAR of -'TNtl' 16'JYWMW�Ymp[e .AS HE PE YEARLY N6FECipIMEAFAFTFP — DECADE. _ "` x4 [ 041 MAMT]4 ((( 7",fYb'1 J'T'Y!`I DED*o eEEEENY a TRATscPRUMONS. uorvcoGpW v TFI _ Ire. biF r lr>,�YFD`y"ISA %ov, I/ ISECF R.TUIp NOT INTENDED GHOTVettNTN PERFORATIONS s� `^' PLANNING BOARD REVIEW a pRS �a� R.TAN" LAMP IPCluuR 6NOwM vN3nbn+'r%`m-R:kM;Yr'�sI /`' •..,. n tz G ro �ce PEE ETT^ roImeL GE:4:iaF .� ALIGNA AM NTERPENFAFE FARRc E I 'pRrr�;FA`Y sq v'4r `6s it AA - f A n �q Y -K,_ 4� 4 ti2Y T T • �� v( _... CALOCIA. HIM, e'NorcxW cmxawnm G SPIN FABRIC Ie DPENNGstoTul ! .. ... pmm q DvsR ACFG.ruIA ° uE oARR DO.TO MAI=p"Io k 1t x L ASTEx FABRIC PPE t}x7'A—" u�`tt4 'v -C "q°ErlExmTUlNv / ss SOL wRVTIDATF DDIAN:rTErr4M RN NO STRUCTURE _______ F MUM !E_-a SITE DETAILS �� STORMWATER RETENTION SYSTEM UNIT PIPE CONNECTION DETAILS �� STORMWATER RETENTION SYSTEM MAINTANANCE PORT DETAILS �� PAVEMENT SAWCUT DETAILS ■ a c6.z U sGl£ NONE csz G SCALE NNE c6z cLT SGIL xPJC E A B C DI E SITE DESCRIPTION CONTROLS EROSION $ SEDIMENT CONTROL SPILL PREVENTION Protect Nome F.W.Webb[a.Addition Emin and sedlmml ennwle: I.[onion--1-'mxeuns snan M hems a 1.1 Pln•an°°claw, emblem, de I.M.M.an In.mW°eal m lar vla[xne mar r A.p.M ro bane.UP.n 1 spm. 293 Y 297 Bridge School SIMON,, Fencing - will be (Detailed continuously.at slope IIMPS then mown on me mMnls All be In plea.oder b e°mmmnm.M°I wen-mwlnif ex:aXoni. °r ebr begaga l°xpnun er marnme.and su°n°nex U,m rm v rnmndf. •Y o .1........MO.. plan. Inspect filter fences weekly and after any minfaX event. of 0.25' or greater. °O a r TURNER Perform nr required main ImmedNer. Remove sediments when they accumulate 1/3 z.A,...atoll b.emoull mMMe If an.o,man.r m.Idol nae Oud kkp:rt-pmg h Tn.muxn0 pnanm.M M mlm..a en•X.eannp m.mnhunlen r:vlwr: COMnnez. man[.a/eanahuanan b 1/2 me height of me fence. Enure that no damn occurs 1°IM faces dump, elm rete.rex n Pmtxl O.arip11°n:ml.protwl mann°IM xnahudl°n°r°].ANT.Guam fear col In r.m. clean. 5th fencing.hall Karl m place until IM uP o[ f Bax coon, v pd ons nq°Dea ro e°1 NJobre velop•uano I. permanently glee nm Dean Ins1a11M m mal ro M gree All nwNrbl..lend on.ne.rel M.rota .01.°rtYnv mann°r In ma.oppnpnar. `W.Webb c°mponve abrin;r°ne°uve and d Ardenhn logo,In SMem.W. Tree pnlen aN. sbbli zM Sediment• remaining In glee rdlarin9 fence r° oval exon be mind IM.me A)A mmlmum of Asx.samba eu.D ea.On.eatesho e° mnrdmm ant,N madded under°..a or d ennawn. rectifications b on using amp alt Pal let an on adtoed pelt. The mym°Wlan a,I NOR contour,seeded with o permanent press ieetl mix, and mulched Cut fence off )A minim,m al 3'.I nn-ma .1.uen a,e.-.r riprvp nae PnueN tin M Yell In ImIr who nal vanbm.^tint int mitred manumit r'e ISO . will ulnclua.IM.nablbnemenl of an eal.n°r erWu[r sbmpe em,pnrlElnp Indl:p tlocY a[cese vl Ilnhn gntle when nmovin0 la uwltl tlhlu2ing newly etablllzatl hmin. rvIIM suMonm rill bar M mlvetl wlln ane vnolFer unlma.ncemmtl.Dy IM umanulanunr. 1°the xlNlng U,Ud1W for rano,linen,an ambling additional ampler Sed golden BeMen -WIII be Installer tl)Em.len mnlml Dlonbh Mn Mm pnp.ey Ing°II•a WM:vr.r mnhU.all°f a prM°el w11I M u°M UP Mbit 11 GROUP po°I^p.r me uf,nmr, p•peen lar mmplayxi ,parysn eu or b anllelpoled aneN /low Arian tun%nmmmmtldbn 10 pre ai•pmal r II b•IallowN. end.Milan. me x1l curb cut to Ins pane will e 1.rminOW and M new holllo ponmms. Th,My will Intercept and dNaln emelmenh from mliblllxa constmcllon 3.A nine Nmpann,unamblllaM Ie, m. Th.eN mnom°s/ezlh rill M constructed, A Mw denwer lar forklift traffic will M creole.b canned ed.anus, and limited unpnheled work areas upslow.' Acceptable boder reahr101 Noll b.Nmmr`Xly neeetl ant m bill, a pmld o1 n me^11 dab mupmenNnMM will Inrp.n evil.b mmun p:ap.r x.ontl tll•Poael o/meNMb enmM. p Bang,ane on the odtaenr lett°Me begx°n Includes°mpleted game specifically de°IBnee to perform a. a Awalmem cem al mea• MamNew Produeh-Lhx.1-clon on nap 1°.Mux 1M risk..--'.'.a Minh h.-M.ue The• 1np°ulklnB in rep Into mu d,bal m.r and wale.s•rvex,v°.ell aI Mural 1.and e,gim and waXles,and slump xMdings obtained during c°nsrruah- cleorn0 acllvlllas.un P.mnn nl seal,analI ,cur Owes-Arm 1 mus J". 1 ap/.r M ,, malerlon: e.[hlcal xmk•and m n w ea^".cinerea an rpulnd. Slane Cheek Dams -Shall be^oMrueip io it.liners^rodea,and location,shown on Aupinl 15 nand D,1°eer 15.vSo°.pin.from S McRar l5 1.CebMr IS Shall Pn°:rh all M bot In anplmi[emelnm uM.0 alp en n°1 mwlaeN. Compel Y expected 1°mmmmu In 2017. IM1e plans or an dlmNed Remove.tone as tllnNed when o longer needed. stabile UShm mulch and ImMund.tire brill,wag end mine.or wA lnO, ad,_, d,M WAR'S entl .l.wi 1 w er oma won M lamp:May-main Imperial-dual The H.L.Turner Group Inc won 7'rM''a any s.al of 0 wm[n h p°rmm.e m ammo In piece. Inspect reek,androe m ormdlm. - s�[tud. >Mwmwa l^allMI.I`nte l cb[wnm^gree egnd means M.mer°.,Send°m.,am ares..wry eon Nem or o.zs'or grwtec R°pal,dam.x ngMree to ma1nNM proper 5.Yllmin mm(3)aw.°r ramal onamv m a rMr Ie m ar aetb[mM ro I U e°mw.proa°n man M SUP°ead St.mamrulunrt°r Ixal ono sate mcommm°p oma. v .boa gawk plaam.nr,final pomp. Al Order. Accumulated sediment na debris shoo be ciente from me dam,when xa.x rel.n.dl..Po.p wit---.Lull M eaelnne ler III, meMe.ler a."Mg-M.IX M mx°rp. 21 Locke all aelM1xi... [lase:Inemnln a nabin:p m n°mom.(.,SAM, An er Vz m.dam height 1. reached. Add eon. ba n.exon la mbmlam correct dam he omnanin9 dunry the v-rale moa.v,U red a.rinv rn.Brawmv xosan.Or Cmpell NOW Metal COM nnn,xa ) mutable with lack°r McNino or P 11wd an.toxon neer man 3e. Pmeun s Pneum-TM mlm.m :W2Yle.n22 =RE.M1 bode am°,ma nxm Rental,transport and Sharon,by.s[an°n °tend..xrk Check.ami inml nmol In place until.Permanent She ,m RImUsh h achieved a unci[ v prolan.mine P-nk...m M m ewe an.IN: nnam.rmm an.eevNMnp./auMafbn xemibn.ImmrleXon entl bulli of Inlet Pntxllan - Inspect tlxlcx weekly p Pnnteum Paaucb-At°nor°reMce°will se monHond lo,Iwks and InmM.dole. Piedmont pannier moNriois.dullJlnp s y and after every rvinloll°wni of 0.25' ° 6.Inamll end alaallln d.hmbn leonine dna kwvin prior b Mpinninp oupF•X. prmnxre mMm°nvnee b slue°me enenve al Iw . P.Feleum tl 1 .III De torp In ncll°n,fine paving or plop area.enumlmu°pale,dna pnpanXan ler mal xtl Nnal gnOlw, Radal.,clean, o, °move meo°u a as dlreg°e, II the Intel bx.me¢ modl "m M AM f Pk uca CMRE NEFA9.0Vs➢Ha9CEMpi9 ..ane. - oMrmdp. clear a.dns rot Immplamv.nmin pml.dlon.brit nmaln I [. nut n ro. 'ig om oats®- n vl q n . .am'..led. O.I.drape la s d In-1 In In a .X° eabnlan°^I.mml-od. n piece nm ].wool Ime?be aMnix.e SUN,72 noun.1 mnbnnp XnNMs gnu.. ,h n .n1. Iny a.nn n e.anm.ace onnN III M eppllma m emaom.Lnn nein for me.IN coling,nils pml.d.IX be 2ro ham Control NGMGg - Shull be Installed.M1m shown an me plans or as alnelp by ua m"F.mlli,aY fnlnlm uap will M mead.n,m mlmm.m a ants a ellj the Engine,. YOXIng Shen be Installed per the manufacturer'.recommendations L.Lmwm-r Incl Joel,xed,and al an m a'a TO•°u°.UNIX]z -mmempeg m. snan, on,peh.ion .r au e.. p as OM amount, m limitp 111 a=o.Bo exrhl.m. Tac.rmbl-.rrlel.m°r n hours mono xml'v^M, vp°dun n y the e,,Management wl M m smelter. The plood / =Xlmh sMbin:ma cnnm[non Emnn[i- Win be [amnanea n.hoam nm°pin, o age a N nix,an a r.final ro o I. oral bon a h.sword-.I.e.. ill' sM Am: In. ran m.am.mmmm. 1.e]]dem:mnahum.n.In dln.h 1s dem. aln[iW m Me tela per m. [onnnenx eeaH,. An bNn[ panne Me ionnnNmt ao S.01n.rtp,rem lar n Pmm.m.non nnM 6 Imlm.1 mm and ma. Parml-ns .mnh.ll All M 1 beenPlow Solis Typu: Speeding a Me USDA Sell survey a I-ex Coun,,amndment,bWMm Pan.M °MII pais ovx the stablllsed exit. Inspect the construction entrance weekly and atm n any IBM,dulled.M•brM.dere bar nqulne/or A. Faav I will n clOxlll.d..: Urban Mnd,aeMed a ekaava ed.Down,and made land, USDA,.IN .form event al 0.25' or greater., When M.alone SUrAW becomes CIa99etl with 10.The funlodor•netl be......I o,ImplaWmmlin elle"ca I To z rel net M dlwhagp b as alarm bete,I..eN.In be pmp°m ei°p^.e of m.an. 4�f Trammed-btermlned wife the NUM Am evil`sum. cueep an Janus 7,201]. Segments, °pp,addllanal store a ss the cretin"francs. Any sediments tracked Ona In.der U,pm...r,...M1a wren mwaum m nuladun%InnMl°ne dna/.r SVN dna m npuloll°na. Y a ry 1 IM ria YInB o I act dna MDXmnlro �� shall be fhomughfam In-king lnba removed Ione Sit,is sdbnlee Gomined. enfan[e Il,bun hall be c.nI x n. a°p n Spill Contra Panim-In°tltlxkn b prodlna pall Y tlheuv.e.Mm Ialleanp Pre IRS 1.yorl Amx: Thal° -btwl ro p.lenryol mlBnlllcenl.ml.n paplmma: o g s- until the str i° Po affirm the stabilized. ..nary 1FoupF 1h •el. r. 4/-A-1°r.1111 p 1n° eu 1.SrMrup pin e pwmnl mI am Work Area Mwotebnp Systema- WIII be c°natmctea wlmin Me IImXe of the work o 12,este b M nuYplNd 1° M.nulaelun%nmmmnd°e"-MDow/°r vAll'.-up.111 be donly placed a She unonnl 2. [ on Ills pew0terinp systems shall be .n or multiple application. of me details Included nenin.m • Ina r•Period.I Man Man lm don Shall M temp Hk .III M alp.van of IM px.dum ap IN wgrlon a/in.Inlormglon n wnuD coop x. D.Orb..,..n.l c." No . leg Nl.n runoff shall Meelmaly directed into wNlands, drainage channels,or closed • W and mu c..and..-need In.coral baton a Item ro•a/tl°u. YgmAmA.n°pulpm.nl"em r aplll If....I all be boa In 1n -ohne e.afge ad. catnaps centime. 13 All Nmmary•epi- °loll.. SAW, ontl mmmrlol•an;nol°M,but rest M bonito to.°roam•,dun or local All All eermwex runoff/^m this we fill,Into North River when Tamp°try sedlmeMarlon Devices -WIII be c°Mhuered/In°allaa to paaae for Ina mlMum dna a g°dell us Mmnnl°I .M p..man.nl-some tom.gpebs,tMr Site,•and.xMue,a unit and men fear...Penn-gmllial .Ip Ye PPMmun•shell px the a--glXen of aw Ye^.Phil Idle.Irmx. "e p h a� uXlnwhh ouIIM to In.Allanxa Oxen. Infen.ptipn OI¢edlmenl-Ipden tli,charge from tlawaNXng opemllons. SMm'M Suclikcians hr highways ant redox,ant all supplemenal rill be cwnp a mmp;aMy up n tllmm,y. O •pwlllavnona. Free AS an°.little bol cell v ee bred eearall-I. sprig° Mel°dhe nothing Coninebii aXenHon is also granted a Me eoniMCl tlnxlnBi for adtllll°nol hmponry 1i p.palr,clw v reglad.any ualm.M centres tlampea cony and/- °are^^I I may from^e aur.IM° bdvem s rw.aP GENERAL NOTES mslon well medium. ^ and p SPIIN. roe. r-Me,mmen,i won be° Offer min'of mnh. Inspect au udlmnl cannot,wxth.and after min/oll emmm^f a tontine ro me.pvnvXab saN e.roes .nate.. En..InvneY.mnMNbe a the win n:.. F.W. WEBB COMPANY Allmav^^m mxm bream°Mme am a M nexp.red momaM ler If. SOMIl n Practice, mmN of aDS'o, p P^^mro^plan.rel be ae1 m Include m. m In P^'rwa we seem.pm r^m 1. in e^i amhmnant am WoU M In amManx.nn rM Ill Sells,.1 TM aph-comage 'Tempenry sablizbnn - Topsoil gmkpXx,earth hem,, and disturbed panel a/ m rte. "a he.he g p the pm N then Is om hal A°x[Xpxm.l Ine 11111. hot maid Oa p prxp mwp eroi.gp Mal'OXEmiro-cm Premp..slam m,..n.,.-Sl wa wX.k. Th. °tlMnlnMer the alts when c °.e 15,was.retch M^been r. ,orlon 1- ea n u _ uw me the mineM1 tale..as remtwr mpomq s activity Imulch dA, o p for in label Id days will b° mpmnly a mite app e n M mulen X,vnd Hx nwnup m a bin x ew Ds far da.a. mvr�nruwua pm�. epM b medllY,N w`.m re aadMeml p Gulrp b/IM eN NBblllzp with tamp°mry seed and mulch during IFe growing s TM1a Iempanry veetl ImmtliaMy 1°evine,..drip, Th.wnahunbn ppMmpm mun.lbl.ler°ey-to-dor M pennon M Mm•pill D°lee e°nexbna. will M mmnnlal dogras applied at the Me of 30 pounds per Prior to seeding. IB.P ovine ^-..n entl o m In He/ rill dnlpnM a •eM Pon nqul .no will mw`mv°v r%m` pound. of 1D-10- uM Whollz...,1•m1-ry mebn a IT be [.Iry pm°nanp and`rine^,,rmnln e •pill hum. max of mpomUDS sell pemnnel all pre .n^kn'•m^r'eus^m ins all Intl ar conditioned mulched 300 pm,°cit 10 applied Me mrome vita pe[umulned rgmeM k 1. alepmd Of In an.pmrp luall.n, mdp In he m.Mbl glome°env old I"m.ops heti.°naps. p.All cing andel r the an 1.M,°shy non. l Mfon any MmalM1bn,co eel on eedl^p.even a exalt is muMeeO.rite clean h,or slaw mul°F. applied at Ihp role ..to..1 daaletl.nal wxand•. InheGacne.o`sons.aa.niom agmu..m,p.n.Y.n. arompe ,xm.n Ip oefe l Imre df 3.2 ton. re omnae rn. pcme or Into m.IhucWm me aPP,mmn[x. p•,g o Ba.mg season lon co by Seed shall .Ion m[Y it Shelf M ^Anna dna pinning on Slbp.e.Nae.,than 3:1. Ereslen MMnI e..e .ball-mph.nn c dam•° ante aelkMw lar um...M et. ,I R-mi,m and m of NADOT x6.w.l Em,a-Seed. WINTER CONSTRUCTION NOTES meloacift.ol.Naim°M amlal.°Ilse bnpemmr.one e..atenmp,oUm..,..nn Permanent deglizaxon- Disturbed o°mono of the rein when c°mbuNon o°Hvine. QENERAL CONSTRUCTION SEOU NC NOTESro PRmCCT wAIER DUAkm DURING COW NFATIER AND DURING sPplxc Ruxolr.Tx[nABp1II/.nOx T[cxxl0ua palwl,ontl ton ng Inlma•a In,tan hunt n purmm. T1hlm Permanent .creed will be Stabilized with Permanent seed no later mon Id soya TO Pal X[wa SHALL BE DURING C BETWEEN O[IAND 15 NG WY 15. bha.l.,..e b In prem. Iter the Iasi construction nlvl,. The pp,mvnenf sold min,,011 c°ndlll°nlnp. seedIDO and Iprame•al 1. mnhoh,In phot-In,calmer o .°eMn .Ingo o^ poor a ant duxnp mnDunl.n a11Ma°w da nap mulenlnp SFGII M In eonferm.nae with N6.03.0$gqQ Ins ins taint etllllon of rnA Nass. mede.Ilwn ^ooblll�ano^sl Xw 1 tiler an°t„ sk,, Ion,.. mm�alon:e a*•MMnim.F.II bo exeueM s n 1M1 n n I a .Ite 6 a noDlllxp a aq epee•n•°I a[InI1N•. n gnlelmeeunlllSllnal paremM Nignw,Standard Specification ler HiMes.,and Brll and all supplemenaal on 02NI °. ° `1"B P pane om llrrnL lu exp°ua ono auk Me^,mxp cin.m boa 1a nbt woh w cur ended int A.10.n ,syll-.min.l.mxom of MmInp/Abdplk am(•),tem nary aplmeMollon spmcll'Mlana. re lollevinp eMn "d harp%hM m 1 roe In r II°[ n^Dlllip eonAM1unbn mMrenem(Il,dna xFlcl.a a nr1 am(•)In 1M wIM IM II am I •w b• tlpunlll leu mromlY..= oh. h nor se Int h dam .II In.bnm may•null M Iwo p eo.a ace ro camxlute.vblWlon o/any conlalan z.LYer o e eY c M MM.n wll M pt, mY °°n xlin suMxmlwv o DA dl•IUl elnr lam ^°• 'L pl p v b•.n r1 IY eltabllh•d Muefe bol Older Conimla: urllry fall v gluons,gml,n�wl mfr AS aneum(dnannMDeMenm. enei ippalaluro•a a ed memn. Staging Area - Perimeter shall be ancirced all splmena lmal leo ria and 3.SMM1 am ewknM term ep x -mean'b dap,eSo--'m ane fibre b n.1„ulbte.l ° front Slump a °mbuIf ixd t fence°u prier., mw.SIV Wz.`s kpll^p a rblell epimenl niten ncMeneno, d%m IX a,-,ls.°n ).mMm rin be sum t pen porting ;.°.sen Prolaminet, rates.aB A^e.l). per`^ . m I . weexn an req. a onr.o .r? eree1m m cam C.,li^a - Dump irmrevka mPonng o nmaln9 materials fallen m [o Shueien rein won ma mete mel•- Ra.to .m no.,. •n .ria tan P 'b. en ening-b. ode s M ul 1m measure, INSPECTION/MAINTENANCE PROCEDURES b& m a with a corp ulln. N.Exce lar AM. Ihough-DOMI r"N..m em[.I...mMn,ane p o an,In..A,I aha m mn1 _ Concrete Trucks - Ca"eme trucks.1111 conduct washout and w dillod a ee concrete creme for b°ldlnp cob, ^m^ ], mvn bed°am, • red until beel�llze^Xith mel me, m a rood-end,om,placement. am In. Ad m)mXXI"u p ift,Mal will be Dnpbm° 1,nucleon Maine 1°a tamperer,retention basin. Den n den d,the material Ill b moved and n veer.M^r mOmno. ,b-Memo Iv, b v bill mals,o riprep. ontl•plment Vanhob. n udl.n al be alp ed M the mneme Ma n"Imd-I ap/°r dpsPO•p of In on approved location. I.PR=Be^ee dr n w,•pens-rfe..I. En°n IN rel°N a lull hie/M,de.lp"u, Than Tgovel.l°Wall M bpm a pxxenvl bmnl.mnq ontl nPolr alit n .aa cel Ion i1aP•tl A. Brotllnp 3.Alla ones enl c°nl.1 measum eeloll.d for M mlecr Aheld h ro rov,an nonce a a.,,MO fllang I�ap.cll.n old mumm Mpan and m,lm,,nn b Waste NaleavN- All construction avid moNnoh all be collaClad .ace none In °11"g Ce°n d` "°r°' eb.mnvme Maned,and s.uld„Imuep end mul�d a rep In cellon r IM a dna metal vowel lee b the Sona waste m eeMrtllen ria , .mien m lax.ball mcnteeter IM Gmrem,. Incise. The container.hall M YAm tea v mlMmu a e of amore.Or ar.ee for.reit s.Cenhun°aam.n. 4..-.on. mpa,ary nrrMntm.n ane la . ,i,r a r . ..°rmm�l..pemaelilip eraaaerEd GREEN LEA mal der M m. [ gmn alp,, p m ever rut dr mors will If M All paPoWp r e A n p �EerGREENLEAF CONSTRUCTION Ms°man I....spoon IM will be all m x.Ilse nn.aary. NO[onatncalon wools materiae all be bugstl onaHw All psnonna will M >�Rau uteri p-nls ant Xx ends hw ^ig.lea oma MVI m lar oehll.minimum of 95z rp.1eM erean ey Onobe1 15,er .pwNed ng°rdmg In.[°min prop.aare lar wet. rmm�o rm,d.d ober Mt'Wl Is.'hot M e l.a M m ria m.mdwe. en bnYma.n F.W.WEBB CO.ADDITION xM he oma nind l Nonex S.PIs..a bait,m ebb go eaem and up re n I nom..or non sac,am sawn,end 11-1,s .A bel u mulch n .... ..Inc. 29 All mnwl-.mm.all M Inapwl.a m Iw .m.nary]em.naa,lax o nn nary v .teln9-sea pracncea.pre e. voelee In m.max Inner he m.mnptammn mel[er.d. In. Imall mxYm..Man TM In.Nnax.n 1 m with 76RIDGE ST. I em AND.Ism be noun. A worm mM of 0.25'It min or glitch. o °uurinleneenl wlll be responsible/.r sxing In°I IMss em-ewes an bll°wea. 1u"mary mUlVn ro Pall•N°° area°' ace ul ...or.n mens monk end Snell N blanket, m oa.vna al mr.meng mMippNe n-mpi,n.nN SALEM,MASSACHUSETTS All .111 M memelmd oroar rweln Xon us Wane: All hazardous wage mnenb1.will be She ..d 01 o c-U 1°conal a R Than, e In pep MInO mUrpul . M lnllutee Stals ulml.n r p Ma nut ole n8 °nY^meninp• eevhucll.n S.IneaUSNOM vl Mohamed h,mol°n. m °..be f Over ,w1 _ NFP3k LOT MN will"To m b In. mebn of eery II m l.,mud b. by mCH ng and the ong superintendent . site per nal nsi les In ensNtl In tan 1 All eo atoll ml.e nalerihan 1-Inco In a.pM or.rein wit X Godes Igalaold vac° • n mMml -'.toploanall n - .`v NPP26,LOT 0615 amp p us ll nary waste 111ebent rHl M responsible for ensuring c°mpllance. 10.Wm°mM.11 Ian[° ha bates.and agar Nmu dry eawpn r f m lapplip Burin rl Nr,vee of Over l o .linin.-,u(7)[alone°.Mx If.11owlne M.naP.nion. Svdary Wase: 111 sanitary .bele.III be Calleged Ism me portable°nits by°-eary am.$N• hiNMd SInrNSlme lab a <W-.II mundd Po .a a,mnorl a e- MNENAu[tlM v °we mo t .enlace°,. licensed I^IM1e Siam°I Mm°mUseXs. m call by 1°ec dMabmn m°alto donna n el Sal mune dm em.dmabllbp, a 6.All Alen.-.acne sbm must b.eonehuctea and elablllzee Dy MOM,IS 295BMpA8Xxl Asexelu nG..... She m. Adam MAI.n.al.m-.P. ax.do webeco. Mm hen M In t -merles/•Sloe.n°n l-In./len.°,eluent I.eeWi^ rtg DAM Control .Ocie. n m- ].smnonx°l IVII m ll should be m alp a,m-.IMA.mbnbn.nn Mr. w ai MY.rn .NmM.anrnpk. ane/w MI a I me Ax r°neme nvwM,.e r r...pinxm bun eoMn1U- The toe novas dna n.imnlon lite subject to vehicle trafH5 one II,clean°X anmau wneam,Plan.end comm m aB IN She dans. ma re.e n O s,r-bm Ian,. me m mb. Me.Mm en°ud M vnnm zs n of IN N.s Tur a.wna.M1b,:,.n .w�mpmi^m.ePokPoo and pax anioMroae. xlMlbm wni be heel..am.m..and/or calcium chloride leg rn These hem Mm.Mol M mm,^err m ve po Nes Whn mirvnlon ani p attomporaffl b mesticor'blowing one pp^n.. x Th. 100Y/.mea 'Oland l-co primo. an:gm .n.,le nal _ ¢.Thi-S m°E any tan r anwm eon. N.wl we.keb pl...I r n 1 W nmpeenea tale rel ens ree banxn^enc entl • loon 3 days.Or when,continued moment I¢ bol f°°sml°.following temporary Cemlnn°r I'mm II 61••l.rmmeoeropl^Pea•euaglp c netl &Faz•n mm•rieb e Nth M nM o-aw M mMX 11•hlmNmnr mepen Nneon ' g von lam,man°n , dAl ro me Eneinae and Cahnanee Yamene Pawl mod e°on .pa m PEANNING BDARU REWIEW regal a N gmn.air ether approval ma pal In n mason of channel. 0°mn-Nmmr of °dhlte¢,temporary w.edlbn or mulching will b Wlllzp. ° e•,mre M pafeOkd eYpil.d• aM1h ant In a le-Nen Me N owy Ins any am n•pinp Io needed or directed b neutral to a rough I. ONeXe Vehicle Tracking -A nmlliietl c nstadi°n entrance lel be praaded d ll neaccumulated behind none gm°m bNs law,wm on-M,•pilon•o 1,the dam.alRepplox none,as reduce vehicle lacking OI sediments. Th,,pond street adjacent to Me.Its emwo°. win N All gm^-nr aMn°e a manna edema e.mnlacM a wvenlip ler septi-der 1. alanx a eded dr o;neled to m^Iain r beige mon-bens or fl. Me,mma. upon eamambn.I M .wee,any a remove any excess mud,elm,0,Tack tracked from the site. Dump CONSTRUCTION MATERIALS INVENTORY "Ulm.mm as^at xnmll a mnim,m N asz rpngM mull M xbe°,1s, .rah m Alldoudlrol m` mnlndbn mlMh.nam e.n am h.°xhnne donna. In[Im hnnne laical tom me[°n.wnlon one all be cover°,with °larpovlm. M.M, .Mea 6N W." Nmmnah all'nen.., m amwl ebnk.r.°P n a.r.re,m.axdn, tion. Nen-$loll Water pbeharyss - If Is anticipated that the following non-earn water Il..mneXlOm,m tl erminma oy.Pro/.,alma Engf"ber.;S.' NIfba professional In Eamon and Sell mml p mnlm(ve°.wkq.X uen.rm M Tap°pNd ode.man..fall ap mite chime dh dual won..Our from the.Ile during the comwaan pari°.: me tdlming mandate an weekend m M panni°mM during co^wanien: C°Mwl(ce,C). If G.sI,ne Inane a necemn.Am mMnam.„w need la..rade m.gmn Oa nemrea b AS e NnMd w°m uXads. Rena^poi wMnea damage.r nolo 1•mnn,m Damaged filter Ino,. c-Water Nom wooer and Own line flushing, ..M nand oleum based graduate,lealllzen.and.genote./01,meal,p.inh. ,orbs eapud.mAa-eegbn mist°Ile.inp ler pbcemml°r oHr' uMmminln0.mAd an onion all a nPo paalvi, splm•M all rill M nm-�J w, -P,smsni wrote x°NR(whom n spills IehenN, ntl plahee. U he an apm`Tm.Nh.ace-,vlp Xu Ip Talent. p Or looks of toxic ler 10.ul.un•-ling dila^and°dentia must M ceMaecod ontl•amllsee an,Ocl.bar 15, naiadou materials Fav&occum C) _ ANn November ts.Inc°-31•N a oa gf°hrym ems here wary tem noputl for M.v TM.Dan IT... bmin all M lope.d fo .epM a/or.1 , a inti-u . Tz III M -Unblmnleaed woNrs ater(excludingfrom n[Ma truck rasnoul) Irate,Shown obeli 0 urtde a Ine design c r o zca M P-MM rah vminimum -Ilan bion. c aMd pant(NXOOL]rN.i). youd'. ee Pocl,°r m IM mest Me dD. int -ane°naminvlee groundwater from completing a ration oNl r oda)1M°n riled Own,lam-ml Should m e °.a° ` Conhacto aMlllimlall a shall Inalaew f.r a alp Wctt°I elementwMn aoMacllrq All n -alum.alar discharge, all be tllnned a°splmenl boom poor to discharge, 13.Splmnl -nlln p umuor me b.mnl9lp fences a troy bates a up not . naallp wMnola 1UNU.1.-I-v,adbi Ylnv me preen en.rill be In•u mnh and realNVln• i Winter SdbllkollOm mnaxrma a cel vnnr mbmdm•M v m Semon. zed Over-wi der slallliaion alll be required If any onion of the site Is not Stabilized aft ...doll which all prevent c muNnn a heeled O.II.anO••elrrro^s. M udl rel collide, paem,M.° road gral base, reprep.or 75% moil vegetation prior 10 November 15. eaPppq-am.°.wap°acro Pulse Xpnb-e-w,MAXI be Imnmplal.N Dmare. Wheat c° hecton shall M conducted such that n re than 1 o of Me site h Tmmary and p. owing I s. he InsmC b,Mm°ml..aeh,m and Dam Paan. anstallized of any o Nw If,.. Double or sediment carbon will be placed between hill lam mount,,r I M m°bblleMa Sol Is drys. am Ion umil re burce(werinas. arranged)and int p dlalurbvme. During frozen condition,, or ground slump borrlme may be used If slit fence IMdllall°n - T°mPoary Mp III M Inimdp dale eunm any�ne ,n Mwmhno IS net pen I.. pauexe Rem^or-Ore.time-.-Ap reed 11 SON of an wivme Hay and .haw mulch MOM be applied a unallzee GMS Of a min of 3 and per One shall be puriy anchored mi Erosion control en shall be OpPlled with° A m°mfexm mu al°^mean.111 be came sh r man ne hent- minin minimum a mcg mlckn. DO nor spread mumu over snow, romow snow down to a I Inch depth prior to opplcea^, 3 After each coy Of heal grading,IM area shall be pmu,gablllzee ant ancbnd hey o,grew.or erosion control naffing. wine, rn : The being-and maintenance schml anal)be tahmand throughout the year.with replan/malMenvnce Performed as required. In the Bone,the c°nfmMr shall Inspect all g 4,111 ed ares, no repair damages and len ippon. VA.D.U. brSeleneSagemsAldlmareas mug be amp and mulched TEMPORARY EROSION& An -'.Par mug a.AMAI.ed.A.ed•e, and md.Me SEDIMENT CONTROL e All veged d ditches and channels mug be stabilized rin macho .I n11.1 blanket. NOTES OCNM.1-All dl.am°e.'.an m mbe Indicted with an Nmol gram must be T seeded of a eeeamg rare of 3 Pounds per WOOD sq. e. and etcher. gO-R.,as-Al sant-11-d ditches and channels muga be constructed and S ,bill-d. o.[.mM. 1-AUR1elocalC3 Ohesfalon or stn 000 7 of f theann falls d a II m TEC 1 lean 3 Manx tall re th lean]sin or me ionarbee ion I. covered by Vegetation, must be protedend for Owr-.dein. 5 A B C D E F NAPS EP RI ENLIDSE GPAiE POSTS IF PENDING R ANTICIPATED I-IMlOP''1WR�CERIN/E yDPE DA. GWS _ _PIPE R .� TURNER sarenox FMPc HER cE. tz' r XMXEN ECENNELY ro vPSIRUN SIDE OF POST. 16' ] QQ QQ CLOSURE r _ GROUP JO' a DUST GROUND FLGY 00�� Y:f^ibY"2n 'J'G..'.o�a I < - NOTES: ICAO 00 • r , It I,USE 3'-3'STONE wvaN IIDRORIMEXT The H L Turner Gmu I I.PLACE STONE OVER GEGRx11lE. SILT FrT'LE ].WHEN ARFIS UPSTREAMFNDN CHECK GASME GpAh MXpY GAG(CR PppPOVED EOIWL) DS< ConcoN.xex Xempd. GOOD,STABILIZED GO VEGENTOx,ThE SEOINENt ntMPED 1:60.T]IB.11}z xo/nlMu THE EARN SMALL BE NELONTm TO M AREA M,N ymreer�mG DEFERERG FN Gwmxc, PLAN 4 CMS CHECK ODSINLL BE MTIENEM AND BRIDES IN A r� - g ARCHITECTS.ENGIRMAX-BuMnMo scE EA WHICH PRmS ECTXE MFA FPoIN EROSION ME - .?L(9 ¢XG N/Ui�iJr • IIH w' CRAY XEL BLCLI4LE(GEGIEXiILE MUST BE REMOVED). ,6'MENCH /COMPACTED 1 6.THE(EEDTEmIE SPALL BE OiswSEO DF DATES, SMEAR, SILT FENCE BARRIER I GCCEDAIS ACRE IBu1Wc m THE ORDER ONI$W11 um NOTES EIfir/ I SILT PENCE SHALL BE PUI1➢ON SLGPE CDxrouaS TO uXnwzE II'' zNOTES, PONDING EmGENCY, GEOTSTII£ ,MANGY 8G®SESINENr FILTER PI OWm SEAYHpROSINC SEDIMENT HEN NECESSARY MX RECOMMENDED STORAGEGXT, GREEN LEAF FICAND SECTION A-A PHONE: :SES-REI,,.. I,, J.T CONT I UT SEDIMENT SHALL BE DEMOTED&CANTO AN AREA THAT mLL O ,NellµBWD OJOIB NOT LOOT PLA E EXLT E ONSTCEI.:PE CM O CONMENAT 6TABIUZFD. ONE:600-5g1-3R8{ (OR ppPRq e'➢EpUAL) <.DD NOT PLACE 9Li PENCE IN STREAMS OR CONCENTRATED FLOW CONOITONS. TEMPORARY CHECK DAM 0 CULVERT INLET z, G CN U MANUFACTURERINSTALLATION CATCH BASIN SEDIMENT FILTER MPEnENANCE FOR RmuunoR Avo 6 TYPICAL SILT FENCE DETAIL Tfcz O.t SCALE: AVE T[a cl.l sruE: xLxE MAINTENANCE vgImEDUREE TEG\ 2 CT) SCALL NNE F.W. WFbB COMPANY mVMmmememi.bn_iv4n role w LENGTH .nenGe� °A�r m ole I,mem,u.DRETEM aP XLN a PNc-d 11 the Incoming.heor TM, He the Goa Xd.lU fX,mmugh the DIRT9A0 oPd Nen the,STAKED NAY HALE$FILTER OR FILTER LOGS $FM IX SPOUT PR 1.dile..heal crnling m n.The FORTINO GROUND FIRM W the GROW should he Ile,.11 tighN, X F^ - HIGH STRENGTH $IPApPING stop the.slel Imm Ila.irq o,A of Ne pIRIBAG, FOR HOLDING NOSE IN .iMP,M gdnq through 1M Molls of th,Coq,To --- _ 3 PLACE RLFOCe Oreo Wing umI LIBMN,moy v'I_N F q o ,rts t"'P gmn GM to e rn Mw,to f or n — EMBC SLOPE Z (g'I _ MTl FROMR PUNT z,Te NFERAG M con,i,ere,fA one Phsuk Ge SECTION A-A e'mParzd-he'P I, mNrmOml m,m Esg w filler Ne heal-ht, .'Phe Ph me z:l NO PLACED ON .1.sTMN.MUPIE Iro'rN W M Plume t nhr0 heehURNTERS, ffQT[; J:I ,UMP DISCHARGE NOSE ° LOCA ON OF WIN TO BE REM LOCATED, ORE.DR STRAW SrnCMEo I'TSE SEARS J.Olapoee al orMucl M mmdving Imm anew e SITE SHALL Nm A"SURFACE WATERS.WETLW Ds, OPENING TO AGCDMONIE VP OR PRIVATE PROPERTIES.CONSULT W/ENGINEER TO 9'O4CHWGE HOSE _ PI ,'epewl arm, TO PPOPERLT LOCATE WIN, N-Wg2X GECTELOC E FABPIC pR WAR EPLOCIED STORE RCONSTRUCTION GREEN LEAF F.W.WEBB CO.ADDITION 793 BRIDGE ST. SALEM,MASSACHUSETTS YAP36,LmpW1 /^y1✓T`0`i i�i`%:ii;YO YM:NLmms g CONCRETE TRUCK WASHOUT BASIN UNDLRNRem SOL DAMERIAPRIUMANNT TE CITE' NONE PUMPED-SILT CONTROL SYSTEM GSPWWrtECX. lEC[ O.t U. ONE 1W MCdbec rumpb N BearoN MA pmp 50' BN PUNNING BOARD REVIEW ORLORVON. z•Ou ExIST. 18•y,lll, CROUN� STONE 0S OR GREATER r6'MIR PLAT ('� 'GEOTEXTLE mr DARRIFR li__ tTw FILTER CLOW PROFILE REGO.IDN RLEGE ,a= II-�- - RECD.WHERE GRADE — - ' MAY AIMPAR - EXCEEDS 2% 0'MIN 2 31 sroxE SIZE AM NFI w 2. R ai SI t DRAINAGE WAY SECTION MR.RAI I)P TO L ma�y}}y LUMED'DITC o jTHICK, - P uNoncr5 LmEn.DrtcH a - / - v�wln iwNBOPia \ 2'-3-CORPSE TOE OF t- (� THICK, RIE,MIN 6' SLOPE IHICN �- sONE uNEn ., { PUN TOP OF SLOPE mvERaDN DRAINAGE WAY III - NOTES: RIDGE pSCXARGE OUTLET HgygVfS PROFIT FROM DEWATERING PUMP I, ENTRANCE SHALL BE MAINTAINED IN A CONDITION. THIS Na MA PREKNT TRACKING OR FLOWING OF SEDIMENT ONTO ANY RICHT-OF-WAYT iM5 NAY REWIRE TCP DRESSING, -� oet E REPAIR.k/OR CLEANOUT OF ANY MEASURES USED i0 TRAP SEDIMENT. EXISPOM T yLes,mu: 2 WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUSUC 1— ,p2! 2ly- 'A'. B - - TEMPORARY EROSION 8 RIGHT-OF-WAY. L=TILE DEME R svcH THAT THE SEDIMENT CONTROL 3.WREN WASHING IS REO'D.,IT SHALL BE DONE ON AN AREA STABWZEO W/CRUSHED m t ELEV.A= E¢v.B, N,=, STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. FlLTIXKLLOTH CHECK DAM SPACING DETAILS 1. USE SANDBAGS.STRAW(TALES,OR OWER APPRDKD METHODS TO CHANNEUZE g RUNOFF TO BASIN AS RED'D. TEC2 B 15 STABILIZED CONSTRUCTION ENTRY LIFFEio MIUS.UOGX CONSULT W/OF WIN BE BANKS OPENS RTU CI xD o"TE'NE a Tflz O.t snEE'. xox[ n TEMPORARY SEDIMENTA710N BASIN TO PROPERLY.1 BASIN. Ig STONE CHECK DAM ABUTMENTS A MINIMUM OF Is'TO TEa CI.I sNIE AWf TEC3 Cl.t PREYEM FLAW MOuxp NJA. STALL: xOA 3 A B C DI E I F DRAWING LIST GREEN LEAF CONSTRUCTION SHEET F.W. WEBB COMPANY NUMBER DRAWING TITLE ADDITION DOVER COVER SHEET COA GENERAL NOTES AND LEGEND 293 Bridge Street CID EXISTING CONDITIONS PLAN CIA SITE PREPARATION PLAN Salem, Massachusetts C2D SITE PLAN CID GRADNGPIAN MAP 26, LOT 0634 - C4D UTLRY PIAN MAP 26, LOT 0635 C5D LIGHTS IAN C6D SITEDETARS Owner C6] SITE DETAILS 293 Bridge Street 297 Bridge Street C62 SITE DEALS TEC1 TEMPORARY EROSION B SEDMENT CONTROL NOTES 295 Bridge Street Associates City of Salem TEC2 ELSORN YEROSIONBSEDMENTCONTROLDETALS Go FW Webb Co. 93 Washington Street 160 Middlesex Turnpike Salem,MA 01970 Bedford,MA 01730 ( , v Y I ABUTTERS IICr n.mP 2E LOT 636 D iwa eiv ixvart ami ER ,Eur 11.76 Po NU 095142 D ATS SNORE,RNA 02486 00si0N.VA D71Bf -5144 BOOK 31]62 PAGE 110 MAP 26 LOT 61]0 12.MAP 26 LOT U7 D AN1. E V CO% LEO KPAUNELS DAU1 R. , B 9M0 fIDiERLL STREET SALEM SALEMO1B00 ..NBK]5116 PAGE 575 BOON DARTS PAGE 478 f $ / Y 1 v 3.MAP 26 1➢i 618 0 14,MAP 261 620 001 RAN R 2K. GTON lD ANON ES Ji O U IORRLS 16D NIOOIESE%TURNIPE SB 3MA 2888 970 _ \ t ,. BEDFORD NA 01130 MDK RATE 7 J { BOON]3016 PAGE 597 � ' _3 � 16_MAP 26 LOT 6RB 802 SALEM 4.MAR E 0��]0012 REV.TATS? BB 1.RAL 5T,UNIT 3 �1 JACOUENRE N LANDER 1 LEN NA IT. soul 1.11910 BOOK B1M 6 16 K 25852 PAGE 571 - \ 31]1 E 63 16.MAP 18 LOT 626 0 V.1 1 r 5 NAP 26 LOT fill 802 311'FLIMX SIREETi k SULNNE N.fELi ,IT MANY AxNE.uuMUN SALEM MA 01970 '� 15ALEN SERAL 1UXn 3 MEN.1.1.1 456 ' � \ SOON 11210 PAGE 164 17,NAP]O IAT 630 0 1 i } 1 ` ODIN VS I k UNDI HURLEY 6 MOP 26 LOT 633 BOJ FEDERAL STREET PRE10'FEDERAL 5.K.OPMAN SOON MA 01870 102[E MAD 5T.UXn 3 NON]5146 pIGE 623 / BJDK 1 SJ6 PAGE 38 MAP 26.LED W1 1 �V 18. RI L ILNEAL E ✓1 �� 7.MOP 26 LET 034 ON UX i 1. v.NAT L.,I 61sTCMA,O L Xpu- I ; FNEVL sr.uxn 1 ez MUNA sr. ALN D. SOLEN.NA 870 B01K 153181POGE 511 1f4191PA0E 3 _ 19.WP 26,LO 632 0 OARWJSLU 26 L1i 634 0O2 r55p INSIIIIIIE C ( _ 1.FEDERAL 120 M,NA 5T. MX 0 SI.U21 2 SAON NO,11631 $DIA MA 11 BAG BDJK 3538 PAGE J9 !/ BO]K 34863 PAGE 219 f 2D OF 26 ALM 835 0 �) S.YW 26 SOT filf BOJ 111Y OF OAIrN 100 FEDERAL OT U 9J WASNNGTON STREET EDEPAL SI. Nn J SPLEN 1, .70 SEEN W 5 AG BCCI(31510 PAGE 88' BANK 35015 PAGE 508 21 MR DOE 06 0 10.MAP 26 LOT 625 1 Mir F FKMRKE-OnpJ t Es E. . c RIA FRANKE-DETER uNcxcslxur psr. JD BECKMM NTNEE7 wBLExMo. 01ws SALEM,MA 11.70 BANK 871N PAGE 505 V BOOK 25507 PAGE 424 1 � v� d PROJECT NUMBER: 4511 r LOCUS MAP 1 LOCUS MAP 2 CIVIL ENGINEERING BY: BUILDING DESIGN CRITERIA: The H L Turner Group Inc. C.—PI a e:mP�N.1vm �P / /�, y�L• 111 ' _ GROUP 06'c srm PLANNING BOARD— FHOD REVIEW n/ � o osi� 05.1 8.1 7 etts 6xcuFNlsls � yx / /� /®�� / � 1 �• ��......a w.a, \ � gMy.r6 5.� "�1�De"� 11� CONSTRUCTED BY: � ARCHITECT OF RECORD: 11� oil� DESIGN-SCIENCE �� SII(! 200 BAKER AVENUE SUITE �+" 4 mn. yv 26�oeiv 16281 �I �� 102 E LaM. 1 1ezB1 I l�i II' CONCORD, MA 01742Ies26c11s83T z6 � RI �_h ► ! �. y'. % GREEN LEAF cwLE: r1Ts CONSTRUCTION COMPANY F.W. WEBBB LEGEND SURVEY NOTES TEMPORARY EROSION & SEDIMENT ONTRO NOTE MI5 PLAN WAS PREPARED FOR WE X.L.TURNER OeWP INC.FROM AN ACTUAL ON ME 1,µEAS REMAINING ONSUNALLIEL FOR A PERI.OF MORE THAN 10 DAYS 94LL BE TURNER E� • ♦ �1 ENGINEERING GENERAL LAWND HELD SURVEYCONDUCTED16.N1 BY M JuM MAIN STA COALY p 2015 AND BEMEEx TEuvpRARRr sE..AND Hpv/smAw uuLa.. �T ��j11 , LAWARY+z S VEY CON+6,2Dn BY M +Js Mux any AND LILLY RD,SUITES ANp FI 125, U 111J 1Ky PROPOSED EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION FASHUA,BH masa. 2.PERMANENT BmIXG SMALL OCCUR BflME➢N AR-1 AND JUNE I AND/OR BETWEEN 2 ME HORIZONTAL DAWN SHOYM EBd RETEPEXLES ME MASSACHUSETTS STATE PLANE AUGUST 15 AND OCTOBER I5. ALL SEEDING S AUT BE STRAW NULCXED, Gµ0) J.MMRUED MCA$NOT X FAKNFNT OP LANDSCAPED AREAS TO FECEIE 6 INCHES BE OTU O -.i CONCRETE J,ME KRTCA OANM SHOWN HERE.REFERENCES 1AMM. LOAMµD SEED,UNLESS DMERMSE NOTED. -- CONTOUR INTERVALS -.. GROUP 2123 A.ME uIMERGEOUND unux NFORMAnW...HEREON LARELED MM AN(R)ARE FROM a.ME CONTRA SMME BE RESPONSIBLE FOR IMPLEMENTING E QxW CMMOL MEASURES f _ $POT ELEVATIONS µ f h RfSURD DCPNYEXTS ADDITIONAL NEW INVESnGATIpX MLL BE PEOUMED BY DIMERS N Ix ORDER TO PREVENT OFF SITE TRACK XG OF EARTHSEDIMENT AND D®RIS. R-5' LENGTH OF RADIUS DESCRIPTION �"SS' + TREES DMT NE ME ACTUAL PIPE SIZES)AND ME(5). 5.OUST EHALL BE LOXMgEFD AS NECESSARY MM ME USE OF WATER, X LYLE 18 WETWND FLAG S.ME PROPERTY ONE SM.FMMM IS A RESULT OF A BOUNDARY WMPILAnd USING 6 SOLS TO BE STOCKPILED EW A PERI.M LORE Mµ14 SAYS$HALL Bf TEMPOGE11 < "'c r-.T EDGE OF WOODS PLAN RE£FRFNCES 1 AND 2 NOTED HEREON. ME BEARINGS SHOW HEREON REFERENCE ME SEEDED 4ND NULCMFD. ALL STOLKPII£5 SHALL BE EXLIRCIEG MTM SILTAnd FEXOXG. HORIZONTAL DATUM REFERENCED IN NOTE NUMBER 2 AND NOT ME BEARINGS SHOW ON ME BOUNDARIES c PUN REFEPENCLS 1 AND 2. ME DIFFERENCE BFT N ME MSI BEARING SYSTEMS IS 0 2G' 7.ALL PERMANENT AND TEMPORARY SEE SHALL USE SEEDING MIXTURES AS SPECIFIED ON PROPOSED EXISTING DESCRIPTION AI T SIGNS @ SYMBOLS- SEE SHEET FOR LEGEND A' MESE PLANS The H.L.Turner Group Inc TIB.REPAIR.ULAN,AND REPLACE ANY SEDIMENT MUMBLE DAMAGED DURINGµ0/0R AID 2i LmLe Ra. 6.Owccc nc RECORD293 BRIDGE ST. O PROPERTY LINE ® PARKING SPACE COUNT 295 BRIDGE CME MUCO ATES Si NA 0197D N RAINFALL EVENTS. Con coE1New�X Bmf uh 6e pJJp1 10 M WEBS CO.TU MAP 26,LOi 0631 9.OEWATEPoNG FROM MCPK COMES SHALL BE DISCHARGED TNM APPROVED 4DIMENi DW,*rcwn PROPERTY UNE SETBACK O REMOVE BEDFORD,WE.01]]0 PALE BOOK ONfi PALE Al] RETENTION MEASURES. ME CONTRACTOR SHALL GOT DISCHARGE CAMCM-Y TO RISING SLOW DRAINAGE SYSTEMS WATERLWRQS ON WATERWAYS ML CATCH BASINS STALL ARCHNECTe•EXOARMS•WEONG SCENTB ............... MCINTRE HISTORIC DISTRICT HAVE SEDIMENT M-TER5 INSTALLED IN ME INLETS, 297 BRIDGE Si MA 019]0 10 ME CWMES AS SHO BE RESWE PLANS FOR MA u7 WE ALL ION.1 AMC MOMENT BITUMINOUS CURBING A ABANDON IN PLACE 0 CE 5Md MAP 2 ACCORDANCE MEN MPUCABE STANDARDS ME MEASURES SHOW ARE MITHI NIMUM IN 8J EM,MA STREET NAP 26 LOT 0835 CONTROL DEVICES AS SHOW IN ME PLANS MRWOIWT ME.RATION OF WC SALEM NA 01970 B.JI510 pgGE 80 ;I I -.. 111F CUPREMOVE ® IIS) ftEMOAND RESET POP EDGE OF PAVEMENT SURVEY PLAN REFERENCE NOTES SITE NO REMOVE AND SALVAGE i0 OWNER L PLAN SAMOPLAN Gp'PLAN CF,im 29]-345 BRIDGE STREET SALEM PROPERTY M CITY OR 1.I ALL E%ISTH.NOndC RSRWN01NG GREEN LEAF STONE WALL sAIEM',PLAN pp1E9 MAY 1B,2015 PLAN NOT BCLPCED. 1.D SHALL BE ME CONTRACTORS'S PFSPW SI IT TO FAMIUAPIZE HIMSELF MM ME STE liµ0 MEREd. -F �-- FENCE PgOTELi AND MAINTAIN - 2 PLµENTITLED 313 BRI MASSACHUSETTS PUN OF Uu0 PREPARED FOR PETER ^LENTApAKIS 311-113 BRIDGE S1RF£P.PLAN DATED SEPIENBFR J.2018.PLAN ON RECORD 2.CK I OF Y2RN M E Tg TRA SI ONPRD%IIN INC ME CONTRACTOR P SHALL COORDINATE ALL O T ME MCI COUNTY REGISTRY OF SEEM AS PLAN BWK E,G PU,G 9, WYXM TO PROM. .NT TRANSITIONS.MIs INCLUDES GµING. AVFNEHi.CURBING. O p 40EWALKS ANp ALIdNENTS. REMOVE PAVEMENT IT TE CONTRACTOR SMALL BID AND PERFORM EG WORK IN AND STANDAR S ALL LOCAL ' B-1 GENERAL CONSTRUCTION SEQUENCE STATE AND FAR MAL c.fs SPECIFICATIONS,REWunds,wD survDAROs. SUBSURFACE BORING A.ALL EXCAVATONS SHALL BE THOROUGHLY SECURED ON A.11 BASIS BY ME 1.MSTALL SILT E NONE AND PERIMETER CONTROLS,INLET MOMENT C STABNZ.PROD TO .d ACTOR AT ME COMPLETION OF CONSTRUCnOH YANTATCxS IN ME IMNEOIATE AREA UTILITIES TP-i BEGINNING CONSTR.TDX�AND MAINTAIN UNTIL FINBOLAL PAKNEINT SUS A�Na ND PERMANENT F.W. RI B COMPANY LEST PIT SITE STANCON TI IS-ESTABLISHED, 5.ME ENGINEER SMALL BE CONTACTED FOE C MCAT.OF SITE WRIN AND/d SPACING. PROPOSED EXISTING DESCRIPTION IF NECESSARY, .-aM:MFxLMNMaAaIME.YII So z.uNEAre CONSTRUCTON LIMOS, ERYem,Mlevember ,..e,q.-expe-P 6,WIT2N DIMENSIONS HAVE PRECEDENCE OVER SCALED I MENSICNS ME Cd ACTOR w�pemavryrmnLemevNpdnLayemy.mp UTIITY POLE ------- $AWCUi LINE SX.VL USE,LUTON MIEN SCaUNG DRAMXLS. IN GSE OF CP`NFUCi BE1W¢N MI5 MN • WuwpclMmey4.M.m,uL�ronMMl 0 SAW.i AND REMOVE PAVEMENT AND CONCRETE SURFACES AND UNDERTAKE E%CAVATON SET AND ANY OTHER GRAYINGNC 4x0 CATCH BASIN/DROP INLET AS SHOWN ON ORAMNGS STABWZE ST.KPoES AND ENCIRCLE MIM SILT FENDING pi /M SPECIFICATION.ME ENGINEER SHALL BE NOTFlE) R) MILAN SEDIMENT PUTER, COORDINATE STACRIC'NOCAMBE LOCATION MM GREEN LEAF MEDIATELY FOR MAYPECAnd5. SEWER MANHOLE CWSIgVCTOrv. T TYPICAL YCTON NUMBER 7,SITE n SMALL BE CONSTRUCTED FEW A COMPLETE NET OF PLi AS NOT ALL ,v. GRAIN MANHOLE SURFACE TREATMENT <.CONSTRUCT WILONG FWNOATON.PREPARE GRAVEL FOP THE BASE..INSTALL FEATURESµE DETAILED ON EVERY PLAN, ME ENGINEER Is M BE HOTBED O ANY F L$ UNDERGROUND UTILITIES,AND CONSTRUCT SIZE MPROKMdTS AT BOM PARCELS. CONFLICT MMIN THIS SET OF PLANS. SHEET LOCATION OF TYPICAL rF� BOLLARD SECTION C,ROWN MADE DISTURBED PORTIONS OF ME SITE ENSURE SITE WILLDRAIN i0 B,EMSTNG VEMTATd 15 TO REMAW L.lI5 RB.MIENEVER POSSIBLE. BELLgE£CTd LEETS AS INDICATED W THE PLANS, 9,THE AREA OF LAND E%P.ED AND ME TIME O EXPOSURE SHALL BE MINIMIZED. ALL ig CRO55-SECTION NUMBER fi.PERFORM NNM/F1XE TRADINGµD PLACE FINAL PAVEMENT AND CONCRETE SURFACES. OS++NPBm AREAS SHALL BE STABILIZED.MIN 72 HORS AFTER FINAL GRADING. XOEVEP, SECTION WORK IN ADDITIONAL SUB-PHASES MAY BE PERFORMED IF NEEDED FOR RUAT.UMI1T 0 ------- %----- DRAIN LINE C]. SHEET MERE CROSS-SECTON CRO55- ],L0µAND GRED ALL DISTURBED AREAS WTSIB OF HANDSCAM SURFACES FAMEN.AGATO NECTONS PR FRMGAN,BOWOW/LLL BUT IN ALL CASES BE STABILQFD REFINED WE IS SHOWN B nNISMµY gEMA1NIXL SITE CONSTRUCT., CASE M 72 HOURS UASTERAFTER UMHUZELA BE L£fiV5TA81LDEC HOLE ITHER PPMM ENTCOULAICAl MASS, GON TELEPHONE UNE g TEMPORARY EROSLN Cd U MEASURES FOR MORE MAN 20 HOURS M AS NEEDED M RENDK SILT HOME.CHECK DANS CdNSTRUCTON EKIT AND OMER TEMPORARY C.TPOL ENSURE WMCIENi STABNZATW DUE TO MEANER OR DIMER.NpITONS. 9MLLTAXEOUS DETAIL NUMBER MEASURES ONCE FULL STABNZATON IS ACHIEVED, WORN IN WLTP{£PHASES NAY BE PEANIT}Ep As HELPED.SUBJECT}0 I ABOVE _ 1 CRITERIA `CAR ,ME CONTRACTOR SHALL NOT gSNPB AREAS MAY CANNOT OVERHEAD ELECTRIC UNE E,7 C2 SHEET SERIES WERE DETAIL DETAIL 16 CLEµALL DRAINAGE STRUCTURES,GUAM.µD PIPES CF SILT AND DEBRIS. REASONABLY BE FRCPEALY STABIUZED AND MAINTAINED MMIN 12 HOURS 15 OW E ------t.'(:[."------- UNDERGROUND ELECTRIC LINE SHEET WERE DETAIL 11.MR i ME ENGINEER'S MEN ED COMSMVCTM S.UdCE ME CONTRACTOR IS 10.EMCE55 SOIL All BMDt MAX TCPSgL SHALL BECOME ME PROPERTY OF ME 5 SHORN PESPd9BLF FOR pEKLGRIXG A DETMLEII GRWENCE PLAN PRIOR TO MODIFICATION, REFER CONTRACTOR AND S4ALL BE PENOYID FNOu ME SITE l - WATER LINE _ AM TO ENEEN TEC1,TEMPORARY EROSION AND SEONEXT CONTROL NOTES 11.TCPSBIL STRIPPED FROM ME STE SHALL BE sT.KPNED IN A LOCATION APPROVED BY ME DAMON, ALL TOPSOIL Si REMAIN ME PROPERTY CF ME Onexi PRE NYOftANi x' ep LIGHT POLE G N Rq NO 1Pp.GRANITE CURBING REMOVED NW ME PUBLIC RIGHT-SE-WAY SMALL PEWAIx ME �FmGREEN LEAF CONSTRUCTION GFERIY GR MG CITY DF Such, F.W.WEBB CO.ADDRION +FOR.ME CONMACTAT IS 8517 THEE FOR S. LEANS AND NEMODS TUNER GROUP MYE 283 BRIDGE ST. ]> xgw u0uu1EO uGXnxc NOT c MMQ TO AT INL STIES MESE PLANS.MING I.BY AOrlI F.L.TURNER group Nc,DD UTILITY NOTESSALEM,MASBACHUSETfS NOT RACTOR Apt INCLUDE SYSTEMS PERTAINING RPR SAFETY N IN CWSMUCTd GONMEC NOSH HIS/HER ME YEES.ARCHITECT ECT M OR INEESEXigT D IN ME PERFORMANCE 1,ME CONTRACTOR IS AONSED THAT UNC MWXD MULSES AAE PRESENT. ME MAP 26,LOT 4634 µ GO WALK ME SGL OF ME MCXIIECi dt ENGINEER HERE.pB5 NOT E%IENO TO UNDERGROUND UTILITIES ARE GHANA INµPROYINAIE LOCATIONS BASED d PECGRp UTILITY MR 26,LOT DOM OUCH E C.KC SYSIENS MIT MAY XOW AL HEREAFTER 6E INUMIGRA1.INA MESE MUGS LOCATIONS ARE NOT WAgµTEED TO BE ACCURATE d COMPLETE IT IS ME PLANS ME AS THAT MAY HE REQ CAR SHALL PREPARE M PRONG MEµPgWRIATE RES .BIUn OF ME CONTRACTOR TO AM AND PRESERVE ALL VTutt PERNCE5. OWNERIAPPLCAM SgfEIY POPE THAT MAY BE REQUIRED BY ME U.S.0.C'UFATdAL SAF ET AND HEALTH ADMINISTRATOR(OSHA)Andi LCCA-REGULATI 2,ME Cp ACTOR SHALL BE RE4WSBLE FOR VERIFYING AMC CT lMININC ME Go din ShaNAeeaMn *WATON SIZE AND ELEVATION OF ALL ESISTNG UTILITIES ALLOW ON MESE PLANTS PRIOR UafW WAW G' H Tlls PR"C"IS TO BE CONSTRUCTED IN ACCORDANCE MM ME MASSApU5ET5 0 ME START OF ANY COXSTRULTON.. ME ENGINEER SHALL BE NOTIFIED INAMII NG OF 164 NtlaMEn TvnPMe WAY STANOgRO$PEOFlCARdS fOR XIGNWgYS pX0 BRIDGES.AND ME CITY Ci$gLEN A. VTUTES FOUND IAIEgFERINC WITH TH PGOpSED CONSTRUCTION,AND .NOTA. BMbN.NA Mi]0 CdS11NCTW STANOAROS, NY DIAL ACTON SNaLL BE AGREED TO BY ME ENONEER BFgiE FROEEDING MM ME - J,ALL DISMISSED AREAS NOT OMERMSE SHOMI TO BE TRGIFD SHALL BE LOANED AND MORS. ME CpNMAMSE SHALL BE RESPONSIBLE TO CONTACT bIOGFE'(Mo)344_7233 MM ABBREVIATIONS MEMO A Si DEPT. AT LEAST 72 HAPS(NBT INCLUDING M EMENDS AND MONDAYS)ERIS'TO INTRAnxp PUNNING BOARD REVIEW EROSION CONTROL CONSTRUCTION ACnnMS ON ME SITE, ME CONTRACTOR m ASYMES THAT OGDAFE MAY 4.ALL HEW EARM SCOPES S1.1LL Bf HAY Oe SERGE MULCHED. NOT LOCATE UYUGES OFF ME PUBLIC Pget war WISH MAY BE PRESENT AT ME LANDSCAPING O 5.CONTRACTOR SMALL PROTECT AND MAINTAIN EXrsnNG BENCHMARKS AND BOurvOs qu PROPOSED DESCRIPTION GENERAL LENCHupRI AN .urv05 D¢TURBED BY ME C AMBACAB SMALL BE REESTABUSHED Br A p.ME CONTRACTOR SHALL CONTACT ALL.LILT,COMPANIES BNNNG WHOSE.EIMER ARAN Abandon B&B Balled @ Burappea AAGUACHUMMES uCEN.D-ANO SURKYM AT NO EMPFNSE OF ME OMER, KRHEAD BE UNDERGROUND,MAIN ME WNSMULTON AREA M'D SHALL LCORONAM SILTATION READING PCR A¢ce¢zible CUED Romp M It-Root MM ME UTNtt COMPANIES. ME M.P.M.pt BIDLAnW C(uTunE515 ME - - AOJ qd'el L@5 Loam Ana Seed 6.ME CONTRACTOR IS RESPONSIBLE FOR ALL PE.I.,FEES TFMAGA Y LILIES AND RERE'd UIY CF ME CdMALigt ry An N C.xONATON MM ALL AGENCIES IN OBTAINING ACCESS W ME 511EµD PERFL TNG ALL APPROX gppAovlmoie NORK gEWIR.Fdl THIS PRWER. 4,PPCPOSSU PIM ELEVATIONS OF SEVIvt AND OtALXAGE STRUCTURES ARE APPROXIMATE WAVE/.>r I ly , STONE CHECK DAM BC Bituminous Curb UTILITY - FINAL ELEVATIONS ARE TO BF GET FLUSH WM FIXIEN GRABS. ADJUST ALL OWN RIM e ET!J2ti' BO$ evi(Bm 0($IPoe ].ME.NMACTOP IS RESPONSIBLE FOR ME COORDINATION AND PROTUSION OF ALL TRAFFIC ELLEVA AI MIMY.MANHOIES.WATER GATES.AND OWER UTUTES TO WISHED GRADE MMIx EOS Elewtion GP Cox,Iran Pope µ0 PNEST6AN CONTROL AND SAFETY FOR ME OVRATd O MI5 PP0.ECi. X<4. MA ExiNalllmExistlnum OMP Corn fed Metol Pipe LCHSMULTON pLTNIY IN sALEN pVBUC MITI SHALL REQUIRE ME UNIQATON OF 5.If APPUGBLE.ME CWIRALAR WALL LOptGIHAIE MM ME RESPECTIVE UTILITY Ba UNIFGPNFD FOUCE CRICERS,RMRpINA1E MM ME S.LLEN PpUCE OEPIRMENi. AGENCY PRIM TO DISCONNECTING ME EXISTNG SERVICE CONNECTIONS AT MpR RESPECTIVE c r AIN Minimum DIP Ductile FO oem'e And Co., 0.VERIFY TBW ELEVATONS PRIOR A COgGMmcTW. MAINS E E%IS PING UTLITES SHALL BE DISCONNECTED IN ACCORDANCE MM ME NIC Nal In CmlractFAUG RESPECTIVE UTLItt CWPANIES'STANDARDS AND SPECIBGTONS. NTS Not To Scale TIME imme And Gnte 9,UNLESS CMERMSE NOTED ME TERM'O=NMgCTdY REFERS 70-SIZE OR PML A. PROREDP Pm o"noseaConcNele Curb HDPE High Damon,Pd atlear0 Pipe CONTRACTOR'. U.ME CONTRACTOR SHALL COORDINATE MM CLUDY CAL SITE O]NTRACTLR TO PROVIDE P51 Pwnaa Per Square Inch HM H)dront NGERORWXD EKCTRICAL POMR TO LIGHT IMES d ADJACENT LOT. RAP go¢lolmed Aephalt PozemOnn INV Inrerl Elevonion >.ME 0.WTRAC10R SHALL BE RESpdS'BIE i0R ESCAVATCH.BALKNLL AND LWPACnON R@R Remote Ma Rezet PE Pm6euNene Pipe PERMITTING NOTE FON ALL ELECTRICAL LONMUNICATON AND NATURAL GA$Ld0U13 OND PALES IN ADDITION RALE Remote And Solwge PPC P.PtYpylene Pipe 1.THIS REQUEST IS SIBJER TO THE FOLLBWNG PERMITS ANL OMEP BUPIE➢UTILITIES REM Remove PVC PolyNnikhlmide Pipe NET Renoin RCP Reinforced CAPONA Plpe PERMIT cliN rY Sit DRAINAGE STRUCTURES'INTERIM DIAMETERS(a'MIN,UNLESS NOTED OMEISMSE) SGL Slope Gronlne CUED c P'A' H LL BE DETERMINED BY ME PPEL452R BASED ON ME PIPE CdiIWRATONS 910WN d SSWL $in le Solid Wnina Line RG$ Rigid Golwniiea Steel A MESE IF CATCH BASINS SHALL HAVE AFOOT DEEP SUNS UNLESS NOTED GTHERM2. TOS Top Of Slope FLOOD OPTIMAL PERMIT SALEM PUNNING BOORSCOADMACTORSMALLEXCAVATE TEST SD TiMping Groin AND EL£"MONS RIM TO COMMENCING UTILIAT TY INSTAALLATIOJBILTY N. MUSLIM CUT WALLPPI BE 1 a. Tow Top Of Wall TSVkB Toppi^9 Sleeve,Valw @ Box NOTICE OF INTENT SALEM CONGRRVATON DONNISSON FlTRD WM H.DEO.REI COVERS WERE NOTED. TYP TromOl up unaemram U.N.O. um-A Noted Bthervi¢e UP Utility Pme NUDES WEMULnW U.S MVB.M.TAL MOTECnW AGENCY VGC n icm Granite Curb VCP NtHad Clay Pipe GENERAL PENNrt XP Ezploeim Prop( ME CONTRACT ALL APEW.GIE WIRE L DRINK COPIES BE PEPNIIS A.COMPLY WM s Dg� ", TS, AN vaEVVINTNE O iLAN AND niE ACOMuonc AFsu]iuT io oeTuucOVERAGE GENERAL NOTES& UNDER ME US EPA GENERAL PRYN FOR CONSTRUCTION NOTWIES LEGEND e - GOxMACTR MUST SMI PRBBF ME rvO Is ACnK PRIM TO cOMNNLwGANY CAROL DISTURBING ACnVnES DxSITEME LOMMACTOR IS RESPONSBLE FR OBTAINING ANY A.ITdMPERETS AS REOUWED FROM ME CITY O SALEM TO CONSTRUCT MI5 HOkCT. C0. 1 s 5 E A B C D E F SMif,NOTES, ISM El WAS PREPARED FROM AN ACTUAL ON ME GROUND FIELD BURrEY CONDUCTED BY WEP BETWEEN JUNE W AND JULY 9. 201E AND BETYIEEN JANDARY 13 AND.IWWT'I6.2011. 3. 'IN HAD,iUN HEREON REFERENCES ME NISEACHDSETI$ TURNER 2,HO PUN W➢B] EFF ).VERUGAL NOUN HEREON REFERENCES NawBe. L a.ME URGE GROUND UII{Iry INFDR1UMIu sXowN HfxfOx UBE1m / - WRX AN (R)ARE FROx RECORD DOCUMENTS ADDRIONu FELT) M/ESRGTON WI UE BE REOUIREO Br OTHERS ro DETERMINE THE ALUML TMPE BI2 E(B)AND T9E(S). D" ' GROUP L 1pE PROPERTY UNE SHOWN HEREON 6 A RESULT OF A BOUNDARY / LL[ p y R' UPON WANG PUN REFERENCES 1 AND 2 NOTED HEREON.THE BEARINGS SHOWN HMECH REFERENCE THE NOR20MAL DAMN O R6EREXCED N SURYEI'NOTE NUMBER 2 AND NOT THE BEARINGS SHOWN ON THE PUN REFERENCES 1 AND 2.TIE DIFFERENCE BETWEEN THE 1W0 BEWING SYSTEMS IS O 26'W'. f 8 WFMNO ARG END TR WESION k SAMPSON C PUN L-1 'FORMER (5 F " // TI The H.L.Turner GrouO lnc GNNE NAL8,1 STEEL A TRADING N COMTM ANNFEE ETTANDI MA PINKING UYINIY, 1 B 31LttAa RE ATED 8,15 12.THIS PIAN xOT6 THEN JULi` .2012 G wI5 _ - caxOuafO BY w6IOx 4 S.WFSOx ox Jun z lou. / ,_ L con[om Neal HAMpAl 03301 1§AB�TES T, I1` 'nn f IN 1 ENIIII£O VLW OF UND 2B] ]05 BRIDLE STREET SANTA 1'-_I R F�1 / P \ MOEttS•EXOHEERS.eV¢OH]eC M s PROPERTY OF CITY OF SALUM PUN N. 1 VAY 1B TOE,PLAN NOT - l �� REMMISM. W 2,PUN ENTITLED YLLEN MASSACHUSETTS PIAN OF LAND PREPARED BEPIfMMR��GL£NTMANPUN ONORECORD i ME ESSEX CWXM113 BRINE STAREET'FEAR O REDISIRY OF DEEDS IS PVN BOM MB PIAN 89 '/ >✓ / 1 L e DFUNI AME / 1 THE LOG1¶LN OF THE VIIlDIE6/5 SHOWN HEREON WNE BEEN - _ '� / r ��- ��`�A� COMPIU:D FROM VISIBLE SIRIICT)RFS AND INFORMATION DOWNED E - I FROM VAPOUS SOURCEB. E MWAL LOGIYJN OF ALL MITER AND yyy .J UNDERFED AM STRUCTURES SNAL BE OOH50ERED APPROANNE AND 1 T. x Fil BE AM BY THE OWNER PRIOR TO ANY CONSRiUCPDX,THE SURVEYOR MANES NO GUCH UEFS ES IN THE UNDERGROUND ETHER MIEIIES L _ / i I SHOYM SON WE A11 SUCH MANES EARU.ETHER IN wE�RACEE OR REANDONEO E S ON N ER DOES N0i L 0 THATETHE UNDERGROUND DFUNNES SHOWN ARE IN THE ' _� �i 'M i I\ 4; L EXACT LOCATION INDICATED J u F.W.WEBAR COMPANY <'+ I 1 _ 6 Fill 1� (Y) 1`EEEU11 _c- CE \ mt�l hi II J 1 .,,E_E m / xl , It TI ,.. T C' .1 / ' '\ GREEN LEAF CONSTRUCTION • LL aEB -T Cl� n x F.W.WEBB CO.ADDMON ....,�'n.,, P' " , . ./ 290 BRIDGE ST. y, SALEM,MASSACNVSETTS NM 26.LOTOW c 1 _ -- I xM 36,LOTOW g _ I LSV I EI OWNENAPPIGM I , w. 5 r, BaLbN MA01110 _ E L' 1 I f 0 l IT /` I I� WONE PUNNING BOARD REVIEW lilp Ji—. e I ____ li: _ s.. 0 i NI F; I �. ...... U[K - IFHEAP 11 i . SAN% 1 Fill .ri / � III II 'I .W - _I - RBEANk IF - K P �.� FLOOD4FE—, Isp 11 r, .).,,I,o III:.. ..;,�, ,.� #� i sT C3 1 X09 b I _ - _ - ., _ rid I I j I I I IF— TV TO T _ �_-- 1 . I - _.. s:c tz la B TI E, ilk -' — r ` 'FL.t -- - r L _ ,�Nv. ._ 912 f _ AJT _ ' i-T EXISTING CONDITIONS —�. � 91. h 3e e > yWa :. H,BI�. w .— �„ , - ' PLAN --bt ' r ` —� �: E B , .w jam , � ,FE,� Ell FJ ._�F. E,�B. r., .h T Y . c es �� 22-. �M<6 e >.: - ,9 y4\ GRAPHIC SCALE 9 LFyK nF . ] UT I 1 11 C 1 .0 2 I ' � �� X. OR Ful F n=)Dc I zmen- BB )w A B C D n E F SITE PREPARATION NOTS9 RE AGIING AG]OR BE RE ESTAIPROTECT AND MV MUX Ill PxOP LAN BOUNDS,AM" NO EM NSE M BY NNE,GBY OFOSAL �� OR BYA{L F flE TSFµEEHEU BY A MA LICENSED VHO SURhYOR AT NO FRPFHBE i0 TIE OYMEP.LRY OF SALES OR TIE DED Of NDI.DNT LTER 3 CONTRACTOR SHALL GENERATE LOCATION OF 57AGNG/ROCNPILE AREA WITH INE OWNER SOL STI CKPILES SAL BE SVRPOVNOED BY SEOIMENi nL]FRE. 3.WNXUCTOP R RESPONSIBLE FOR ENSURING SEDMENR ME NOT MANED ON WASNED OFF SRM M THE PUBLIC appp aGALL REMs SHOWN TO BE REMOVED/DEMOIISHEDKSNLLED OBE LEGALLY DISPOSED OF OFFSIIEI STALL BE TRATESET UP NE IEMAN NX OxcE PER WY. GROUP 5.ALL COSTUMED AREAS NOT IN PAN NEM SHALL RELEM A MINIMA OG 6'LCµAND SEES / fi. CONTRACTS 1E RESPONSIBLE FOR ENSUING THE SAFEM AND SECT TIE WY CAALL E%GVARONE EHLLL µD MRTLSECURITY OF ME PRDIETTµ O BE METAL OE CVEEREO BEFORE C CATCH E ARMLETS C � A ENED SEGMENT nLTE1S Ai Ill GFLx B151X INLETS WITHIN ME PROVERµG UNTIL FINAL siµILWIICN IS " AcxErvED. / �;ttTp __ The H.L Turn UIIENEs er GrauD Inc 0,CONTIVLiOR SHALL PNwER AND MN MNN ALL IANOEfMNC, mI1111E5.FENCES SIrNRVRES CURBIAGµ0 OMEP -- e FEATURES uxLTzs NOTED OmPRAISE. (V x.0) 11 , I[ 0]Lae%u Re Ji 6 ConcoN N.x x.mTNnbe wlw R.COMRACNR IS AGNSro ME MUNICIPAL PAPKNG Lm sT1E AT 39]BRIDGE SIflF£i(MNCEM N TIE OVER SLOE OF i 1HE M WEBB BUILDING)6 UNOEAUIN WITH COMAMIWTED SG IS]FAT WYE BEEN CAPPED AMµINPEMIOUs LINER NI I 1F M / . L. 8 L LSw]tB,119 AN' 3'N 5 OF CLEAN GRAEL ELL, F ME IDLE BENEATH ME LINERµE DISTURREO TIE CONTRACTOR IS RESP^R9BIE BXurmT<om FOP IEGLLY DISPOSING OF TIES ACCORDANCE WITH FEDERAL REGVUTOXs. I 1 1 .. -- SEE NllTE D CMRECTB•ExoxFFpe•BMNxD 6CFM BERS ID PERM OCRµOE NR&SA aEMOVED AND SALVAGED EROS TIE BRIGAGE STREET CONSTRUCT DG NAY EWE AY ENT TIE �' f� L PRJPEAtt OF THE E A SALEM.LDNTRALttIR WT USE BLLV/LEO M4IEPVL M CONSIRUC!NEW DRIVEWAY GTVHL6 { '' 1 +R" R �Y k 11 slwwIN M IN BE vuNs. i j Flll 11.IXmirspnox mExcx swu BE REmNsmlxRo flErm TO sxEEr u.D rofl DRaLs. � 111 112 CCMPAROR sWu COORDINATE RIM Ill p IM COMPANIES WITH TUBES MUMED ro TIE POLE ro ARRANGE @P E r- ER RELOCATION ro NEW vG1E.coxmMlG s REsvpxsBLL FDR cooRO WnNC INsuunox OF NEW unurc POLE ., ,,. I�� 11 OOMPAROB Is REseOxslelE FOR WIMAx rvc avERxpp MAIM sEMIOE ro Lm zB B31 (93 FEDERLL RRTEf). I `� r / [ ' R Bii. \\ PONCE ,. 11.CONTRACTOR SIL41 REMOVE E%SING BINMINOVE CURB IN TTS EN11REtt DURING PASSING LOT PANENFM RENWAL TI '�/ / /v GREENLEAF 15.REFER TO TSE RNPOTURY ERWIINµD sEGNEM CpNTRCL NOTES MCI)FBI ADOITIWUL SITE PREPARAnOH nFORWTER .rR 0 BD lF IFCNCEa caE Rj c E It,a l z SEE NOTE 13 \ a —I � P SFA �INLL SILT FENCE F.W. WEBB COMPANY vI U ^ w i (F 1 u N / B¢. �I FNI /ASEE l k , R :1005 IP.K /'(Et) NNOTEDNOTED1R M '•`I 5P 2.,SMTE-CURB UI/ `/ �� R SEE SFE HOPE tD. 1 uDro nr. R I BE 13 - ILL .T 1 R. RIP-14P--"F- IP-14P Ju A. 5'!b If \ '� — 1 D �. As PB CON LN¢SECTEROmR CTERT 1 1 r•E, _ , S1AB1 N qR / I I .1 / R Lm11.kA� R FE t1 .. 11 / ( x"'NOTF'. SEE WE ,,. h _ \ / wF GREEN LEAF CON91RUMON r RE T , r 4v'. R RP ,. _ ,. PENCE x F.W.WEBB CO.ADDITION 293 BRIDGE ST. . L �J PP t L SALEM NASSALHUS . bl \ NOTE 'u,. R EFTS E' l s.l /, .. R NUMELWiaW Pr Es i - ; - RP 1 a _ 1 <. Lw m,LBT66M 1 W/� � r�IFLA'IXD/s1CCNPII[ 1 L... x I ..I 11 Pl-r EMAPSxM uxh@i I I L.1. T. GLE l// N� 1 1 �S a :1. ConYW�°ibI r I1 ) .. R twxmro TWppNM EN _ I,� L't' :1 C f e.erom.MApmD �N u FTI 11 BEAU / Mr PENCE ♦ i _ r { .S9O (m)RAL 1 NET' Ua 1 PUNNING BOARD REVIEW "t l f - v. I / i , /� i h `I 1 SI E exEai A - 1� tt a� .:�. f �• .� f ._. g[nR�stmnsi_ R \ R m EA ., J 1 Dnx x ��. PENCE r 1 4_. LUARS n L LCGC 1 LZO h FFNCE �./ \ R R Rz IT I -• _ IN 1 �J/'' I I L .La� 2 PM�En _.1 �. .. f L 4 �^ P 4 x \4. MALL v a - n i E H G UNOSURNC WO - E.F x..A,50, a HC yy �. n:T`i / �.. "" 'INF .. 4 NO. cF P r_o .c .._.meg � .3ei t PC 11 1, _ r Y � L E�E , - ✓ SITE PREPARATION PLA � / SI ARA N 71 P F-11 MEs Ln'2L 11t IF It FIL ¢ F u z ✓ - L 4 e,— N tP P a 1 C 4 r ' XII 6 SRR GRAPHIC SCALEEll L14 c� . 6� " LIP,' (US rear) • ?.,ice_%i I_ „ ,_..T. ,, .h I i / � ItueB-Bo n A B c ID E F 1.SITE SVRIEY ER ELOSQ RI TIE TIO G PUN CROUP INC.IN WSP Nln.StonaoN ape[e:9x18 ON R SHEET iA1E0 E%6TNL LONDA1015 PUN,28]-305' AB[nelde sate:8119 J08-JIJ BPIWE STREET,5.1LEN.AV.SS4LNUSEr15',WIED JULY SJ, Uen RIB. warmed¢. a balm\nd Nee: ;aa[e per[amaM eehlde:. TURNER wnek¢ol.memm^al.e emxen: 1 .pace p.r z em Pleyeee 2,XORIZOMK MTUM HEREON PLFFRENCES THE W4ACXUSETR � - SLATE PUN NM8]. 1 ecce er 000 el pros Ilror ores,e¢luelnq etow9e ores 1390D al-an. a(aminal 3.VER11CI1 pANX XEREON REFERENCES IUVDBB. - IJ]W v1 rry vane(.Meade) 10 moon / 6DOD 1 B a GROUP REFUND MEA FROM WESSTON @ SWPSDN PIAN C-1 'FORMER 3 - UWVERSAL STEEL BE TRI➢INC CONPIN!CMCEPIWL PMSt.IAYDM', Tp\pl RpuMa BG ryas , RATED ED THISEM &NOTECAMP ME N JULY .2012.G W0.5 - lEp BeOf NESION @ SWPSON ON JULY 3 3013 S PrSp M.36(32 on the 297 Bldg, antl 4 an\M293 Bnel St. parteN a - 3 mIn�ma am.ap a c.nlde lar a _MNA`ppm @ aaxapv toga). PIIHIIRC h zoxnG - 393 3 loaein9 em¢pre prwCetl -e—to the alin9 nu bn9 l Na IM1e 39]Briape SL portal. 61 B.1 1 S4ee1 �5 ' gamed 84(Brmam WMlmle @ AdFOmdd-)@ Flom XOOM The H.L.Turner Group Inc R3:Poml Z6 OfiN D SDEWAL(TPLbMJ, , R]:Portal 38-0675-p / E Olmmyanol Idom.dllpn ASSDOT DML.NO.EIO].1 REQUIRED pV1pEp (rWJ SEL OETNL 11/c8,1 — _ E 37 b[kTRd (W\z93) (Le1 39]) T- ] ConpdN NOW N oho 03301 IEOJYlBsdm Nin.Int Area: 60DD of 39054.5 d 69,]03 e! 3 -$ / - hdurne 'n Froppol 80 X lCad II 411.31 II y m; CMRe N Cli E Re 8M..... 1, Let Wath: 80 II 150.6 1 IBI]1 II - -" OF- a5o a/o a /a t- Theai Xe9M 45' BS(EeiOMrq) ZS M. tz MartAl.ADO O A >t ) 2 0.B C6 EL Emnnee F0a1: Up MaN IS 67 oM 30 SEEDrannyDE %R) C6 1 nil 10 B TALL OIAM\ (M)�' 1. LINK PEN4. Mmr' J N TO PENCE6I.A. z9 .,A- R5 11 d]A I Mva..W BELLIED �/ ./a PW Val cd. i • ,a ^ � 2 . �� INi/c el T; ',w/rnsT TED. L� As IxpICATED. /p GREEN LEAF Iso Nm Me,MFilament. o COFX s / B eldd 397 Bm9e Cry d Sdem W Fh Y C6 2 it TM.ne d xml¢m er mOa¢a .db,am mMn[pd .aOr.area.. , IF I F —��. cl lM ape y bcdm m ea o IW the ikm wne(Irene All m eepclee on flxe Inwrom Rate Mop Panel 25C09DJ4196. R In a 1 / / I1 O 0 lM 100 Yeor Ilam eeM do on Ih¢¢b ¢ 10. - m TIF k SiDERALLIf DONIY A r' r/ D BOpV,c..i Nc Sn¢m r mbcMpbe I.me dread eM.n Te..ax.,It M neploolle i.,I.An,d emcm,ora aunts as n o NASSOO DML N0. al , E107.2 (S LAR) si Y e F.W. �B � �Y SEE DETAIL9/CBI W /.: Cb 3 1r/ [mlgNnx NEW PB d1ALL MEET , / ®[m4—mnm ROOM WRBWIW A // '/ •q,ay 4 wpm elm It OF f1L91 NXM(TW) 2 r j r i].SP - x I+mmvey Irr.uam>wra¢rae.ra m 1.I4A,WMTTERN 6 / DyB.CpIL.R C6 3 c� ./ �rt3pp / 3 " '°m°°hnrWvm dwmtlmne0wmur�.aryane SNCOM RU91.IMNT ITrP) L6 '¢ / APROF 'i / 9 L S QUALM LPOOW, J� agge" BWEDD NASS1gT 0WG N0. /' Ela]iB(re).SEE '\ p (Trv) PETAL n/LE1 y DM r / Cfi END vcc I' eEsw B� 11�-- c6 \ vwP l , el e f r +a. F o AINFICKRARY v O' a ' '� o 11 � sxpw sToxAfiE 3 Lox L. (TIT) R' ] CONCRETE _ -Mm' S' // / wN NETE PAVERS \ de Al ' 6 ♦ APROx BEdX BOEND / c CREIP 6^O SF£SXFFT C4D mxe[ilmf AOGGda:AF • D(rn) y. ^ vur. GREEN LECONSTRUMN go FW WADDITION 93 BRIDGE ST SALEM,MASSACHUSETTS 1 O6 _� 1 i+/- 1� _ E NAP R.IOTOBb WD vcc/ , /r/ �✓ \ 'r Nl=": 1! MR 3B,LOT 011 m a./ BEdx Bc ' A ]BOLURDS E J� L AL 13]O IE B�TALL �� 1' DETAIL tl/LBO P E UMNEW<o1LalT LHAIx uxR FExLE I: 6 \ F iFEFTr ARDS A N'ea0Simi 1xodn 1 ~ IF, I �1 - - 1 11 C6 t®NtlObx.Tumel / ' I -- "m M1 E I _L r • 1rY LF BMbN N.1 D11b n fl :htlr 1 _ w . 1 4U M. A:.EF 4� / PLANNING BOARD REVIEW � � r RAMP / - 1� z a.FIRN ..I / 1 �ifEP RCLIFR G IE Ct6 1 1// / RE b 4� I V II ]-'.11"'w. 3 1Wd,dd- an / - C6 'PNnO 4 BpLUNDS,SEE I� _ / Da DErAII n/DiaFRONFACE : f TE O.... • �g /'l J...r�� p0 ryN-(C .,.I� D SrORA6E REAR BlK FI :...+s. Co- -L / A 100 TP AWAN IS (C)IT WAIN uNK 3 iA ,y L 'A I \ Be. ill S I ) , to.... V Y tlr . SA1NG G lE NEW FENCE NI BE \\ FLOCO LM TS 1 rtVBBq Q .L..} e a L` rv6+ \ ELn160 Al ..i II r.IM1 v a j« IIENPWAPY�MPS ADI f/ .��` $l1V! -0 Amo! IF 12r 1 31 ; SSNT W hA P N'IECReRF ATEO W 1I / ' SNOW SidtFGE g F q 'W Up I I Ea '9 r,x 1 ": n n '1 - GPn: f�t,. pa. Il rCPO IBC 1I 1� 0 �':r= 35.M IP S., F ` :m "I' -.- ' n'�'W I x a ..1z U1,1.i" v.E'fnl"' r I� I 3 '�' +F 'ry` � � F II i fL I S a TIF,6 I '3i y C6` - �1 -;,DO 1 n a,Y Se r. a_.,,. B i 6 11 'UF F TM1E. IF, ',,` [. ",� >� : SITE PLAN ' : 1 r;9f a r. v ..* Ata. IF - Iirie SI r � I ♦ ✓ 1 J f — A .1 'ga 0 .um u0 I- ,_ is NLLW r 0 I'E N 1 ET A4'H_h ,ten -3 M. A Y9Y/ / 9 e.:_ d9_. A ] w 'D c _ - _ N ONE ! m z /f J GRAPHIC SCALA IE' F -8 1 l, m m' r IS,m - -• ` o do S ! F l ! ] I^ . an fix} KEl •-] B,3 C2mO n .)K L A B c ID E F TURNER e 1 GROUP The H.L.Tumer Group Inc 73s F ii LmXa Re. ].JB R CenwN.Haw Xemp111n N3pl 760 7. ).]5 Iltluma 7,68 )�' MrtECR.EXOHEER9 OULOH]HCEM6R 66 f F •'q )6 61B d " aoz/ .6 mq6 �. 1 a. 8.16 GREEN LEAF 12. 62 I 4e.9 - a b \ 1.l / i O SEE EXVACEC DEINL LOR x ,a j xDR,X EMRAxDE, cJ., F.W. e COMIJANY 664 '.,.y'. .11 ]Pq H/i 615 X[®, _ 666 O[me.mno�.em�E a 6q6 30 51� I � I '. i a.�WgexmeraweTimrmm mr�ti� 6 1 1)130 �� y..P. tivlemegwmb \ ]AO ]50 i J.JO` PULE 6 } ONESMR N fABRIt / a i N /` P N.�1 E` \ SfE ENIMGF➢UEI11L fOR 1 �// � j � `{A �• ^• .!� \ 51H EXWEA ` WESf ENfpµCE I IL/J// 8]5 y 660 0 )]6 SEPIlUlpNlf9RflC i BDU j y � / y 660 N R.I. 6 y\ i e W ]60 lLL / 6 �mrGREEN LEAF CONSTRUCTIDN n F.W.WEBB CO.ADDITION if a Y r A 6'xa'srOxE Pv9Dx. PonE ,-' - �/ s r 293 BRIDGE ST. STONE OAR NDN-RMN e' /; 89i - a i SALEM,MASSACHUSETTS 1 l _ ,.I ��, / sevuun0x Evewc P, il. 'u F' �".•+ " ! s.i0 RV 36 6 0. .LM 66W i' 6.9 ]. ilY �.EWAPPP:W! ]%q fiONE APRON.PIACE +(. `g y do RN W..Co. awYM r I MNE SER NON-'M Jeep i L (. 1 Iwuneew Tumpq. .T EEVH4n0N EABRc 6.Js• } :: GE1me @A Onb 7 _ �• i / 12.90 1 s j'�T' eas - II PLANNING BOA RD REVIEW i r / 00 OUTDWR 2 27 { \ 1. 960 r •n ! 6.11 /9 3 l EMP,00 oodLDCO Lu I/ .. eF. XR 9 • I l 1L rn IL�'10.0 C. 1 s I _ . I 0 • 9.02 B.EO - I � \\ g yR _ 1 I _ I I , qv I I GRADING PLAN - , I I I I e � m o GRAPHIC SCALE ^ a _3 w- 2 mm D I a X a A B C D E F irs� 12.INSPALL 15 LF e'.SCUD WNL PVL ELECiRGL WrES 13 MI TURNER 1 REPLACEEXISTINGCB WIND DEEP S-0.02'/'. 1. ELEEIRIGLµD NNNVNIGTON SERNCES ttl TIE SUMP GiCH PASIN. RESIDENCE AT B2 FEDERAL.Si.CROSSES FW WEBB'S X660 1}.INBI.LLL J85 SF POLYPRJPfIFNE RESIDENCE pYFRHFAD AND IS SVPPoHIER BY A MI.(D)� (5.5) SNgNNA1 DEIENMN CIVNBEAS VnVM1 POLE ON WEBB'S LOT.CUN W LOR SRALL ' IXSINl OIL SEPAMTCR XWp WE (q_iµX!D OR PPPRGYEU FOUAL). COOPDI.WIE NRH ME APPRGPRMiE UFLFI f - OUREI.SEE DETAIL 1/CM2. BOTTOM OF SIXUCIUREE SNAI BE SET COMPANIES M SERA NEW PALE AND REALIGN N1 IEYFL N 5.55.SEE DETAILS 3-9/C6.2. OE THE W9WFAp SLRALES TD RY RE IDIE .M / C H GROUP 2.40 LE 6'a MUD WALL HDPE TE ApD11NN.n B ME DOWROM LIORY RESP IBEE ILIIY / �,+' OUDLEE MO CATCH BASIN STALL 13 LE 6Y SOLID WNL RL TD e MNN CNEPHEAN RONNLE i0 TIE PESIpEHLE S-0.0375/' SDR35 0 ENDED END SELLON AT AT 2 FEOETAL W. 3µ]0 OF 6'a PERFORATED HOPE E-C'. - OMEA FIN 0 INN�O P Tµx-6.15 Ee%� Leti x'.^ 0 500'/' INN OiE5.-fi.IB - e mm TOTS Nj 1.r5 LS 6'e SCUD WALL HEPE TE IS WEALL B5 If 6'P MUD WNL COMWLTOR SW BULALL LUSS W GRAY IRON {H t�P ,I IMO GTCM MON DPE WHH FUgEO ENO SECRONS 9 OFFSET OONXS.pm.AT 3 LO .W TO }� 6 , A\f 'RT1 - s.DD2/' EACH END. cR.TRANSONAV EETWEFN uMW ROOF - The H.L.Tumer GrouO lnc S-001/ LEAMRs ANO NEW RT ROOF DRAW PIPE.SEE DUAL LC61. s>(Lr sv vESFgUrep HpPE. 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EI sz5 n T e '' .t m 111 INSTALL FED END SECTION 0 oI 7, ' - ' D �/ L-D.MYVNO= r �' - /� L, i ' GREEN LEAF R.2D 1 I'P PERFORATED HOPE. - x 1 I 1.5 ' L / �Y9 N NSTNL PRECAST COW,HE/LWNLS O 10.INSTALL ENOL E iW^f 10 CRUSAVx0 SF POROUS ] LLCGGOkk - J/ i II j A=ENTE GYERs SEE D/ Ry AvvRovEo EDLLLL) sFx pEruL B/ss.l. 11INSTALL 391 OF A'PERE NL / A ! m UnnY6E E. sDR35 uxouoxux PPE wnx e ,[ ' �... /�F I Eww�H F.W.WEBB Cp1�ANy N NS5 UN AS MN P / / PNI� '• r U RNCEs PIPE SMALL BE 1 " r NSPLLED WRH ME HOUM FACING UP " .✓ mLLb HJTE1 xL mo.v.mwlLaT f LLT ME 2 0CLOCK M'D 10 OCLOCN NI I. FOSMO AND SLOPED TO DRAW AS Nin a 1 / .� / _ 1 MIEN .x O SH.T)ixE O N) sE MRNEx DF THE s 1 R iPoRr Rw _ rueul / OS AnpmON 1 ) ']1l E ;z 1. p6r.a - ' T Nx S-000s/. .6 U5 ^.VnLIE° _.— ,, - j „� m 4 f .6A✓ i 1 ae��LN.HL _ 1) . . _ IRR. Y. C ARDE O'R PIPE 1 11 .....� i ✓ � e % I/ 111 1�8C� � r 13 € TRANBRERN FROM ; ROLE WALL TO PEFFFORATM PPE — L:, _..... q +• a HCTr + — //t `i A /l .if NF.�.�/` \ �` �-.^`-” S /; NT11n ArFEI // i I / ! m •/12 \\ I L 17 I / x i L :E 1- *� F.W. ON �1 _ 2GREEN LEAR i LO oo oPB '.. y `� rV� 1 SAL M,MAS CONSTRUCTION 1 eurx6L0.DEBI ADDlTI a TOLL ? {%I 1 �.'�" xOWNERVAPPLCANTMAP2RIOGE ST. N f / T / I th s n�w�tn�aP'°`So CbETB I LOTQM l"Pli TYNms m.s . WB TTI. [ } •�`: I� ] �ty u6mle Mmno PIN. IA MANNING BOARD REVIEW i � ISI i 11 � \ tv 9 !C 1 Le — a.,� _ f. a .b_. . tV » / \ $SMAWE L ..�• 1 L (eN T - - vj. oo0 s x i -v' i I LT INN - - ux .Fi - moi_r L l / �� {{ FLOOD LIM MERWAR [u p0E)TS - NOW F . , . " LLAT. SII `. / - �/•/��// x� ✓ .....LGM/ Ith _ F e UTILITY PLAN L I'� D", GRAPHIC SCALE _ 4.0 (w reer) A B I C - D E F • • Lumineiie GcbetlaZe CONFIRM PEDESTAL NIEGNTS 5[a[Aiea 1 StatArea 3 MMER Symbol Oty Label Atiangement Vescti tion PARKING SPACES AS FRONT ENTCdCCF PARKING SPACES ALONG..A.,, GXIING GILVLS, D �iCNUYOVI,[LVNIXagE P",,"S....3 54 SIIICLF GLEON�AF=09=LFD=F1�SL9-IIl�H55=SZ/ 0.TS6A205FN1 (20'AFCI IllnmSnance (Fc) Illcm, a (FI) I MPPd.N LLC wNPoNOERR!RK.,IpOKSER,NH OSLO.. 1 55 SINGGLEO!J=AR09-LED-EI-SH-EZ/ RP56A3CFFl91-EZ 130'ASS) Average- 1.85 A ceagaa=c 2.65 60].639.182). 3 T9 SINGLE ARB-53-LEO-OI-P4-9Z/ 0.i56A155F2 Maximum= 9.9 .-1.- S.l TURNER 9 EeNGLE 19/ NULL MID H5�' AFWG .imam• 0.) = 1.0 111UKN 1nLJIIR 2 WQ SI W-B2 AFE - i- / L C 12' AlGA Avg/Min Ratio 2.19 Avg/Min Ratio•2.63 2 SINGLE .09=LFC=FI=SL4_N55-M9/ P IB' A ax/Mtn Ratio 6.29 Max/MSn Ratl. 5.10 StatArea 2 Stat- 4 PARKING SPACES AT SIDE ENTRANCE FENCED IN AREA ADJACENT TD BLW GROUP IAAKIKnem-ance (Fe) FENCE11I-i.IN A IFcI A,-9, =5.65 A--,.= 3.09 ).0 Maxim.m 9,c 3.6 1.5 C Avg/Ma,Racio 1.5) Avg/Ni 1.59 Mex/Min Ratro 2,1) Mex/MSn Ratio 4.OD 'o o ° The H.L.Tamer Group Inc C.c b 0 b o ib pLocks Wa p cn.wra,New NA.11ICu.a3]af .c b e b e b t'60°uBt1m -U m ISI t x �I1W1IlpI�� b a a .0 b o e o o c o.o ti o z o o b.o C C D.a b o o A� Imo_ ° nnnnn • J b e b b o -b _c,zi c.c C c.0 C c b, b o C o b.c C o 0 6 1111 '1,C C.o a e.MEen' ILII 6u.DNGWtEKaM „y,Ix...,.I�rJ I n.•J C.c c _ �•� �� ° ° E6 o�'�'av-vim o gl �a c C-c 1.6 D, o C c.o •e.... w,mn b.c 0.0 o b.e 1 a1 b 1./y�) 0 1 c I a ' ".771 c 5 c C c.0 o.o GREEN LEAF m � 5.0 5.c o_c 'Co CO Cc b00 L C c.0 o b.o EL' TON' CALIDDN LED ARM MOUNT k Wall NWN!wMINARE \ D c p.0 C. jD i C C b.0 C C / C.9 ( \b b.0 0.0 C.0 D 0 b.c c. 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GROUPBACERED xFADS SIULL Nm BE -_ 'Ip'P1 WOOD RAL /U' ��? .,:% /i - 9/IMAccfP20 ) 06OFWIW.1r Nw 4 DO NO7 DRINE POSES WTX THE TLS�JL 3 I oTp eg6xme SIGNS AM... a 1e^ e I o o q CONCRETE VAN 5 ERECT SIGNS IN CONFORMANCE NRH 1�s� _1 �1 oyo e WALKWAYS Ea Nmnum sRWMLmkz MNW m ACCESSIBLE THE'wNvu ON UNIFORM TRUFIc Lm� EDuuEr SPACE DOW ELC GUNW.-DENGES' FAM6D RESERKD HD,L 1 • coxcRM WAV S M HAVE SPOW MELT Snm1 w cOxCREiE Br The H.L.Tamer Grouo Inc e.N]PAR!DF n1E POS!SNLLL PARKING pWMBING GENII LiOq,SEE CW1gACTOR TD PULE GPAVEL EFRND ABOVE SIGN.WHEN n E SIGN IS o BASE FORMS AND W.WF..PLUMBING LIXITRALiCR To INSTALL IN PLACE. N.°�� EN DW NELr AND SEE CONTRACTOR N PLACE AND FINISH 31 Logo Rd. CONCRETE.COSREARAIE MTX pWMBING CONTRACTOR CenmE.How NU,WHMAW.' OPTIONAL- INSTALL AT-/ ^.IN AAUP➢OR CONCRETE LOGronOHS, `\v% %/\\%\\%\\ \\ \�. VAN AccessBLL rm sErvE slwl BE sm * �� '//i//!�J'\ n¢��.o1m LOUnoNs ONLY. 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WEBB COMPANY [FACE] e NEW �lr UP BUI UP DIE vr maarRm minx mEa.�`,.,..Lem - ..Vie_ a PAVEMENT Ma w,pm AW a EIGH 5' 1'a -t kmncWN - m m T.9vw,.on T,`?— WIm.RMao m[Yv-MAIW—T.- .— �� SIGN MOUNTING DETAIL B SIGN SCHEDULE �� TIMBER GUARD RAIL c6 cz scAlt xOXE c6 cz scuE' NONE c6.D a s. 1/2"-1'-D' TYPICAL SECTIONS OF SURFACE TREATMENTS C6 cz ALL xIWE BASS SXOLL BE PER POLEZ _ ' &RINHNOU LRB x 6. - F ADPH GA=STEEL M PE nd1`mCTE RCENSEDENpI.T ON BASE 3 SEE SURFACE iRGMFNS DET, 15/CG MR m rr"W"r AT TOP OF $' vsuExr u.0ss sErnous IPE PLA COWEESWOIR SHALL RECLINE LICENSED PROFES$IpNAL E OF O ENGINEER TO CEREDFY DESIGN LpyEp 2.RIX EIr fiSrvU°x P@ WMi cONSTRUCIpx M. PLATE 4\\\ CURB S%VL COMP,`W/W➢OT 5p1. `INSTALL(4)BOLLARDS ASSHAWN SEE DEENLa- SLLI.4D EFEEL GALV.PIPE YII/c6 'U'M WM'CdlcaFrE.ROUND @ VERRGL cRONRE CURBAr TOR OF PPE. R LO.UI LOAM k SEEDB'SUB OX Ny— (4) M4 BAR$WITH SURFACE .SE ANO SEED x[TIAUSEE COPL 0/OB' - /b nE5 O 12'O.c. BINDER COURSE m GREEN LEAF CONSTRUCipN D A M 'FAR) OVENXEAD DO. a - F.W WEBB CO.ADDITION x N N pE PAVEMENT CUT LINE _ - DU PETER B a DB GRADE \'/\`�/ 293 BRIDGE Si. sme.0 LAT s i cpxpvrt " - / .vA`� SALEM,MA66ACHUSETf9 Ooxp STAR. 6 z irk M'" / MAP$Lm06y .. n CONORC RAUPMANCE) 8 I`J(��v!(� MAP 26,LOT O63S ROOF LE ECI EuiRAxcE) d I wW PSI c0 c ETE j. ,% n /5 TIES AT Ix'O.L. / 'ASeIMpe SIWd AnttYp[ RCcc LEADED \ OWMEWAPPI. oLOADNG COCK \ \ / WoFWWOWCo. EX1ER°B OgtNER 6 I R4'F SONONBE Fqt WNO pX `• `•. // / � \// PLAN OF SMRAGE AREA OR FACE OF UCom �� LOAD �/ /- OEM.CONCRETE I.DE 8WHA MA01770 FULL ' PAST cOvasE NOTES: N°TEs wAMn BASE "✓'- PLANNING BOARDRENEW 1. CDORDINATE LOCATION W/ 1 SEE SHEET 020 FOR BLV/AD LOGTWS AOpr 405 " GMYEL SUBBASE �Wa N07ES: SWEET C2. 3.EZAci D IN FIL Cf RCW.RDs m BE v+X*` CONPA.SUBORME 1.AUGER HpIE FOR CONCRETE Po$f IN 2 EDGE$ OF PPD$RV1 BE DE1FRMwm IN nEw. 2'-0' UNDISTURBED SOIL FLUSH WITH PAVENEM. SECTION 2.UGIT POLE BASES SHALL BE 50M Pv PRECAST CONCRETE AM° CONCRETE DUMPSTER PAD n STEEL PIPE BOLLARD u cz EUIG 1/4•=r-D' Cfi cz SCALE: MINE � PRECAST LIGHT POLE BASE 15 VERTICAL GRANITE CURBINGPARI ' e CEJ SCALE: uONE (i&) SGdL 1/2`1' `ti EW R w s� LDAaxG DICK cUOxnxuOvs BROOM FINISH Eusr°uERHc IsolAnox JOINT./ 9 DNS T'S /T PRE-mauED PlL EN ROD ANp mcE EYCEPT s'-p' THIS EDGE M DOOR Pa) SFAUNf M.AT L PARD wafncfs ODOR SID P. TO BE I/a'RELOx nulsxm noon fLfVArpX. EABC SURFAA4OFIGCES ES SEALANT Al ALL PAVEMENT NARD 91RFACES. cONXNWUS RADIUS OR NRF AT ALL LMHAR SURF ELLER i00LE0 EDGE ypp /4/,1 ( I i a11NRD SURFACES COONONATE OVERALL pMENSIM Fxo.WALL WA AIG DC VLH W/EWIPMENT MANUFACTURER BINYINWS BfFM GINMHIroUs slDpf Y rLEMER \ -� BINNIMWS SURFACE VARIES zi(i+P) LNHr Bppou DxsH S " `I /4013 ooL w.o tta. °/4'cHAnFER M7�1- ' �i� Y " PAVTME- .'�.X`\,// ALL AROUND ce r J lYP : ~ / ImUXWTpN B'REVFM B.O. O30 �. ucH w r T csuTER I ioaD PSI ' COMP.OMVn RASE �} S � 61vnTm[ W➢m ns { Jv4rL�dY BASE CWflSE lr'NNBEARLS A.I AND CAB PAD 4 4 %- C f {f l i amNINDUS BERM Hs m BE PULED SITE DETAILS GpEISE DDDR PAD END of oow¢s r .r v MUPACEED cMYEL BAs wool 405 MaxOUTHICAUr WITH SPUBNEus PAVEMENT. h PRIOR T°RACING OONLRME �:. NOTE ARS EMETRAPME B WNPACIEp cMKL o /. NOTE:PAD SUINWL OMUMD 1'-0'BEPAND MOR OPENING No MOREHNNEE WCAngV./cmL SEE DRAWINGS. nIRFCRDss UPPAVE5 COURSE LNT6 Nr dSE M°DDr aos EACH SIDE UNLESS onlfRwEE IgIFO. O OYPMIED SUBGRABE Sz n COLIC. SLAB AT LOADING DOCK Nmf. 1R CONCRETE DOOR PAD a EXTERIOR EQUIPMENT PAD D ��■O c6 cza SINE: 1'-t' cMCAETE TO BE 4.Mo PS AIR ce cz SCALL tp -f Cz �� BITUMINOUS CONCRETE CURBING ExmuNED SCALE t/Y=I' CP.D cz $Lp1E 2 1'- 3 A B I DI D E F I S/e-MR RV L 10-Ch MAXIMUM A.M. WA `-1/R TOP NBC TURNER RNA CORN R Opt— TAND TERMINAL'REST ND"R. Z. Whh, 1-N6'RAND,Up STRUCHER WAN— GROUPSPACE ME—• W-IHEV4�tl�f BI WAR WARES AT— PIC; CUMR WE 12'0 C NO. 1.CA",ONALL BE ROVER RE.M. A.1.MAG TY SEATS To BE Up ANCES, IN STABIUME)'�,...m THICK,CAPABLE OF 14- FERRETING A ED Ym WIND SIMS,BEGS Op R The H.L.Turner Group Inc. MESH PROMME.MOST SHALL MATCH THOSE FGME WEERG 12 'FENDED FOR THE CHAIN LINK POROUS ON SITE "CON,{PS.FDO 27LWE IRI rhING111 Concom,No,Hampshme BOOST FORCE HEIGHT SIAL MATCH FRIGHT OF CHAIN LIKE URN REMING, IMMUSUBLIC. NRNBLCKLE IAF hilumor In TESSIS TSF R -1 ARCURRECTI ININGRIUMUC.INUMUCHATWOURmEm, —NOD F51 GUIRSETE NOTE, I RE "S ON BE PRONGED EN VAG�GLADE WHERE N 4EFWT It I NOTES: PRICKRIN TY. TO BE NO ;RR'. RHFUNME B.Cl PROVIDED PRN�SURE ALL T ilil No. 11.MAU SCXCR FINE INDICATE.PROMISING A 95%OhAGRyl ODES STAB]IT,C'G.'DJUEFFM THIM CAPABLE GO BROBERG A 90 3-� To BE AM STARIUMED WIND SPEED,EGER 70 FUT MEET FRONTIER PRO GRAMM THICK,CAPABLE FII mp, OF REMETING A 90 mph WIND SPEED,111.TO WE 11 % L MER,RMAIDED, I MADE Up FORCE ENACT BE PARALLEL P/FINISHED GROXII 8'-0" HIGH CHAINUNK FENCE DETAIL SURFACE. 24' ALUMINUM SLIDE GATE C6.1 C2 SCALE; NONE IAAFRN SE COADE MA A�&INGIALLATON FRALL COMPLY W/CUP L61 C3 SCAIf; NOTE 2'-0" WIDE DOUBLE GATE DETAIL SREENLEAF ALL. NONE SYST..ACTUNRI GERNERT, NOTES I NUMNAL, ASPHALT PARKING OFFSET DOWNSPOUT PAVEDRAII SEE NOTE 1, 1.EADEDRAIN PAVERS SHALL BE AS MANUFACTURED I R PECT(�A-THORN) SEE SHEET C20 BY PA`NMRAINF LILL UP APPROVED USUAL DOWER. k SURFACE CROSS SECTIONS FOR MATERIALS DETERMINATION OF OP-EQUAL SUBSTITUTION SNALL BE TO.C. EXi,MASON MIRAH ON�MWTVEN T THE DISCRETION OF THE GREEN MEN USING T E ON H ENGINEER.6 HANSON ANCHERS ENDEAR SEPAR.ON FABRIC 1 TONTACT ACF ENVIRONMENTAL 0-M`-d`AB-3S36)FOR F.W. WEIRS COI R.- AAGI A., FULDRUE COUPLES ONE ISTRISROUGH INFORMATION. CSFNW-RITRUDSHMEmpopp.U." 8'OF 2 PAVEDRAIN 0TRAWARK. DISTALLAIDON SHALT BE IN ACCORDANCE PACT W/A MORATORY PLATE NOT RUN THE PUBLISHED PAVEDRAIN INSTALLATUON MANUAL, =2 WIEW 6 NIGER CMPAC70R --A-W—--RH-- TO ESTABLISH A FIRM. (wEASTHS�XRO STABLE BASE. 3 PAWDRAIN PAWNS MEASURE 12,12-4,65'. COMPEARTEED OR DD� Z DOES, 4.INSTALL PAVMRAIN ENDCAP AROUND THE PERIMETER UNDISTURBED EMBRACE 9'LAYER OF 2'-3-CLEAN STOKE OF THE PAYER LAYOUT.DRYWALL A SNUOHI EFTER, D 17 UAASHTO#2 OR VL II COMPACT ECOCXV PVD TM W1 TRANSITION TO EXIST GRADE. VE"1.GRAM.U. AWN N' ED WALL A VIBRATORY PLATE COMPACTOR TO ESTABLISH A FIRM, -SO PVC EDGE T/ CRAH. S SUR 0 K�lll PRO. TABLE BASE. X 4 PVC PERFORATED AA VA� f LINDERMAN PIPE, E ININ.N Dm E-0.005/-MINIMUM,ME FILTER COPTIC U UTf PLAIN C4 FOR AASHM 057 STORE GRACTI 2-4E0 MAGRES.CRUSHED AIDIFECINAL INFORMATION, AINUAll REMIT-GOING STME ED NOTEO COMPAM'OR UNDIDERFRIB 1 100, DOWNSPOUTS SHALL BE MANUFACTURED BY JR.HOE&RUNS INC SUBGRADE 91,00 10 S IRONWOOD ROWDD MIDDLEBURG.RY ACRES.1-MG-245-5521. B 5- 5-60 OR APPROI EQUALL. No D-10 2 ME UTILITY PLAN CAD AND GRADING PLAN COLD FOR ANDITERSHEAL INFORMATION No U-S GANG RUDER No.GOO 0-x <R GREEN LEAF OONSMUCTTONT DOWNSPOUT BOOT 14 DRAIN DETAIL F.W.WEBS CO.ADDITION PAVEDRAIN INSTALLATION SECTION INFILTRATION TRENCH L6.1 p YALE: NONE EGkLE "=I' 293 BRIDGE ST. SCALL f=Y-p' SALEM,MASSACHUSETTS MAP LET" A ORME SUGAR 295 EIRBg�SURI AMMUROmes OR UNpEN' rq, '.FWMNbpCpU OF GTE ONSOEWpL0 HIRES LEREL LAWARG WE DETESTABLE Bodoni.WAL HC30 FERN O'S WARN G WASTE(PER DETECTABLE ULDEL PAR,BE., ER7jWE) 1pl.'FUSCO RM A SIDEWALK DRAINAGE PUNNING BOARD REVIEW �-A DED GRMNCLEVEL' 4- ST., LETT GRI RNIX'G, �in gr"rSiiiiiisTO I I LEND EW, SUGH.U. L OF SCR N 6- IF,N A RAWARE, SIDE iRAnsI OH 6' CURB REVEAL 111, EN ED -_ 1,RES,C, ANDRADE PLAN CEMENT C,,DEC, A 71, GCNN'DO MRS mPE IC RG A,,, ON MP UPS 1. WIDE / . M EXISTING C E.'00,' RAIDE VARIES DARES BUD, , '"Al RLDR IS-ISO T GW A. LENGTH&SLOPE VARIES fT SLOPE 1'DID UESING n VARIES N GTE& TEL TUN SIDE TRANSITION LENGTH _A--E.Al DITH FAULT(I UEIO.�) BE,DIP ING, 1.SEE MASS DOT CONETTRUCTUCH STANDARDS EITAL CUDIED SIDEWALK WIDTH SERI WARNING TREATMENT I INSTALL"ST IRON DETECTABLE MARK.PANEL AT TRIGONSTS.LOCATED NOT We CURB WIDTH SX** D-(RN CONCRETE ARRI CRESS-SECTIONS LESS THAN 6-NOW MORE THAN�FROM MACKAY TUBE NOTEETTER USE) W/ �S WwF W2 9.W2 9 Cl M.lUT I.NIDET1 RUGHTTERE CENTERED IN THE MAD TRUNCATED COMES 70 BE ATURNED W/SPECTON ED HPAMU-BOB ACE. A. E GRAMIT FAGI BUT OTINSTRUCTI STANDARDS E7.1 EDDIES. TDILERAURE CDR CONSTRUCTION+/-D5K N SITE DETAILS COURSE NALOT 4GE NOTE, IT SECTION A-A F..DIFER. SECTION A-A IR V OF GlMWAR 70 BE"DJUSTED FOR HELD MEET US 2. F�M GDEWALK WIDTH -WC.�BEALL U01 BE LESS THAN a-D' 19 L FOR..M.T C6. 1SIDEWALK THROUGH DRIVEWAYCURB RETURNS =SIDIWALK,LIIDOWN W/ DETECTABLE WARNING PANEL Do SUND NO E UNUz1. 6 SIDEWALK A B I c I D E F _ TURNER E SI.MI NRE ROF 0.11ES 10 MO51AX0 X30 LOADING PER ASTM A I05 A EM PER AR,Y C-150 Ell, I WNCREFE slNll BE uR Ex11WNEn:AGW PSI gF1ER za WYS(wx),cd ASM A-S15,PIACEO PER MSMD x rE5AER N199 NHMUM OF OIp Sp IX SIC£t RE1NFpg ISD PER DT ASTITICAL A-10POST 1' ABOUI.EAB COYER bLAC D PER AAA. ' ,OFORCOMGiEiEMDDYLE Wiq,SEEnPPaOPR UARPSOaNkTRAS AN1uMMOWSSMOR"EPRONDULE OVODRM LTEN NDDN�r GROUP ].DV510E EDLES OF PIPES WY PRNFCi XOi MORE RYAN 1'BEYONp iXE NSIDE WALL Of ME STRUCTURE sARUCNRE9 NOTSIKKNF/SYREO Ai FMEAL NE Or PIPE, s.EOR NFLIapTp1 AFPLGT[)H6,Bp5E 5MNLBEa'uN UXCbnPnCiED FREE OapNHG PwCxFLLI5EEC 5ELioN 3d0p NI tt,PRWOEALEVEL.PREUS!SECIpNS sIULL IMYEqs„ JOM MPRO%lN1ELY CENIEPFD N n1E WIDTH Di nlC WALL AND _ BABE UUSRFF E MUST OER YU FREED,WUP90ROEaa6,AVDEX,ENOZ6EedJO0.TgryY°FCOIPRM A GCMpCRe0F1,W1 EMIL BE ASSENBICO USING"I"A" ALL JOIN'S PS M EgCXEVEO PaptiO NSTPuxO0.TONM° 5.PIPE TO WAHOIE CONNECTIONS EI BE FLEABIT PRE SLEEVES(MINDING TO AS1M M.,GSI IN OR PLAN VIEW ENO VIEW p CORE DRILLED, 6.SOAP WNL XDPE PIPE SWJL COMPLY ART MSMD N920-97.TYPE E.BILL ADD SPIGOT JOINFE$FALL BE SILT °;r LLCDNNkUTECTOXs%SFANNAN TCM. -`^.„ cPRBamiFITSHpwuxoTaciD The H.L.Turner Group Inc ITOTALLAnON sNVl BF lu ALCDRMM1CF WITH ASM Dvz, M'O TNFSE DMWIxGs. m F o.RuuE W cwDE Gv BE Gsr xr)TOP sw OR wsruLEO TO Mm MAs00r cONSTRLTnN STANDARDS. �' a` PEN xc swJ1 RE WE S AME szE N+O rroF u Fxlsnxc. l� °.R T,J E JTITYPARPREAT 6 C RFNNOMRNM COICaa AM Lock. ampNNe D]]BI a l' i'.Y shlx'PI €?II�y € TUR. 1 ws.:ze nzz L G1CI EARN HNE EH NE INEIMIE➢MEA PIPE INI1T AND sPN1 NEE(NASSWI SrNIMRD E ID1.120. }� '4 k ,L 9'.NSSE GMONG XtluFro ..ham NIFTEPTC.IBBINAMER.ImATUPPASSIDIFFEW, y SIDEVILETPPE EW CT Y rll MAR XOLL TO coxEOqu m - _ _ Sb Pr£ VIII ARID SPEC C-618 ------------ ILASTWEAIC BOOT PIN W iGREEN LEAF' G MODULE DATA µ LEi OVR£I ou TNR.15T5."-Iii5NN1 LOAwMRMc Bp POI.ED MPERMF40LE FFFaE WS-9 REED OI B _ OpffRBE CR4NNG EGtt.n ErNlam MMl OLTEtNwr k56 BE p x 3m 1BIdE.,S O -YaaDF M) OD LI MP50 R6AN0 s'-O'u OFITT ME vowr¢.RRz cF "L regpvrLERe 1 D "EDI pR OEMN,AxoNExrdDzaEvormRTgxM° oTXd BRNRP EE ccre.sPRFw EVExLVTO DDO PureBrER FTYL FOOIPRM.A BEAR NG CAPACBY Or 2M PSP NUs PR EVENT R.TAMIA°MOVEMENT.COAPACT SUIWAFFEAREAuETrrOru:MJ NG R.TARIAY.OWE wc.aLwRX rswEREDMFCXArvr.L SEAL ALL PRECAST J ANS MRH AN ETERMNEOT ORNOFL - F.W. VAM CONPAW _ APPR.0 8TU.IU NEAL AND 6TARLE BV OwxEl EA.ME CEENOTEbI CWT INSIDE OF SIRUCTORE JDIMS YORIM 0,;,.yaevnm.mu4M" ?\� .11 NlM NOTES a I.LdIIRACTpt 91NL INSTALL MAINWATER RETENTION EYSTFY As INDICATED LN ME PVNE CCNTALT ACE M1vlpNmµA Q yXU O�MVp WCXf1LL ENNRCNMENTAL Fdt NLL SPELIFICATIXJS AND DETAILS(SDG-HB-,'bJ6). S.ALL WM ONENTS(MAINTENANCE ACCESSGN,INSPECTPLOT,COUREELES k UNERS,k MODULAR 2'-3/4-ORBITED SUESDRFA2 RETENTW SYSTEM)SNNL SE PPONDED BY A 9NBLE DISTRIBUTOR, \� STONE RASE „WNTRACTCA SHNL WNTMT ACF dNRONMdiAL OR A PRELCNSTXUCTON MEETING MERE PRIOR TO - STNUTW OF ME NMUUR SUBEFIFME RETENTON SYSTEM. 4PECIEICAT0AX5ATOR SMALL COMPLY NRH ME MANUFACTURER'S PUBLSHFL INSIAIIATKN MANUAL k DEEP SUMP CATCH BASIN j�jSTORMWATER RETENTION SYSTEM UNIT (R—TANK LD) DETAILS �� STORMWATER RETENTION SYSTEM UNIT TYPICAL SECTION C6.2 p SCALE: NONE C6.2 G SCALE NONE C6.2 C4 SCAM ANNE PFRUN 1—FRAIAN,Ed. GREEN LEAF CONSTRUCTION F.W.WEBB CO.ADDITION .I.. DFPPE RCRUNREcrorv- 293 BRIDGE ST. LARERWARPEEAMCBLNMLv r N MER SALEM,MASSACHUSETTS LARGER TuxPEE.PWTHE FRE 9F'°"�R,RX +A �'k'Y, xOxLMRosNExOSE xs oCrO RIVE REINFORCED//� µD Chu EIE OLua — 4 NAP26,IATD6N AP0 'COG, '� `L q cuNP ORT ufi E NOTES NTFNnwNwl / 2 NV 26,IATDWE uxD TXEPR TOcaEATEn,E v R x AxDiHfN sfeuREwID1AxOsftwnP '.(t`4"a'"Ygt! yvt`Y`G'." FASTEN Evfxi O,PRFs DAc NUwrEnRINTO ERYSTTER REQUIREDERE L,RFnCE A .l 2.861WN1 Au¢WP tiY'xYDw^Y"A( 5 ,{y xSf FIRM CRUS veoour�N cqo C:•;.a a;_:-. oWNER1APPucaNT smucrvaE _ ewNEn"+NMRNOENcwSTYE X N NN A FORNWMNFrTIMUNTYFARK _ _^PTve 110 MMM T fvh .D XAxOn YFwRL PCT TFREAFIER ,Bx — �c[O ,y 10 DONT MAF?d iO H KY' _ EE ST — — — — — — '_- muEmm uADmD DtT`v v tt$ �oAo`EE o° ugseoR RErENr�ursG D v ] 6N RN A " RACFa rMRrc xDT NTFx D Nra.FT oxs. o"RwGNPEERwEA.ws `rE �' PLANNINGBOARDREVIM `T99' Y°�i,`'' `f�a,�' 3` IREGY—�Xa:,"1 .. �sEo�;.:� . . _ _ .. clnkw"r.' rE>: `r"r1�:�'Yr4R.lrv..'I •M c-,-i'_ ICUTINTHE1T\\\ Pve IDI1IItT Y4 _ `GEOT T - T NTERFADE FABRC Y'Lx 1 BRAN SYKI�X Re� T6HEBGM 00 SECTEXTLEFAS Y Y ''gRNm ii- � MERALFR.TpNR ARFAS I6OPFNN4S p dv °^AeD�"� _ CGMP�*w°�V9E 0 k xi V o "FYA�' 4 ??-.-Rf�F T o RO NOTCH TTOM j 'ANTER OFFFE TTOP EVENT Rµuu 4 'O+"Z' C',(Y ye S"C 4'fi FB! G /\}/�3S BB sEEPnTTExu PREVENT Ep naE __ r PATTERN O AUBTF 8 PEWugIFM - R A^ NSRTUFU SITE DETAILS " �� STORMWATER RETENTION SYSTEM UNIT PIPE CONNECTION DETAILS �� STORMWATER RETENTION SYSTEM MAINTANANCE PORT DETAILS J PAVEMENT SAWCUT DETAILS ■ a L5z G scj i, NNE c6z ca ELLE. NNE L6.2 C1.1 SLIT£ NNE A B C 0 E F r SITE DESCRIPTION CONTROLS EROSION & SEDIMENT CONTROL SPILL PREVENTION diment Campos: I Prci«I Hem°I.W. 3 Aro.•YST."I..Rha planta(fort Fe•cingl- Will a lou and n grey rylnlolu events °/Xom °r Bn°ter, =°mglawien,hell,°lav PC.,Iro beemm I'e°"plana ane eery rxlmee rhe fawthen aB ani the morn ma^agem•m prvays that will b, ova r°redo..In,risk°f,pllla .t [2B,B.NB.Slwl 511MIns Pwcl"° -fences h.weekly n continuously ffeayen,lace Its o r.25 ,n"wn at IFe nvm.nl e/«XF_mwing eprMkn.. e,aMo a«a.nral..craw of maM1Xal.we..balm<..ro.hero.N..rvna//. TURNER penom,any required recall Immmlalely. Rem"re sedimenta when they acamalale I/} z.Ann shop br..laid.«e°bN X see or mw e/m,tollal"°lea sloe xoueakxmm-The tendril°pw<rlae. M followed mane dIrne the w on p:N.O emlmmn Gn.c Mar mnlwal.c to 1/2 me.eight of the renew Enamn that no damage secure to me,meg during °` aroll ash ennagn dun III --i [,a.m 1. she fencing shall remaln In l pr° a will b °m rhe 1°e Probst M«rmlpe: 's peal,, Goweau Med dewcmo m m,,dao a am. Irl Thea al mm s place until me fence rem oar a b ode relan I a)vol,sew.goad non w ntern N m m ro be pane ar m"N.It mem o and .rel a.ort e m clow.at.nr mann..m mm.=pm Xae pew.webs e°mpama e.bnev..altos dna al.meauen mnnh In sv1.m.MIN. ice plot«I al.° 9 e q A mmlmum at BSz intern h°,Yui.mbmMa st°M,X IM•.under°ro°I re Other•^mean. p v el°bllliad. tour, sed nmmnln I" close following/.nee esmolol mall be ,ked Into the e)A ses Inst° 3'al nm-flat mM.Xel este as mor er Xpwp read mP:vaueM rill M k°wipl In Mrh eXBiml=enRln.n rIM In.erlBln°I monulMun/,IeYI. Ireluan d.IN Xone b an Hill.asphalt paha" 1 m.c t and. m°deal anon. voaling callose,when re ova v o mane,gross ewe mN,and muoaetl. Cul lance e// B I aalmnn bx.metv„ee sunronm,rill cal M meed rtio an.n1...r ams.l mom.... an,=wee a ruder m.m."r e/a" "On.awpr°dun y,. ono.pwram:..1.-ma"<c«i m OD gmtl.when rem°rinil ro mote old Berea newly ito anal Lteam. r 1 el W m.mm°o=wn,. �Gy T r'TI ro Ine tom. hellamg m.Lamer wllthem ,mna."'art Pelade plow m,.asp, s.mn.maxm rdmen -win be*nodulus puree,neer r cti °)rmm.v(wm amee Fere axo wI melmlt Whe.wer peed,.,oil.r m Pwma.m a.now na demand eM1wna a oIn.w ewtalmr. e�R O V r drew ode valope. to dmm Th..1yoke.fie. nmmm.11 In p e hit mit al.er sol lel, c eas-1 a. 1.1 l 1 e rill. rhe exlstmg[orb[a l0 me pang.rel b.r.mleet area Man wen[ pan•,:. me Mrem win mt•.e•q me eetmn eGm•nl,from etadnlz.e [on,wnlen }.Area noon,^e M1mererry waabGlGm rig a P.me er owe mac M am M..GM1.upaaaal le„m.p.n�eml�ro.can rnw,w me m.wwl lir mabrwb ac.IM1. urn, eNo a will be[.,Asset. A mw damn ler rem..woe rnw M naNd t°salon •eludes i.dna Ilmlf•tl bland, 3,selff wort signs solace. m as ,ds imply m°I•a°I anvX M M1mwraah seeeN one mo<na. p Me..solo mw°n IM"d Ine, lot ue Mr°dellbn. Includes d we"elt and at ewel/1<bo designed r°perform as m ion .1 rel ,ere meas a, He= We PlatlueN-anew pmelle.an sat b Mw 1M NYa amclow wlwn nm.Nwa rhe wbn"B au elle 6 tem,l v e aM loom vrvkn,m loll m ml gas and en9lnxne Check Do oone veumP a con ga,t,d so during construction [la°rinB omlrXle,.ur A. eed Ix..vsho 11° lour Mwm April I dna JUMP 1 aM/ei peNe.n m°ISXm: ...... drub° .. n°Ina mXona am real SI°m Ch«k Ucma - Snell ba c.n,trvcletl b the Ilnea, am... antl location,shown on I.upm1 15 one C<laan l5.mil..in,from Bongos.,1S le IXbMe IS mall P.I'.Offabs keel In olunel conlalmn"lost Mx en no nxalabl.. conetntos a e=p.[tea to oormnmen[w m zone Me plana or a,dheded. Remove alone ai elrema when no longer needed. Stabilize M has mumht and mcMw.In Mang,ose and Mme.or Ire,^g, arsenal Iato ma mm H'i wLh data.rel b.fomes:Ther..^mm Important pmaun The H.L.Tuner Group Inc Sal memrhm ,,Wile,ran,mow Cue and Wla m,establishment Of and N.wren m,,.ma wren r•eeanm any sediment Wmm� la permnlee f. remain In place. Inspect.e•kh ens mammon. B r Of: every.mem em of 0.25• or greater. Repair dame m nqulrea 10 mmmoIn pwpy 5.mom Mm(3)ora of 11-1 aroalm In w n.IMr,w In or.Id=es w X.umwa pasd.n mum b.do,..d,mm.anunr:an Iwo ane stet.re.mmndea 2naxe Re. mons e.pwemeet nmol.rowol alrgetru e.BmamB antl phowla h...mwl,Usea pomp. working order. Accumulated sediment and debris shall be Cie.. from IM aama when armee or.2).w°bn..11 ee,..d.m arca non be nabinna be ermn mnMaa ler plow,ebweel.III he mlbwea. Cenfts,re^wllrllln. 1/2 the dam height Is reached Add slate as a vary 1°maintain comet dam het M. she mI1aA v during the gmw"g..,an,ler 11 n 1 all the growing guide",py Canw.,NOW Hampshire W]a, Ilan°°X°bN stockpiling =mpiling.1 mlmnw(a),mage.,°"el Check dams shall MMOln In place until n g muMing erre 1°[k or noting°,pin"m On.Imo eMper than 3:1. Prequel Sp«I/k Plang--rhe wlNring prequel.polic m Ice .111 M hal...d°"ell.: :MI2e.1liz perm do,aM°,Mr o mmotueamml;M1mw OW°M ed placem el at gran la manage., In p°rmvnefter why,rainfall Ia of Of Od. ramlmm Pma°,N-all waM1 1-1...111 an managed 10,Ian and met hnumerc°m Intent,IauMonan•a n.ImPoXNImn dna placement vl granular maM1elela,aull.Inp Inlet P,e°ell°n- Inspect tlwl,:ei.wily and after w.ry,,Inf°II went°1 a.25" O, 6,In,bll m mhllly blrnXon holy ane main pilar ro aepinnlnp much alk reword ommemmns,M neue.IM ch-ml Ian elr°bum r'°u4' •m,lor.rlly greding sf eased areola.bituminous°ming,and pnwrme"Ile, smael°M final greater. Replace, clean.or nmwe mast a vol directed. II IM1e Inlet becomes prtl Fa Be. pveucb will he ort In pCXrtECrS.ExeNEFBe•Bu,vNaeCFM ^e. M °v�lb Holed mmmen Mm m mwnr IaMlt. .ler tel mage tmY....(walk.hall nam° xt,cv, t ehelwm•e,dear eeQaa ora Immtmleh.repose pretedl.n atoll .mom m pace unit Ana oo m ono"amt. a owhan cubstmcw one ewne ran be Island In m,om,nm I%the elle alab'llz.l.n 1, M1lw•d. ].R«amw.hall M abanzt lethal 72 Awn of ethenry IsM.1r a Brad.. Runoff Laalllomf. One Ilnml wlnclem al mn°N roe Me.M olb.InB MN pvlen ler M Ermla"Central All- shall be Installed whom shorn on the piano or as directed by m"unXlmer Y1m-omen!IeF.Xlllzen set w11 M applied only I"the minlmum" u 111j ev°.g°. the Engineer. MCI shell be Installed per the monuf°auni a re m•ndell°n¢ �Lennvmn�h.11 le cad,and mmlW°II eN one XII alewa rthln,g cmmmmet a ma"omounr. Dur asp Imlllier.III he..mad Into IN.all le 111 SMbllizea Construction Entrance -WIN be°°n,buclee as shownanthe plana a N.A..1°^ "v eaDodge, r' lie p Xkq'used ells SIN Area: Me.min.M am m mmwwa I.B]J dew,eanmvolmn will alwuN 1.5 dem. dlriaNd In the field pee Me eoearpri tan details. All traffic mI1Mg,he construction a° ggww°Jolla fret.fit..be w ate D Iro a..table rPeaffe.the r°}ar .resent..el any 111' c anall pars°ar the'NO'tae wIL Inspect the Construction entrance Weekly and after g,a6lubq area vw Deal pmmml.hell n,.be 6 I",M et Iwo a".led, Po"k- cnmalown be holds,wouldand skid In-0°1 loupe..lar u.°. Esme Salle am c: Acle amHIS to me USDA Sal medSura m mew .time.N wet.Southern PoX aM dorm meow of a.z5• e Y any win,.III net be db=FmryM tattle. rm•.owaem but r pnwrr dlay°,ee If a«°Nlnp 111j wile°n[ImeI1Mtl m: rowan IUM.wflnea°a•xewarad,rlllt.and mane lana, ,SDI,HeIla °r peaalee. When rM1e oboe aurl°ee dw°mx clogged wish °.1M Canlvcl°r mall a.mwnel°N fir ImpNmmlmp ew Ion..reprep mwaum b mmn1=1ra v'Inmuellmn,and/e, go and bell ngulanons. Infier-tan aomanni a with me NRCS Wb Sall Simon,'Iceland onnJa war,17,toll]. Sediment, apply additional Cone a s the entire,francs. Any etimema reacted onto an.w«se emelt eft-ales breaking If serf,udim."t..I debra. GREEN /� the public M°lou°h/'n shell be 1wour-d!I-TO.Calely. Sleblllx d c°mAuanin entrance SPIV Gookax pontos-In add-.. Ic IM1e PrenimS pml°ualY dream.Me wll°.Iry pmnlws or, GREEN LEAF CMIic,Ame: Thne env'.subject 1°pr n1 l arg^II4°^f oma=n problems: mull be maintained In working order unlet the aIle is Permanently stabilized 11,Dual.f.11 M wenwllM we a...wmry Mmuvh the ov°f wm•r, M f°Ib.tl lee e011 pre ^and P-rup: 1.SMpping Newmann We.Arab Dewmerhw System, -WIII be conm,c%d .nim the limits of the wart a lz,Sdb o M.b,kpll.a far o perms o on IMA 1A eon,hall b,M1mpmr°rly will M reed m mrneed n -lar spell cWw will be cl,aM pesktl en N Peup,lm'nnlul z.Cub and Xlla MwaeXnp°ymema ahpll be on °e multiple applications of the aa°IN Included haeeln.rw writ dna mlcM..and eurwuna.a With o Ilnrvnon ham..at,F.roe el lbw. Monte, eer et he pn=eaun,and the 1 of Ihe Infehat and eWnup e C.Dm..ay[onmm�,en N° ,,mea non.hall bedirectly directed ml wetlands. awl channels, or do.t Mawxm� drainage one equipment mustal ua gory 1°r dent coin M bet In the mmeml dare..° D a/moose loot n: . .nm, r mcorr cam MN.m am rmm Henn sker ram a,looee gnbm. 3,At M1mp ey nal m nnn41 .m ler note. yw%m• aM mm Xqb.ell awwam..bur I,'re Imiw.a re oma .dust-no. ° =w. I�el[\�{*,j�J�J1 ,solo ry st'memanon owmw - gnu be omwdea/mamlea m portae ler m. ;naw..e O eve„'ml'elrert.Mn a pt.n.'.I..nano. n.saw.amp .,vagDl .eine Imes.a ...duel. na aamlouI'd metal fresh m .p«Itlrol hwia n dencow,,. F"' Inbmpnon Or sediment-laden mach° our ?°a. will O ,Ann." 11 N 1°IN.Allen".axan.o' from cderaler" "q lm XIBMq �ha^u .lel e , w. a operations. mectm swan,wen,Ile.x,ehean one baps..me oral etppl.mmm, .PIIN.rel M,mea up amm.elm.h u swsXkanov. Ica pill°m.III M k pt wNl rmrlmNa dee peramewI r PMP.INCH,.eWhh, Cresson Con of measntion re also tllrodse to Ms eanwet tl,winga 1°r edtllllvn°I lempe,ry ro°rw"t Nury Imre s=loe.If a mwa......no.. 111 r'°r asp GENERAL NOTES •..aware cental measured. A. Not., mna nab,.e,nmmml=morel.amew�daHg ma/ar Sells goal ar nawN.°.-'an.'.IX be merged m IM wpmpO,N She,°r Nall �IATPAT'(Y the, n...oro. macaw ml xelmml mnwe.nary. let ,map .as.mmael. r.w.mL.a.I m.'.II .,:. F.W.WBBB I. All Mt m ererlm,ata nm an 10 M root a en by the seaeM:atan P.acncaa: mems eI D.zs'or envb,. 1M.olti Pool an ala^.II n.1..t.d 1=Italian ma w o puisne MN hw win from wallcll°n be accordance of Y°v 'rs Soalllialio -T fall sl a _ A e [. .II¢ can M0 f Enr me^mlemil«Ilon'Sionewchr Managementnda.ok. Thellpreet° IM1e apo.Fen a"11,°11°" e.lr rap m,°plla. aafor of least and dleour w patten °I I5.A mkF M1mn n Nin.. carmen anal uLMe X mop, lend. tan s, e1M1a1 el Ms .ho �, tau •ups 1m am rh ..11 1w sty low. f al a la days rel b. re. a.. Xly o ash a.raa 1 by .M m. h ..I,...taken e.1,on su ameablen epin,Of must �.4�.�°�°:Pm".me.n ma,nam.ism ro mtnr.xmmmM1.Or meelxe,oww,M.a m. .'� mpomry ewe and mw n Burne m•erowine• In.Inmwnry...it momma Ian ...ala. n a salon nnN.e.m n n.,bM m.aw-)e-tr.M1 werenen..m x mw.pre wawa N.mrm'r. °Menem renln nquewl lo th i.XacO dmbinind .till I• r f area r rhe a rill he perenuiel .,,tied at me ale of 30 eouner pe.agar. Poor m,•tine. ayst nm.am.a.,e�<a 1 x.%.ne el l ewltm a tui Pare-ml m m .M.rel 4d1 ca a An roto .cry mabllt M/w can "Mo. the soil,ball be conditioned With 3Do pounds p« o/ 1D-1D-10 r•nnbe Altar °rind oo'mellment I b M Hauls ofcentral m an a hell be [.b. 1 pnrt"uan c1.. mag. Th. e.I n ".ml. ll plume.,n0 . w:kl�emme Xnv, wati.I rm e9.n'aa °n Inmw sure..s eefmn ending. ash ° shell be mulched with Cleo,hayofetmw mulch, Ileo rof the rate now' n l"Clm a1.en ' p e PGrewd leeobn, wool InpllhI in I me-a.am.and I"the.file.trials,.net.. .III e r'N uDd..k-. .11 do 1.11 M.table °r]3 sena pee°e Outside me wan amblllia by mul[hlnppwlM taeY or suet.'f lurwal[Ilen 'mna.^ Introducing mat Into thelehuaurx and app An'nw. my..mal Of ing dna on acr°n elapid°Newrming loan 3:1.on stn°oanl Sena awil amply with 3. rune IIEC plan,am an zp,Uk ww lir pemlx„g,the.aster wow a a.ewh the of xADOr M1.03.1 Emlon Signe. WINTER CONSTRUCTION NOTES moo,mask•tm. [awl,stwm.men mmwrmml,ate.aewrorne."mabM1d leo Permanent Smmnzmron - Dl.mm•e ,°mond Ot M•site.lees construction amlrnba NERAL CONSTRUCTIONSEQUENCE NOTFS wr,ween anknM a,me reflect.and an net,mended for wnawcnen purpose. Tow Ni wmlvnmny cwaed wnl be smbnliee wren permanent seed no later Than a days Ta PmrzaT WATER olxt DURING COW WEATHER.NO DURING SPRING BoxDw,WE srw,WAION 1WHNIOGES dmwl�am red auring eenrM,t°n°1 IM area drlg^°be I^Due clew alter the lam Conmruclen activity. The permanent need mix, soil eandrel°nl"g,aseding and 1,moll an leael^D,wrma.contras,mM Im l",°tlm."^'M...No. SPECnED HERON SIYLL BE EYPWYEU BEMFEN OCTOBER 15 AND MAY 15. or....as ale acIftsa.be °'I°r ta e mulching shall be In conformance with MS,a}p Mne from the Iaievl edition of the M°a¢. Msly.IN°Ip Xlznw're 11.a1 pole,1°ler urn lu meing all 1.senh r c°mh°°nen shall be mMucke e Imnpr shell<ewelnae 1°canen OI mgme/aro,tpne vn�e).Nmpen el°h1 ay Standard Specifications for XIBb°Ys and Bridge,, and all supple-an al an um°n malnml"t until final sentiment a Xwmp nand ronampla°ma Ire }ee T ht M^n°(wenn m m:b a.avbllht n.m .mbmnt. weo..m,a.Mod M li U` ohm, on.i a:rm 1 on m sear dhrng n<.(q,.,I rmm.. .re(.I 1.1.'O"No Anna a.c 4ei.nd. N rob on.me a dens ler wetlhenm let m ear pea to�r.e,or..lir went. Suaawqumt were free.dare.,ma z.tiger on Boma A.alramt q wnmweln. 1, epwt .°IPmmu.h`:gP..'e.wY.a .hM.n mnr.Imwb.di UP `C7 r° li.,nrre-m.,. n e.molt m m.rw ro I."NxuN..reallm a/ler-d.l.W omor Conal.: mm barren.1 M polos exext natured n re.(weumme a ma)cad m a a ova ounnrea n.r.m. a same Allo- Retractor.hare be mmr°lea with Sediment nmatan measure.. and 3.ha and mann.rmm ret.. makro a a.O.t�sL„m w IM During ree n 1114 mG.,.-ran come raw a/Mebwl vr,mmp rAgle rnw..> a'awn lug n I. [ .In be token to a«un m'Nr"1 (See spnl Pro."n^,noise.Mb .hM. - Car to mate..Ill=a.$ala:XN."' kpnes m wean m c an...,mess nim a rear rvl m re,,dI b lose INSPECTION/MAINTENANCE PROCEDURES .. Hauling - Dump truck, Importing or remwing material,from the comwmcil-ane Wnl 'ro Milan"°N''w ;Ia„bps a pilot,poor n any the,e (wI an:a"n A ons a a1 M,.mna sena measures be a a with a I ova cit. 4.Elm a ler admit m nom . I pone m ' re,limn hit resole an,nw.pox ahnamnm,and clew 2.An ono 1.measle.pmt udU m rasa.he.-I CO.far I mad e, ansa at comrero� d. - c n rete Lu[ko cant danaum raemaa and waacane a me ,for binding dab. me..n the mna we mem.a ll .mmoea ma can,a,merwhaka e N memam.mw to Lmpa ry releml n balm. Dn<e h ten e.the atedal m b moved'Ona nr.vaetbt.mu nme..mmn mmol m'x,.re.go.mw1 mm.,I.Xvm. w re,..loaf. a. xmewwm O..wGa nmewexm.heli e.c r.a br Me waalmex.c.upwoM1n oNl disposed°I m an appmna mwn°n. 5.opal ereal.r t.wanax.urmv... Ensure the nM1 b.mP.a w renal ream mall,m e ler m. ./... .anew.. w maN,e.a,.. 1 M r•a.Gb,.m.Impalinw mood(wm.0a nPa,r wmM1 ua..Gma-u1 [n,Ahnm, .aa.mm.ams .rel be wn.m.a 'lie .area m' cam o demo..ranted=sere Men b.M1. ° ° sLa,G,lm.re� v,°.i e,'a m.e.u,a M •°emm .dee mpugp n rearm,m sand al Orrrm,xe and nalltm.a al In. Waste a mei l oon..naor. Rwln mna mm, .r„n..ro mw metal nm., ammed by Me SIGN rent. management company c(wrreeea tot this E meemrn mama. a«„n. Temporary.eetokmnb,Wxyled As win'4erlw.,.a0.r anent..atabin::e on-minednmarse ll e urn..m 1 x alar tMaconwmr. posted. rhe conialner snail b•emptied v minimum v/twice per reek Dr mora omen If f " ,GREEN LEAF CGNGTBGCTIGN w.IN. 100.000.shore urn.m a a.euaw m an,nm.. nw<wrsary. No construction loam•matee.N.III be bused own... AIG wnonnal flu e• I.r,am.slat eon.and nn ona..nw Wlenw.t.roa°ka are.mer m m ancon I mm'mum 1a Bea..vnaln ere.,ar o,abw o.n. F.W.WEBB CO.ADDITION Insemmed.Rental the [omen pn<turo ler WOO, aio4n n shooed en.r D<mMr u.areata ew ameu,�.a ar dodos m0 ruin... rel a m°n mean one xvvwuon dna aM1Na.m. Hone.' S.Ptah m non.'Craig.aµs,m atca exa m. t r . can 3d,w seem ma aromas 3 e row a mIe e',m w.lraoa arnae hew 293 BRIDGE ST. All canneral will M mswme m tam I wen a,data a a.carr u g anal....., he posted m the office Inner and me[nsam.n M1mwre ,°Oma l "` a ne'<art I ..Ile.. mon ,'rat;,°:s rig.,nm„mlm Iem�awYm alone°,am AND amen 24 nom I .aIle mal OI 0.a'of Asn e,.reer, e.,HNM1 d ,1.In M..chola.ler eemg that M..•precedow an ,gored. ^ °ip1ie °^°' amu mase ease or an lox."bound and ma cam M1.a m a�nm ells e'0, pYnt let week BALEM,MASSACHUSETTS Hazen ow wrote: An Fawtou am.mama,Will be elpa.ea ala toting ID lova m S.Penn any mtonmg..ce".m,a A, nh n vI xAPnlI Ow lemur,i m .n/rUU n moure,tamd I,need gala wanes'a inn rpena.,U State ulmlon r e Me nut c n ,,a`i m nen.nom mI ° c mmol m net....ova se 1-m�n In o m e, na fee11 eq M mna.. rev ¢ s m orlman sig• l be rhaI low be Inmwdee m M•,. II tiepin"lo I:wN blanket,a a„^a .:., m a rmm 1 on MAP 26,mr0m5 'm require,mal M[tma.M1e pwmmw and m.amnaw<noo.w•antemml cam M ..,vocable ler dosed wmpnengp. 0.Yrmw.,n roma.,nor M,ee,ac 1M.lempwory.m,m..lora m Ile-0n..a. 'u,sin,,�anpnt during p r .F°ultl aw<°zMndn p DWNENAMLGM .IIM1In ns(,)[abMa„sae UOID.ing In.Insatiate.. ° n Svmory Waste: Mt°°nlmry wmen ran be canned/cam me portable units by ° 1-1 eases la rXaelyMa. do level"g bed pe M-°II o prune Ica,,,°a.net 1 bas Brtl lowwaste management contractor. licensee I"IM1e sloe of M'vaeM1uxM, o, raw.red by local tlalmalllz.IM alive aura re oval. I/M.preun0 sen Mevm entapllN«,e 6.All X'nlu-wwntl slam must n c°naw[It dna aaplllzra b October I5. PinrM A..W.S SklmmM1 will n I.al"D who ane- sloe ought b. cur.. n8uladl Or ¢°g•. nam and w. smarm rwm NM1 stem up, y e/afW WeEDCo. and/or.he,a°Im arlu nn lanes. Sill amng ai11 ar 1vm nvul°M lot sediment Dural Centralu-The haul mads and a^¢loch." ,X°iuh of 1°Vehicle traffic one I1. Mae.n e / M ,. ,kplx°/sap,m'reola6 ahead M mulm«ter. looted pro1w11'n.n nm er ret al Mn m deplagTe ,an.°n v°unmlunl b support write and cove urn°Mmlpe.el I rc lop nrulwm,p,an,and aum%° .l,an a drpra. °me Me o X v lour-rchheu 'I 1WMWI.-noel 1°p n actlrGXn WIII M treated with water and/or calcium Chloride en xkln ask' Ipn,e fry e f II MUICM1lnB °pyrene tlen.within zA mull° Rtbm,IN%] application 1° nelrlcl blowing p. n„.mh16M1 ear/° ar a Me.ail ckm should M pla,ad arlFln i W 'W Slone check oma.hall M Ivp.nm eM man run./I mil g en D s nn antl e a antl maemenn of dust pvmklsv. Where e°wtuenon °<Ilrrly,emp°wrlly ee°sea /°r°t Imo.INC 6 I.Envinri.rammw"atl x uem ewrome °n. }h.SIM1 f. m any w ane°t n,warr mune am. xYlr naa. Comet m mage Immediately, X alantlkmm.m n aleun MMx"nehumn,, " peva}tl°ya.°r than continued rreelmenl Ia no reaamis f.lowing hmw,ry Umarre urn eupmifing Xhro Do L M1 for and Genv a amtt`bee wmtlub ane re,^tall° n wJx ,.Box.me mcannNc member B,P Mn maM1Xvle.heal M mwkpn.e nw,ed ro PLANNING BOARD REV Inw11't"w eh a lie as pmt m'llum1I i"that sl,Mons. Rem..°.«m^ ^/ a°NvlllaVe temp°wry npelml^n bi zed conB loll be entrance B°r° acme. M P w xPorelrh end M e 1°eolnn ma 6 m.my cam ar mna EYs/ a 1 wmbn gleet actual, tracking cking at ll Cnbllixt c°nagol front dna djace tial be pwNtlt b help mubted ebenme m.0.n.a ear°.m seeded se a'mr.d m e,w stew,m alae rnwugn m. e nom mwY w m,mew tax cam..,lag wa,m.m as.IM tui. X.plw.urn..as neue lima.wama of..mmenl,. rig,vox.awe aaia<eat to m. ate.rwm•will s.u1.mee-Ana«elNnw mna<nosnele.Mee a een,wcw osa.roa,nit by Me.ma..1. An mNm.a m m pmevm line design -.ole of the check am.. Upon wmplal°n o/ be a.eW early,o remove any m mud,diff,a rack tracked from me site. Dump CONSTRUCTION MATERIALS INVENTORY •wqM wnkn net woman a minimum of B5x..rm a°math be mmobmr 11,I which m mmwd aM1, un'Oem,mealalmh nm.r.m..me brat.w„wnD gran d. bM.kl Munn°ma.r.l'fr..the[-abrudhm R.eon be<ormd Wpm .anoulgo Dam': m..Mud he mama em�mf iry.'m.iecaa,lum.be me ro,blanbM1 serem.M1 re:m.awlea to m can tim wmIZ m aalurmmrd r ee mem boos«m min 1;pchown ca, a ommn.M.moat pou,se-non-sm,l water DI«nares:- n GS dmm'wtea that m.following non-storm water Mm allowing mm°mm. n.wdea ro M pix onenr duo ewrm(erose). a°urn°mm�°.I.n...ext e.me m"m w1"ray"et Ie names me Ofth ea mquine m PXm a Mrrl.n(g.em,k.).n set..,be,plo=t°rM1e cam rem aM dale..meg dl,ch°ryw win occur from the am along the consuc n peeoa: ° a wnmmmin: a. a aM.el,erm .pm°wmenr er m rola xhand« Mw spires Ian waw d°mae a neer,e mmwry.lvll..e nM1 m, .-water from loots antl tl,ln Ilne Ilu,nln C.n<me,pelrel,um boom Pma a,Ie,Glien,mad.am 1111,metal,para, Poe m pram..m.-.MNn g I ne earn am m°'..rex MI onto. the N,n.ynkm°nr.e st,mem depot eras,a nma..e rxm -Pavement wash wnan(.here no.spills.r looks of toles or mh.nb.vola pmmL' 15.A„wane-lune mee.soil chonelea moa be Imnwn.e ON maul-m oaonr IS. _ a ee w m hazardous mdmab have occume) ,v,I,elmp,m moa w re •x�~ ^ T° w a -.11..11 be M t ler a sea me c 11 urn Coolant a m w walk Nn et °r 1M ween e naphe Bean or at the aM hints-°h n rill M _Uhh'-Equipment geed ratan(earl from can nfa g exc yallon ) be pm,cNa'He=minlmum 3-Incl h `lh °plod I .Icer loll 4 All.,x layer a=re m vwrrl expo Sae.}). nmwe l grapy ma to loom fa a.lu a wen a. .eM a mw I.b. Ira.r -udcaee,.. fit ee dee ser am emerging b gn pit Mo ( ,nom)that o nmllt mrin^free, 1bv.hw,dm.m./. w, a`rN .amt,..tau a.bus,IM,wro.m,.=.hmh,et seem at the .nen e.ww rag An non-nom,came.m.[nore•a.m be aG.wtee ro o.ee,mem elan Nm,m ab[narv.. C. Name. Mm.n fiu. MW^�t a= mlxam rax.°r s.peeper mamma a w'Slll IM,n and hey nl.skenwld lie Indmllt. Pu Whicha�nlne me pnlml aw 1 As Carol deny a"a min m Ine Wln,er Slahil iNth' _ m e a poem war em mat al 1hw pe en. nm Wiensual aregno On-cal Ise.mad final will be nq°Lt p mry pm the She Ga no Stabilized with 1111pba int lepton If gs-I e, fee be'MlmMatle Am mo. 'PIIIt p°Winerr,° cad guile bmae.conducted °1 75x thatmature rmom than p,i°r to N°vfhe.1 15. arepptlllwan«.°1 ue public rga-a/-.q M w1'" Winter vwdlvn shall be c°ndudt each Ihpr n a Ihan 1 a of IFe elle b ==and wrmanal peen.Il,M Annealing let urn aloft,aaabm and pw,gmth, unel lllit of any° time. Double at sediment b.rrm Will beplaced between Sala arm vwmnv le„be maab,bnee rnh,v14 dm. any lO WMI ras ounce(,,flood. ,,fl od. streams)and the dbf,M area. During fmzem mnm11°"a. n °r ground stump when may be used If all fence Installation Tem,emn sell l addsPC all be I...aq deme n a...m.v I.wnet a...m0 cresol... R.mw I. --.M,.-No .MD etrmlum b a..of ami others. Hay and straw mom shall be applied to unatoeXlied a at o role./3 tons per a shall be plower anchored. greater m wreG Thesw.nal be applied with a A mametml,cowmen itself wU,M"rohostages.e1«ah Ivme. mlo .1-two a Inch thickness. Do not spread mut,over and., remove snow down to o 1 Incl depth prior to wpl'cati- After well day of final goading,the area ,hall be gmai ambiniee with anchone nor or arm.,°,...too co"Iro, maHmg. Yolm,once a The hap-then and m°i"len°nee schedule Shall be followed throughout Me met.with .eianiin ail enaxd wooedeas required. In me spring.the wnad°r anon meprd al ,m repairea and Mm smote. uea* - k. Pro-xnneora Stab'XiaX.n Schedule: Sal.mhel 1a-All dbaroed em,must M .Need ,it mulched TEMPORARY EROSION& All wawa mm M uamnnl..d. seeda ed, and msh.. Q Ab ngeal,a ditches and channels mum be stabilized with SEDIMENT CONTROL P October 1-An disturbing are.fe eon sanlnl Menka. annual NOTES ,ended at e emodin°mrdad with m r 1 00 s must e• _ rammed. c pounds per loop as N. a g. uas.mnr u-All ameetand channels oe be eanwsroa dna oelfted.lsitclaimschannelswa t W December 1-All relabel 21...aha whom Constructed. of semnatn rbed m t 1 at - TEC 1 a Gwn}mcn.a mil Or at L..1 sx m m. amum.d .on G1 a ,prod aY•eeemnon, mat be pxN dwd for ory-winter cwoMlimw 3 E A B I C O E F M.. rUPX PAGETOYEA TO ENLIDSE GIUIE PDS31p DXONO R MlIICILE �IN, SUPppMP FEN PENCE /SORE %PE R MA HA - - TURNER 1S ] SINTAMssFV�RIC NCE' ie• 7 00 00 uPsmGu sOE Or Pus. / CLOSURE / 24- J Nf B IX151.GROUND j / 5 �� OW 0000 GROUP 0000 ,v .,rh i... NDTEY 1.USE 2--3-SCONE. wOmH MONOTUMENT The H.L.Turner Group Inc. R.PUCE MORE OVER GEOIE%IIIE, 3.Y,. MGS UP CA.GUM!THEN CHER GM ME GRATE GAN.,BAG(OR ALOPRWEO EOWl) FOS! ConcoN+60]320.112Znve 0y% CUT OQNI SrABILQm RI VEGETAnON,THE SEDINENI nNPpEO BENINDGOING N THE NEE S1W1 BE RELOCATED ttl IN AREA ROW w� Ux URTURRNG FINAL GRADING. 'ZL 1 Z —I— npam..<ml 4.CUM PWS SHALL BE FFARMEn ANO GRADED Ix A �yE T - CHRECB ENGINEER. EURGND IMUNNOMMOR P<AN R RER wwcx pRorecrs THE MG wou mOsrou ANO -I"I I •=yaN. " s v,P,' ddi` CHANNEL BOCRAGE(GWR%TIIE MUST BE REMG'ED). c q16'TRENCH E I W/COUPAiTEO 5.ME SUDES1LLE SHALL BE DISPOSED OF OFFSDE .11, SILT FENCE BARRIER Frll �2 6.RE AREA CORRIBMXC r0 THE CHECK RW SHALL NOT NOTES: ILII J1 1 ---10-GREE 1.SILT FENCE SXA11 BE PLACED p!SLOPE WNTWRS 10 vA%IMIZE Y NOTES FMdTG ERGE SNALL 2,INSPECT @ REPAIR FENCE AFTER EACH STORM EAENT k REVOYE GREEN LEAF GEDIIXIILE 1 RANDY WG95EOINEM FlLIER B!pWDY SEDIMENT MEN NECESSARY ON'MA%,RECOMMENDED STORAGE HEIGHT). PMS EIREFORMEN,INC SECTION A-A psoo ETSi RGD E.RExOREO smwFNT SIT ALL BE DET=osn:0 TO Ax AREA THAT WILL O DUBLIN,OLIO 1,- NOT CONFUN BUT SEDIMENT OFFSITE k CAN BE PERMAHENRY STABILIZED, f PHO Si (w.%1L•a/�\�\`$]'-,/a� (OR AFPIEN ED Do.) 1.Do NBT PUCE SALT FENIS IN STRUMS OR CONCENTRATED Row �� TEMPORARY CHECK DAM ® CULVERT INLET 2.REFER TO HAXI6ACTURER's CONDITONS, ��CATCH BASIN SEDIMENT FILTER SPECIEIGAnONS MR IxsuuTlox AND TEcx ITT scME'. NONE 1Ecz a1- ewE XGE XMNTENVICE PROCEDURES, �� TYPICAL SILT FENCE DETAIL hcz c1.1 sGIE: xCNE FW�WFBB COMPANY a.__..w or°..Mmm.I ""w..FSA m LENGTH NOME - �w.".:ew: ti NAP, •`a.T.A:�•• 1.Rooll ba DIRIGG nn a abpe.II OR.Al La pkD an P.REP.,robl Mora Mo In.Cog SIAKEp NGT BALES FILTER OR FILTER LPGs rill(1°r Inmugn Ine OIF180G on,roan UP. BEEN Ix spoor r m..B..Nnnw a a0y m EXISTING cFOuxO OUP To UP DIAGRAMS Ibr nlq oN TOM OF R.CU IB.�o10 Os MR HIGH HOMING SE IN NG I'( � CA 3 PI.AGE OIDING ROSE IN .11 PAN qn^°q Inmugn Ne rola N'N' too.To v"0"1 OM MTB umE OR fo in -I ne oGcetl on prowl Oatl fo 11101 rNar b f or _ n' Ga eimn'Gna EMBED 4• ` _ 2 P..PUMP Z,me OI.I.of lamM mn..I enoule e. SECTION A-A elepoaee r n 11 .Gampl m,m epe b orb, ne.UZ GAT INlo . I-EDI POP we ro 1 1-1.111 a®o.nDIRTMAGNOS: PAG PUtm OH OX ES'1N T [OVBLE PUMP OISCHORGE ROSE COUPON OF Pg51N TO BE FIELp l0WTEO. AGGREG2 qt SfppW SIRCXm'J TYPE SFNIS SITE SHALL nto N0J PBV!SURFACE WATERS, WETLANDS. OPENING TO ACCOMODATE UP 3.Diapor IN poEy nmonng R",MR,R,0 OR PRNATE PROPERTIES.CON' ULT W/ENGINEER TO 1'0 6CH.AGE HOSE pmpe.POOR—, �eo. TO PROPERLY LOCATE WIN. x-WOVEN GEOTEXTRF FABRIC m FULOIABOUnt LEAN CRUSHEDsox, GREEN LEAF CONSTRU CON AF.W.WEBB CO.ADDITION 3E3 BRIDGE ST. v SALEM.MASSACHUSETTS kJ MAP 26,Lmg6u i,`i/'J�4ri�i,J,,i nti� `��0,.%�i y4 ` vA,P2AUDI CONCRETE TRUCK WASHOUT BASIN UxoaruMED son m EIwVAP„ICANT , TC( n.1 NGAle .1 N ILT CONTROL SYSTEM \iJ/ Pm1W OMwtlwAg.vBuemTu. m FL MA%J30 50'Mw PLANNING BOARD REVIEW EXIST I.DIA GRDUN $iDNE� 2S OR GREATER r6 MIN. PyyI T/!'�H/•A 1 , X.ATB4E I- _ FILTEAXCLOTH PROFILE DIWRSION RIDGE EMRRIER aj I'._ _ - - ,°".,A•a REO'D.WHERE GRADE EXCEEDS 2% 12, P 50'MIN BBT. / / 2'-3'0 STONE SIZE `4 .:q+� n b / / 20'R x1ioLYW A �i DRAINA WAY TION Ll MJD6F�1 f j LME ITC/ GEOTIX111£EM1KLOPE ACGREGDDARCEA7,,MIN 6' \ 2 OPEMRAFI 11pN CER E0, SLF 1HICK \\ STONE J.ED—/ ELAN TOP OF SLOPE mIDDGGEE— —I1 DRAINAGE WAY"PROFILE xoTEsDISCHARGE aBrLEr NARRATED I III it 1, FROM DEWATERING PUMP aR 1.ENTRANCE SHALL BE MAINTAINED IN I CONDIl10N THAT'MCL PREVENT TRACKING OR REPAIR, /SEDIMENT ONTO PUBLANY M RIGHT-OF-WAYS. THIS MAY REQUISEDIMENT. TCP DRESSING Ir —�ONtFT A L B REPAIR,@/OR CLEANOUT OF ANY MEASURES USED TO MAP SEDWENi. E%ISL n, wurimEe E 2.WREN NECESSARY,"EELS SHALL BE CLEANED PRIOR TO EIN RMCE ONTO PUBLIC TEMPORARY EROSION& y RIGHT-OF-WAY. L-THE DRrANCE sucx Two 1HE SEDIMENT CONTROL A3.WE WASHING IS REDO,IT SHALL BE DONE ON AN AREA STABILIZED W/CRUSHED - ELEV.A=ELEV,B. a„ F STONE THAT DRAINS INTO AN APPROWD SEDIMENT TRAP OR SEDIMENT BASIN. GEOTEXRLE DETAILS FILTER CLOTH CHECK DAM SPACING k 9, USE SANDBAGS,STRAW BALES,OR OTTER APPROVED METHODS TO CNANNEUZE RUNOFF TO BASIN AS REpb. B 1s STABILIZED CONSTRUCTION ENTRY �oLORm.LOGYPECINGU OF BASIN ro BE NOSL AND EXTEND INCL CIND TEC 2 +J TEMPORARY SEDIMENTATION BASIN TEED OPER, musuLr W/GCMEEx 1D Gxns AND,xrErvO D ecDXD ME 1Ecz n.1 ICSH£ NONE TLz a l TO PROPER,LDGTE wslx. STONE CHECK DAM AR IRMENTS A MINIMUM DF W TO SLATE: XWF 1FCx C1.1 SGIL NLN£ PREYTNT ROw AROUND NM. € A B C 0 E F f DRAWING LIST .. SHEET GREEN LEAF CONSTRUCT,ION NUMBER DRAWING TITLE F . W . WEBB- COMPANYa COVER COVER SHEET C0.1 GENERAL NOTES AND LEGEND C1.0 EXISTING CONDITIONS PLAN 293 Bridge Street C1.1 SITE PREPARATION PLAN Massachusetts C2.0SITE PLAN Salem , C3.0 GRADING PLAN C4.0 UTILITY PLAN MAP 26, LOT 0634 C5.0 LIGHTING PLAN MAP 26, LOT 0635 C6.0 SITE DETAILS C6.1 SITE DETAILS Owner C6.2 SITE DETAILS 293 Bridge Street 297 Bridge Street TEC1 TEMPORARY EROSION &SEDIMENT CONTROL NOTES TEC2 TEMPORARY EROSION &SEDIMENT CONTROL DETAILS 295 Bridge Street Associates City of Salem c/o FW Webb Co. 93 Washington Street 160 Middlesex Turnpike Salem,: MA 01970 N Bedford, MA 01730 4 ABUTTERS LIST 11. MAP 26 LOT 0 1. MAP 26 LOT 40 0 STEVEN A. SASS &2 ELLEN GOLUB MASS BAY TRANSIT AUTHORITY 84 GROVE STREET ( PO BOX 845142 AUBURNDALE, MA 02466 BOSTON, MA 02284-5142 BOOK 33362 PAGE 110 2. MAP 26 LOT 617 0 12. MAP 26 LOT 627 0 IAN J. COX & LEO KRAUNELIS rm ~ -9 "` CAROLINE V. COX 88X2 - 90 FEDERAL STREET 4' 2 RIVER ST. - SALEM, MA 01970 SALEM, MA 01970 BOOK 35176 PAGE 575 BOOK 34406 PAGE 478 . i 14. MAP 26 LOT 628 801 q 3. MAP 26, LOT 618 0 ANDRES J. CRUZ TORRES �---' RAM CONSTRUCTION, LLC 88 FEDERAL ST. UNIT 1 ' -� - I 4 5 j 160 MIDDLESEX TURNPIKE SALEM, MA 01970 �': �` �+ V BEDFORD, MA 01730 BOOK 32988 PAGE 597 BOOK 33816 PAGE 9 15. MAP 26 LOT 628 ". _. _ d$� ✓ 02 4. MAP 26 LOT 623 801 JACQUELINE M. LANDER f , JOSEPH E. HOMAN III 2012 REV. TRUST 88 FEDERAL ST. UNIT 2 SALEM JOSEPH E. HOMAN TR. SALEM, MA 1 1 KIMBALL CT. BOOK 25952 PAGE 571 C , MA 01970 SALEM BOOK 31710 PAGE 63 16. MAP 26 LOT 629 0 JONATHAN L FELT & SUZANNE R. FELT 5. MAP 26 LOT 623 802 31 FLINT STREET MARY ANNE WILLIAMSON(jSALEM, MA 01970 102 FEDERAL ST. UNIT 2 BOOK 6892 PAGE 458 ! j SALEM, MA 01970 - - ,t . f t ✓ - r BOOK 11278 PAGE 154 17. MAP 26 LOT 630 0 KEVIN CASSIDY & LINDSAY HURLEY 6. MAP 26 LOT 623 803 84 FEDERAL STREET �- - FREDERICK S. KOOPMAN SALEM MA 01970 102 FEDERAL ST. UNIT 3 BOOK 35126 PAGE 522 SALEM, MA 01970 r BOOK 15536 PAGE 36 18. MAP 26, LOT 631 0 LINDA L LUNEAU & 7. MAP 26 LOT 624 801 CHRISTOPHER LUNEAU MITCHELL V. HENDERSON 82 FEDERAL ST. - $ 100 FEDERAL ST. UNIT 1 SALEM, MA 01970 1 % t SALEM, MA 01970 BOOK 15319 PAGE 574 l _ BOOK 14419 PAGE 2 --- 19. MAP 26, LOT 632 0 �._. 8. MAP 26 LOT 624 802 ESSEX INSTITUTE DAVID SULLIVAN 120 ESSEX ST. 1 j. 100 FEDERAL ST. UNIT 2 SALEM, MA 01970 SALEM MA 01970 BOOK 2539 PAGE 79 BOOK 24883 PAGE 219 20. MAP 26 LOT 635 0 9. MAP 26 LOT 624 803 CITY OF SALEM SARAH HARRINGTON 93 WASHINGTON STREET 100 FEDERAL ST. UNIT 3 SALEM, MA 01970 F SALEM, MA 01970 BOOK 31510 PAGE 68 BOOK 35015 PAGE 568 21. MA26' 636 0 10. MAP 26 LOT 625 0 ROLF JP FRA KOE-OTTEN & JAMES E. GAULL CYNTHIA FRANKE-OTTEN 11 CHESTNUT ST. 30 BECKFORD STREET MARBLEHEAD, MA 01945 SALEM, MA 01970 BOOK 87168 PAGE 505 BOOK 25587 PAGE 424 PROJECT NUMBER : 4511 . b CIVIL ENGINEERING BY: BUIILDING DESIGN CRITERIA: LOCUS MAP 1 LOCUS MAP 2 Jol'' N O ' N MGA / Q ♦ ( The H.L. Turner Group Inc. s � c / ♦ TURNER 27 Locke Rd. � ' �� jj/;'� `♦ Concord,New Ham shire 03301 a . � 26 ///�� /i � t:603.228.1122 &4 �� PLANNING BOARD- FHOD REVIEW �0 0040 119 341 ' r ' hiturner.com �p ,/ iENGINEERS* 0 5 . 1 8 . 17 o? / • �l R / /r ,. � ,r ARCHITECTS• BUILDING SCIENTISTS �o SITE ' 8��/�'�' / �/�� 6 /� 1 2`` �IDAaL�` N / �� , r,�i �, % i; 2 //, r 0632 f ao t / , - GROUP 0634 ,;,. CONCORD NH • HARRISON ME • LYNDONVILLE VT _ c 0� / '00V20 SITELffTLETON MA • NEW HAVEN CT ,/ fw CYlVOE , O 26 • r r ! 0631 COINSTRUCTED BY:e r 063x ;-% /�/ /� ,, / 2s /� ARCHITECT OF RECORD : Dart o SITE ,., ./ / 0 1101 ♦ f, 063 1 DESIGN-SCIENCE 01 26 6., v 0618 / •`` `,r % / / �/1 �� y,, 3 Rn � m 200 BAKER AVENUE SUITE 102 zs 26 __1 1 :,�" � � CONCORD, MA 01742 F} "' 114 L,. .-�` << �, r i 0627 Os28, r SR �J ,// / ir�i 26 I 1 / . a� 26 26 1.: /,L � Os2s1L�_ I V E D' r z26 1 1 I m ' 06171 I 063s 1 , T 26 0625 [', /` .ems � ,y GEDNEY 1 1 ' `� 1 � N 1 0624 e �oP .0623 1 1 1 I / c,'�• , .... �.,�. `L I m � � 1 1 1 ♦ ��pv �� rr}T a, ♦ / O OF PLANNING „ & ' I F F, LF=AF Cvivrlui�ITY DEVELOPMENT � ADDITION RI�� ST. 1 �%cc ./� .// SCALE: NTS SCALE: 1 " = 100' CONSTRUCTION Ne, )WM COAPANY d c� na s i SURVEY NOTES TEMPORARY EROSION & SEDIMENT CONTROL NOTES LEGEND 1. THIS PLAN WAS PREPARED FOR THE H.L. TURNER GROUP INC. FROM AN ACTUAL ON THE 1. AREAS REMAINING UNSTABILIZED FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE GROUND FIELD SURVEY CONDUCTED BETWEEN JUNE 30, 2015 AND JULY 9, 2015 AND BETWEEN TEMPORARILY SEEDED AND HAY/STRAW MULCHED. ENGINEERING GENERAL JANUARY 12 AND JANUARY 16, 2017 BY WSP, 155 MAIN DUNSTABLE RD. SUITES 120 & 125, NASHUA, NH 03060. 2. PERMANENT SEEDING SHALL OCCUR BETWEEN APRIL 1 AND JUNE 1 AND/OR BETWEEN TURNER PROPOSED EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION 2. THE HORIZONTAL DATUM SHOWN HEREON REFERENCES THE MASSACHUSETTS STATE PLANE AUGUST 15 AND OCTOBER 15. ALL SEEDING SHALL BE STRAW MULCHED. NAD83. 3. DISTURBED AREAS NOT IN PAVEMENT OR LANDSCAPED AREAS TO RECEIVE 6 INCHES OF 212 CONCRETE LOAM AND SEED, UNLESS OTHERWISE NOTED. 3. THE VERTICAL DATUM SHOWN HEREON REFERENCES NAVD88. CONTOUR INTERVALS - ---- -- - 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION CONTROL MEASURES -212.3 SPOT ELEVATIONS 4. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON LABELED WITH AN (R) ARE FROM IN ORDER TO PREVENT OFF-SITE TRACKING OF EARTH, SEDIMENT AND DEBRIS. � .,. RECORD DOCUMENTS. ADDITIONAL FIELD INVESTIGATION WILL BE REQUIRED BY OTHERS TO GROUP R=5' LENGTH OF RADIUS DESCRIPTION TREES DETERMINE THE ACTUAL PIPE SIZE(S) AND TYPE(S). 5. DUST SHALL BE CONTROLLED AS NECESSARY WITH THE USE OF WATER. h B WETLAND FLAG 5. THE PROPERTY LINE SHOWN HEREON IS A RESULT OF A BOUNDARY COMPILATION USING 6. SOILS TO BE STOCKPILED FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE TEMPORARILY - EDGE OF WOODS PLAN REFERENCES 1 AND 2 NOTED HEREON. THE BEARINGS SHOWN HEREON REFERENCE THE SEEDED AND MULCHED. ALL STOCKPILES SHALL BE ENCIRCLED WITH SILTATION FENCING. HORIZONTAL DATUM REFERENCED IN NOTE NUMBER 2 AND NOT THE BEARINGS SHOWN ON THE PLAN REFERENCES 1 AND 2. THE DIFFERENCE BETWEEN THE TWO BEARING SYSTEMS IS 0' 26' 7. ALL PERMANENT AND TEMPORARY SEEDING SHALL USE SEEDING MIXTURES AS SPECIFIED ON The H.L. Turner Group Inc. BOUNDARIES 40". THESE PLANS. A SIGNS & SYMBOLS - SEE SHEET FOR LEGEND 27 Locke Rd. PROPOSED EXISTING DESCRIPTION -� v PROPERTY LOCATION 8. REPAIR, CLEAN, AND REPLACE ANY SEDIMENT CONTROLS DAMAGED DURING AND/OR AFTER Concord, New Hampshire 03301 6. OWNERS OF RECORD: 293 BRIDGE ST. RAINFALL EVENTS. 295 BRIDGE STREET ASSOCIATES SALEM, MA 01970 t:603.228.1122 PROPERTY LINE O PARKING SPACE COUNT C/O FW WEBB CO. MAP 26, LOT 0634 9. DEWATERING FROM WORK ZONES SHALL BE DISCHARGED INTO APPROVED SEDIMENT hlturner.com 160 MIDDLESEX TURNPIKE BOOK 10346 PAGE 361 RETENTION MEASURES. THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO EXISTING PROPERTY LINE SETBACK O REMOVE BEDFORD, MA 01730 STORM DRAINAGE SYSTEMS, WATERCOURSES OR WATERWAYS. ALL CATCH BASINS SHALL ARCHITECTS ENGINEERS -BUILDING SCIENTISTS HAVE SEDIMENT FILTERS INSTALLED IN THE INLETS. MCINTIRE HISTORIC DISTRICT 297 BRIDGE: ST. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENT BC A CITY OF SALEM SALEM, MA 01970 CONTROL DEVICES AS SHOWN IN THE PLANS THROUGHOUT THE DURATION OF THE PROJECT IN 00 ABANDON IN PLACE 11 BITUMINOUS CURBING O 93 WASHINGTON STREET MAP 26, LOT 0635 ACCORDANCE WITH APPLICABLE STANDARDS. THE MEASURES SHOWN ARE MINIMUM / SALEM, MA 01970 BOOK 31510 PAGE: 68 REQUIREMENTS. fill VGC �IIr REMOVE AND RESET SURVEY PLAN REFERENCE NOTES SITE NOTES EOP EDGE OF PAVEMENTIN LEA R&S REMOVE AND SALVAGE TO OWNER 1. PLAN ENTITLED "PLAN OF LAND 297--305 BRIDGE STREET SALEM PROPERTY OF CITY OF 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SITE STONE WALL SALEM". PLAN DATED MAY 18, 2015. PLAN NOT RECORDED. AND ALL EXISTING CONDITIONS SURROUNDING IT AND THEREON. 2. PLAN ENTITLED "SALEM, MASSACHUSETTS PLAN OF LAND PREPARED FOR PETER 2. LIMITS OF WORK ARE SHOWN AS APPROXIMATE. THE CONTRACTOR SHALL COORDINATE ALL -0 FENCE PROTECT AND MAINTAIN GLENTADAKIS 311-313 BRIDGE STREET". PLAN DATED SEPTEMBER 3, 2014. PLAN ON RECORD WORK TO PROVIDE SMOOTH TRANSITIONS. THIS INCLUDES GRADING, PAVEMENT, CURBING, AT THE ESSEX COUNTY REGISTRY OF DEEDS AS PLAN BOOK 446 PLAN 69. SIDEWALKS AND ALIGNMENTS. RP REMOVE PAVEMENT 3. THE CONTRACTOR SHALL BID AND PE=RFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, , GENERAL CONSTRUCTION SEQUENCE STATE AND NATIONAL CODES, SPECIFICATIONS, REGULATIONS AND STANDARDS. �B-1 SUBSURFACE BORING 4. ALL EXCAVATIONS SHALL BE THOROI.GHLY SECURED ON A DAILY BASIS BY THE 1. INSTALL SILT FENCING AND PERIMETER CONTROLS, INLET PROTECTION, STABILIZED CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. P-1 CONSTRUCTION EXIT AND OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS PRIOR TO F.W. 1`j7FBB COlYlClil�lY TBEGINNING CONSTRUCTION, AND MAINTAIN UNTIL FINAL PAVEMENT SURFACING AND PERMANENT 5. THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION OF SITE WORK AND/OR GRADING, UTILITIES TEST PIT SITE STABILIZATION IS ESTABLISHED. IF NECESSARY. COPYRIGHT mTHE ages fL.TURNERmeats m Ibe used 7 ©"Electronic images of these documents may be used for the purpose of expeditPROPOSED EXISTING DESCRIPTION 2. DELINEATE CONSTRUCTION LIMITS. 6. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR as dawmgsandcoordins(e.g.rtructualngs this projectonly-except as excluded by individual specifications(e.g.Structural steel). h shall be unlawful _SP _ _ _ _ _ SAWCUT LINESHAL_ USE CAUTION WHEN SCALING DRAWINGS. IN CASE OF CONFLICT BETWEEN THIS PLAN to use mem for any other purpose. The Architect's or Engineer's seals shall not 3. SAWCUT AND REMOVE PAVEMENT AND CONCRETE SURFACES AND UNDERTAKE EXCAVATION SET AND ANY OTHER DRAWING AND/OR SPECIFICATION, THE ENGINEER SHALL BE NOTIFIED appear on any documents that are modified by others. The Architect shall bear �O91.) ? UTILITY POLE AS SHOWN ON DRAWINGS. STABILIZE STOCKPILES AND ENCIRCLE WITH SILT FENCING OR no responsibility for any modficationstothe original documents byothers" CATCH BASIN/DROP INLET SIMILAR SEDIMENT FILTER. COORDINATE STAGING/STOCKPILE LOCATION WITH GREEN) DEAF IMMEDIATELY FOR CLARIFICATIONS. CY) CONSTRUCTION. 7. SITE WORK SHALL BE CONSTRUCTED FROM A COMPLETE SET OF PLANS, AS NOT ALL SEWER MANHOLE TYPICAL SECTION NUMBER 4. CONSTRUCT BUILDING FOUNDATION, PREPARE GRAVELS FOR THE BASE SLAB, INSTALL FEATURES ARE DETAILED ON EVERY PLAN. THE ENGINEER IS TO BE NOTIFIED OF ANYCONFLICT WITHIN THIS SET OF PLANS. DRAIN MANHOLE SURFACE TREATMENT C5 UNDERGROUND UTILITIES, AND CONSTRUCT SITE IMPROVEMENTS AT BOTH PARCELS. SHEET LOCATION OF TYPICAL 8. EXISTING VEGETATION IS TO REMAIN UNDISTURBED WHEREVER POSSIBLE. • BOLLARD SECTION 5. ROUGH GRADE DISTURBED PORTIONS OF THE SITE. ENSURE SITE WILL DRAIN TO COLLECTION INLETS AS INDICATED ON THE PLANS. 9. THE AREA OF LAND EXPOSED AND THE TIME OF EXPOSURE SHALL BE MINIMIZED. ALL WELL DISTURBED AREAS SHALL BE STABILIZED WITHIN 72 HOURS AFTER FINAL GRADING. HOWEVER, 6. PERFORM FINAL/FINE GRADING AND PLACE FINAL PAVEMENT AND CONCRETE SUIRFACES. WORK IN ADDITIONAL SUB-PHASES MAYBE PERFORMED IF NEEDED FOR RELATED UTILITY CROSS-SECTION NUMBER EXTENSIONS CONNECTIONS OR EARTHWORK BORROW FILL, BUT IN ALL CASES BE STABILIZED D - ' DRAIN LINE C�1 CROSS-SIECTION 7. LOAM AND SEED ALL DISTURBED AREAS OUTSIDE OF HARDSCAPE SURFACES. WITHIN 72 OURS AFTER UTILITIES ARE IN PLACE OR EARTHWORK OPERATION CEASE. IN NO SHEET WHERE CROSS-SECTION CASE SHALL ANY DISTURBED AREA BE LEFT UNSTABILIZED WITHOUT EITHER PERMANENT OR SEWER LINE IS SHOWN 8. FINISH ANY REMAINING SITE CONSTRUCTION. TEMPORARY EROSION CONTROL MEASURES FOR MORE THAN 24 HOURS OR AS NEEDED TO 9. REMOVE SILT FENCE, CHECK DAMS, CONSTRUCTION EXIT AND OTHER T..MPORAR Y CONTROL ENSURE SUFFICIENT STABILIZATION DUE TO WEATHER OR OTHER CONDITIONS. SIMULTANEOUS WORK IN MULTIPLE PHASES MAY BE PERMITTED AS NEEDED, SUBJECT TO THE ABOVE: - - TELEPHONE LINE DETAIL NUMBER MEASURES ONCE FULL STABILIZATION IS ACHIEVED. CRITERIA. HOWEVER, THE CONTRACTOR SHALL NOT DISTURB AREAS THAT CANNOT SHEET SERIES WHERE DETAIL DETAIL REASONABLY BE PROPERLY STABILIZED AND MAINTAINED WITHIN 72 HOURS. OVERHEAD ELECTRIC LINE �� C2 IS SHOWN 10. CLEAN ALL DRAINAGE STRUCTURES, SWALES, AND PIPES OF SILT AND DEBRIS. 10. EXCESS SOIL MATERIAL OTHER THAN TOPSOIL SHALL BECOME THE PROPERTY OF THE E UNDERGROUND ELECTRIC LINE SHEET WHERE DETAIL 11. THIS IS THE ENGINEER'S RECOMMENDED CONSTRUCTION SEQUENCE. THE CONTFRACTOR IS CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. IS SHOWN RESPONSIBLE FOR DEVELOPING A DETAILED SEQUENCE PLAN PRIOR, TO MOBILIZATIO)N. REFER WATER LINE ALSO TO SHEET TEC1, TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 11. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED IN A LOCATION APPROVED BY KEY PLAN: THE OWNER. ALL TOPSOIL SHALL REMAIN THE PROPERTY OF THE OWNER. PROJECT TITLE I ADDRESS: FIRE HYDRANT GENERAL NOTES 12. GRANITE CURBING REMOVED FROM THE PUBLIC RIGHT-OF-WAY SHALL REMAIN THE GREEN LEAF CONSTRUCTION PROPERTY OF THE CITY OF SALEM. F.W. WEBB CO. ADDITION LIGHT POLE293 BRIDGE ST. - 1. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUICTION AND NEW MOUNTED LIGHTING FOR CONDITIONS AT THE SITE. THESE PLANS, PREPARED BY THE H.L. TURNER GROUP INC., DO UTILITY NOTES SALEM, MASSACHUSETTS NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION MAP 26,LOT 0634 CONTRACTOR NOR HIS/HER EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE 1. THE CONTRACTOR IS ADVISED THAT UNDERGROUND UTILITIES ARE PRESENT. THE OF THE WORK. THE SEAL OF THE ARCHITECT OR ENGINEER HEREON DOES NOT EX-TEND TO UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED ON RECORD UTILITY MAP 26, LOT 0635 ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE DRAWINGS. LOCATIONS ARE NOT GUARANTEED TO BE ACCURATE OR COMPLETE. IT IS THE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PRESERVE ALL UTILITY SERVICES. OWNER/APPLICANT SAFETY SYSTEMS THAT MAY BE REQUIRED BY THE U.S. OCCUPATIONAL SAFETY AND HEALTH 295 Bridge Street Associates ADMINISTRATION (OSHA) AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE C/o FW Webb Co. 2. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE MASSACHUSETTS LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS PRIOR 160 Middlesex Turnpike HIGHWAY STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, AND THE CITY OF SALEM TO THE START OF ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF Bedford, MA 01730 ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION, AND APPROPRIATE CONSTRUCTION STANDARDS. REMEDIAL ACTION SHALL BE AGREED TO BY THE ENGINEER BEFORE PROCEEDING WITH THE ISSUE: N WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT "DIGSAFE" (888) 344-7233 PLANNING BOARD REVIEW 3. ALL DISTURBED AREAS NOT OTHERWISE SHOWN TO BE TREATED SHALL BE LOANED AND AT LEAST 72 HOURS (NOT INCLUDING WEEKENDS AND HOLIDAYS) PRIOR TO INITIATING SEEDED TO SIX-INCH DEPTH. CONSTRUCTION ACTIVITIES ON THE SITE. THE CONTRACTOR IS ADVISED THAT DIGSAFE MAY ABBREVIATIONS 4. ALL NEW EARTH SLOPES SHALL BE HAY OR STRAW MULCHED. NOT LOCATE UTILITIES OFF THE PUBLIC RIGHT-OF WAY WHICH MAY BE PRESENT AT THE EROSION CONTROL SITE. LANDSCAPING 5. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING BENCHMARKS AND BOUNIDS. ALL GENERAL BENCHMARKS AND BOUNDS DISTURBED BY THE CONTRACTOR SHALL BE REESTABLISHED BY A 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES, EITHER PROPOSED DESCRIPTION OVERHEAD OR UNDERGROUND, WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE PROJ.NO.: 4511 MASSACHUSETTS LICENSED LAND SURVEYOR AT NO EXPENSE OF THE OWNER. STAMP ABAN Abandon B&B Balled & Burlapped WITH THE UTILITY COMPANIES. THE PROTECTION OR RELOCATION OF UTILITIES IS THE � F , SILTATION FENCING ACR Accessible Curb Ram BR Bare Root 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, TEMPORARY UTILITIIES AND RESPONSIBILITY OF THE CONTRACTOR. SCALE: `s P �+ 'o y ADJ Adjust L&S Loam And Seed COORDINATION WITH ALL AGENCIES IN OBTAINING ACCESS TO THE SITE AND PERFORMING ALL 4. PROPOSED RIM ELEVATIONS OF SEWER AND DRAINAGE STRUCTURES ARE APPROXIMATE. WORK REQUIRED FOR THIS PROJECT. DES-.BY: APPROX Approximate FINAL ELEVATIONS ARE TO BE SET FLUSH WITH FINISH GRADES. ADJUST ALL OTHER RIM MHM , �%• NI`' yr► BC Bituminous Curb ELEVATIONS OF MANHOLES, WATER GATES, AND OTHER UTILITIES TO FINISHED GRADE WITHIN sf?r':t STONE CHECK DAM UTILITY 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND PROVISION OF ALL TRAFFIC DRAWN BY: PDH a,� �o BOS Bottom Of Slope LIMITS OF WORK. Q .___ _ AND PEDESTRIAN CONTROL AND SAFETY FOR THE DURATION OF THIS PROJECT. - ELEV Elevation C;IP Cast Iron Pipe CONSTRUCTION ACTIVITY IN SALEM PUBLIC STREETS SHALL REQUIRE THE UTILIZATION OF CHKDBY: EXIST Existing (IMP Corrugated Metal Pipe UNIFORMED POLICE OFFICERS, COORDINATE WITH THE SALEM POLICE DEPARTMENT. 5. IF APPLICABLE, THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY MAX Maximum AGENCY PRIOR TO DISCONNECTING THE EXISTING SERVICE CONNECTIONS AT THEIR RESPECTIVE DIP Ductile ron Pipe MAINS. THE EXISTING UTILITIES SHALL BE DISCONNECTED IN ACCORDANCE WITH THE ISSUE DATE: 05.18.17 MIN Minimum 8. VERIFY TBM ELEVATIONS PRIOR TO CONSTRUCTION. NIC Not In Contract F&C Frame And Cover RESPECTIVE UTILITY COMPANIES' STANDARDS AND SPECIFICATIONS. REVISIONS NTS Not To Scale F&G Frame And Grate 9. UNLESS OTHERWISE NOTED THE TERM "CONTRACTOR" REFERS TO "SITE OR CIVIL 6. THE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL SITE CONTRACTOR TO PROVIDE PCC Precast Concrete Curb HDPE Hight Density Polyethylene Pipe CONTRACTOR". UNDERGROUND ELECTRICAL POWER TO LIGHT POLES ON ADJACENT LOT. PROP Proposed HYD Hydlrant PSI Pounds Per Square Inch INV Invert Elevation 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION, BACKFILL AND COMPACTION RAP Reclaimed Asphalt Pavement PERMITTING NOTES FOR ALL ELECTRICAL, COMMUNICATION AND NATURAL GAS CONDUITS AND PIPES IN ADDITION R&R Remove And Reset PE Polyrethylene Pipe TO ALL OTHER BURIED UTILITIES. R&S Remove And Salvage PPC Polypropylene Pipe 1. THIS PROJECT IS SUBJECT TO THE FOLLOWING PERMITS: REM Remove PVC Polyvinylchloride Pipe 8. ALL DRAINAGE STRUCTURES' INTERIOR DIAMETERS (4' MIN. UNLESS NOTED OTHERWISE) -- RET Retain RCP Reinforced Concrete Pipe PERMIT ISSUING AGENCY SHALL BE DETERMINED BY THE PRECASTER BASED ON THE PIPE CONFIGURATIONS SHOWN ON SGC Slope Granite Curb ird Galvanized Steel THESE PLANS. CATCH BASINS SHALL HAVE 4-FOOT DEEP SUMPS UNLESS NOTED OTHERWISE. RGS Ri SSWL Single Solid White Line g FLOOD SPECIAL PERMIT SALEM PLANNING BOARD CONTRACTOR SHALL EXCAVATE TEST FITS AT ALL UTILITY CROSSINGS TO VERIFY PIPE SIZES TOS To Of Slope SD Surface Drain AND ELEVATIONS PRIOR TO COMMENCING UTILITY INSTALLATION. INVERTS OUT SHALL BE Q p p TSV&B Ta n Sleeve, Valve & Box NOTICE OF INTENT SALEM CONSERVATION COMMISSION FITTED WITH HOODED OUTLET COVERS WHERE NOTED. TOW Top Of Wall PIP 9 TYP Typical lJD Underdrain NPDES CONSTRUCTION U.S. ENVIRONMENTAL PROTECTION AGENCY U.N.O. Unless Noted Otherwise IJP Utility Pole GENERAL PERMIT VGC Vertical Granite Curb VCP Vitr6fied Clay Pipe XP Explosion Proof 2. THE CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND COMPLY WITH SHEET TITLE: ALL APPLICABLE REQUIREMENTS. GENERAL NOTES & 3. THE CONTRACTOR SHALL COMPLETE A STORMWATER POLLUTION c � Cp�,C A� PREVENTION PLAN AND FILE A NOTICE OF INTENT TO OBTAIN COVERAGE LEGEND UNDER THE U.S. EPA GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. s CONTRACTOR MUST SUBMIT PROOF THE NOI IS ACTIVE PRIOR TO C5 COMMENCING ANY EARTH DISTURBING ACTIVITIES ONSITE. o f/f� 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY ADDITIONAL 11l++ PERMITS AS REQUIRED FROM THE CITY OF SALEM TO CONSTRUCT THIS o PROJECT. U 888 DIG S M 01 d cool M co it N N J A B C D E F .h K d SURVEY NOTES: 1, SITE SURVEY WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY WSP BETWEEN JUNE 30 AND JULY 9, 2015 AND BETWEEN JANUARY 12 AND JANUARY 16, 2017. 2. HORIZONTAL DATUM HEREON REFERENCES THE MASSACHUSETTS TURNERr STATE PLAN NAD83. ✓~" `"f 3. VERTICAL DATUM HEREON REFERENCES NAVD88. 4. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON LABELED w, WITH AN (R) ARE FROM RECORD DOCUMENTS. ADDITIONAL FIELD / O u, 1 11 '„ I Vll' CB - INVESTIGATION WILL BE REQUIRED BY OTHERS TO DETERMINE THE `" r�rIT /�-RIM=6.71 GROUP UNABLE TO OBSERVE ACTUAL PIPE SIZE(S) AND TYPE(S). n , 5. THE PROPERTY LINE SHOWN HEREON IS A RESULT OF A BOUNDARY / �tl !.c �FULL OF WATER COMPILATION USING PLAN REFERENCES 1 AND 2 NOTED HEREON. THE BEARINGS SHOWN HEREON REFERENCE THE HORIZONTAL DATUM C. ." - I REFERENCED IN SURVEY NOTE NUMBER 2 AND NOT THE BEARINGS _ SHOWN ON THE PLAN REFERENCES 1 AND 2. THE DIFFERENCE l Er /� / y. }, ` \t ... The H.L. Turner Grou �nC. BETWEEN THE TWO BEARING SYSTEMS IS 0" 26' 40'. RIM=6.G,J / r r/r'� f p liv4.1=5.30 (6"CPP) �, 6. WETLAND AREA FROM WESTON & SAMPSON PLAN C-1 'FORMER - ------ 1DEPTH=3.0+0 /r �� `'ice f- s °' r r� v -- 27 Locke Rd. UNIVERSAL STEEL & TRADING COMPANY CONCEPTUAL PARKING LAYOUT', it B AREA DRAIN __ r , Concord, New Hampshire 03301 RIM= 6.32 'r r r RIU=6. 8 DATED 8.15.12. THIS PLAN NOTES THE WETLAND FLAGGING WAS ilr�,r ! c. 'S y' t:603.228.1122 1.,,_ (12" FC'P�, c �: ---- _ �__ INV.1=2.10 12 UTO) CONDUCTED BY WESTON & SAMPSON ON JULY 2, 2012. '� ' ,s -- hiturner.com INV.2= 11 tb ^EI<AMIC; i '' t r .'' ✓'w DEF TH=0.•18 I DEPTH-= 3.12 1 r PLAN REFERENCES ( ARCHITECTS ENGINEERS•BUILDING SCIENTISTS (INV.` APPROXIMATE- RE:,LSC'F_ { r" / /�" ' f 1. PLAN ENTITLED "PLAN OF LAND 297-305 BRIDGE STREET SALEM PROPERTY OF CITY OF SALEM." PLAN DATED MAY 18, 2015. PLAN NOT DMFy RECORDED. C E u yr , ✓ r INV.']= 2.50 112" RCP) ~' r �'h _ 1B(t ° 2. PLAN ENTITLED "SALEM, MASSACHUSETTS PLAN OF LAND PREPARED ✓✓ I - FOR PETER GLENTADAKIS 311-313 BRIDGE STREET." PLAN DATED NV.L= 1.65 (12" PIPE) , -'" i" r'''" / t i E1=9.42 f"'�`-''1 1NV.3= 1.7 ! '' / %` I r- BOLT OVER \ SEPTEMBER 3, 2014. PLAN ON RECORD AT THE ESSEX COUNTY 9 (t`: CF.RAM!C) DEPTH= 1.90 I 'r rrr r' li MAIN OUTLET REGISTRY OF DEEDS AS PLAN BOOK 446 PLAN 69. f Y, 6 WATER ELEV.=: 3.90 :'' '{ ✓" r UTILITY NOTE (INV. 2 PIPE TYPE UNL-ETERMINABLE}I Illy 1. THE LOCATION OF THE UTILITIES AS SHOWN HEREON HAVE BEEN ry`' Y� ✓ / COMPILED FROM VISIBLE STRUCTURES AND INFORMATION OBTAINED �g er r r,. I // BIT "} \ FROM VARIOUS SOURCES. THE ACTUAL LOCATION OF ALL UTILITIES AND RIM= 5.95 ` / j l' UNDERGROUND STRUCTURES SHALL BE CONSIDERED APPROXIMATE AND INV.1= 3.55 1 r,r I r NC SHALL BE VERIFIED BY THE OWNER PRIOR TO ANY CONSTRUCTION. THE / '� O / �/ #c [.' 1-0 .` (12" CERAMIC} / �/' SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES ,.,- � SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN DEPTH= 3.8 (INVA APPROXIMA?= ,.... - r' / %, / ASSE.�:'-R: LCT '1b 632. 0 SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT -� ~ ~` - RFs:;EASED j ��`~� r `" "� NOW OR FORMERLY WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE i ,� - SEX INSTITUTE EXACT LOCATION INDICATED. ASSESSORS LOT 26 40 0 l r f. r -'`fit / / FDC �\ ESRD BOOK 2539 PACE 79 NOW OP. FORMERLYMBTA F.W. WEBB COMPANY _- J , COPYRIGHT:THE H.L.TURNER GROUP INC.2017 RIM= 6.19 '' / 6 ©"Electronic images of these documents may be used for the purpose of f ` �Q expediting shop drawings and coordination drawings for this project only-except INV.1= 1.39 (12" PIPE) / I as excluded by individual specifications(e.g.Structural steel). It shall be unlawful SMH ! INb`.2= -1.81 {24" PTFE) I r y=' N / / \ to use them for any other purpose. The Architect's or Engineer's seals shall not y'� RIM= 6.36 UEP TH= -2.76 ! r / I ti 21 I appear on any documents that are modified by others. The Architect shall bear i _ Z no responsibility for any modifications to the original documents by others' INV.1= -0.65 (24" CERAMIC) 'WATER ELEV.= -.0 / ' � > ~-` \ 9 q7' CY) INV.2= -0.74 (24" CERAMIC ,- ;(PIPE TYPE NOT OBTAINABLE) r ✓� �r 'F ✓ /� __ s INV.3= 1.76 (15 CE-RAMIC `: j j "rte f .✓ rrr" .✓ r., / J :\ 5 STORE ------ / \ , p , ✓v40 KICK BUILDING , i y • i fr ASSESSORS LCI 26. 634 O , ter', err r `f� ✓`" nim` ' / NOW OR FORMERLY // DMH a �0 C�' t ) ✓ �r /, } _ STREET ! 1 r/r r g ti I 295 BRIDGE REST l RIM= h.26 I <,) ,� err . . r �5" ASSOC, IA TES �f 0 I W Wt: BI3 INV.1= 1.96 ' ? '✓ � � INV.2= 2.01 INV.3= 1.26 L:7R1'AREAK2`nt08 PACE f J61 DEPTH= -2.29' WATER ELEV.= 3.86 r / � (0.67 ACRES+; / , (12"t OF WATER IN BOTTiOM- NO ,� 1 if r T OTHER PIPES VISIBLE) _ �� ,k � f ��✓r �}� /j / / j \ I r i -- CB ^tray O/ / FFE-_ ii � � / Y � \ 1-x; ni RIM= I r ✓ / ` ` .i u.q' INV,1= a>A7 c� / i0i _ ..- ---- DEPTH= 1_.87 / r'' IMM, -` ATE (INV.1 APD OXIM - i I RIM = 5.98 i � � �`� / KEY PLAN: INV•1= 2.58 (12" RCP; j RECESSED) r, PROJECT TITLE I ADDRESS: INV.2= 2.08 (1" RCPT iGREEN LEAF CONSTRUCTION 5" RCP, NV-4= -0.67 ('5" RCP) t ( F.W. N f / WEBB CO ADDITION WATER ELEV.= -- C „ . l DEPTH= - t.q.:.. u r . RR ° i - 293 BRIDGE ST SP SALEM, MASSACHUSETTS o ; MAP 26, LOT 0634 - ----_ r r ` ~~ II / °I I \ ASSESSORS MAP 26, LOT 0635 k / '' - ' ✓ .. , r r" 265 6,zi ` OWNERIAPPLICANT ' N F i - RECESSED) `- / o RIM=6.60 I - \ l '� „{,K t`7>1 R 574 Bridge Street Associates 1 , P A .E.. ~ ({z / i. yY .•/__- r � DCEC TH= x.05 x r` z t C/o FW Webb Co r� T'BM B 1 ( ' -ULC NOT OPEN) i _ r„ NO PIPES VISIBLE \ �I.. j! / E'L-8 G9 160 Middlesex Turnpike r ` BOLTI AREA DRAIN t` Bedford,IMA 01730 pl - r' OVER MAIN - __. -_ '' \ t / o -- t ASSESSORS LOT _'6 635 0 _- - ISSUE: fl / OUTSET 1 r i ; tSSORS L C)T 26 6 i0 NOW OR FORMERLY PLANNING BOARD REVIEW CV r r' r ~ -'r j 8!':. `l NOW OR FORMERL`," i °I � � „IT'r OF SALEM \l -- � KEVIN ASSIDY BIT. i. ( _ ____- ESRD �,�+OK 7 1�°10 PAL,. q t \ u LIND`�:�'i HURLEY ✓ / '� / f AREA=5_.490 S.F.�_ ' s5,,,, P S.-,? E •RD BOOK Go AGE uL / f, �' ( ( it / tl.'05 .AGRESt) �, 00 � � ,,,r" ! q •' j ROJ.NO.. a5tt T / ✓ Cx i O 1 ^ �� BA K. P STAMP P ,i ,;: i• X-;;�T f:;N SW CORNER OF � - ( / -7 CCNC. LIGHT POLE BASE I REPR SE . �` t N9"02'11'�`:rY =zo F j ::. r 6C5 B(T, Zl I l p FF�� t \ , -/ / I '' f - 1 1 SCALE1"=20' D DESN.8Y: MHM 711. `JR ,n ► s DRAWN BY: PDH 9^ / / -F- _J �S I ( '! I CHKDBY: '� ^� r, ✓ r , -.02 / r �{ i r ' / REAR SETBACK ✓ '° " ° ISSUE DATE: 05.18.17 TOP OF WALL BT. EL-9.38 -- FEMA 100-YR AREA--'7,172 S.F . ASSESSORS LOT 2.W 618 0 ✓' .• � � � - FLOOD LIMITS I , REVISIONS NOVI OR FORMERLY I - - .. s \ c ` ZONE AE) (0..394 A(`RESi r ;, ..• i,'.,. RAM CONSTRUCTION, l..l. ; a I �' �� "°`r" ,'r I �� N7.42` ),' ^ \ EL=10.0 -- � I j , o s ESRD SOUK ..13816 PAGE: 9 ,,.. •�" "'� °� n 1 .. \ 1 - \ 6.2�'' 1 j y ;: Own r / z - -n' O�� G C i`ISELED �t1 v ; L ON i , / r _ L _ - ,Or. t ,�,,,_„�-...._-•-••.,� y \ �`�-:ETE RETA!r�!r G�s. N 71'_55';:4"L - --..--- - -_ s / I f` / ;' /3 n ` ■ 39.00' -- - I - BIT. Yl � - .... ':SFSSit-,., !_+ T 2f> fi�'8 r2' F i I ( �� I L Z - +t" -t I II I SS OR ORMERI_-), <_: - N.:1'�i'43"`rV 12.3 ;' S . ., I -•--"`'-'+` t �_ c , '> {;1 r '�NORtS J =�: TOPPES ASSESSORS J F 'o n-n ASSESSORS LC 1 `6 W r ,. 1 ARFA= r. S.r.t _ • 9 NOW LP FORME , .- - -- - - - OR OR L'r R. 300K 88 t 59 c, McINTIRE .. . R D E 9 PA - - Q �" I . -� -8U 36'G9"' ' 10.029 .ACRESt) �` \ to KF: -, NE I� _ HISTORIC "' S �x ( � ; t � ` � � �` � � DISTRICT N�'�, ,pU M1.�' JONATHAN� -x -' ASS LOT i_tJT 26^6^8 802 .7U�ANN _ < t l i f; X _ s u - - ES. rq ESRC) BO," . 68.x.. r ,:" ,` IRF RD BOOK 351_ rJ0 R FO nK I"+r -.. -tr .. b I �. 4>J E 7.99'- PAGE JA.., EUNE M M ANDER . ,�,.,, '(,,•r � --- ESRD 6C.:K 25.,5_ PAG: 1 - ASSESSOR -EeT 2'6 619 0 / ri �' _o- d� • �' q 5� N01�1 OR ftERL Y j / I , n SKIS j I ��+r+� `8 t}C ��-- SHEET TITLE: r PETER GLENTAv. �„w " _ ESRD BOCK 961' FADE 231 i r . N87;9'51 E 1 >.v9-.. `3'r��" o , 28 `+ �� .Jk,� W �� .�� I - ASS2-ESS RS LOT 26 {) y- EXISTING CONDITIONS Ci °-0-0-0 0-0 `^ I �� o 1 ASS, _ - _ ........< �..,.�..�...... - (\GtV t)R FORMERLY ASSESSOR. LvT 2t? b1: v i 18 4 r..> '-tt r. ; pr.> -<�t ^\ x ��- ! ' NOW R FORMERLY J �:. 7 0J'1 "E 5.00' tvi C.. GAU:-I. f f :; PLAN ti .. - AN J. & CAROLINE V. C7 'O)< ? ',-- . " �0 F3 1' N6-40'2,3"W 4.9 i K 87168 PAGE I B -t .sw., .. ..sr...�+eirw.ow�.��■ Y ": 98.08 x - SRD BOO! 34406 PAGE +78 . I /�WF/ F c f. r �;f?I.J i.3. +JL. PALL 110 ( �W +- �•�. - I S-E�50R-, i_OT 26 624 801 --� ^ti ��' SES y LOT 2" 623 801 �" I �� O' R +;^i NOW OR FG-RMERL�Y N Jv U FORC ERLY I (r-�'t / S ASSESSORS LO?' 6 616 C -� ' MITCHELL. V HENDERSON o ASSESSORS LO? 26 u1G 801 I A� E �t t<S Lv Lv i>�b U WF _SE HOMAN Il! 20jE �! NOW OR FORMERLY NOW OR FORMERLY _ NOW DR Ft_Jr�41'-RL.Y S ESFcD BOOK 14119 PAGE 2 6 RIVER STREET REALTY TRUST L1"N(:)SF r S. AND E3f�E:N(:)ArJ v. ROLF �• �RANhE-OTTEN AND JOSEPHEJNOMAN TR. T.TIER u' 9 0 -� c r 2 �21 011 ESRD BOON: 23967 PAGE 47 WA„EHAM ECO D i_OCATION- � r � c � ASSESSORS Lam? 26 6_4 8LL GRAPHIC SCALE �6c ^•� N!H!A FRANKF-CTTEN 0 ESRD BOOK . 17.10 PAGE 6� o I I ESRD BOOK 27149 PAGE } SM NOT FOUND I I I ! WF8 ` WF5 NOW` OR FORMERLY ESRD G5SQ7 PAGE 424 DAVID SULLIVAN CO �1 rWF6 ES<D BOOK 2.1883 PAGE 219 / I zo 0 1a zo ao ao J ASSES +r -, LOT ---23 803 F I NOW OR FORMERLY I � I ■ FREDER!CI. S. OFhgAN WF7 ASSESSORS LOr 26 624 80C, II u) I ' E:`.RD BOOK 155;;6 PAGE: 36 � ASSE:SSORS 'L O' 26 62 802 I NOW OR FORMERLY I / ( IN FEET ) NOW OR FORME.R!._Y SARAH HARRINGTON ESRD BOOK 35015 PAGE 568 I J� I 1 inch = 20 ft. _ossssssoJ A B C D E F ,n LL imam SITE PREPARATION NOTES: I 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PROPERTY BOUNDS. ANY BOUNDS DISTURBED BY THE CONTRACTOR'S I ACTIONS SHALL BE RE-ESTABLISHED BY A MA LICENSED LAND SURVEYOR AT NO EXPENSE TO THE OWNER, CITY OF SALEM, OR THE STATE OF MASSACHUSETTS. , TURNER 2. CONTRACTOR SHALL COORDINATE LOCATION OF STAGING/STOCKPILE AREA WITH THE OWNER. SOIL STOCKPILES SHALL BE SURROUNDED BY SEDIMENT FILTERS. r If err,. 3. CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENTS ARE NOT TRACKED OR WASHED OFF-SITE TO THE PUBLIC RIGHT-OF-WAY OR ABUTTING PROPERTIES. OFF-TRACKED SEDIMENTS SHALL BE SWEPT UP NO LESS THAN ONCE PER DAY. 4. ALL ITEMS SHOWN TO BE REMOVED/ DEMOLISHED SHALL BE LEGALLY DISPOSED OF OFFSITE. / r '~ r'" "� "✓ R!M=6.71 GROUP INABLE TO OBSERVE 5. ALL DISTURBED AREAS NOT IN PAVEMENT SHALL RECEIVE A MINIMUM OF 6" LOAM AND SEED. FULL OF WATER 6. CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SAFETY AND SECURITY OF THE PROJECT AREA. ALL EXCAVATIONS SHALL d -- - - NT BE FILLED OR COVERED BEFORE CONSTRUCTION ACTIVITIES CEASE FOR THE DAY. "r,, r �Ts d r 7. INSTALL SEDIMENT FILTERS AT ALL CATCH BASIN INLETS WITHIN THE PROJECT AREA UNTIL FINAL STABILIZATION IS ,R _(: 60 "' j P&M The H.L. Turner Group Inc. ACHIEVED. INV•1-5..:30 (6"CPP} ( UTILITIES Dct'rH-3.00 i _ (U.N.0.) D° / . F 27 Locke Rd. 8. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL LANDSCAPING, UTILITIES, FENCES, STRUCTURES, CURBING AND OTHER CB AREA DRAIN CB h FEATURES UNLESS NOTED OTHERWISE. RIM= 6.3-' -- RIM=6 38 a Concor , New Hampshire 03301 d ' __-_ t:603.228.1122 INV.1-= 1.92 (12" RCP} __- - � P&M 11Pxv 1 -2,40 ('12"UTO) 9. CONTRACTOR IS ADVISED THE MUNICIPAL PARKING LOT SITE AT 297 BRIDGE STREET (ADJACENT TO THE WEST SIDE OF INV.2 5.11 (6" CERAMIC) s'✓ '� - - Ir,t _ FI=O.4F hiturner.com P&M =0 THE FW WEBB BUILDING) IS UNDERLAIN WITH CONTAMINATED SOILS THAT HAVE BEEN CAPPED WITH AN IMPERVIOUS LINER DEPTH= 3.12 r /�• - �! \ \ SEE NOTE 7 ARCHITECTS• ENGINEERS -BUILDING SCIENTISTS AND 3' TO 5' OF CLEAN GRAVEL FILL. IF THE SOILS BENEATH THE LINER ARE DISTURBED THE CONTRACTOR IS RESPONSIBLE i(INV.1 APPROXIMATE- RE=CES ED) j \ FOR LEGALLY DISPOSING OF THEM IN ACCORDANCE WITH FEDERAL REGULATIONS. 10. VERTICAL GRANITE CURBING REMOVED AND SALVAGED FROM THE BRIDGE STREET RIGHT-OF-WAY SHALL REMAIN THE DMH _ ! P&M PROPERTY OF THE CITY OF SALEM. CONTRACTOR MAY USE SALVAGED MATERIAL T01 CONSTRUCT NEW DRIVEWAY ENTRANCES IPIM._ 6.70 i P&M iNV.t= 2.50 2 RCP) "' i AS SHOWN ON THESE PLANS. {� � � LSiw �IhJ`J,2= 1.65 (12" PIPE) "' '^ t i / E1=9.42 \ 1 11. INFILTRATION TRENCH SHALL BE RECONSTRUCTED. REFER TO SHEET C4.0 FOR DETAILS. !NV.3= 1.99 (12" CERAMIC) i � r''f I r.' o �� 0#1 j80LT i;VER ,o DEPTH= 1.90 ✓ ` d'� i t��rr ` MAIN OUTLET ° 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES WITH LINES MOUNTED TO THE POLE TO ARRANGE FOR WATER ELEV.= 3,90 / i / / /G� P&M THEIR RELOCATION TO A NEW POLE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF NEW UTILITY POLE. � rs I(!NV. �' PIPE TYPE UNDETERMINABLE)I ,✓ � d� d'`�'" i ,.� P&M BIT, FENCE 13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING OVERHEAD UTILITY SERVICE TO LOT 26 631 (82 FEDERAL STREET). r• / t 14. CONTRACTOR SHALL REMOVE EXISTING BITUMINOUS CURB IN ITS ENTIRETY DURING PARKING LOT PAVEMENT REMOVAL. 16 RIM 5.95 �- 15. REFER TO THE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES (TEC1) FOR ADDITIONAL SITE PREPARATION 1Nv.1= 3.55 ( �� {� /o 12" CERAMIC) �y0 d i INFORMATION. DEPTH=- 3.85 SEE P&M / � R (Ir�'V'.1 F�. E:R(1>IMAIE d NOTE 90 LF RECESSED) -- o dam✓ ' / SEE 7V, _�1 FENCE & GATE R ASSESSORS LOT 26 40 0 l f" NOTE 12 / / ✓" NOW OR FORMERLY \ "'' ' ' / FDC SEE / 3 € NOTE 13 MBTA R&R F.W. WEBB COMPANY DMH jJt t^`�' E �8 / INSTALL SILT FENCE COPYRIGHT:THE H.L.TURNER GROUP INC.2017 RIM= 6.19 :> 1 / ^t Q>6 AS SHOWN ) ©"Electronic images of these documents may be used for the purpose of I f �} / 1 expediting shop drawings and coordination drawings for this project only except IN'l.1= 1.39 ('_ PIPE) r 1 Ilf%�� / % as excluded by individual specifications(e.g.Structural steel). If shall be unlawful SM� I INV.'= -1,81 (L4" PIPE:) d / t ti 1 l ; to use them for any other purpose. The Architect's or Engineers seals shall not RIM= 6 �b IDEP I,:- 2.76 P&M / appear on any documents that are modified by others. The Architect shall bear INV.1= -0.65 (24'; CERAMIC) I IWATER ELEV.= 3.9 i ,r' . / R ;' RP \ / norespdnsibiliryfor any mod(icationstothe orgnaldocuments byothers" CY) ING.2= -0.74 (24 CERAMit:;) (PIPE .YPE NOT OBTAIN. SEE I NOTE 7 % /oo R&S 5 - R 12 E " STOR`r NOTE t mss' ✓ ' + i -f / / 1001 LF PRICK BUILDING S RANITE EE OTE 10B / R ? d� ,C? 'J' R / \ I 1 ._SSORS LOT 26 634 0 i i t� \ f s E NOW OR FORMERLY ' , R DMH t d ,�P o NOTE 11 RIM= 6,2C� - 295 BRID,a� STREET SEE d �� .� I �( � � ��,t, P&M CON jam- f .�:. ` �'" R r,_._ _ TES C;%u F Yti WEL-�E�� NOTE 13 � INV.1= 1.96 '� :.`;`�O�IA INV. = 2.01 �t :r / CO. INV.3= 1.26 ESRD BOOK. 10;346 PAGE 36-1 DEPTH= -2.29 i / i RIP-RAP REQ'=29,108 S.F.f R&S r� j 11111 R A (0.67 ACRE7S L' ,NATER ELEV.= 3.86 % R (12"f OF WATER IN BOTTOM- NQ '`"" f25 LF OTHER PIPES VISIBLE) VGC I ®R&S x I� FIFE CB n R % CONSTRUCT AND MAINTAIN / RIM= 45 LF INV.1-4 6. \ �,, VG / STABILIZED CONSTRUCTION EXIT n / 1 4c T i0% _._.... __ .._.__._.... .._.... -..__........-_....__..._.. DEPTH=J .87 DMH (INVA APPROXIMATE---/ �dr ✓ � �r I r R �. . . / & R RIM= 5.98 d ✓ P M KEY PLAN: INV.1= 2.58 (12" pc'P) RECESSED) INV.-'= 2.08 (12' RCP) i d R SEE \1 \ , ; }:, P&M PROJECT TITLE I ADDRESS: i / NOTE 11 I - GREEN LEAF CONSTRUCTION INV.3= -0.57 (15` RCP) I + , - INV.4= -0.67 (15" RCP) .' SEE P&M \ Pa"s FENCE F.W. WEBB CO. ADDITION D i NOTE 7 RR , 0' o R l - 2, 293 BRIDGE ST. ,.�TE:k !�a_L-V.= 3.68 DEPTH=-0,62 1�� SP I l ` \ SALEM, MASSACHUSETTS � o O R EE ?: MAP 26 LOT 0634 r' �� 16.00'-' _ S _ NOTE 14 _ MAP 26, 0635 _ � N ASSESSORS ,.,� 26 631 0 0 P&M �, `\ d I - _ �- �Nl W R );iMF�R / RP ' 1 .:-,,�_` ,....} r ,�'' r, o - \ 1 J LINDA L L.i E.AI AS •,- - :.( ., .,SE.(.,} - / Ihiti1-a.t t. STAGING STOCKPILE OWNER/APPLICANT -._._ _ _-..................._.. - --� I. REA E - 5 9 ow d A SE 295 Bridge Street Associates , "'y"`.-.__. I D`PTH =3.'i"• , 3� K 1� 19 GE �� r 140I o . F, , T NOTE 14 t ' r ;. _ C/o FW Webb Co. I I ;t,J!1:_D hJ•., OPEN) ` � � STREET) Pd0 PIPES VISIBLE '~ 160 Middlesex Turnpike BOILT OVER MAIN' ,/ I � ' I AREA D`R. !N R " . � df ✓ �,/ / Oi_'TLET °I _ ASSESSORS LOT 2.6 635 0 SvORS ,)T �(` IsBsuE:o Bedford, MA 01730 r .. \ '-RL CITY OF SALEM N�.�4ti ,�R FORMERLY BIT, ✓ s' - ( IT: 1 NOW OR FQR{.1E.�L.. PLANNING BOARD REVIEW r P I INSTALL SILT FENCE \ ESRD BOOK 31510 P11=" 68 KEVIN i;ASC>C;' & y - / r 4,• AS SHOWN (TYP) /\ f '9 BOOK 510: PAC=E 1 \ ; hREA=o2,�._u S.F.t t LINDSAY . .... ! ,",'`� ✓ ` I l / u cK[ LIP �S � .. E EY �;,.,. I (1.205 ACP.ES±) \ \ 0 � p \ _ r� \l 2 � I f i ,c. ` c, 1 M A \ / ✓ '' C� �i � XL-Ci N `+NJ x,� ER 017 451 COR ST AM _ C 1 9 .- SQnrs, ."ONC,. t_Iv^T FULr EASE yr St O f' ^ . t- - -- \ 1 R, IBP v ._ 1 PROJ N 1„_20' j` 0 S AMP / '` s I REA { 1 SCALE: 11 S� BIT. i t ER / t '~ ;. 1 � s / FF I I g0 / /+ `:\ ,\ MHM * TU. 1.!P , 1 I \ DESN.BY: ll I TEMP ._. � � & P&M DRAWN BY' Q cP�� is , r w_ / f I INSTALL = Wr j 1 DH P M FFE=....., \ I I STONE CHECK DAM \ cHKDBY: FENCE' 1.02 / ' ✓ 1 t -- -- \ O REAR SETBACK '" ' 30 LF FENCE - rr ISSUE DATE: 05.18.17 j �. R �tP Ur Y�rA� r R " ✓ B!T. Y } FEMA 100-YR t _ - � ASSESSORS LOT 26 618 0 �i ��, .• _ �'• 1 I- FLOOD LIMITS REVISIONS RFA- 17,1:�. S.-.i f al� 9 i " ' NOW OR FORPAERL'� �-- - - � ■ � ZONE AE ,., RAM CONSTRUCTION, LLC a �r ` I �, "� ■ EL=10.0 - - - --- fit ESRD BOOK °3°16 PAGE 96 10 �/ ` _ ■ / r j Y J P&M FENCE o .. * ` ��• 0 r � -� �4 - =9 - :r�+' �-TQ Oi= 'rs,'ALL TB :.+• 9.71 F .9 i ,E i 1 '`� ■ \ '� ,, �j I:HfSELED Si M r R # '€ )+ :E1 ;R TE.- : _WA..-_..I R i.. ✓,''' 1 I ■ 1 - -- --- a ASSESSORS 26 628 80 / & P& ti Bre I -N 1 P M _ ° . P&M.. .II NOW 0; RMERLY ASSESSORS r' ■ 3n ■ N ES I E5 ! ?:. 29 ■ I ■ ASSESSORS _2�, DR I1� ORR _ ---- - -� l vT _ 1 ,,n - o � SSt=SSO 26 � -- R '� .1 ,.t�,, - i L7'r. ..,,..I' 12r..J S.F.f FENCE Y � NC1w : FRP � ;( `29 - WALL 9 �CRESt1 - - - ■ (ESRD BOOK. 98° PAGE. ,19? ._ CD . - L _ _ WALL NOW COR FORMERL`i v --- d _ _ ■ LEO KRAU EL.. ,_.., n- ; a S�q JOSUZANNN= L. SFE I._ � c� / / x-x .-.. i - - - - -- o : ESRD OK 1.,5 A5 _ w� E5 r 1 5= - M i ,> _ o BOOK 89- PAGE= 4a �' RF ■ FORMERt.Y - .. RD TREES & LANDSCAPING 0 PAGE 575 E - _ o A SSFSSOR'_-EOE=26 i=.19 L v �I 1 ._ X15 �- P& U.N. . ` k J: .. A.Nui`..H r M L N - - _ M U I I ":SRL K ._5952 i-A 57 NOW OR F�&1ER�'r I / ,`*� i W...�!'"" 'n r PETER, GLENTADAKI`•� t 11 ^:-� , '; '`"� �.� - 1y I SHEET TITLE: _'SRD BOOK 9637 PAGE.. 231 P{3 19 5•I E 15.`'' # f _ -0-0-0-0- - 3 52 "'N - 0-0-,D A c,.Rc „6 5 „j I ,' - I uI 62 I ASSESSORS 4Q SITE PREPARATION PLAN 0 c ', �.�, I h NOW ( R 1 ORMERLY 0 AJ_ES v:. _OT 26 1, t_ Cr NOW CR FORMERLY I ' I n. = 5.00' �'( JAMES E. t:AUt._L - LO �.,.,.. IAP: J. & CAROLINE V, CO �+ I � I '`� WF2 �=" -0 �WF4 �^t N6.4023•:^i 4.91'- ESRD 300k 87168 PAGE `;'t.` / t✓OLUE; S 1�� x - ESRD BOOK 34406 PAGE 478 I � r' _ SSS c - --...RD 3- AGE 11(r I ) / WF ? x_362 c C5 - F1 SSE ORS LOT 26 624 F"" I �' ASS .� � 26 RL 5 301 1 - _ NOW, ORL E - NOWOR FORMERLY ASSESSORS LOT 26 616 0 `` Ur E I MITCHELL V. HENDERSO'. OT o ASSESSORS LUT c6 615 8 A ��. ,., ,c i •' ORP1 r ~ NOW �R NOW OR FORMERLY I WF91 - P 12 ESRD BOOK 144419 PAGE 2 C / n� @ NOW FORMERLY Nt;W QN FOf �r3 � .r � T ASF" `�"ARE 0 6 RIVER STREET REALTY TRUS'1 LYNDSEY S. AND BRENDAN M. a. � a . K =r. ;t' P � N ROL .I. FIRAN; E. . :N,AND SE H E. HOMA:� ?',, U) ESRD BOOK 23967 PAGE 4.7 WAKEHAM RECO ,D LOCATION-�, ' . _..... _ _ •O . ASSESSORS LOT 26 624 G:,:.�,.; GRAPHIC SCALE '� `NTHA ;NArJ!:L CTTE.N O ESRD BOCK 3171. ACE 6. ESRD BOOK 27149 PAGE 43'J SMs P10T FOUND i\ ESRD K ?5`8 PAGE 424 WF8 ` WF5 NOVi` OR FURFrERL7' a s'.. ' ca I - DAVID SULLIVAN 'J ( ASSESSORS L123 807; 'rWFt ESRD BOOK 2:4883 PAGE 21 / zo o to 20 ao 80 / 1 NOW OR F�:RMERL'r E ' • W F r > I I ASSESSORS L IO T 26 624 86"' FREDERICK S. I".;OF MAN WF7 � ■ S ;13 ASSESSORS LOT 26 623 80'" NOW OR f::'ORME.RL.Y / E:..RD BOOK !,��CS,.;.` PAGE: :56 --..,, NOW OR =ORME:RL' 1 SARAH HARRINGTON I ( IN FEET ) A �` i41.L^.!L, I ESRD BOOK .:'5015 PAGE: 5x68 I � / 1 inch = 20 ft. J C A B C D E F a GENERAL NOTES: PARKING -- - Min. Standard space: 9'x19' 1. SITE SURVEY PROVIDED TO THE H.L. TURNER GROUP INC. BY WSP Accessible space: 8'x19' ON A SHEET TITLED 'EXISTING CONDITIONS PLAN, 297-305 & 309-313 BRIDGE STREET, SALEM, MASSACHUSETTS', DATED JULY 23, Use Min. Spaces Read. 2015. Warehouse & Industrial Use; 1 space per company vehicle; - Wholesale merchandise brokers: 1 space per 2 employees AD TURNER 2. HORIZONTAL DATUM HEREON REFERENCES THE MASSACHUSETTS 1 space per 1000 sf gross floor area, excluding storage area STATE PLAN NAD83. 13,900 sf warehouse (exempt) 3. VERTICAL DATUM HEREON REFERENCES NAVD88. 13,700 sf self-serve (wholesale): 14 spaces 6,000 sf showroom: 6 spaces 4. WETLAND AREA FROM WESTON & SAMPSON PLAN C-1 'FORMER 25 employees: 13 spaces UNIVERSAL STEEL & TRADING COMPANY CONCEPTUAL PARKING LAYOUT', Total Required: 33 spaces GROUP DATED 8.15.12. THIS PLAN NOTES THE WETLAND FLAGGING WAS CONDUCTED BY WESTON & SAMPSON ON JULY 2, 2012. Spaces Provided: 36 (32 on the 297 Bridge St. parcel and 4 on the 293 Bridge St. parcel) 2 of the spaces are handicap accessible for all vehicles (vans & passenger cars). Access to the existing building is via the 297 Bride St. parcel. / PLANNING & ZONING NOTES 2 loading areas are provided. g g 9 293 & 297 Bridge Street I� The H.L. Turner Group Inc. Zoned B4 (Business Wholesale & Automotive) & Flood Hazard Overlay SIDEWALK TIPDOWN, 293: Parcel 26-0634-0 MASSDOT DWG. NO. E1O7.8.O h 27 Locke Rd. 297: Parcel 26-0635-0 (TYP). SEE DETAIL 11/C6.1 Concord, New Hampshire 03301 .-~. t:603.228.1122 Dimensional Information J hlturner.com REQUIRED PROVIDED -- 1 (Lot 293) (Lot 297) g Min. Lot Area: 6,000 sf 29054.5 sf 69,783 sf ARCHITECTS• ENGINEERS-BUILDING SCIENTISTS Min. Frontage: 60 If 150.6 If 481.31 If \ Min. Lot Width: 60 If 150.6 If 481.31 If c Setbacks: t# 11 1 Front- n/a n/a n/a �A,B Side- n/a n/a n/a SIDEWALK TIPDOWN, Rear- 25' 22'(Existing) 25' MASSDOT DWG. NO. _ 1 \ L C6 CONC. � 107.2.1 (SIMILAR). C6 Z `�.cP_ �p RAMP, 110' 8' TALL CHAIN �� $ Drivex.way SEE 45' 65' 25' SEE DET IL 19/C6.1 4" SSWL % LINK FENCE. Y Entrance Width: 30' Max. 28' 67' and 30' (TYP) � ��'• NEW FENCE G Z� TO BE INTEGRATED �G ' BOLLARD. W/ EXIST FENCE -» LEA Owner: SEE DETAIL °' Own Bridge- 295 Bridge Street Associates !� �,� 1 AS INDICATED. c/o FW Webb Co. 6� L J 11/C6.0. 1 T I ' tJ I^ T I 56 �n ( L ) CONC. 160 Middlesex Turnpike 3 ��/ 0" STAIRS Bedford, MA 01730 . , 297 Bridge- City of Salem, MA OSTOAIRS The site is serviced by municipal water and municipal sewer service. ASSESSORS LOT 26 40 4 s 1 FORMERLY The site is located within a 100-year flood zone (Zone AE) as depicted on Flood Insurance Rate Map Panel 25009C0419G. NOW ORMBTA / / The 100-year flood elevation on this site is 10'. SIDEWALK TIPDOWN, i IMASSDOT DWG. NO. .611.__>' a /� F.W. WEBB COMPANY Snow will be stockpiled in the areas shown. The owner will be responsible for disposing of excess snow offsite as conditions E107.2.1 (SIMILAR)._ 5 % �; // / ` COPYRIGHT:THE H.L.TURNER GROUP INC.2017 require. SEE DETAIL 19/C6.1 �� a / "Electronic images of these doc.,ments may be used for the purpose of rf" C6 II 3 expedAmg shop drawings and coorjinatior drawings for this project only-except OC6 �� ;/ � as excl ided by ndivicual specifications(e.g.Structural steel') It shall be unlawful NEW CURB SHALL MEET ' EXISTING CURB WITH A // '/' j' 7600 SF m use them for any other purpose. The Architect s rs Engineer's seals shall not --I / / i appear on any documents that are moth ne by others. The Architect shall bear SMOOTH FLUSH JOINT (TYP) / // ADDITION / oresponsibdiyfor arymodrfcatbnsre:heorgnaldocumentsbyothers" D ✓ 6" THK. 2 ; NEW CURB SHALL MEET 4 �� / L CONC. C6 FEE=13.00' / EXISTING CURB WITH A C6 �� APRON SMOOTH FLUSH JOINT (TYP) JGG '' 4" SSWL END VGC/ SIDEWALK TIPDOWN, '/ (TYP) BEGIN BC g MASSDOT DWG. N0. E107.8.0 (TYP). SEE C�/ DETAIL 11/C6.1 o �� \ END VGC/ o_ BEGIN BC41 - 3 � C6 CONCRETE 20, RAMP ,A �(Q FpFt C6 b /�/ ' / /, TEMPORARY � L 51 _ SNOW STORAGE G I p ter— A, 1 / ' 4" SSWL � __.- 1� \ KEY PLAN: 6 THK. SGC (TYP) 20'x37' ONCRETE _ CONCRETE PAVERS \ PROJECT TITLE I ADDRESS: \ CONC. -2� SLAB SEE SHEET C4.0 GREEN LEAF CONSTRUCTION APRON END VGC/ BEGIN BC 1 POO )C (TYPDOOR F.W. WEBB CO. ADDITION 293 BRIDGE ST. RR \ SPK 1 � 1 ` SALEM, MASSACHUSETTS ' 56 / tc,OQ.�/ \ MAP 26, LOT 0634 MAP 26, LOT 0635 1 I C6 ° END VGC/ 3 BOLLARDS. SEE \ it OWNER/APPLICANT '/ BEGIN BC 1 1270 LF 8' TALL DETAIL 11/C6.0. 6 \ 295 Bridge Street Associates I I ` c/o FW Webb Co. CHAIN LINK FENCE i � C6 160 Middlesex Turnpike i Bedford, MA 01730 ASSESSORS LOT 26 67s ` ISSUE: op NOW OR FORMERi ° \ 1 s I -_ -� - t 1 PLANNING BOARD REVIEW N 1 CITY Or SALEM �fi I 1 I 1 ESRD BOOK 31514 PAGE 1 r AREA=52,4913 1 � I �o , CONCRETE j �t / 1 I �1.�05 ACRES f: RAMP i I � .001� i 1 m PROJ.NO.: 4511 STAMP R SETBACJ r„fS,P + 24' CHAIN LINK C6 \ FtEP,-- 1 SCALE: 1"=2W y1 9n moi/ 1 R ROLLER GATE .1 8 DESN.BY: MHM �+• 'a! 1 uFF_ 1 _a_ �./ 3 pN� = 4 BOLLARDS. SEE OUTDOOR 1 ' ' Tvi moi* / � ! G� DETAIL 11/C6.0. STORAGE , PDH 9, O 9000 SF r BC 1 DRAWN BY: TEMPORARY 1 SNOW STORAGE CHKD BY: _REAR SETBACK _ _ \ 1 - - r ` ISSUE DATE: 05.18.17 \ \ 1 / 1 \\ 1 3 -N t�y� FLOOD LIMITS REVISIONS \ ASSESSORS LOT 26 618 } BC + FEMA 100-YR NOW OR'. FORMERLY (ZONE AE) \\ 1 �,, (2) 10' CHAIN LINK � - 1 C6 ,�'' I \ - - - — V A RAM CONSTRUCTION, LLC i � SWING GATES 8C r� _ N7'42 \ EL=10.0 \ \ i:SRD BOOK 33816 PAGE 9 1 r••...tR�, � � I 6.2Ct, 1 � \ 1 c 12'x20' CONC. ,A r' t \ ; DUMPSTER PAD NEW FENCE TO BE t �{ 1 \ - - - 4" SSWL INTEGRATED W/ 1 1 % 1 1 TYP EXIST FENCE AS "wY -- \ / , ( ) „E f, LN71'S5'O4"E tt / - INDICATED - - r 39,00' I L \ 1 �EMPORARY 1 tvt -- 1 SNOW STORAGE g �� ° = \ I z. ,} \ 2,�NOW OR O R BOOK 983 - - 7 _ � .. . ..,... ._.�,_ TYP. � J �c FORMER!...,' D 1 CNAI'I"A�' ..e... u•+ h:e4.:. _ _ £LEO KRAUN_L 7 , a y�= — - JC G } 1 -- �I A S� 8 » -.._^ - t� FOR 8� o o _ _.�- __ -..._ __..-�._.x-_. ,� .,�..... ,_.�--�'..�� w ESRD �'vCiK x5` S� J C J SUZANNE °° --- , L- -_ -- --—�1 PAGE 5 7, Nv OR FO'2 - „ C . 7 t 1 JACi�ELINE 4 1 S2'4O'09"E 7.99' ' ES-RD I - OOK 259a,`.�.: r-.4,,._ �t 3 _ / - I I C6 --- --- ...... SHEET i I F TITLE. io— IF ASSt n JT _— SITE PLAN CFifM"RIh v� ....,cli LOT 26 617 NOW 7R FORMERLY 0 I JAMES GAUL_ WF2WF4F�3R) E)TF 81168 z . . {J -- ----------- �� N6`4O'7a'W 4 �1 , „..... ... 'AN CAROLINE V. COX WF3 � , v 1 ESRD BOO t 344n6 PAGE 478 �. F.1 ' SORB LOT 25 624 801 1 I - I I _ �. RS LOT 26 623 % . /,2,t INOW OR FORMERLY 1 —I I __._. --- ERSON- I 'SSE S f w u 'b 615 841 1 ASSESSORS LOT 26 616 O I ---- -F-- -, I � :;C'1� _U u au �' �H NOW OR III 20i 2 REV ESRD iBOOK V14419DPAGE 2 1 1 Y NOW OR FORMERLY - y WF9 '1 / N0 CR FORMERL, 1 , , !.. NOW ORF RM RL � _ 6 RIVER i`REL:" REALTY TRUST SNDSEY S. AND BRENDAN M. 1 ` I?OLM J. rRANK tTchi AN �. JOSI H��MAN TR I ,O ASSESSORS LOT 26 624 802 ESRD BOOK 2 967 PACE 47 I WAKEHAM I I I "YN`H.AAKt. OTTEN ESRD BOOK 31710 MAGE '0 , GRAPHIC SCALE t�� i WF5 NOW ORFORMERLY ESRD BOOK 27149 PAGE 439 ESRD :.7 2558; WAGE 424 WF8 e I / . i DAVID SULLIVAN I 20 0 10 20 40 so I 1 ` I I I WF6 I ESRD BOOK 24883 PAGE 219 m I / I ca 1 I ASSESSORS I._}1. 2-"2803 Nai'tV OR Fakiv9ERLY I E I ( I FREID Ri S KOOPMAN *WF7 M ,irsESSOti`,7 wO i 26 624 8{I.S ESRD 800K �> .,6 ;'AGF.. 36 �.. 1 �S,- LOT' 26 623 E?`�.<" I NOW OR F'ORMERI...Y 1 /� IYYY ■ co ( y NOW OR FORMERLY SARAH HARRINGTON ( IN FEET ) ``. W I ESRD BOOK 1z,111 t PAGE: `563 I / I 1 inch = 20 ft. I ' 4>>y�LL '` 1 f° F A B C p E a I i ER GROUP q ` - The H.L. Turner Group Inc. 4 27 Locke Rd. 7'24 Concord, New Hampshire 03301 f-7.39 y t:603.228.1122 7.6075 7.44 7.94 7.587. - hlturner.com -7.80 "�- tiro �� ARCHITECTS* ENGINEERS •BUILDING SCIENTISTS f' 7.66 7.4 8.29 1 loop / 8.19 8.43 5 6 i''' 7.8 8.1 // 8.68 8 8.54- g.0'? � 10.46 8.91 Q 8.15 6.93 \ 8.68Jr GREEN LEArm 7.32 8.5 12.94 r � -g- / 7.29 5 � 8.2 7.33 4.9 6 8.7 1 e -•> / SEE ENLARGED DETAIL FOR L�z1. �B COMPANY 6.74 % /��/ /` / NORTH ENTRANCE 1 C3.1 i .1�' COMPANY 1 5.1 0 ! , //�/ > 18.1 5 COPYRIGHT:THE H.L.TURNER GROUP INC.2017 6.94 7.1 1 7.24 ' I / i / ©"Electronic mages of these documents may be used for the purpose of 6 88 expeditng shop drawings and coordination drawings for this project only-except I r 4 as excluded by individual specifications(e.g.Structural steel). It shall be unlawful 6.48 6.20 6 ' ! / ` to use them for any other purpose. The Architect's or Engineer's seals shall not appear on any documents that are modified by others. The Architect shall bear 7600 SF no responsibility for any modifications to the original documents by others" M ADDITION r a 1 . ' 10.67 I ,FFE=13.00' L 8.4 21 7.38-/ 7.40 r.t N✓' E;>;_Oitit 1 j 7.50 i 9 7.70 7.70 9.45 5'X5' STONE APRON. PLACE / 6.40 STONE OVER NON-WOVEN 6.80 I SEPARATION FABRIC 9 T 6.71 6.76 � 8'X4' STONE 6.1 APRON. PLACE SEE ENLARGED DETAIL FOR / 1 r�F_ STONE OVER WEST ENTRANCE 1/C3.1 I 13•u' �� / y f 6.50 NON-WOVEN 9.00 6.10 7.38SEPARATION FABRIC Cil / 6.00 / 6.54 94 , KEY PLAN: . 675 `� 1 9.10 J 1 9.5 q / 8.60 I ` PROJECT TITLE I ADDRESS: / 6 7.70 8.50 �\ GREEN LEAF CONSTRUCTION 7.60 ellF.W. WEBB CO. ADDITION 5 � 9.10 N9'4 '1_,.rwr RR _3 293 BRIDGE ST. . SPK 5'X8' STONE APRON. PLACE / 8.92 "'�' SALEM, MASSACHUSETTS / STONE OVER NON-WOVEN I \,6 SEPARATION FABRIC 1 1 9.5 9 MAP 26, LOT 0634 9.20 , MAP 26, LOT 0635 N54'07'25`E / 6 7.28 7.95 / j\ , OWNERIAPPLICANT / 98 295 Bridge Street Associates ----: - C� CIO FW Webb Co. 7'X4' STONE APRON. PLACE _" 9 30 160 Middlesex Turnpike STONE OVER NON-WOVEN - 8.80 Bedford, MA 01730 SEPARATION FABRIC 8.35 N N � � o j Cb i 1 ISSUE: / I I PLANNING BOARD REVIEW / 9 5 8.85 12.90 �9.1 u / 8.90 13.00 �u I `I / / ! _ ' BUILDING UI`GHF71.17 PROJ.NO.. 4511 STAMP 9.30 F t ` SCALE: =20' H LD 9.40 MHM `ff TL. 'R OUTDOOR I '' _- � 10.00 \ l �-� 9.85 :i -01 ti / PDH '9^o 9000ASF 9.27 DRAWN BY: P� A- 00 ' 8.75 ' � •• � 9.6.4 9.50 - •�..-� � � - CHKD BY: \ \\ _ ...... ....... --- 9.30 � �_ ,r � ISSUE DATE: 05.18.17 1 r1 *0 ;)1."t FEMA 100-YR 1 REVISIONS \� \ 7.54 8.11 9.25 f.._.__: ci T.Ju ;� c..,, FLOOD LIMIT \ i t ,■ _. ,__. � ■ � .�''� � (ZONE AE) \ I rrr ■ 9 0 =10.0 \ EL \ : 8 9.02 8.60 OF WALL _ .7. x \ ,. �. . - SQUAPE � � �47.9. N I �TA[ WAL'� T tL1� - �-rrr .4` - : ■ '� N31 ..I `v1r' ?2.3b �:; _, -- 9.75 a . ... - y... �% lap ti lo o t -- - --- o8.41 0 0 In ,IRF .._U-.....� ■ ;�i J•�:• "� i r .., r \ :7• :}'(a"C '�� 'v1"VY ■ -._ - - - o y , 7,99 u7SHEET TITLE: • ■�� .- j I --m � / • Ca cliG1 - -- _ ING PLAN l �..1 5.... r .. S1 91'9 Uv -- S .®...r ......... I I / 0 F3. _ N l ✓ C tm ,. y O .F,�� wF5 GRAPHIC SCALE on / _*`WF'6 zo o 10 zo ao ao E I , IWr7 ■ ( IN FEET ) 1 inch = 20 ft. J Tt N C A B C D E F ,r a TM DRAINAGE NOTE DRAINAGE NOTES CALLOUT 12. INSTALL 15 LF 4"0 SOLID WALL PVC ELECTRICAL NOTES SDR35. 1. REPLACE EXISTING CB WITH DEEP S=0.02'/'. 1. ELECTRICAL AND COMMUNICATION SERVICES TO THE �✓' SUMP CATCH BASIN. RESIDENCE AT 82 FEDERAL ST. CROSSES F.W.WEBB'S TURNER RIM=6.60 13. INSTALL 385 SF POLYPROPYLENE PROPERTY OVERHEAD AND IS SUPPORTED BY A INV.(0)= (5.5) STORMWATER DETENTION CHAMBERS UTILITY POLE ON WEBB'S LOT. CONTRACTOR SHALL INSTALL OIL SEPARATOR HOOD OVER (R-TANK LD OR APPROVED EQUAL). COORDINATE WITH THE APPROPRIATE UTILITY 1 �� OUTLET. SEE DETAIL 1/C6.2. BOTTOM OF STRUCTURES SHALL BE SET COMPANIES TO SET A NEW POLE AND REALIGN ALL LEVEL AT 5.55. SEE DETAILS 3-9/C6.2. OF THE OVERHEAD SERVICES TO AVOID THE NEW 2. 40 LF 6"0 SOLID WALL HDPE. TIE ADDITION. IT IS THE CONTRACTOR'S RESPONSIBILITY IJ / INTO CATCH BASIN14. INSTALL 13 LF 4"0 SOLID WALL PVC TO MAINTAIN OVERHEAD SERVICE TO THE RESIDENCE RIM 6.71 Gl � oup S=0.0375'/' SDR35 & FLARED END SECTION AT AT 82 FEDERAL ST. UNABLE TO OBSERVE NEW OVERHEAD -FULL of 'WATER OUTLET. UTILITY SERVICES - 1 3. 70 LF 6"0 PERFORATED HDPE. S=0.02'/' INV.=4.0 INV. ® R-TANK = 6.45 r 1 S=0.0'/' INV. ® F.E.S. = 6.19 GENERAL UTILITY NOTES: \ w€T „ 4. 75 LF 6"0 SOLID WALL HDPE. TIE 15. INSTALL 85 LF 6"0 SOLID WALL 1. CONTRACTOR SHALL INSTALL CLASS 30 GRAY IRON F The H.L. Turner OFFSET DOWNSPOUT BOOTS AT 3 LOCATIONS TO Group Inc. \ INTO CATCH BASIN HDPE WITH FLARED END SECTIONS AT n, CREATE TRANSITION BETWEEN EXISTING ROOF � F ��__.._.__.__.______ �: 27 Locke Rd. S=0.02'/' EACH END. LEADERS AND NEW PVC ROOF DRAIN PIPE. SEE /� S=0.01'/' DETAIL 7/C6.1. ,!" �" ;�" ,,,,.-.-.._-. RIM=6 3d `a Concord, New Hampshire 03301 5. 55 LF 6"0 PERFORATED HDPE. INV. (EAST END) _ 6.34 t:603.228.1122 INV.=4.0 INV. (WEST END) - 5.49 \ IPv�'1 2'40 12"UTt7)� hlturner.com S=0.0'/' r "~ 'T' ``' INSTALL NEW ARCHITECTS- ENGINEERS•BUILDING SCIENTISTS 6. RECONSTRUCT INFILTRATION TRENCH. UTILITY POLE, SEE DETAIL 10/C6.1. - COORDINATE W/ UTILIT'> COMPANIES. 7. REPLACE EXISTING CB SEE SHEET C1.1 WITH DEEP SUMP CATCH BASIN. 15 � RIM=6.60 A'B 14 INV.(0)= (5.5) INSTALL OIL SEPARATOR HOOD OVER r '''oil, OUTLET. SEE DETAIL 1/C6.2. I8. NV. 0=5.25 135 LF 8"0 PVC SDR35 ROOF DRAIN. 7 / 0 BEEN LEAS IN INSTALL FLARED END SECTION ® OUTLET Q o� -- S=0.01'/' 0 N S T 1 9. 20 LF 6"0 PERFORATED HDPE. INV. 1=5.1 INV 5.49 = INV. 0=4.95 INSTALL PRECAST CONC. HEADWALLS ® BOTH ENDS RELOCATE UTILITY 10. INSTALL 2670 SPOLE,COORDINATE Wl F POROUS CONCRETE PAVERS (PAVEDRAIN OR UTILITY COMPANIES. APPROVED EQUAL). SEE DETAIL 9/S6.1. SEE SHEET C1.1 , /" / m NEW OVERHEAD r / UTILITY SERVICES 11. INSTALL 394 LF 4" PERF. PVC __ ,. _. __,,,__,.._.,, % /'y ", / = / F.W. VVEBB COMPANY i COPYRIGHT:THE H.L.TURNER GROUP INC.2017 SDR35 UNDERDRAIN PIPE, WITH DML4 >` SEE GENERAL / / CLEANOUTS AS SHOWN. PIPE SHALL BE RIM= 6.19 ~ / ©"Electronic images of these documents may be used for the purpose of UTIILTY NOTE 1 rap 5 INSTALLED WITH THE HOLES FACING UP IN A= 1 "" '"' ✓ / / /'/' / , MAINTENANCE as expedit drawingsandcoordins(e.g.ation awictualngs teisprIjshallbect -except as excluded b individual specifications e. Structural steel h shall be unlawful (AT THE 2 O'CLOCK AND 10 O'CLOCK F;M- -j INV2= -1 ! j ///j PORT. RIM 8.4± to use them for any other purpose. The lArchitect's orEngineer's sealsshallnot POSITION) AND SLOPED TO DRAIN AS RIM= 6.36 DEPTH= - ✓ / / / appear on any documents that are modified by others. The Architect shall bear r 7600 SF INV 1= ---0 6 24" :; ,�*AIS C f I WA TER ELEV.== .� „s ✓ m no responsibility for any modifications to the original documents by others." SHOWN TO THE (SE) CORNER OF THE ( / - / ADDITION / ijN�l.2= -0.74 { 4" CEt1I RIPE TYPE ti l f (t'-s't, 1F tsI_I , /D 4 / FFE=13.00' �`� ADDITION. t MIN. S=0.005'/'. „ t 1 ____ _.___ - ___- ._____._ .: `N" _3 1,76 X15" tFRA�I?€ >S MIN. COVER OVER PIPE = 1.22'. - .__.." := s I X4^ g �' 13 IDMH "' O ter!/ s'� //'/�� TRANSITION FROM RIM= 6.26 / ;f � � r' 0 r / SOLID WALL TO 11N11.1= 1.96 / ter/' ,lNV 2- 2.01 ��rr / 5 PERFORATED PIPE �j ' ) 4"INV.(6.25 !'NV.3= 1.26 % 7EPTH= --2.211 !WATER ELEV.= 3.86 r ✓ i / / �- 8 --'--SEE GENERAL / % '1L '"f �/ UTIILTY NOTE 1 ! (n 312"-±- OF WATER IN BOTTOM NO t � ✓� �' � �,,..., / „.,....-•J / J [OTHER PIPES VISIBLE} __ .__ •__ .___ I. /// -.~ _ CB RIM= 5.67 ei f 1 / D > - INV.1= 3.17 cv A B DEPTH= 2.87 r fINVA APPROXINIATE- 1 � err .,, � 3 KEY PLAN: --, ---' - ' CT TITLE I ADDRESS' _._ -- '. , -- GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION Q f i i 2 TRANSITION FROM 293 BRIDGE ST. ,, S rr' �;� SOLID WALL TO r PERFORATED PIPE = �' 1 ` % i SALEM, MASSACHUSETTS � I ri 11h I rzf 't i w . . .. 1 O rMAP 26 LOT 0634 .- ---�" MAP 26, LOT 0635 o r' I s r w OWNER/APPLICANT ,-'r I5 " �I'IM SEE GENERAL 295 Bridge Street Associates 1,,.... 1 c i I UTIILTY NOTE 1 c/o FW Webb Co. t ! 1 3 ' ` 1 LQI LIQ NOT C}p'cN' 11 '= NO PIS_ES "ASIBLE 60 Middlesex Turnpike -A DRAIN Bedford, MA 01730 01 �t ISSUE: PLANNING BOARD REVIEW dull £S yF I PROJ.NO.: 4511 STAMP S 1^=20' ass SCALE: S DESN.BY: MHM ± 71;. N'`DRm! OUTDOOR , �!y STORAGE DRAWN BY: PDH 9 1�O � .x., ¢ o c 9000 SFJN NDERDRAIN G+-P ,c IV.=7.67(MIN.)------------� r , 1 r. R S Tij (. ` r _ - ? --•--•----- -Y ISSUE DATE: 05.18.17 ,:, rte./ REVISIONS FEMA 100-YR FLOODA ) LIMITS f.° / I asaaa+saasaaaaaa - \ _ \ EL 1 � 0= -- ----------. ___.. i t £ '� � �`'�-''�'�•-"`.a.� xz`.s Y .. --`.`...._ i cxitcv+n+isx3mn,.3 t a & i .. aaantrsr Q taeaastaaataattt aeP ttf= r. < g i A tt N \• I __-g5,.vtceiR aarR•txaaN'+nnmAa�a+3t°�"a'ANSHEET TITLE. yaa1111tak" I 3 € , ' ? r..+�....V.+**a, ac.r«t.+•'.- �a,,,,,.....++•...►..' S �` _ UTILITY PLAN I t' aa#►st+�nawsauMaaekasaaaaatst»waaatn►wtaaaNxau ; • m _m --- WF91 l �� ' ` O �, GRAPHIC SCALE cin I 20 0 10 20 40 80 co co !' ■ IN FEET ) 1 inch = 20 ft. J A B C D E F i Luminaire Schedule CONFIRM PEDESTAL HIEGHTS StatArea_1 StatArea 3 GENERAL NOTES: Symbol Qty Label Arrangement Description PARKING SPACES AT FRONT ENTRANCE PARKING SPACES ALONG ROADWAY 1, LIGHTING CALCULATIONS, LAYOUT, & LUMINAIRE DETAILS PROVIDED 3 S4 SINGLE GLEON-AF-04-LED-EI-SL4-Nl-HSS-BZ/ RTS6A20SFN1 (201AFG) Illuminance (Fc) Illuminance (Fc) BY CHARRON, LLC, 40 LONDONDERRY TPK., HOOKSETT, NH 03106, 1 S5 SINGLE GLEON-AF-04-LED-EI-5WQ-BZ/ RTS6A20SFN1-BZ (20'AFG) Average = 1.95 Average = 2.65 603.624.4827. 3 T4 SINGLE ARB-B3-LED-DI-T4-BZ/ RTS6A15SF2 Maximum = 4.4 Maximum = 5.1 TURNER 4 W SINGLE XTORIB/ WALL MTD 15' AFG Minimum = 0.7 Minimum = 1.0 0 2 W2 SINGLE ABW-B2-LED-DI-A/ WALL MTD 12 ' AFG Avg/Min Ratio = 2 .79 Avg/Min Ratio = 2.65 EJ 2 W4 SINGLE GLEON-AF-04-LED-EI-SL4-HSS-WM/ WALL MTD AT 18 ' AFG Max/Min Ratio = 6.29 Max/Min Ratio = 5.10 StatArea_2 StatArea_4 j PARKING SPACES AT SIDE ENTRANCE FENCED IN AREA ADJACENT TO BLDG Illuminance (Fc) Illuminance (Fc) GROUP Average = 5. 65 Average = 3.89 Maximum = 7.8 Maximum = 9.0 Minimum = 3.6 Minimum = 1.5 Avg/Min Ratio = 1 .57 Avg/Min Ratio = 2.59 Max/Min Ratio = 2.17 Max/Min Ratio = 6.00 4 The H.L. Turner Group Inc. 0.0 0. 0 0.0 0.0 0 .0 0. 0 0.0 0.0 27 Locke Rd. Concord, New Hampshire 03301 + + + + + + + + + + + + + + + + t:603.228.1122 DIMENSIONS ESCUTCHEON PLATES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %'0.0 0r'0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 hlturner.com DIMENSIONS - � -QTS -- -'--- --"- �- I ARCHITECTS* ENGINEERS -BUILDING SCIENTISTS 12W,18W,26W f - 6-3l4"1177mm] + + + + + + + + + + + + ,+ + + + + + + + 3-15/76" 1 30W 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ©.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (10omm] 8"1263mm1 `. 10` -r'h (254mmll /r pit 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G.0 0.,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r I ° ° _ 17.1/2"I445mm1 l # + + # + + + + +. + + + 0.0 0.0 0.0 0.1 0.0 0.0 0.0 J0 0.0 ,. 0`'.. QKfI 0. 0.0 0.® 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �r� 21-3/4'1553mm] "B` 1 DIMENSION DATA ---' I ° � ' � __ \\\ \ �12W,18W,26W� L72W,78W,26W ` '` 5.314"(146mmi 3-58"IW2mm] + + + + + + + + + /' 1+ =' + + + + + #., \ + + + + + + Gow"OEEN .1 aew 38w 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 f i 0.1 0 0.1 1 0.1 0.1 0.1 0.0 O:Q �0 0.0 0.0 0.0 0.0 0.0 0.0 LEAF j Number of A" Standarsf Optional Arm r Light Squares Width Ann Length Length' [ 1 \ I i r"' T @ N 6.6;'8" ?68mm] 4",102mm1 � o o ] 1-4 15-1/2" 1 7" 10" 17-1/2" + + + + + + + + + + + + + + + + + + + + + + \ + + + + + (394mm) It7amml (254mm) [445mmI 0.0 0.0 0.0 0.0 .0 0.1 0.1 0.1 0.2 0.2 _ 0`-0.2 0.3 0.3 0.3 0.4 0.5 0.4 0.3 0.3 0.2 0.1 0.0 0.0 ` 0.D, 0.0 0.0 0.0 0.0 0.0 GLEON5 GALLEON LED ARM MOUNT & WALL MOUNT LUMINAIRE 0.0 0.0 0.0 0.1 .1 0. 0.1 0.1 0.1 /0.3 D_.5 0.4 0.4 0.4 0.6 0.9. -- 0.8 0.8 0 0.5 0.3 ,0.1 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 o 1 + -� + + DIMENSIONS �t0"1254mm1-� 0.0 0.0 0.0 0.0 0.1 + . +c�6 0.1 0.2 0. 0.3 0.6 ' 0.9 0. + . 0.8, 0�8 0.9`\ 0.8 O.8 8 0 0 0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 _ -- -- A _ ;:= 0 F.W. WEBB COMPANY XTOR CROSSTOUR LED WALL MOUNT LUMINAIRE ----- `'= 14•- + + + + + + + 1 / G + + + + + + COPYRIGHT:THE H.L.TURNER GROUP INC.2017 / 1 0.0 0.0 0.0 0.0 0.0 0.0 0 .1 0.1 0.2 0.2 i 0.9 - 6 1 2.V 2.0 .3 .1 i _� i 0. ` 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 } \ / ©"Electronic mages of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only-except i 2 as excluded by individual specifications(e.g.Structural steel). k shall be unlawful any other + + + + 6� ++ / + 4 �,_g 81 �� f� ; / 0.0 \0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 appear on any rdocu entspthat are modified by othersThe Architect shat bear no . 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0.2 0.3 .4-- / 0.7 f.3 2 \ � I � ` •, 1 /' � /' j' responsibility for any modifications to the original documents by others' 25-314" i + + + + + + + + + + + ( + ��..:- -4.5 2. ; o ` %i F ,/ 0.0 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 2 .4; 0.6 1.9 3 4 + + r0 0.0 0.0 0.0 0.0 + + f + + + + + + + + + + + r + + + + + + + + ` / / ' 1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 �.'�,,•'' 1.1 1. , \1.9 -fir j J j �; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _._.._- �i �% �•. /� /' \1 i /' / 76005 S /' J L \11 - ADDITI / + + + + + + + + + �'�J + / / +� + +\ + ' - + + /, '� 25-6116"(643mm) -Single Post Top- 0.0 0.0 0.0 0.0 0.0 0.0 .1 0.1 0.1 0.2 .3 0.4 ='� .'1.0 3` 2 \11. 1 4,' 1.7 2.2 3.5 3.�' �• I i r `E=== ,00' / / + + i+ + + + + / / / 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 / �' ARB ARBOR POST TOP LED LUMINAIRE 1 / / ` 0.0 0.0 0.0 0.0 0.0 .0 0.1 0.1 0.2 0.3 0,3 ,:5 9 1.4 -+�+[ .2 4.3 $ 1f�7 4 2 4 3.4 4.5 6 1- / 0.0 0. x 0.0 0.0 0.0 0.0 0.0 0.0 DIMENSIONS + + + + + + + + + + +/r + + + + + + /11 + + + 1 i / + + + + + + + +0.0 0.0 0.0 0.0 0.0 .0 0.1 C.1 0.1 0. 0.4 5 0.8 2.9 4.3 5.1 3.5 ,2.2 4 %, .2 .5 .3 3.4 5.0 6.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 . ! i i j / X �V j ��,' j '/ _ , i �� `' 0. X0.0 0 0 ] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 O. J 0.1 1 0.2 0!'L :S 0.9 1. 1. X2.8 2.44 .0} 1 1 4 2. 3.1 4.8 17.4 ] ,' /i f KEY PLAN: + + + + + + + + + + +.- �� + o+ ` + + + + + + + + + + 0 1 1 0 0.3 0 0 1.0 1.7 1 2 1. 1.1 1.3 .0 0. 0.9 1.2� T� 2.8 4.6 7. . �;' 1.2 '�-?-4' 3 01.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 PROJECT TITLE I ADDRESS: Wt v1s, 0-0 0-0 0.0 0 0.0 0. 1 �� 1247mm] \ '� ';,,,,J, �./ - � \��, � � I�\ ' / 1 �[ ,j � lJam/ GREEN LEAF CONSTRUCTION + + + + + + , + + + + - ___� -+ + + + + + +\ + + #� + + + ,t .T- + + + + + F.W. WEBB CO. ADDITION e-1/4'[21umm]-� 0.0 0 0.0 0.0 0.1 0.1 0.2 ,F1 f i 0 1� 2. 3.7 .3 1.4. .0 9 1.0 1.0 �I 0 1.0 0 0.9 .0 1.9 2. 3! 5.6 �1'' / .5 0.9 j7 /0.2 0.1 / O: i� 0.0 0.0 0.0 0.0 0.0 J,r,4 e /�--, / 1 \ `� 1� ',`' J,r -a F / r 293 BRIDGE ST. -- l , -_ I \ \\ i._`� i ,j'; %/ \ -� \ SALEM, MASSACHUSETTS Utz / _� ABW ARBOR WALL SCONCE LED WALL MOUNT LUMINAIRE 0.0 0.0 0.0 0.1 0.1 0 �•' 0. �� 1.� 3.2 3. 0 3.2/ 2.1 1 y 0.9 0. 0.9 1.0 1.1 1� -- 3 1.5 1.4\ .6 3.6 - 4: `�- . F 4. 0.6 .4 2 0.2 0.3 0.1 0.0 'C.0 0 0 0.0 0.0 0.0 0-C MAP 26, LOT 0634 J MAP 26, LOT 0635 0.0 0.0 0.0 0.1 0.1 .2 0.4i 0; - 2.9 3.3 + . 2.4 rl.4 +� 0 0 9 1.0 1. 1.3 1.4 1.5 1.6 1.7 1.7 1 \..,ilj .4/ + + .4'; 3.3 , X42 2 ai .0 0''�3 0.1 0.1 0 1 p.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OWNER/APPLICANT \ 1 1� 295 Bridge Street Associates RR v i � � ' _; � 1 c/o FW Webb Co. 0.0 0 0 0.0 i+ . 0.1 Y 1 0.2 .7 3 2.2 1.5 .0 O,t 0.9 1. 1.4 1.7 1.8 ?.2 \ O0 ,0 2• b- �-3 3�,� k W�:5 1.0 0.3 0. 0.0 0.0 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middlesex Turnpike ISSUE:Bedford, i ] f / 1 + + + + + + + CV 0.0 + .0 0.0 0 1 0.1 0. 2.92 8 + .5 _,.3�IL �c2: 1 + .8 0.7 ' 0.9 + .2 1.6 +�2.1 2.5 2.9 3.1 3.0 2.6\ 2 `�• 2.1 2.4 -.9 + .5 .4„,9 S.4 0.0 �-�(T:��0 .2 0.1 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 \ 1°� ,j PLANNING BOARD REVIEW .. .. 0.0 0.0 0.0 0.11 ( 0.1 3.8 4.7 3:$---- 3�--- 1 4 0. 0. 0.7 0.8 i 1.2 1.7 2.3 3.1 3.6 3.8 3.6 3.1 �2 4' 2 2 2- -O'- 4 0 5.6 7.to ;' 0 --1L. 0.1 0.1 0.0 0.0� \0. 0.0' 0.0 0.0 0.0 0.0 +0.0 t + + + + + + +\ + + + + + + + + (( + + + I + + + + c r' + S} + + + + 1+ , \ PROD.NO.: 4511 STAMP 0.0 0.0 0.0 0.lI { 0.1 1 i i l 6.1 5.9 4.5 3.2 .2 1. 0.9 0. 0.6 . 0.8 1 +1.2 1.7 2.4 3.4 3.9 °�4.6'" 3.8 3.3 .5 2.2 2.3 2 9!, 3.8 5.6 �1.5......-� Y \ �, 1.1� 0. 1 0.2 0.1 0.0 0.OI 0 0 0.0 0.0 0.0 0.0 0.0 q i I \ 1 -20 i I �If � � \ SCALE: + � 1 1 ( t + + + + + + + + i + + + + + + + + + + + + + + + + + f' + J } 1 0.0 0.0 0.0 0.1 0.2/ 6.3 6.0 4.8 3.2 .1 1. 0. 0 6 j 0.6 1 0.8 1.2 1.7 . 2.3 3.3 3.8 4.2 3.8 3.2 1 ([2.2 7 3. 6.9 8.8 �. i. 2 5 X1.0 .3 0.1 0.0 0.0 0.q 0.0 0.0 0.0 0.0 DESN.BY: MHM I , r DRAWN BY: PDH 0.0 0.0 0.1 0. �.9 7.3 5.8 3.4 .1 1.� 0. _ OL6 0.6 0.8 - 1�1 1.6_ 2 2 `2.9 3.5 7 3 4� 2 1 i 2 2fA7 3.� 5.2 0 7.19 1.� 51.6 0.2 0.1 0.0 0.0I 0.0 0.0 0.0 0.0 0.0 �t` \ j { i' I 1 �' t ��'� ` \ f % I CHKDBY: MHM + + + + + - + + + + + �. + �'5 +2 - -+- + + ' + + \ + + / / \ _ + 1. + + + ' + [+ + + ISSUE DATE: 05.18.17 0.0 0.0 0.11 10.1 6.0 5.8 4. �FFE�.2-- 2 1. - 1 0.I7 .7 0 8 1.1 \ 1.6 2.1 2.6 2 5 2.4{ 2.�f 2 4 .� 3�8 5.0 X6.3 6. �; 0.2 1'. 1 0.0 0.0 O.Jr 0.0 0.0 0.0 0.0 REVISIONS I W 1 I 0.0 0.0 0.0 1 .1 J 8 5.8 4.4 3.2 '2 1. +1. 0.9 1.0 1.3 1.7 2.1 2.4 - \�.4 !!� 2.4 _ 2. 2.4}� a�; t .1 .8 4\3 4.4\ 8 1C�. 1. I 0.�! 0.1 0. : q.0 0.0 0.0 0.0 0.0 Oto 0.0 ` / �i � \ , , /\ � �..�-,i' f r �� / + t, # # BACK + + - -"+ + + + + + + �+ + + + \+ \ � + + + + + 0.0 0.0 0.0 1.0 ' 1': c 2_ _4 1_ ___ -9- -� -�j T -6 1 4 -�4 1.4 \ 1.5 1\7 2.1 2.4 2 3 2 -2 5' 2.7 2.7 .0 3. 3.7 3.5 U.. 0.8 C.Z 0.0 0. / 0.0 0.0 0.0 0.0 0. / + / + �^�� ✓+ + + + + 1 +\ + + + 0.0 0.0 0.0 0 O 1 ,",,. n 1. 1.8\ .0 2.4 �` 2.8 \2.7 2 12.2 7 ,��''f 3 2 3.\ 3 r7 3.88-- 3.0'\, X0.2 0.2 }0-3 � �x 0.1 0.0 0.b 0.0 0. 0.0 0.0 0.0 i ,Zs,s ss,s: Y/ j � ``��- --- I � sit►�' �� f \ \ 1� A {zfg.ax Q 0.0 0.0 0.0, 0.i0: 0. ) 3 + . 0.8 0.8 , + .4 �l 2 8 2.9 3.2 3:� 3.5 3.6 3.0 2`.3 .2 / 2.9 33�4�.9 9 4.6 3.4 1 8}„ "' 0.1 0.1 0.1 0.0 0.0 OL O 0.0 \1 0.0 0.0 0.0 I ` l i S, f fl1fYNY Y� 7T + + 1 + 5 + + + -+ + + 1 + + + + ; ` + + + + + + + + + + + +\ 0 0.0 0.0 / 0.0 1 0.0 0. 0.1 0.1 0.2 0.3 0. 1.3 .5 3. 4.2 4.7 5.6 4.8 4.791 3.6: # 2. -i 3,r9 -- 9 5 5.5 �,2 - ,.8 6.0 3.9 1%n 4 0^�1 0.0 0.0 0.0 IO.O 0.0 0.0 0.0 110.0 0 0 W - _ ri I' �a ""� SHEET TITLE: 1 0.0 0. + ,(�:,Q, 0. 0.0 0.0 0.0 0.1 �.3 .1 2 7 4.3 - .5 _ _ 7.3 5.9 6.2 1" 4.2 2. 1 4 2.6 4.8 6.8 + -' *7 �.1.9 4.Z 0.1 0 0.0 0.0 0.0 ; .0 0.0 0.0 0.0 +�.0 . ., \ LIGHTING PLAN _ .. 0.0 0.0 0.0 .0 0. 0 0.0 IRF 0.0 0.0 0.1\ +4.4 6.7 0 4 9 2,�� -� .g + + 8 5' �.6 + ..4 �, �0.4 (r 1 0 0.0 0.a 0.0 0.0 0.0 q.0 0.0 0.0 0.0 O '- .....s---^.._,.n..ter- ��-a TAA• �!� n - �+rA e I 0.0 0.0 0.0 1 0.0 0.0 .0 0.0 0.0 0.0 0.1 9 /0 'S__ 0.4 .6 .1 0.1 0..]�_f-ti 0.1 ' '1 0.1 0.2 0.2 0 11 0.1 0.0 0.0 0.0 0.o I 0.0 0.0 0.0 0.0 .0 o.0 GRAPHIC SCALE in ,-> + + + + + + + + + + + + + + + + + f" + + + 1 + + + + �+ + + + + I + + + + + o.q o.o o.o Io.o o.b .0 0.0 0.0 0.0 0.0 0 0.0 o. Y '_ 1 0.2_ o.? 0 1 prr>� o, o.o o.o o.o o.o o.0 0.1 0.l O.b 0.0 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 m I I I I f' -_ 20 p 10 20 40 ao I - I � N1 _ _ I I , ,�; 1 �� _ 0.0 - 0.S - 0 0_ 1+0.0 o.(! 0.0 0.0 0.0 0.0 0.0 +p�.0 +0:{I.y 0.0 0.0 0.1 0.1 0.(�,'r 0.0 0.0 0.0 0.0 0.0 I 0.0 0.0 0.0 0.0 0. 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ■ j i _. I I I 1 ( IN FEET ) �., �.�,�,.�..,_�-�,�s,�,.•,r-�ry-v Y-,r 1 1 inch 20 ft. 1 + ! + + + + +�. + + + + + + + + + l +"� + + + + + + + + + + ' + + + + + + + + 1 0.0 0.0 0.0 10.0 0"� 0.0 0.0 0.0 0.0 0.0 0�0 .0 0.0 o.o o.o o.o l a..o o.o o.o o.o o.o o.0 1 0.0 0.0 0.0 0.0 �. o.o o.o o.o o.o o.o o.o o.o o.o 2 J q g C D E F a NOTES: NOTES: SECTION 12" 1. POSTS SHALL BE PLUMB. ANY POST MUTCD 1. ALL TIMBER SHALL BE PRESSURE TREATED IN ACCORDANCE W AWPA REFERENCE DESCRIPTION SECTION BENT OR DAMAGED SHALL BE REPLACED. SYMBOL DESIGN SIGN DESCRIPTION SIZE QUANTITY STANDARD C14 "WOOD FOR USE IN HIGHWAY CONSTRUCTION". PRESSURE NOTE GRAVEL TO EXTEND 1'-0'BEYOND EDGE OF PAVEMENT SPLICING SHALL NOT BE ALLOWED. TREATMENT SHALL MEET THE REQUIREMENTS OUTLINED IN AASHTO M133 AND NEW 4' BIT. CONC, PAVEMENT 2. POSTS SHALL BE SET PLUMB TOBE AS COLORLESS AS OBTAINABLE. 12" 1.5 TOP COURSE-MADOT 460 TYPE I-1 TURNER THE DEPTHS SHOWN. BACKFILL WITH PAVEMENT MUTCD R7-8 RESERVED SUITABLE MATERIAL COMPACTED IN 6" 2. TIMBER RAILS & POSTS SHALL BE #1 S4S SOUTHERN PINE. " ZY BASE COURSE-MADOT 420 TYPE 1-1 LIFTS. A R7-8 RESERVED 4 `._) 6' GRAVEL BASE COURSE, MADOT 405 = PARKING 2 .� ,.. s " r _ 12' GRAVEL SUBBASE, MADOT 401 RESERVED 12"x18 l-�, ,� n , �, ,, v PARKING COMPACTED SUBGRADE 3. USE A DRIVING CAP TO PRESERVE � THE CROSS SECTION OF THE POST. 4"x10" PT WOOD RAIL / \ BATTERED HEADS SHALL NOT BE _ (TYP) 4' CONCRETE WALKWAY WITH ACCEPTED. c yAN W.W.F. 6x6, W2.907_9 GROUP 4.„ B `° ACCESSIBLE 2 opo opo CONCRETE SI NS NOT DRIVE POSTS WITH THE II II e WALKWAYS 8' GRAVEL BASE COURSE, MADOT 405 SIGNS ATTACHED. 18 ih � o� oho C6 \\ \� \� ff-7! \ �\ 12" %i�/i i��;:/i//i". .%, /i//i ,!< COMPACTED SUBg1ADE d' VAN 5. ERECT SIGNS IN CONFORMANCE WITH I` EQUALLY SPACE DOWELS ACCESSIBLE THE "MANUAL ON "UNIFORM TRAFFIC RESERVED CONCRETE WALKS TO HAVE SNOW MELT SYSTEM IN CONCRETE BY The H.L. Turner Group Inc. CONTROL DEVICES C PARKING RESERVED 12"x18" 1 PLUMBING CONTRACTOR. SITE CONTRACTOR TO PLACE GRAVEL 00 gCmw=m PARKING BASE FORMS AND W.W.F.. PLUMBING CONTRACTOR TO INSTALL 6. NO PART OF THE POST SHALL FIN. GRADE SNOW MELT AND SITE CONTRACTOR TO PLACE AND FINISH 27 Locke Rd. o EXTEND ABOVE SIGN, WHEN THE SIGN IS IN PLACE. \ \, \ \ � CONCRETE. COORDINATE WITH PLUMBING CONTRACTOR Concord, New Hampshire 03301 L ��\ \`\ \� i \ i \ \i \ \ �\ t:603.228.1122 " \ �/ NOTES: hiturner.com OPTIONAL- INSTALL AT 7. IN PAVED OR CONCRETE LOCATIONS, � � ( \ '�\ I r 1. LOAM SHALL CONTAIN 4-20% ORGANIC MATTER & COMPLY W/ MADOT M1.05.0. VAN ACCESSIBLE A PVC SLEEVE SHALL BE USED TO ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS LOCATIONS ONLY. ALLOW FOR REPLACEMENT OF THE POST. RESERVED I I I I LOANING AND 2. SEED MIX SHALL COMPLY W/ MADOT M6.03.0 FOR GRASSPLOTS & ISLANDS. MUTCD R1-4 D PARKING RESERVED 12"x18" 1 i I I I 3 - 8. FASTEN SIGN TO POST W/ 5/6" °r° PARKING C6 SEEDING ' to MACHINE SCREW OR BOLT & SECURE ( I I I V PREPARED LOAM WITH SEED w W/ NUT & LOCK WASHER. I I I I ` \ I� -;\ \/ / \\�/.' '%\.`\�/'\' COMPACTED SUBGRADE I� GALV. STEEL 'U' CHANNEL I I I I / //\// /'\//\/ %��/ 1111 2.5 LB/FT 9. POST SHALL HAVE 3/8"0 HOLE I I SURROUNDED CRUSHED STONE I I Y BIL CONC.WALKWAY �1� DRILLED ® 1-FOOT O.C. FOR S ! MOUNTING. I I NONWOVEN GEOTEXTILE I I 1' TOP COURSE-MADOT 460 TYPE 1-1 �1 (MIRAFI 140N) TYP. --1'BASE COURSE-MADOT 420 TYPE I-1 "< 3 8'GRAVEL BASE, MADOT 405 " " � >< ,-< � -_•,�- a BITUMINOUS 75 10. ACCESSIBLE PARKING SIGN SHALL DO NOT REGULATORY 30 x30 >� �-� � �' -' '` �� -� �` BE POSITIONED ® THE HEAD OF ALL 1 N -�,�>�„>�. :,_1- r`; C6 SIDEWALK �: � \ � �' \�.•, # ;. BITUMINOUS IE DESIGNATEp ACCESSIBLE PARKING ENTER u> ; ;�//�\//�y/\//\//\ \ /�/'j/j -COMPACTED SUBGRADE PAVEMENT SPACES. ' r` SECTION 1Y ORIGINAL CUT 12' tii i\, �i " i� ; x12 PT WOOD POST (TYP.) 1.5' TOP COURSE-TYPE 1-1 \ / / TRENCH /\ .\\ \ / z %k' "c i a ti. 25' BASE COURSE-TYPE I-1 \ / e REPLACEMENT F RSA„ - ,< 10' GRAVEL SUBBASE 6 O.C. PAVEMENT TO r. u . RAILS PINNED W C6 ✓ s-` ' '`` 4' DENSE GRADED CRUSHED STONE LOCUST DOWELS PRIOR CU TO BE SAW 7 �/\ /, /\/.� ,-COMPACTED BACKFILL (TYP.) EXCAVATION �D N [BACK] NOTE GRAVEL TO EXTEND 1'-0'BEYOND EDGE OF PAVEMENT 5' BIL CONC, PAVEMENT F.W. �1'ADB COlVli tfl�l i v I ( 1.5' TOP COURSE-MADOT 460 TYPE 1-1 COPYRIGHT:THE H.L.TURNER GROUP INC.2017 �u I [FACE] L� 6 NEW 3.5' BASE COURSE-MADOT 420 TYPE 1-1 ©"Ekct�ic knages of these documents maybe used for the purpose of C6 PAVEMENT 8' GRAVEL BASE COURSE, MADOT 405 expediting shotp drawings and coordination drawings for this project only-except " �f y- as excluded bW individual specir ations(e.g.Structural steel). 1 shal be unlawful 5 10'GRAVEL SUBBASE, MADOT 401 to use them torr any other purpose.The Archged's or Engineer's seals shag not PLAN , �\\ �\ \, \\ appear on any documents that are modified by others.The Architect shall bear \ <r: COMPACTED SUBGRADE no responsinlitty for any modTications to the original documents by others' M ' 1 SIGN MOUNTING DETAIL 3 SIGN SCHEDULE 5 TIMBER GUARD RAIL 7 TYPICAL SECTIONS OF SURFACE TREATMENTS C6 C2 SCALE: NONE C6 C2 SCALE: NONE C6.0 C2 SCALE: 1/2"=1'-0" C6 C2 SCALE: NONE BASE SHALL BE PER POLE NOTES BITUMINOUS CURB SCHED. 40 HOT DIPPED MANUFACTURER'S 1. SEE SURFACE TREATMENTS DET. 15/C6 FOR GALVANIZED STEEL PIPE FILLED Qh. RECOMMENDATIONS. PAVEMENT CROSS SECTIONS WITH CONCRETE. ROUND CONCRETE CONTRACTOR SHALL REQUIRE �,^ _ AT TOP OF PIPE LICENSED PROFESSIONAL 2. INSTALLATION PER MADOT CONSTRUCTION STD. 1U11, EDGE OF / ENGINEER TO CERTIFY DESIGN COVER DWG. E106.3.0. / \ BASE 3. CURB SHALL COMPLY W/ MADOT 501. PVMT. � PLATE 5'-0" (TYP.) 2'-6^ \ _�CONC. FOOTING BELOW IN INSTALL (4) BOLLARDS \> �: AS SHOWN. 'SEE .DETAIL< "� PLAN SCH. 40 STEEL GALV. PIPE w VERTICAL GRANITE CURB 6" 12" LEVEL SIDEWALK OR KEY PLAN: .11/C6 FILLED WITH CONCRETE. ROUND a IF LOAM ' A CONCRETE AT TOP OF PIPE, io SURFACE COURSE AND SEED LOAM & SEED PROJECT TITLE I ADDRESS: TABLE OF BOLLARDS (4) #4 BARS WITH 11 ., 4 l GREEN LEAF CONSTRUCTION #3 TIES C� 12" O.C. `°' BINDER COURSE / .,, a 8" SLAB ON GRADE a r• LOCATION 0 (INCHES) # F.W. WEBB CO. ADDITION SEE DETAiL 21/c6 293 BRIDGE ST. (SIMILAR) OVERHEAD DOOR 6 2 a ° PAVEMENT CUT LINE `� / l \\i ; \ / \, ® RAMP FINISH GRADE OR GRADE SALEM, MASSACHUSETTS DUMPSTER 6 4 i I i r I MAP 26 LOT 0634 . \\ c ��: , SLIDING GATE 6 4 /\/\,'\/ \ \ / , / i�//\//\\/ /i\ CONDUIT - i C <` Jij" f \ MAP 26 LOT 0635 SWING GATE 6 2 ;\/�\/ \�\ \/�/�� -� ,...�" ,_ ,;. .\. �. ,: � / � r a o CONC. STAIRS 6 2 Z (NORTH ENTRANCE) ' \ \ X/ OWNERl�APPLICANT CONC. RAMP 6 1 ;�i // A o �j 295 Bridge Street Associates NORTH ENTRANCE 4000 PSI CONCRETE /, ' ' ' 20'-0" I 6 1 j/�� 3 TIES AT 12" O.C.----' in v VA ( ) \ I # c/o FVII Webb Co. �I ROOF LEADER \ \� �, �\ .\\ \\ \\ \\, \.\\; 160 Middlesex Tumpike r 1 0 LOADING DOCK CEMENT CONCRETE LIMITS Bedford, MA 01730 EXTERIOR CORNER 6 1 24"0 SONOTUBE FORM \\/ e i\ 90 MPH d CV PLAN OF STORAGE AREA OR FACE OF AUGERED / BASE COURSE �� \ A/� WIND LOAD HOLE. 2' DIAM. ISSUE: PLANNIING BOARD REVIEW , GRAVEL SUBBASE NOTES: NOTES: GRAVEL BASE, / 1. SEE SHEET C2.0 FOR BOLLARD LOCATIONS. MADOT 405 //\ COMPACTED SUBGRADE 1. COORDINATE LOCATION W/ '��,�/ %/��/ NOTES: SHEET C2. 2. EXACT LOCATION OF BOLLARDS TO BE �\ 1. AUGER HOLE FOR CONCRETE POST IN 2. EDGES OF PAD SHALL BE DETERMINED IN FIELD. 2'-0" UNDISTURBED SOIL. FLUSH WITH PAVEMENT. PROJ.NO.: 4511 STAMP SECTION 2. LIGHT POLE BASES SHALL BE 5000 PSI PRECAST CONCRETE SCALE: AS NOTO 9 CONCRETE DUMPSTER PAD 11 �y STEEL PIPE BOLLARD 13 PRECAST LIGHT POLE BASE 15 VERTICAL GRANITE CURBING C6 C2 SCALE: 112" = 1' DESN.BY: MHM &,19418 ti / C6 C2 SCALE: NONE C6 C2 SCALE: NONE / DRAWN BY: PDH .0 CHKD BY: r`A1.E` ISSUE DATE:: 05.18.17 1,6 3.00' LOADING DOCK BROOM FIINISH ELASTOMERIC ISOLATION JOINT w/ �+ CONTINUOUS ' " REVISIONS RADIUS TOOLED 5 _O THIS EDGIE OF DOOR PAD 1/2"0 PRE-FORMED BACKER ROD AND EDGE EXCEPT SEALANT. TYP. AT ALL HARD SURFACES. DOOR SIDE TO BE 1//4" BELOW FINISHED FLOOR - - ELEVATION. ELASTOMERIC JOINT SEALANT AT ALL HARD SURFACES. -r.r PAVEMENT ELASTOMERIC JOINT FILLER CONTINUOUS RADIUS OR TURF `'- AT ALL HARD SURFACES TOOLED EDGE SEE SHEET C2 FOR PAD DIMENSIONS SLOPE 1/4"/FT. (UNO) COORDINATE OVERALL DIMENSION BITUMINOUS BERM FND. WALL #5 ® 12" O.C. EACH ,. ^° W/ EQUIPMENT MANUFACTURER SURFACE VARIES BITUMINOUS SLOPE WAY AT CENTERt BITUMINOUS PVMT. 2% <r� c:� ';� _ . ` ;c , ° : " PAVEMENT (TYP) LIGHT BROOM FINISH S , L, s 9,.10'f } '� }f > 1; #4012 O.C.E.W. ® CTR. 3/4 CHAMFER ALL AROUND00 / 2" r 3" TYP. I FOUNDATION 6" REVEAL U.N.O. r c V n 4t N #4 ® 12" O.C. G • >^ 1 " - ~ ) /'S.� ...� • �1 J! 4000 PSI i ;�� _ y CONCRETE EACH WAY AT CENTER a y t } �C� l i;�` '�` SHEET TITLE: / ` v " `� BASE COURSE. 12" \ \\\\ r 6 COMPACTED GRAVEL BASE x r o fj\ r : MADOT 405 r z ;� i f � �cil<,l_ �"� T SITE DETAILS I.._ms's , °D BITUMINOUS BERM IS TO BE PLACED 1 ;,,\ #6 DOWELS ® 8" O.C. EMBEDDED 4 k 1 %,,* \//j�/j�%/� % /i!/j //j� ..- MONOLITHICALLY WITH BITUMINOUS PAVEMENT. \ \ \. INTO FOUNDATION AND DOOR PAD. COMPACTED GRAVE MADOT 405 's i � ya \\ \ \%j 12. GREASE DOOR PAD END OF DOWELS 12" 12' ' L ' ,� <;, \� \ \\ PRIOR TO PLACING CONCRETE. NOTE:SEE SURFACE TREATMENT /AA/AA,�� j /AA VA \ �'\ DETAIL 7/C6 FOR PAVEMENT 8 NOTE: COORDINATE LOCATION w CIVIL SITE DRAWINGS. TURF CROSS SECTIONS / %\// NOTE: PAD SHALL EXTEND 1 -0 BEYOND DOOR OPENING / C/) 8" COMPACTED GRAVEL /\ /\\/ \ ---,f EACH SIDE. UNLESS OTHERWISE NOTED. M BASE COURSE, MADOT 405 OMPACTED SUBGRADE m �17C0NC. SLAB AT LOADING DOCK �19CONCRETE DOOR PAD �21EXTERIOR EQUIPMENT PAD 3 BITUMINOUS CONCRETE CURBING iE NOTE' C6 C2 SCALE: 1/4 1 C6 C2 SCALE: 1/2 1 C7,0 C2 SCALE: 2 1 -0 �' C6 C2.1 SCALE: 1"=1' CONCRETE TO BE 4,000 PSI AIR " ' " • n = _ _ U0 ENTRAINED J C A B C D E F a i 1 5/8" TOP RAIL I _ 241-0" 10'-0" MAXIMUM 10'-0" MAXIMUM 1-5/8" TOP RAIL 6'-0» 9 GAGE, 2" MESH, Truck Assembly GALVANIZED FABRIC 4"0 CORNER OR - ? With sealed roller bearings TERMINAL POST � Y� ' ,< x � " k; EXPANS x; x 1-5 8" BRACE RAIL xSLEEVE- � ,, ," x Uprights-2 SQ..125 Wall / " � INSTALL WIRE <��` ,: ` � " ' STRETCHER BAR - Dagomals:11-1/4"SQ, .125VV811 " FASTENERS ®< > u a Q.C. T&B Top Track-6"x 3"1/4 0 ° Bottom Track-3.1/4''x3-1/4" GROUP BRACE RAIL °O \ \ All Material 6061-T6 Extruded I > °F K x X \�. .4. ._ .,A .1 'i!'• f: ,�� ->•A-. 'J.-_,;d _fv�:�' .r:3•- ;.,... .y=-._.-[ . -.�r�,�. ..,,t. w /� . w �r,x :s.: >�--• 1. 4. .�. .;,;L,s►J .,;.; �- � .�.' w >: 1/4-0/4" TENSION BAR / t Y ■ T x BAR BANDS AT INSTALL WIRE ..4 ... . : , > ' ,. NOTES: r " L 12 Q.C. o x FASTENERS ® a >. ' 1. GATE SHALL BE PROVIDED w/ PRIVACY SLATS, 4 dD$chedule40Post3 TENSION BANDS AT PROVIDING A 95% OPACITY SLATS TO BE 14 O.C. f • 5'-0' 18 "% ° The H.L. Turner Group Inc. SEPARATION STABILIZED PVC, 0.58mm THICK, CAPABLE OF ��; (, 12" p ;i%, r �,. ; %,,. .`� ,• %; %>>�,,, \`,, r,, .v <,`. RESISTING A 90 mph WIND SPEED, SIZED TO FIT 4 GATE POSTS i '<\\;:\`%�`�:y �' C,!� i,i',:'\ i\\%'\�'' �`> �/\,fir�i,✓/>;, i`;<��;'��j:`r\�•i," '`�'" i i r r o EMBED STEEL PIPE TO MESH PROVIDED. SLATS SHALL MATCH THOSE RECEIVE FOOT BOLT ROD 27 Locke Rd. r PROVIDED FOR THE CHAIN LINK FENCING ON SITE. I, t:60 3/8 r \'` " Concord, New Hampshire 03301 _ 9 GAGE, 2 MESH, ADJUSTABLE �;' :v;'rl ��;,' Detail r �, < 3.228.1122 r. > ,� _ ` GALVANIZED FABRIC 2. FENCE HEIGHT SHALL MATCH HEIGHT OF CHAIN -4000 PSI CONCRETE TRUSS ��; %% ��;"� > hiturner.com r rl I\\�'. RODS WITH I'` 2"� LINE LINK FENCING. 11t11C1C TURNBUCKLE ;<I y` Assr:nlbl� ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS POSTS >,. 1 -4 1 5/8 BTM. RAIL ;'� ! t i ,b o We k mom 4000 PSI CONCRETE lliingzir Chain Link shpwril NOTES: V-4" NOTES: Stop Bar Bran tiet:t�u1 the blot to 1. FENCES SHALL BE PROVIDED w/ PRIVACY SLATS / 1. FENCES SHALL BE PROVIDED w/ PRIVACY SLATS WHERE ten4,�a(mve) slot in thetrtick WHERE INDICATED, PROVIDING A 95% OPACITY. SLATS TO BE UV STABILIZED PVC 0.58mm THICK CAPABLE NOTED, PROVIDING A 95% OPACITY. SLATS TO BE UV $$o( Y STABILIZED PVC, 0.58mm THICK, CAPABLE OF RESISTING A 90 �'iw�c�toller OF RESISTING A 90 mph WIND SPEED, SIZED TO FIT r MESH PROVIDED. mph WIND SPEED, SIZED TO FIT MESH PROVIDED. r, •� r 2. -GRADE OF FENCE SHALL BE PARALLEL W/ FINISHED GROUND � ti� i� - ul e - � , 1 8'-0" HIGH CHAINLINK FENCE DETAIL SURFACE. 3 24 ALUMINUM SLIDE GATE '`• �.�.. 5 12'-0" WIDE DOUBLE GATE DETAIL T ' c R u C6.1 C2 SCALE: NONE 3. FENCE MATERIALS & INSTALLATION SHALL COMPLY W/ C6.1 C2 SCALE: NONE 'r C6.1 C2 SCALE: NONE MADOT 644. L EXISTING ALUMINUM NOTES: SIDEWALK ASPHALT PARKING 17-7 DOWNSPOUT --� I- j LOT 1. PAVEDRAIN PAVERS SHALL BE AS MANUFACTURED I �:= N OFFSET DOWNSPOUT PAVEDRAIN- SEE NOTE 1. BY PAVEDRAIN, LLC OR APPROVED EQUAL. 12:1 w " ' SEE SHEET C2.0 ,;� �; ---- I � 6 LOAM & CONCRETE RAMP (SHOWN) BOOT (24" SHOWN & SURFACE CROSS SECTIONS FOR MATERIALS DETERMINATION OF OR-EQUAL SUBSTITUTION SHALL BE \// '\ "f I- a SEED LOADING DOCK SIMILAR MIR.AFI 1160N NON-WOVEN AT THE DISCRETION OF THE DESIGN ENGINEER. `\\\ \\� -- > F.W. WEBB COMPANY T.O.C. ELEVATIONS VARY N S.S. MASONRY SEPARATION FABRIC \\/,'' /,�, -\ J ��j j, ENDCAP CONTACT ACF ENVIRONMENTAL 1-800-448-3636 FOR / EXPANSION ANCHORS ( ) \ COPYRIGHT:THE H.L.TURNER GROUP INC.2017 DISTRIBUTION INFORMATION. / t ( \/ \/\ \ ©"Electronic mages of these documents may be used for the purpose of 8" OF 3 4" STONE _ t- \ /,./ / expediting shop drawings and coordination drawings for this project only-except GRAVEL SUB-BASE MADOT 405 .° -• FLEXIBLE COUPLING / 2. PAVEDRAIN INSTALLATION SHALL BE IN ACCORDANCE \ \� \\ ^ L =) v Q \�\ as excluded by individual specifications(e.g.Structural steel). itshalbeunlawful (AASH TO #57). \, \ / v L7 .. ' to use them for any other purpose.The Architecrs or Engineers seals shall not WITH THE PUBLISHED PAVEDRAIN INSTALLATION MANUAL. .. -� \ `�-�_, �,_/-�, -,°.,v. � :�:: , . ,>� ;�-. .,, , �<, ..< -.�". -� • COt\uIPACT W A VIBRATORY PLATE \� _ � `� ,"- appear on any documents that arenadl'redbyothersTheArchAectshalbe ' ' , no responsibility for any modifications to the original documents by others.' 4 7 ria .s � � s � " .f% "' ': m CO�vIPACTOR TO ESTABLISH A FIRM, " " " .. _'.- 6 PVC RISER :�- :� �' x.� r�, s� .��,,� ,� �,?'-?�,,� «�.�'��.�-,� �.� _;�'�ytrr�` � �� : ,�� 3. PAVEDRAIN PAVERS MEASURE 12 x12 x5.65 . 71D, STABLE BASE. ... (LENGTHS VARY) -, ;._:, .,_U� �%' .3.ir'.'- �,.nd. ,�-"• r , �y ;��,y.c`;'��. .,��. ''''''.�I��.xr�t �;'� >. x�-��'n�,•��`;,'�:��'t,�'�"-�u�S., t:::: I •:f•L -\cj. -• i-�_ r,•x .N..j i Ia''..:C .t f'}�-^ :r�: ,Y.s;.. ,ri�..'K ,Y y�,•-;:rCr'� .;.s,.t a' it *Y I",:? t x. \_ `� i \ _ /. - COMPACTED OR 4. INSTALL PAVEDRAIN ENDCAP AROUND THE PERIMETER � .,�� ' nit •.rt' .. _,>.: :.- ,- e, '..t-,... .. ,.� �>, ,. - _ STONE UNDISTURBED SUBGRADE s -. �, ..•�, :.- ;.,_ fCLEAN 9" LAYER OF \ ' \ \/ 3/8 PEA GRAVEL FILTER OF THE PAVER LAYOUT. PROVIDE A SMOOTH, FLUSH � 1 �_, ,, r�: "t (AALSHTO #2 OR #3) TRANSITION XI GRADE. \ " " , f k+ _, -. SITION TOE ST \ 8X8 X6 PVC TEE L - a r.�a 'r a �' r r G .,�./ -i \. .7' '`;.i.:-1 x- Y{: `-��1, " ,. ',; r -<. 1 <. -< COMPACT W/ A VIBRATORY PLATE \ AND 8 SOLID WALL COMPACTOR TO ESTABLISH A FIRM, \� ,t,��j :>• `.� / �\c;'I ; SDR-35 PVC ROOF ^ r"� ` ' r' %-,.� �� R * +" :� ��_r �, z ��a. » } r -`,, x. ; e �`,e , �' `SHa f-x r STABLE BASE. 6 sa PERF. HDPE DRAIN PIPE. \ ,)':� '� X -- { ) \_-i \ " NONWOVEN GEOTEXTILE 4" PVC PERFORATED i �1 �1, /- �\�` j� ,�C., V.} �/ FILTER FABRIC \\/\%`'��' UNDERDRAIN PIPE. /\\' AASHTO 57 STONE GRADATION \ \/ /� �'�`l �.. �^ \ » " S=0.005/' MINIMUM. SEE # 7 ? / 2 -4 0 WASHED, CRUSHED 1 \/\\/ UTILITY PLAN C4 FOR ;\ \ \ „"`'y �" ` --.-f"~� STONE \!\\\ ADDITIONAL INFORMATION. MIRAFI RS280-1 GEOGRID \ SIEVE % PASSING BY WT) COMPACTED OR UNDISTURBED 1 5 100 NOTES: 1 95-100 SUBGRADE 1. DOWNSPOUTS SHALL BE MANUFACTURED BY J.R. HOE & SONS INC 0.5" 25-60 101 IRONWOOD ROAD, MIDDLESBORO, KY 40965. 1-800-245-5521, No. 4 0-10 SAND FILTER OR APPROVED EQUAL. No. 8 0-5 KEY PLAN: 2. SEE UTILITY PLAN C4.0 AND GRADING PLAN C3.0 FOR ADDITIONAL INFORMA"TION. No. 200 0-2 �\ \' \j\ PROJECT TITLE I ADDRESS: GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION /v 293 BRIDGE ST. s PAVEDRAIN INSTALLATION SECTION �10INFILTRATION TRENCH SALEM, MASSACHUSETTS 7 DOWNSPOUT BOOT & DRAIN DETAIL cs.l c2 SCALE: 1°=1'-0" MAP 26,LOT 0634 C6.1 C4 SCALE: NONE C4• SCALE: 1"=1' MAP 26,LOT 0635 OWNERIAPPLICANT A 295 Bridge Street Associates do FW Webb Co. 160 Middlesex Turnpike DRIVEWAY LEVEL LANDING W/ DETECTABLE Bedford,MA 01730 SIDEIyALK WIDTH V WARNING PANEL (PER MASSDOT DETAIL ISSUE: �' ARIES N PROFILE GRAD `� SEE SITE PLAN c2.0 E107.6.5). 1.5%* SLOPE FOR PLANNING BOARD REVIEW DRAINAGE E DOWN h6° -_ SIDEWALK A GRAN/TELEVEL* �* CURB -' ° �o ,.., o ,, ^ PROJ.NO.: 4511 STAMP x•59,* �_ i �; * �� tN F M 6" MAX' SLOP 7.5% �� n C' .3 0 SCALE: AS NOTED' LOPE 7.5%* A. LEFTS HIGH SIDES'TRANS :::: GRANITE CURB MHM IDE T i w ON 5'-0.,, DESN.BY: *, 6'-6" EDGE OF ROADWAY 34541 r" MIN DRAWN BY: PDH ` �c. 2 LOW SIDE TRANSITION 6" CURB REVEAL (NP) ST�Q RANSITION o �* h ° 2.0' MIN `''v SIDEWALK CHKD 8Y: A PLAIN CEMENT CONCRETE - I�� LIP / -PROFILE GIR ROADWAY DOWNGRADE ADE DOWN ISSUE DATE: 05.18.17 75%* MAX. REVISIONS A SLOPE LIMITS OF CEMENT CONCRETE RAMP GRANITE CURB 2.0' MIN, F RIGHT ACE OF CURB 6'-6" MINE TRANSITION W VARIES VARIES VARIES SUIRFACE STINGEDGE OF ROADWAY 6 REV EAL N 5%-15% 1.5% MAX. LENGTH & SLOPE VARIES SLOPE SLOPE LEGEND: < 1" LIP �_ W=SIDEWALK WIDTH VARIES �� x ._ _-. .��_ HSL = HIGH SIDE TRANSITION LENGTH �l DETECTABLE WARNING ` --a --�" fNOTES' W = SIDEWALK WIDTH I I PANEL (E 107.6.5) 1. SEE MASS DOT CONSTRUCTION STANDARDS DETAIL E107.8.0. f - * N SEE TYP. SFC. CC=4" 1.5%* -- ROADWAY TREATMENT 2. INSTALL CAST IRON DETECTABLE WARNING PANEL AT TIPDOWNS, LOCATED NOT We = CURB WIDTH _ SHEET TITLE: " " SIDEWALK 6" (MIN.) CONCRETE APRON CROSS-SECTIONS LESS THAN 6 NOR MORE THAN 24 FROM ROADWAY EDGE (GUTTER LINE). CC = CEMENT CONCRETE W/ 6x6 WWF W2.9xW2.9 TRUNCATED DOMES TO BE ALIGNED W/ DIRECTION OF TRAVEL. SEE ALSO MASS FOUNDATION SITE DETAILS CENTERED IN THE SLAB DOT CONSTRUCTION STANDARDS DETAIL E107.6.5. * = TOLERANCE FOR CONSTRUCTION +/-0.5% 8" NOTES: 8" GRAVEL BASE SECTION A-A 1. ROADWAY, GUTTER, & s COURSE, MADOT 405 FIRST 6" OF SIDEWALK TO ar SECTION A-A BE ADJUSTED FOR FIELD o CONDITIONS H 01 2. USABLE SIDEWALK WIDTH o` = W-Wc, & SHALL NOT BE n LESS THAN 4'-0". Cc 3. DETAIL PER MASSDOT C ' 11 SIDEWALK THROUGH DRIVEWAY W CURB RETURNS �19SIDEWALK TIPDOWN W DETECTABLE WARNING PANEL DRAWING No. E ,07.2.1. E C6.1 C2 SCALE: NONE C6.1 C2 SCALE: NONE UQcoCcJ A B C D E F a 0- 28.15" 15.75" NOTES: TURNER 1. CONCRETE SHALL BE AIR ENTRAINED: 4,000 PSI AFTER 28 DAYS (MIN), CEMENT PER ASTM C-150. 1: NOTES: 2. STRUCTURE REINFORCED TO WITHSTAND H2O LOADING PER ASTM A-185 & ASTM A-615, PLACED PER AASHTO M199. MINIMUM OF 0.12 SQ. IN STEEL REINFORCING PER VERTICAL FOOT. 1" CLEAR COVER OVER REINFORCING. ' �"N� 1.' FOR COMPLETE MODULE DATA,SEE APPROPRIATE R-TANICLD SHEET(MINI MODULE,SINGLE MODULE,DOUBLE MODULE,TRIPLE MODULE,QUAD r; r MODULE,OR PENTA MODULE). 3. OUTSIDE EDGES OF PIPES MAY PROJECT NOT MORE THAN 4" BEYOND THE INSIDE WALL OF THE STRUCTURE 2. PRE-TREATMENT STRUCTURES NOT SHOWN. MEASURED AT CENTERLINE OF PIPE. ' 3. FOR INFILTRATION APPLICATIONS,BASE SHALL BE 4"MIN.UNCOMPACTED FREE DRAINING BACKFILL(SPEC SECTION 2.03B)TO PROVIDE A LEVEL BASE SURFACE.MUST BE SMOOTH,FREE OF LUMPS OR DEBRIS,AND EXTEND 2'BEYOND R-TANKLD FOOTPRINT. A BEARING CAPACITY OF 2,000 GROUP 4. PRECAST SECTIONS SHALL HAVE A SHIPLAP JOINT APPROXIMATELY CENTERED IN THE WIDTH OF THE WALL ANDPSF MUST BE ACHIEVED PRIOR TO INSTALLING R-TANI(LD. SHALL BE ASSEMBLED USING MORTAR IN ALL JOINTS. PLAN VIEW END VIEW 5. PIPE TO MANHOLE CONNECTIONS SHALL BE FLEXIBLE PIPE SLEEVES CONFORMING TO ASTM C923, CAST IN OR CORE DRILLED. a BACKFILL COMPACTED TO 95%STANDARD 6.TIGHT.LID WALL HDPE PIPE SHALL COMPLY WITH AASHTO M924-97. TYPE S. BELL AND SPIGOT JOINTS SHALL BE SILT 2815" ' _5 PROCTOR DENSITY.TOTAL HEIGHT OF The H.L. Turner Group Inc. �`', , BACKFILL SHOULD NOT EXCEED 3'. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND THESE DRAWINGS. 27 Locke Rd. mK✓ " i UTI 6"LOAM& LIN MARKERS AT COVER FROM FINISH Concord, New Hampshire 03301 7. FRAME & GRATE MAY BE CAST INTO TOP SLAB OR INSTALLED TO MEET MASSDOT CONSTRUCTION STANDARDS. "-' ` u � .. ,. CORNERS(TYP.) 1::.,,.;1 , „ , GRADE T t:603.228.1122 I I y.K/ cs'ci.`ff Id 4 ; tlt'tIl ltd lF E!'t�j ' '3 Itl I'!.d i�i,f: OPENING SHALL BE THE SAME SIZE AND TYPE AS EXISTING. c " � � ,x,- 1 r '.', 'fl ' '1; ' Ij? ;,E' ;( 4 18"t(SEE GRADING TANK. hlturner.com PLA 8. CATCH BASIN HOODS SHALL NE INSTALLED OVER PIPE INLET AND SHALL MEET MASSDOT STANDARD E 201.12.0. p - rri /k f I - �; `,�:`' a' - ARCHITECTS• ENGINEERS•BUILDING SCIENTISTS :i 11 I I 1 it E "•��{{ 7�`1' '-t ��i '� _ I xxnn yII{iSg V // 1 SIDE VIEW R� INLET PIPE S=0.02'r PIPE OUTLET �M MANHOLE TO CONFORM TO I" ASTM SPEC C-478 3"MIN. Y _ ` - - - - - - - - - ELASTOMERIC BOOT PLAN VIEW 2'-0" 24" tz MODULE DATA R-TANICLD UNITS WRAPPED IN GEOTEXTILE (GEOTEX 801 OR EQUIVALENT) BASE:3"MIN.FREE DRAINING BACKFILL(SPEC SIDE BACKFILL:24"MIN.OF FREE DRAINING ! •� p GEOMETRY:LENGTH=28.15 IN.(715 MM) LOAD RATING: 30 PSI,(MODULE ONLY) SECTION 2.038)COMPACTED TO 95%STANDARD BACKFILL(SPEC SECTION 2.0313):STONE<1.5" 1 INLET OUTLET WIDTH=15.75 IN.(400 MM) EXCAVATION LINE PROCTOR DENSITY IS REQUIRED TO PROVIDE A LEVEL OR SOIL(USCS CLASS GW,GP,SW OR SP). BASE SURFACE.MUST BE SMOOTH,FREE OF LUMPS MUST BE FREE FROM LUMPS,DEBRIS AND r HEIGHT=17.32 IN.(440 MM)4 o (AND IMPERMEABLE LINER IIF REQUIRED) OR DEBRIS,AND EXTEND 2'BEYOND R-TANKLD OTHER SHARP OBJECTS.SPREAD EVENLY TO TANK VOLUME=4.44 .22 CFMATERIAL: RECYCLED FOOTPRINT. A BEARING CAPACITY OF 2,000 PSF MUST PREVENT R-TANKt•D MOVEMENT.COMPACT o OUTLET STORAGE VOLUME=4. • POLYPROPYLENE /o OLYPROPYLENE BE ACHIEVED PRIOR TO INSTALLING R-TANKLD. NATIVE SIDE BACKFILL WITH POWERED MECHANICAL 4'-0" MIN. HOOD VOID INTERNAL VOLUME: SMALL PLATES PER SOILS MAY BE ACCEPTABLE IF DETERMINED TO BE COMPACTOR IN 12"LIFTS. F.W. WMB C�lY1tA1�1 1 SEAL ALL PRECAST JOINTS WITH AN VOID SURFACE AREA:90% SEGMENT/TOTAL: 4/4 STABLE BY OWNER'S ENGINEER.(SEE NOTE#3) COPYRIGHT:THE H.L.TURNER GROUP INC.2017 APPROVED BITUMAST1C SEAL AND ©'Electronic images of these documents may be used for the purpose of R P COAT INSIDE OF STRUCTURE JOINTS expediting shopdrawngsandcoordinationdrawi;gsforthisprojectonly-except 0WITH MORTAR as excluded by individual specifications(e.g.Structural steed. It shall be unlawful to use them for any other purpose.The Architect's or Engineer's seals shall riot appear on any documents that are modified by others.The Architect shall bear \j NOTES: no responsibility for any modifications to the original documents by others' 1. CONTRACTOR SHALL INSTALL DRAINWATER RETENTION SYSTEM AS INDICATED ON THE PLANS. CONTACT ACF j COMPACTED M ENVIRONMENTAL FOR FULL SPECIFICATIONS AND DETAILS (800-448-3636). SAND-GRAVEL BACKFILL IN 6" LAYERS 2. ALL COMPONENTS (MAINTENANCE ACCESS, INSPECTION PORT, GEOTEXTILES & LINERS, & MODULAR 2"- 3/4" CRUSHED SUBSURFACE RETENTION SYSTEM) SIHALL BE PROVIDED BY A SINGLE DISTRIBUTOR. STONE BASE 3. CONTRACTOR SHALL CONTACT ACF ENVIRONMENTAL FOR A PRECONSTRUCTION MEETING ONSITE PRIOR TO /�\\ �j\\ �\� j�\\ j\\ ; INSTALLATION OF THE MODULAR SUBSURFACE RETENTION SYSTEM. 4. ALL INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S PUBLISHED INSTALLATION MANUAL & SPECIFICATIONS. 1 DEEP SUMP CATCH BASIN 3 STORMWATER RETENTION SYSTEM UNIT (R-TANK LD DETAILS 5 STORMWATER RETENTION SYSTEM UNIT TYPICAL SECTION C6.2 C4 SCALE: NONE C6.2 C4 SCALE: NONE C6.2 C4 SCALE: NONE i y I KEY PLAN: PROJECT TITLE/ADDRESS: GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION 293 BRIDGE ST. 16.25"FRAME AND SALEM, MASSACHUSETTS END VIEW OF PIPE/FABRIC CONNECTION. BACKFILL COMPACTED TO COVER MAP 26 LOT 0634 ?.... - REINFORCED 1 ST CLrr ' CUT AN"X"IN THE FABRIC SLIGHTLY j L i o LARGER THAN PIPE,PULL THE FABRIC y <` 95/o;STANDARD PROCTOR 12"DIA.PVC CONCRETE COLLAR MAP 26,LOT 0635 r NON-CORROSIVE HOSE DENSITY MAINTENANCE AROUND THE PIPE TO CREATE THE"BOOT" i1n to s' H CLAMP OR TAPE USED TO NOTES PORT WHERE REQUIRED FINAL CUT OWNER/APPLICANT AND THEN SECURE WITH A HOSE-CLAMP. h `ter - r��'�'> 1r • THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM PAVED SURFACE `; t FASTEN FABRIC TO PIPES )I f ," 295 Bridge Street Associates TO PREVENT BACKFILL AND RE-SUSPEND ACCUMULATED SEDIMENT SO THAT IT C FW Webb Co. MAY BE PUMPED OUT. IGEOGRID 1S0 MiddlesexTum Ike yPiIfFROM ENTERING Z ("1 Fe�OfJS CvRN=RSri STRUCTUREMINIMUM REQUIRED MAINTENANCE INCLUDES Ap �l• . u` �.Tim (. QUARTERLY INSPECTION DURING THE FIRST YEAR OF _ Bledford MA 01730 ren n i OPERATION AND A YEARLY INSPECTION THEREAFTER. 18"d: �rdy, -C. C. : ISSUE CV I I I j °r jj ,` ) 'jj GEOTEXTILE FABRIC FLUSH AS NEEDED. A t t� `� j • SUB-SURFACE STORMWATER RETENTION SYSTEM IS ;R-�r�5.cR__ PATCH PLANNING BOARD REVIEW E� OVER ACF R-TANK NON-CORROSIVE HOSE CLAMP LE�� THAN RALF W t NOT INTENDED TO BE USED IN TRAFFIC APPLICATIONS. L 1j )' of f II 12" 1"+A VENTING PERFORATIONS P,'r-.h=E HENT WIDTH GEOTEXTILE 15T GUT I ' R-TANK (REGULAR SHOWN) 0 Qa , FINAL CUT I I - - 4511 0� r'�V'-I' PRIOJ.NO.: STAMP - •r D�c s►fv rs '� ti":� tf cif � �a,''.�'Cx�.3.,t.{�'�"\f a W 'to ( _ � : - x S V � •-•--....... ..... �� til: � E 'T - d 2 FT FROL+ CORNERS SCALE: AS NOTED a DEiSN.BY: MHMt g1 Qt C X"CUT IN THE INLET/OUTLET DRAWN BY: FABRIC TO PIPE R SV C Tt?+.kl.. L'r�.,E i=nYCn PDH '0 ALLOW it � �� PIPE/TANK GEOTEXTILE • :� a A �w ., I s $ INTERFACE FABRIC t" �. ��?� V t r< t 1 1 tt lrPAVEMENTf17;AL� ' r L_JL 1,,„: f '-Ai ff i 5T OUT ISSUE DATE' 051617 { �`mn11r Alfi P h a a a Fl tT REVISIONS I ' x? G r FA J"i�{EIRR NAS CL "` LYvE I�^ tCr . tr LI v � rX 8"NOTCHES CUT IN SHADED Y i ��.:......._ GEOTEXTILE FABRIC AREAS(8 OPENINGS TOTAL) ' 1 OVER ACF R-TANK fI � ?; ( ` r, r" , d'� I �+ AFTER EXCAVATION' LG�1GLtOI�IAL PATCH }- n „T , �i 1 r �, `� if N NON-CORROSIVE HOSE �= nu ` `tea, r NOTCH BOTTOM CLAMP OR TAPE USED TO tj .;, „ 34� :# NON-CORROSIVE OF PIPE FASTEN FABRIC TO PIPES R 5 x13.5" SOLID PLATE j ` PLASTIC,SLATE SEE PATTERN TO PREVENT BACKFILL "i f j ;, PIPE NOTCHING OR EQUIVALENT EDGE OF .-^A?chiEfsn FINAL OUT FROM ENTERING PATTERN o STRUCTURE co r o f SHEET TITLE: 1„='T Clr( LONvrrU."'INAL PATCH ��; CR�Sc �;�� SITE DETAILS U v 'S at a o fh.. LO 12 7 STORMWATER RETENTION SYSTEM UNIT PIPE CONNECTION DETAILS 9 STORMWATER RETENTION SYSTEM MAINTANANCE PORT DETAILS 11 PAVEMENT SAWCUT DETAILS °E' C6.2 C1.1 SCALE: NONE C6.2 C4 SCALE: NONE C6.2 C4 SCALE: NONE J C A B C D E F a -----r ,- - �- -, ---- -- I ; , SITE DESCRIPTION CONTROLS EROSION & SEDIMENT CONTROL SPILL PREVENTION r Project Name F.W. Webb Co. Addition Erosion and Sediment Controls: 1. Erosion control measures shall be installed per plans and details. Perimeter The following are the material management practices that will be used to reduce the risk of spills 293 & 297 Bridge Street Siltation Fencing - Will be installed continuously at slope limits where shown on the controls shall be in place prior to commencement of earth-moving operations. or other accidental exposure of materials and substances to storm water runoff. Salem, Massachusetts plan. Inspect filter fences weekly and after any rainfall events of 0.25" or greater. Perform any required repairs immediately. Remove sediments when they accumulate 1/3 2• An area shall be considered stable if one or more of the following has Good Housekeeping - The following practices will be followed onsite during the construction project: Contractor: Green Leaf Construction occurred: Store only enough product required to do the job TURNER to 1/2 the height of the fence. Ensure that no damage occurs to the fence during a) Base course gravels have been installed in areas to be paved All materials stored onsite will be stored in a neat, orderly manner in their appropriate Project Description: This project involves the construction of a 7,600 square foot addition to the cleanout. Silt fencing shall remain in place until the upslope area is permanently b) A minimum of 85% vegetated growth has been established containers and, if possible, under a roof or other enclosure. stabilized. Sediments remaining in place following fence removal shall be raked into the c " Products will be kept in their original containers with the original manufacturer's label. F.W. Webb Company's existing warehouse and distribution facility in Salem, MA. The project also ) A minimum of 3 of non-erosive material such as stone or riprap has P 9 9 includes modifications to an existing asphalt parking lot on an adjacent parcel. The modifications existing contour, seeded with a permanent grass seed mix, and mulched. Cut fence off been installed Substances will not be mixed with one another unless recomende by the manufacturer. will include the establishement of an exterior product storage area, providing loading dock access at finish grade when removing to avoid disturbing newly stabilized teirrain, d) Erosion control blankets have been properly installed Whenever possible, all of a product will be used up before disposing of the container. to the existing building for tractor trailers, and creating additional parking spaces for employees Sedimentation Barriers - Will be installed perpendicular to anticipaited sheet flow Manufacturers' recommendations for proper use and disposal will be followed. GROUP and visitors. The existing curb cut to the parcel will be terminated and two new traffic patterns. The barrier will intercept and detain sediments from stobiltized construction 3. Areas remaining temporarily unstabilized for a period of more than 14 days The site superintendent will inspect daily to ensure proper use and disposal of materials onsite. entrances/exits will be constructed. A new driveway for forklift traffic will be created to connect entrances, and limited unprotected work areas upslope. Acceptable barrier material shall be temporarily seeded and mulched. the storage area on the adjacent lot to the addition. includes composted blends specifically designed to perform as a sediiment control measure, Hazardous Products - These practices are used to reduce the risks associated with hazardous The existin building is tied into municipal sewer and water services, as well as natural engineered wattles, and stun grindings obtained during construction clearing activities. 4. Permanent seeding shall occur between April 1 and June 1 and/or between materials: g g p gas and 9 P 9 9 9 9 P / the containers unless original in t ori electrical service and no new connections are required. Stone Check Dams - Shall be constructed to the lines, grades, and locations shown on August 15 and October 15. All seeding from September 15 to October 15 shall Products will be kept 9 Y are not resealable. Construction is expected to commence in 2017. the plans or as directed. Remove stone as directed when no longer needed. Stabilize be hay mulched and anchored with netting, peg and twine, or tracking. Original labels and material safety data will be retained; they contain important product The H.L. Turner Group Inc. with vegetation any sediment which is permitted to remain in place. Inspect weekly and information. Soil disturbing activities will include: Cuts and fills for establishment of roadway, paved areas, and after every storm event of 0.25" or greater. Repair dams as required to maintainer ro 5. Within three (3) days of final grading in an area that is in or adjacent to If surplus product must be disposed of, manufacturers' or local and State recommended 27 Locke Rd. structure, pavement removal, topsoil stockpiling, grading and gravels placement, final paving. P P wetlands or surface waters, all exposed soil areas shall be stabilized by seeding methods for proper disposal will be followed. Concord, New Hampshire 03301 working order. Accumulated sediment and debris shall be cleared from the dams when and mulching during the growing season, or if not during the growing season, by t:603.228.1122 Construction activities will include• Installing a stabilized construction entrance(s), installation of 1/2 the dam height is reached. Add stone as necessary to maintain correct dam height. mulching with tack or netting or pinned on slopes steeper than 3.1. Product Specific Practices - The following product specific practices will be followed onsite: hlturner.com perimeter and other sediment controls, transport and stockpiling of excavation materials, work Check dams shall remain in place until permanent site stabilization its achieved. Petroleum Products - All onsite vehicles will be monitored for leaks and receive regular zone dewatering, foundation excavation, importation and placement of granular materials, building inlet Protection - Inspect devices weekly and after every rainfall event of 0.25" or 6. Install and stabilize detention basins and swales prior to beginning rough site preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in ARCHITECTS* ENGINEERS•BUILDING SCIENTISTS erection, fine grading of paved areas, bituminous paving, and preparation for temporary and final greater. Replace, clean, or remove measures as directed. If the inliet becomes grading. tightly sealed containers that are clearly labeled. Any fuel storage tanks stored onsite shall have a seeding. obstructed, clear debris away immediately. Inlet protection shall remain in place until final secondary containment. Any asphalt substances used onsite will be applied in accordance with the 7. Roadways shall be stabilized within 72 hours of achieving finished rade. manufacturer's recommendations. k site stabilization is achieved. Y 9 9 Off Fertilizer Management - Fertilizers used will be applied only in the minimum amounts Runoff Coefficient: The final coefficient of runoff for the site following this project will be Erosion Control Matting - Shall be installed where shown on the plans or as directed by �r 8. Contractor shall loam, seed, and stabilize all cut and fill within 72 slopes recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit c=0.90. the Engineer. Matting shall be installed per the manufacturers recorrnmendations hours of achieving final grade. P exposure to storm water. Storage will be in a covered shed. The contents of any partially used �� 3 Stabilized Construction Entrance - Will be constructed as shown on the plans or as bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. Site Area: The entire site area encompasses 1.877 acres; construction will disturb 1.5 acres. directed in the field per the construction details. All traffic exiting the construction area 9. Disturbed areas not in pavement shall receive 6 inches of loam and seed. Paints - All containers will be tightly sealed and stored when not required for use. Excess shall pass over the stabilized exit. Inspect the construction entrance weekly and after any paint will not be discharged to the storm sewer system but will be properly disposed of according Soils Types: According to the USDA S Survey of Essex County, Massachusetts, Southern Part site storm event of 0.25" or greater. When the stone surface becomes iclogged with 10. The Contractor shall be responsible for implementing erosion control measures to manufacturers' instructions and/or State and local regulations. soils are classified as: Urban Land, defined as excavated, filled, and made land. USDA soils sediments, apply additional stone across the entire entrance. Any sediments tracked onto in order to prevent off-site tracking of earth, sediment and debris. information determined with the NRCS Web Soil Survey, accessed on January 17, 2017. Spill Control Practices - In addition to the practices previously discussed, the following practices will the public thoroughfare shall be removed immediately. Stabilized construction entrance P• P P Y 9 P shall be maintained in working order until the site is permanently stabilized. 11. Dust shall be controlled as necessary through the use of water. be followed for spill prevention and cleanup: Critical Areas: These areas are subject to potential significant erosion problems: g P y Manufacturers' recommended methods for spill cleanup will be clearly posted and site personnel 1. Stripping pavement Work Area Dewatering Systems - Will be constructed within the limits of the work area. 12. Soils to be stockpiled for period of more than 14 days shall be temporarily will be made aware of the 2. Cuts and fills Dewatering systems shall be one or multiple applications of the details included herein. P P Y P Y procedures and the location of the information and cleanup supplies. seeded and mulched, and surrounded with a filtration barrier at the toe of slope. Materials and equipment necessary for spill cleanup will be kept in the material storage area {' 3. Driveway construction No construction runoff shall be directly directed into wetlands, drainage channels, or closed onsite. Equipment and materials will include, but not be limited to, brooms, dust pans, mops, rags, ♦ '. drainage systems. 13. All temporary seeding shall use perennial ryes and permanent seeding gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for Name of Receiving Waters: All stormwater runoff from this site flaws into North River which Temporary Sedimentation Devices - Will be constructed/installed to, provide for the mixtures and applications shall be per the latest edition of the Mass. Highway this purpose. ultimately outlets to the Atlantic Ocean. interception of sediment-laden discharge from dewatering operations. Standard Specifications for Highways and Bridges, and all supplemental All spills will be cleaned up immediately upon discovery. specifications. The spill area will be kept well ventilated and personnel will wear appropriate protective clothing Contractor's attention is also directed to the contract drawings for additional temporary to prevent injury from contact with a hazardous substance. GENERAL NOTES erosion control measures. 14. Repair, clean, and replace any sediment controls damaged during and/or Spills of toxic or hazardous material will be reported to the appropriate State or local F.W. WEBB COlY1CA1�1 i after rainfall events. Inspect all sediment controls weekly, and after rainfall government agency, regardless of the spill size. events of 0.25" or greater. The spill prevention plan will be adjusted to include measures to prevent this type of spill from COPYRIGHT:THE H.L.TURNER GROUP INC.2017 1. All best management practices contained herein are to be reviewed and monitored b the Stabilization Practices: ©"Electronic images of these documents may be used for the purpose of 9 P Y recurring, and how to clean up the spill if there is another. A description of the spill, what caused construction superintendent, and shall be in accordance with the latest edition of The Massachusetts •Temporary Stabilization - Topsoil stockpiles, earth berms, and disturbed portions of expediting shop drawings and cDordinabon drawings for this project only-except Dept. of Environmental Protection Stormwater Management Handbook. The project administrator the site where construction activity temporarily ceases for at least 14 days will be 15. Areas which have been temporarily or permanently seeded shall be mulched it, and the cleanup measures taken will also be included. as excluded by individual specifications(e.g.Structural steel), Ishatbeunlawful immediately following seeding. The construction superintendent responsible for day-to-day site operations will be the spill to use them for any other purpose.The Architect's or Engineers seals shat not retains the right to modify, terminate, or require additional practices as required by the site stabilized with temporary seed and mulch during the growing season.. The temporary seed prevention and cleanup coordinator. He/she will designate other site personnel as required who will appear on any documents that are modified by others.The Architect shall bear conditions. will be perennial ryegrass applied at the rate of 30 pounds per acre. Prior to seeding, 16. Following permanent stabilization, temporary erosion control measures shall be receives ill prevention and cleanup training. The names of responsible spill personnel will be no responsibildyforanymodtcatbnstotheorgnaldocumentsDyothers� c„� 9 P P rY P P P 9 P P the soil shall be conditioned with 300 pounds per acre of 10-10-10 fertilizer. After removed and accumulated sediment is to be disposed of in an approved location, posted in the material storage area and in the office trailer onsite. 2. All erosion control measures are to be correctly installed before any demolition, construction, seeding, each area shall be mulched with clean hay or straw mulch, applied at the rate outside of jurisdictional wetlands. dewatering, or water diversion activities are undertaken. All drainage outlets shall be stable before of 3.2 tons per acre.. Outside the growing season stabilize by mulching with tack or Introducing runoff into the structures and appurtenances. netting and pinning on slopes steeper than 3:1. Erosion control seed shall comply with WINTER CONSTRUCTION NOTES 3. These TEC plans are only applicable for permitting, the establishment and maintenance of MADOT M6.03.1 Erosion Seed. erosion control, sediment control, stormwater management, and dewatering, associated with • Permanent Stabilization - Disturbed portions of the site where construction activities GENERAL CONSTRUCTION SEQUENCE NOTES TO PROTECT WATER QUALITY DURING COLD WEATHER AND DURING SPRING RUNOFF, THE STABILIZATION TECHNIQUES construction activities for the project, and are not intended for construction purposes. These have permanently ceased will be stabilized with permanent seed no Ilater than 14 days SPECIFIED HEREIN SHALL BE EMPLOYED BETWEEN OCTOBER 15 AND MAY 15. drawings are to be utilized prior to and during construction of the areas designated in this phase after the last construction activity. The permanent seed mix, soil conditioning, seeding and 1. Install slit fencing, perimeter controls, inlet protection, sediment and washout or sequence of activities. mulching shall be in conformance with M6.03.0 Seed from the latest edition of the Mass. basins, and stabilized construction exit prior to start of any earth moving operation; 1. Winter construction shall be conducted such that no more than 1 acre of the site is destabilized at any Highway Standard Specifications for Highways and Bridges, and all supplemental measures are to be maintained until final pavement surfacing and landscaping areas one time. The exposed area should be limited only to those areas in which work will occur during the 9 Y Pg PP are established. following 15 days and that can be mulched in one day prior to any snow or rainfall event. Subsequent work 4. Contractor shall coordinate location of staging/stockpile area(s), temporary sedimentation specifications. areas should not be exposed until the previously exposed work area has been fully stabilized. Double rows of measures, stabilized construction entrance(s), and vehicle washout area(s) in the field with the 2. Clear all areas to be disturbed by construction. sediment barriers will be placed between any natural resource (wetlands, streams) and the disturbed area. Owner. In all instances they shall be located so as not to constitute a violation of any condition Other Controls: During frozen conditions, erosion control mix berms or stump grinding barriers may be used if silt fence outlined herein. Staging Area - Perimeter shall be encircled with sediment filtrattion measures, and 3. Strip and stockpile loam and excess material to be saved. Sawcut pavement and installation is not possible. After each day of final grading, the area shall be properly stabilized with concrete prior to removal. Stabilize stockpiles as necessary and install sediment filters anchored hay or straw, or erosion control matting '(see notes 4 and 6 below). All erosion control measures care will be taken to secure material (see Spill Prevention notes, thins sheet). around their perimeters. Refer to erosion notes. shall be in place prior to any thaw or spring melt event. INSPECTION /MAINTENANCE PROCEDURES Hauling Dump trucks importing or removing materials from the construction site will J be covered with a tarpaulin. 4. Excavate for addition. Install underslab utilities, place foundation, and prepare 2. An area is considered exposed until stabilized with gravel base for a road or parking area, pavement, Concrete Trucks - Concrete trucks will conduct washout and discharge excess concrete gravels for building slab. vegetation, mulching, erosion control mix, erosion control mats, or riprap. These are the inspection and maintenance practices that will be implemented to maintain erosion to a temporary retention basin. Once hardened, the material will be removed and 5. Rough rade for new asphalt surfaces. Ensure the site is sloped so final and sediment controls. Inspections shall be conducted by the constrruction superintendent and/or disposed of in an approved location. 9 g P p grading 3. All erosion and sediment control measures installed for the project should have routine maintenance and KEY PLAN: his/her designee. These individuals shall be re onsible for ins actions, maintenance, and repair will drain toward existing catch basin inlets. cleaning completed, and should be inspected and repaired as needed in preparation for the construction PROJECT TITLEIADDRESS: / 9 P P P Waste Materials - All construction waste materials will be collected and stored In a activities, and filling out the inspection and maintenance report. Reipairs and maintenance to season. Temporary embankments should be fully vegetated or otherwise stabilized by accepted methods. erosion control devices shall In executed by the Contractor. covered metal vessel provided by the solid waste management company contracted for this 6. Construct addition. GREEN LEAF CONSTRUCTION project. The container shall be emptied a minimum of twice per week or more often if 4. All proposed vegetated areas that do not exhibit a minimum of 85% vegetative growth by October 15, or F.W. WEBB CO. ADDITION necessary. No construction waste materials will be buried onsite. All personnel will be 7. Place select gravels and fine grade site. which are disturbed after October 15, shall be stabilized by seeding and installing erosion control blankets on Less than 100,000 square feet will be denuded at one time, slopes greater than 3:1, and seeding and placing 3 to 4 tons of mulch per acre, secured with anchored 293 BRIDGE ST. instructed regarding the correct procedure for waste separation and disposal. Notices 8. Place asphalt, concrete, and loam and seed as indicated on the plans. Install netting, elsewhere. The installation of erosion control blankets or mulch and netting shall not occur over SALEM MASSACHUSETTS All control measures will be inspected at least once every 7 calendar days or once every 14 stating these practices will be posted in the office trailer and the construction temporary mulch to protect seeded areas. accumulated snow or on frozen ground and shall be completed in advance of thaw or spring melt events. calendar days AND within 24 hours of a storm event of 0.25" of rain or greater. superintendent will be responsible for seeing that these procedures are followed. MAP 26,LOT 0634 Hazardous Waste: All hazardous waste materials will be disposed of according to local or 9. Finish any remaining site construction. 5. Installation of anchored hay mulch or erosion control mix shall not occur over snow greater than 1-inch in P 9 MAP 26,LOT 0635 depth. Installation of erosion control blankets shall not occur over snow greater than 1-inch in depth or on All measures will be maintained in good working order; repairs as required will be initiated State regulations or by the manufacturer. Site personnel will be instructed in these P g P within 24 hours of report. Revisions to the erosion control plan, if required, must be completed practices and the construction superintendent will be responsible for ensuring compliance. 10. Remove silt fence, hay bales, and other temporary erosion control measures afterr frozen ground. All mulch applied during winter should be anchored. OWNERIAPPLICANT grass is established. Silt fencing is to be cut-off at ground level, so as not to 295 Bride Street Associates within seven (7) calendar days following the inspection. Sanitary Waste: All sanitary waste will be collected from the portablle units by a sanitary destabilize the terrain during removal. If the ground does become destabilized, 6. All stone-covered slopes must be constructed and stabilized by October 15. 9 waste management contractor, licensed in the State of Massachusetts, as required by local reloom and seed. Perform final site clean-up. clo FW Webb Co. Sediments will be removed from siltation fencing when one-third of fence height is obscured, regulations or usage. 7. Stockpiles of soil materials should be mulched for over-winter protection with hay or straw at twice the 160 Middlesex Turnpike and/or when bulges develop in the silt fence. Silt fencing will be linspected regularly for sediment Dust Control - The haul roads and construction site subject to vehicle traffic and 11. Clean all drainage structures, pipes, and sumps of all silt and debris. normal rate or with a four-inch layer of erosion control mix. Mulching should be done within 24 hours of Bedford,MA 01730 depths, tears, and securement to support posts and proper anchorage. stocking, and re-established prior to any rainfall or snowfall. No soil stockpile should be placed within 100 ISSUE: CV activities will be treated with water and/or calcium chloride application to restrict blowing feet from any wetland or other water resource area.12. This is the Engineers recommended sequence of construction. The Site and movement of dust particles. Where construction activity temporarily ceases for at PLANNING BOARD REVIEW Stone check dams shall be inspected after each runoff event greater than 0.5 inches and on a least 3 days, or where continued treatment is not feasible following temporary termination Contractor is responsible for developinga detailed construction schedule and piled separately and in a location that is awe from an area needing to 8. Frozen materials should be stock p y y y g weekly basis. Correct all damage immediately. If significant erosiorn occurs between structures, y 9 P rY submitting it to the Engineer and Construction Manager for approval. be protected. install a liner of stone or other approved material in that portelon (Of channel. Remove sediment of activities, temporary vegetation or mulching will be utilized. accumulated behind the check dam as needed or directed to allow channel to drain through the Offsite Vehicle Tracking - A stabilized construction entrance shall be provided to help 9 9. All grass-lined ditches and channels should be constructed and stabilized by September 1. All ditches or stone check dam and prevent large flows from carrying sediment over the dam. Replace stones as reduce vehicle tracking of sediments. The paved street adjacent to the site entrance will swales which do not exhibit a minimum of 85% vegetative growth by October 15, or which are disturbed after needed or directed to maintain the design cross-section of the check dams. Upon completion of be swept daily to remove any excess mud, dirt, or rock tracked from the site. Dump CONSTRUCTION MATERIALS INVENTORY October 15, should be stabilized temporarily with stone or erosion control blankets appropriate for the design construction activity, remove stone and stabilize existing ground. trucks hauling material from the construction site will be covered with a tarpaulin. flow conditions, as determined by a Professional Engineer or a Certified Professional in Erosion and Sediment PROJ.NO.: 4571 STAMP Non-Storm Water Discharges - It is antici aced that the following, non-storm water Control (CPESC). If a stone lining is necessary, the contractor may need to regrade the ditch as required to F 9 P 9 The following materials are expected to be present onsite during construction: � M�4$ g (g ) P y g 9 9 P Concrete, petroleum based products, fertilizers, wood, granular fill, metal, paints, provide adequate cross-section after allowing for placement of stone. AS NOTED Filter to barriers eosocks , if used, will be Inspected after each rainfall and dais during discharges will occur from the site during the construction period: SCALE: extended storm periods. Replace logs where damage or repair is necessary. Damaged filter logs, -Water from water and drain line flushings 14 LD y undermining, end run erosion will be repaired g solvents, and plastics. 10. All stone-lined ditches and channels must be constructed and stabilized by October 15. g p promptly. Sediment deposits will be removed when DESN.BY: MHM 14 '111 ' a depths are approximately one-half the log height. -Pavement wash waters (where no spills or leaks of toxic or � M hazardous materials have occurred) 11. After November 15, Incomplete road or parking areas where work has stopped for the winter season shall DRAWN BY: MHM 3) ravel (NHDOT 304 layer of crushed h lg . . 3-i i i with d twa minimum 3-Inch ay t roeceW. ti 9 �O The sedimentation basin will be inspected for depth of sediment, and built-up sediment will be -Equipment wash waters (excluding concrete truck washouts) be p � SgEP removed when it reaches 10 percent of the design capacity or at the end of the job. The -Uncontaminated groundwater from dewatering exccavation 12. Sediment barriers (filter logs) that are installed during frozen conditions should consist of erosion control CHKDBY: Contractor shall install a visual indicator for accumulated depth of sediment when constructing All non-storm water discharges will be directed to a sediment basin prior to discharge. mix berms, or continuous contained berms. Silt fences and hay bales should not be installed when frozen basin. conditions prevent proper embedment of these barriers. ISSUE DATE: 05.18.17 Winter Stabilization: Public rights-of-way adjoining the project area will be inspected daily and maintained in a Over-winter stabilization will be required if any portion of the site is not stabilized with REVISIONS condition which will prevent accumulation of tracked or flowing sediments. Any sediment spilled, pavement, a road gravel base, riprap, or 75% mature vegetation prtnor to November 15. dropped, washed, or tracked onto public rights-of-way shall be immediately removed. Winter construction-shall be conducted such that no more than 1 acre of the site is Temporary and permanent seeding will be inspected for bare spots, washouts and poor growth. unstabilized at any one time. Double rows of sediment barriers will) be placed between Said areas occurring will be reestablished within 14 days. any natural resource (wetlands, streams) and the disturbed area. Dwring frozen conditions, erosion control mix berms or ground stump barriers may be used i-f silt fence installation Temporary sediment devices will be inspected daily during any construction dewatering is not possible. processes. Remove or reconstruct devices when sediment is 50% of total volume. Hay and straw mulch shall be applied to unstabilized areas at a rate of 3 tons per acre and shall be properly anchored. Erosion control mixes shall be applied with a A maintenance inspection report will be made after each inspection. minimum 4 inch thickness. Do not spread mulch over snow; remowe snow down to a 1 inch depth prior to application. �a After each day of final grading, the area shall be properly stabiliized with anchored hay N or straw, or erosion control matting. co Maintenance: The inspection and maintenance schedule shall be followed throughout the year, with repairs/maintenance performed as required. In the spring, the contractor shall inspect all SHEEfTITLE: 3 stabilized areas, and repair damages and bare spots. TEMPORARY EROSION & LU Pre-Winter Stabilization Schedule: September 15- All disturbed areas must be seeded and mulched SEDIMENT CONTROL U') All slopes must be stabilized, seeded, and mulched 0 All vegetated ditches and channels must be stabilized with NOTES mulch or an erosion control blanket. October 1- All disturbed areas to be protected with an annual grass must be seeded at a seeding rate of 3 pounds per 1000 sq. ft. and mulched. CO, November 15- All stone-lined ditches and channels must be constructed and m stabilized. N' Riprop slopes must be constructed. E. December 1- All disturbed areas where the growth of vegetation fails to be at least 3 inches tall or at least 75% of the disturbed soil is U)5 covered by vegetation, must be protected for over-winter conditions. coCDJ C A B C D E F a: FLAP FOLDS OVER TO ENCLOSE GRATE 4"x4" POSTS. DOUBLE NUMBER OF 6' MAX. SPCNG. W/OUT LIFTING STRAPS POSTS IF PONDING IS ANTICIPATED. WIRE SUPPORT FENCE z 10' MAX. SPCNG. W/ WIRE PIPE R GRATE SUPPORT FENCE DIA. SILTATION FABRIC FENCE. ATTACH SECURELY TURNER ...... 12" 7UPSTREAM SIDE OFTPOST. 18" 7' 0 0 0 0 CLOSURE z x " 24 7' EXIST. GROUND A A 30" 8' r- r7GROUP FLOW I V r r r r co NOTES: 1. USE 2"-3" STONE. The H.L. Turner Group Inc. WOVEN MONOFILIMENT ' 2. PLACE STONE OVER GEOTEXTILE. 27 STILT FENCE--\ POST Concord, New oHa Hampshire 03301 3. WHEN AREAS UPSTREAM FROM CHECK DAM ARE GRATE DANDY BAG (OR APPROVED EQUAL) t:603.228.1122 STABILIZED BY VEGETATION, THE SEDIMENT TRAPPED hlturner.com BEHIND/WITHIN THE DAM SHALL BE RELOCATED TO AN AREA FL01 UNDERGOING FINAL GRADING. I —1� ; I j._: W �� ARCHITECTS• ENGINEERS•BUILDING SCIENTISTS Fit 4. CHECK DAMS SHALL BE FLATTENED AND GRADED INA >77777�77 777/ PLAN MANNER WHICH PROTECTS THE AREA FROM EROSION AND -I'( I 4"x6" TRENCH ` R CHANNEL BLOCKAGE (GEOTEXTILE MUST BE REMOVED). W/ COMPACTED r / 5. THE GEOTEXTILE SHALL BE DISPOSED OF OFFSITE. BACKFILL SILT FENCE BARRIER r�! 2 6. THE AREA CONTRIBUTING TO THE CHECK DAM SHALL NOT NOTES: iv1 EXCEED 10 ACRES. 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE ' 1 PONDING EFFICIENCY. 2' NOTES: 2. INSPECT & REPAIR FENCE AFTER EACH STORM EVENT & REMOVE OREENELEAF \\-GEOTEXTILE 1. DANDY BAG®SEDIMENT FILTER BY DANDY SEDIMENT WHEN NECESSARY (9" MAX. RECOMMENDED STORAGE HEIGHT). PRODUCTS, INC 6200 EITERMAN ROAD 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL SECTION A—A DUBLIN, OHIO 43016 NOT CONTRIBUT SEDIMENT OFFSITE & CAN BE PERMANENTLY STABILIZED. PHONE: 800-591-2284 • (OR APPROVED EQUAL) 4. DO NOT PLACE SILT FENCE IN STREAMS OR CONCENTRATED FLOW s_ •. CONDITIONS. 2. REFER TO MANUFACTURER'S 1 TEMPORARY CHECK DAM @ CULVERT INLET 3 CATCH BASIN SEDIMENT FILTER SPECIFICATIONS FOR INSTALLATION AND TEC2 Cl.l SCALE: NONE TEC2 C1..1 SCALE: NONE MAINTENANCE PROCEDURES. 5 TYPICAL SILT FENCE DETAIL TEC2 C1.1 SCALE: NONE F.W. WFBB COMPANY COPYRIGHT:THE H.L.TURNER GROUP INC.2017 ©'Electronic images of these documents may be used for the purpose of expediting shop drawings and coordination drawings for this project only-except as excluded by individual specifications(e.g.Structural steel). 1 shall be unlawful to use them for any other purpose.The Architect's or Engineer's seals shall not appear on any documents that are modified by others.The Architect shall bear LENGTH Notes no responsibility for any modricatbns to the original documents by others' M 1. Install the DIRTBAG on a slope. It should be placed so the incoming water flows into the bag and will flow through the DIRTBAG and then flow STAKED HAY BALES FILTER OR FILTER LOGS SEWN IN SPOUT off the site without creating more erosion. The neck of the DIRTBAG should be tied off tightly, to EXISTING GROUND HIGH STRENGTH STRAPPING stop the water from flowing out of the DIRTBAG, FOR HOLDING HOSE IN without going through the walls of the bag. To PLACE increase the surface area being used, DIRTBAG may iv be placed on gravel bed to allow water to flow in 77- AS3 N 2:1 Aall directions. ,EMBED 4" -WATER FLOW 2' FROM PUMP 2. The DIRTBAG is considered full and should be disposed, when it is impractical for the bag to filter SECTION A—A the sediment out at a reasonable flow rate and I • PUMP DISCHARGE HOSE should be replaced with a new DIRTBAG. NOTE: 3:1 2:1 BAG PLACED ON HIGH STRENGTH DOUBLE • AGGREGATE OR STRAW STITCHED "J" TYPE SEAMS 3. Dispose of product b removing from site to a LOCATION OF BASIN TO BE FIELD LOCATED. p p y g SITE SHALL NOT ABUT SURFACE WATERS, WETLANDS, OPENING TO ACCOMODATE UP proper disposal area. OR PRIVATE PROPERTIES. CONSULT W/ ENGINEER TO 4" DISCHARGE HOSE KEY KEY PLAN: TO PROPERLY LOCATE BASIN. • r�i 4CL'EAN WOVEN GEOTEXTILE FABRIC PROJECT TITLE I ADDRESS: CRUSHED STONE GREEN LEAF CONSTRUCTION F.W. WEBB CO. ADDITION 293 BRIDGE ST. SALEM, MASSACHUSETTS \ �..: ;• � MAP 26,LOT 0634 i/� i/� /\'\/j\ �ij\j�\ \%\ \\� MAP 26,LOT 0635 OWNERIAPPLICANT UNDISTURBED SOIL 295 Bridge Street Associates 9 CONCRETE TRUCK WASHOUT BASIN c/o FIN Webb Co. 11 PUMPED—SILT CONTROL SYSTEM 160 Middlesex Turnpike TEC2 C1.1 SCALE: NONE TEC2 C1.1 SCALE: NONE Bedford,MA 01730 N ISSUE: PLANNING BOARD REVIEW :50' MIN 18" MIN. EXIST. 2" DIA. " EXIST. , GROUND STONE 2% OR GREATER 6 MIN. PVMT. i ;,; %i,•,-i, i i.:. ✓,. — I _.. _ 4511 T 17-F ` I PROJ NO STAMP HAYBALE r c ' I 'M P M GEOTEXTILE BARRIER - ,��; t o U I I- "fS FILTER CLOTH PROFILE DIVERSION RIDGE '� SCALE: ASLf REQ'D. WHERE GRADE - o� L qcs ` O i..' EXCEEDS 2% . - -' v [� O i% DESN.BY: MHM 1 12 N r' C� " a4it41 y 2 -3"0 STONE SIZE MHM 50 MIN BOT P DRAWN BY. - _ CHKD BY: ISSUE DATE: 05.71!.77 ;' DRAINAGE WAY SECTION y-j�, 'OVERFLOW 20 R ' � GEOTEXTILE REVISIONS LIN D E � ; OTE IL �LiNED DITCH j GEOTEXTILE ENVELOPE ED; ITCHI MIRAFI 140N OR EQ. a- a o 2"-3" COARSE y .. SLOPLLj E r ' ,%�;- '/' / ` xx 2 o =� AGGREGATE MIN. 6 iv f. 1 t� THICK. /� ,'�/ / / ,� �o r, �.. STONE LINED N ' O r r.' C1� EC Csy GG = Ci�O G N r " r PLAN � � �= � Ci r C• TOP OF SLOPE - DIVERSION DRAINAGE WAY PROFILE RIDGE HAYBALES NOTES: DISCHARGE OUTLET o FROM DEWATERING PUMP Go 1. ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR r- FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, OUTLET _ SHEET TITLE: REPAIR, &/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. EXIST. '^ A L B Z 2 � .: TEMPORARY EROSION & ~ 2. WHEN NECESSARY. WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC C14,1 SEDIMENT CONTROL RIGHT-OF-WAY. L = THE DISTANCE SUCH THAT THE iv ELEV. A = ELEV. B. DETAILS 3. WHEN WASHING IS REQ D., IT SHALL BE DONE ON AN AREA STABILIZED W/ CRUSHED GEOTEXTILE CHECK DAM SPACING STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. FIILTER CLOTH 0 4. USE SANDBAGS, STRAW BALES, OR OTHER APPROVED METHODS TO CHANNELIZE co RUNOFF TO BASIN AS REQ'D. NOTE. IF REQUIRED, LOCATION OF BASIN TO BE NOTE: KEY STONE INTO CHANNEL BANKS AND EXTEND IT BEYOND THE C" 15 STABILIZED CONSTRUCTION ENTRY 17 TEMPORARY SEDIMENTATION BASIN FIELD LOCATED. CONSULT W/ ENGINEER 19 STONE CHECK DAM ABUTMENTS A MINIMUM OF 18" TO TO PROPERLY LOCATE BASIN. PREVENT FLOW AROUND DAM. TEC2 C1.1 SCALE: NONE TEC2 C1.1 SCALE: NONE TEC2 C1.1 SCALE: NONE d J A B C D E F a i �'titap sp Gini oh + mLA[,ns� -- \ CITY OF SALEM PLANNING BOARD Y 17 JVL 24 A161438 SALEM. WASS Flood Hazard Overlay District Special Permit Decision July 24,2017 On Thursday, July 6, 2017, the Planning Board of the City of Salem opened a Public Hearing for a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 for the site located at 293 Bridge Street and 297 Bridge Street (Map 26, Lots 634 and 635) to construct a 7,600 square foot addition to the existing building on the property located at 293 Bridge Street. The adjacent lot, 297 Bridge Street, currently a municipal parking lot, will be used for employee and customer parking, tractor trailer access, and exterior storage for products. The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s)caused by either overspill from water bodies or high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal, will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. The public hearing was continued to July 20, 2017, and closed at the regularly scheduled meeting of the Planning Board held on July 20, 2017. Based upon the plans submitted and evidence presented at the public hearing, the Board voted by a vote of six (6) in favor (Ben Anderson, Matt Veno, Kirt Rieder,Dale Yale, Helen Sides and Bill Griset) and none(0)opposed,to approve the application of the H.L. Turner Group Inc. for a Flood Hazard Overlay District Special Permit, subject to the following conditions: 1. Conformance with the Plan a. Work shall conform with the set of plans entitled, "Green Leaf Construction F.W. Webb Company Addition," prepared by the H.L. Turner Group Inc. Sheets C0.1, C1.0, C1.1, C2.0, C3.0, C4.0, C5.0, C6.0, C6.1, C6.2, TECI, and TEC2 dated May 18, 2017 and revised June 7, 2017, and sheet L.1 dated June 15,2017. 1 2. Amendments a. Any amendments to the approved plans referenced in La. shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Site Specific Conditions a. Electrical utilities in the existing building shall be moved above the floodplain prior to issuance of a Certificate of Occupancy. b. The applicant shall implement a policy to ensure that employees: i. Monitor tidal flow into the street, ii. Block access to the site when flooding is imminent or beginning in the street,and iii. Ensure employees' vehicles are offsite when flooding is imminent and make employees aware of the ancient path on Beckford Street. c. The policy described in Condition 3.b(i-iii) shall be submitted to the City Planner prior to issuance of a Certificate of Occupancy. 4. Board of Health a. All Board of Health requirements shall be strictly adhered to. 5. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. 6. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 7. City Engineer a. All work shall comply with the requirements of the City Engineer. 8. Construction Practices a. All construction shall be carried out in accordance with the following conditions: L All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. ii. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. iii. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. V. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules,regulations and ordinances of the City of Salem. 2 vi. All construction vehicles left overnight at the site must be located completely on the site. vii. All construction will occur on site; no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the City Planner prior to construction. viii. Any roadways, driveways, sidewalks,or landscaping damaged during construction shall be restored to their original condition by the applicant. 9. As-built Plans a. As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 10. Violations a. Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record and/or is recorded on the owner's Certificate of Title. The owner or applicant,his successors or assigns, shall pay the fee for recording or registering. I Ben J. derson Chairman 3 AFFIDAVIT OF SERVICE City of Salem provision M.G.L., Chapter 39,Section 23D. (A City Councilor,board, or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L.,Chapter 39 Section 23D, I, WI l if am herebycertifyunder the pains and penalties of perjury that I have examined all evidence pertaining to VI� 2�� O��( qe S� which was distributed at the single missed session on 7V��1 �Q which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. ZZ.71;Date i 7 2q3 + 2q P -rdFmo app��cafi� U h 1 t<ja� CITY OF SALEM P1AY 2 4 �Q 20I I MAY 24 PM 3: 25 PLANNING BOARD SEPT. OF PLANNING P, rCLERK ccmmiIt T1 BcvtLOPjLi vlf 1 E§XL'Ea 11. MASS CITY OF SALEM APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: 293 & 297 Bridge St Map &Lot: 26-634&26-635 Owner: 295 Bridge St.Associates c/o FW Webb Co. Applicant: Mark McLeod c/o The H.L.Turner Group Ito Address/PO Box: 160 Middlesex Turnpike Address/PO Box:27 Locke Road City, State,Zip Code: Bedford, MA 01730 City,State,Zip Code: Concord, NH 03301 Telephone: 781.272.6600 Telephone: 603.228.1122 *Note: See attached for Owner information relative to lot 26-635 I. Proiect Description: The FW Webb Co is proposing to construct a 7600 at addition to their existing facility at 293 Bridge St Additionally,the adjacent lot currently a municipal parking lot will be used for employee and customer parking tractor trailer access to the loading docks and exterior storage for products(such as plastic and cast iron piping). II. It has been determined by the Building Inspector that the above property lies in the following area(s): A.Wetlands District: ❑ Wetlands C Buffer Zone B.Flood Hazard District: ❑ Zone A Q Zone AE ❑ Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3) hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(I 1"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials,including the application form and attached reports,statements,and narratives,and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of I"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. . 1 of 3 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2')contours of the existing and proposed land surface. 4. Location of existing and proposed structures,water-courses, drainage and drainage easements,means of access,utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section II. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures,velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified,the Planning Board may waive this requirement. D. Permits: A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section IV below. IV. Conditions (Complete those sections indicated Z by the Building Inspector) In the Flood Hazard District no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved and no area shall be paved; no earth or other material shall be stored, dumped,used as fill, excavated, or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): ❑✓ 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes No 0 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s) or adjacent lot(s)caused by either overspill from water bodies or high runoff. See attached. 0 3.Utilities, including gas, electricity, fuel,water and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, short-circuiting,grounding or igniting or any other damage due to flooding. (Provide details) See attached. 2of3 n/a ❑ 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes—No_ b. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. Yes_No n/a ❑ 5. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes—No_ b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes , No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes No V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer or until thirty-five(3 5)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. SEE ATTACHED OWNER AUTHORIZATION-LETTER tgna re of Appt Signature of Owner(attached consent letter is also acceptable) Date Date FEE PAID: 3of3 Ben J. Anderson, Chair City of Salem Department of Planning and Community Development 120 Washington Street Salem, MA 01970 Owner Consent letter Re: 293-295 Bridge Street 297 Bridge Street Flood Hazard Overlay District Special Permit Application Dear Chair Anderson: The owners listed below hereby authorize the inclusion of their properties in the attached Application to the Planning Board by F.W. Webb, its agents and assigns. =rflidg et �297 Bridge Street By: By: ssociates City of Salem Date: Date: Ben J. Anderson, Chair City of Salem Department of Planning and Community Development 120 Washington Street Salem, MA 01970 Owner Consent Letter Re: 293-295 Bridge Street 297 Bridge Street Flood Hazard Overlay District Special Permit Application Dear Chair Anderson: The owners listed below hereby authorize the inclusion of their properties in the attached Application to the Planning Board by F.W. Webb, its agents and assigns. 293-295 Bridge Street 2977 Bridge Street By: By: 7 "-'I—V-q V- pn 295 Bridge Street Associates City of Salem Date: Date: 23 -11 The H.L. Turner Group Inc. 27 Locke Road Concord,NH 03301 t:603.228.1122 hlturnercom May 18, 2017 City of Salem, MA Office of Planning&Community Development 120 Washington St. Salem, MA 01970 SUBJECT: FW WEBB CO., 293 &297 BRIDGE STREET FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT APPLICATION-NARRATIVE Dear Planning Board Members: On behalf of The F.W.Webb Company(Webb),The H.L.Turner Group Inc. (TTG)is submitting this application for a Special Permit for Webb's proposed addition to their existing facility at 293 Bridge Street. Webb proposes a 7,600 square foot,single story addition to the east side of their existing building,for the purpose of creating anew bath center showroom. This addition will be constructed entirely on Webb's existing parcel, in compliance with all planning and zoning regulations. The area where this addition is proposed is currently used for employee and customer parking and storage of pipe products. To compensate for this loss of space,Webb will use the adjacent lot on the west side of their parcel(297 Bridge Street)for employee and visitor parking,tractor trailer access to the loading docks,and 9,000 square feet of exterior pipe storage area. Both lots are located in a FEMA Flood Hazard AE Zone,with an established 100- year base flood elevation of 10.0 feet. This project is designed to comply with Section 8.1.4 of the City of Salem Zoning Ordinance Special Permit Uses,as outlined below: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. The properties are located in the B4 zoning district(Business Wholesale and Automotive)and FW Webb's existing warehouse and distribution facility is permitted in this district. "Sale and storage of building supplies"and"Wholesale,warehouse,or distribution facility" are allowed in this district. The addition will comply with all dimensional requirements. 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property;particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from waterbodies or high runoff. The addition's floor elevation will be three feet above the 100-year flood elevation(matching Webb's existing first floor elevation). Customer and employee parking is provided on the street side of the Webb building and in the adjacent parking lot. Both of these areas are currently used for parking and the design creates no substantial changes to the existing grading,nor is there a significant increase in impervious area. The asphalt parking lot will continue to function 4511 FHOD Narrative.docx ttg 1 ARCHITECTS - ENGINEERS - BUILDING SCIENTISTS @Copyright 2017 as a parking lot and the existing stormwater management measures will be preserved and used. To ensure the area on the south side of the addition can drain adequately in the event of a flood condition, a pervious hardscaped surface with underdrains will provide a means for runoff to drain entirely away from the building. 3. Utilities, including gas, electricity,fuel, water and sewage disposal,shall be located and constructed so as to protect against breaking, leaking,short-circuiting, grounding or igniting or any other damage due to flooding. Underground sewer,gas, and water lines service Webb's existing building,and the addition will tie into these existing services. Overhead electrical lines provide power to Webb's building and the addition will also be connected to this existing system. The only utility required for the adjacent parking lot is electrical power for the exterior lighting. These lines will be installed underground in PVC conduits, rated for use under paved parking lots and driveways. 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps), the Planning Board shall also find the following conditions to be fulfilled: a. New structures or substantial improvements shall be located landward of the reach of mean high tide. b. The support of new structures or substantial improvements shall not be, in whole or in part by the use of fill. The site is not in a FEMA VE zone so this condition does not apply. If you have any questions or require additional information, please contact me at 603.228.1122 ext. 124 or mmcleod@hlturner.com Thank you. Sincerely, THE H.L.TURNER GROUP INC. �< Mark McLeod Project Engineer 4511 FHOD Narrative.docz 2 ttg TURNER GROUP] The H.L. Turner Group Inc. 27 Locke Road Concord, NH 03301 t:603.228.1122 hlturner.com May 18, 2017 City of Salem, MA Department of Planning&Community Development 120 Washington St. Salem, MA 01970 SUBJECT: FW WEBB CO., 293 &297 BRIDGE STREET PROPERTY OWNERSHIP Dear Planning Board Members: 293 Bridge St(FW Webb Co. Building) 297 Bridge St(Municipal Parking Lot) Map 26 Lot 634 Map 26 Lot 635 Owner: 295 Bridge St.Associates, Owner: City of Salem c/o FW Webb Co. 93 Washington St. 160 Middlesex Turnpike Salem, MA 01970 Bedford, MA 01730 781.272.6600 4511 Property Ownership.docx ttg 1 ARCHITECTS a ENGINEERS BUILDING SCIENTISTS ©Copyright 2017 The H.L. Turner Group Inc. 27 Locke Road Concord, NH 03301 t:603.228.1122 hlturner.com May 18, 2017 City of Salem, MA Department of Planning&Community Development 120 Washington St. Salem, MA 01970 SUBJECT: FW WEBB CO.,293 &297 BRIDGE STREET REQUIRED PERMITS Federal Notice of Intent Environmental Protection Agency State Notice of Intent Massachusetts Dept. of Environmental Protection Local Notice of Intent Conservation Commission (Pending) Special Permit/Variance Zoning Board of Appeal (Granted 5.17.17) Building Permit 4511 List of Required Permits.docx ttg 1 ARCHITECTS ENGINEERS BUILDING SCIENTISTS ©Copyright 2017 CITY OF SALEM PLANNING BOARD :' 1�2 4 2g,7 2011 MAY 24 PHI- 25 CIT-;cGLER "UNITY DEVE�PSL , SALEM. MASS CITY OF SALEM APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: 293&297 Bridge St Map &Lot: 26-634 &26-635 Owner: 295 Bridge St.Associates c/o FW Webb Co. Applicant: Mark McLeod c/o The H.L.Turner Group Ire Address/PO Box: 160 Middlesex Turnpike Address/PO Box:27 Locke Road City, State,Zip Code: Bedford, MA 01730 City,State,Zip Code: Concord, NH 03301 Telephone: 781.272.6600 Telephone: 603.228.1122 *Note: See attached for Owner information relative to lot 26-635 I. Proiect Description: The FW Webb Co is proposing to construct a 7600 sf addition to their existing facility at 293 Bridge St Additionally,the adjacent lot currently a municipal parking lot will be used for employee and customer parking tractor trailer access to the loading docks and exterior storage for products such as plastic and cast iron piping). II. It has been determined by the Building Inspector that the above property lies in the following area(s): A.Wetlands District: ❑ Wetlands Q Buffer Zone B.Flood Hazard District: ❑ Zone A 9 Zone AE ❑ Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Cleric to be"date stamped". The City Clerk will retain the original; the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials,including the application form and attached reports, statements,and narratives,and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant A. Required Plans and Drawings: and Drawings: A site plan at a scale of 1"equals 20'prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 1 of 3 t i'.", -C M9 JS M;105 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2')contours of the existing and proposed land surface. 4. Location of existing and proposed structures,water-courses, drainage and drainage easements, means of access,utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section II. B. A written renort describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofing or pile construction,certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures,velocities, impact and uplift forces,and other factors associated with the base flood. Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. Permits: A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section IV below. IV. Conditions (Complete those sections indicated Q by the Building Inspector) In the Flood Hazard District no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged,or otherwise created or moved and no area shall be paved; no earth or other material shall be stored,dumped,used as fill, excavated, or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): ❑✓ 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes -No 0 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high runoff. See attached. 0 3. Utilities, including gas,electricity,fuel,water and sewage disposal, shall be located and constructed so as to protect against breaking, leaking,short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) See attached. 2of3 n/a ❑ 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes—No— b. No_b. The support of new structures or substantial improvements shall not be, in whole or in part,by the use of fill. Yes_No_ n/a ❑ 5. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes—No— b. No_b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes_No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes_No_ V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. �� SEE ATTACHED OWNER AUTHORIZATION LETTER tgnafur_e of App t Signature of Owner(attached consent letter is also acceptable) Date Date FEE PAID: 3of3 Ben J. Anderson, Chair City of Salem Department of Planning and Community Development 120 Washington Street Salem, MA 01970 Owner Consent Letter Re: 293-295 Bridge Street 297 Bridge Street Flood Hazard Overlay District Special Permit Application Dear Chair Anderson: The owners listed below hereby authorize the inclusion of their properties in the attached Application to the Planning Board by F.W. Webb, its agents and assigns. =rridg et �297 Bridge Street By: By: ssociates City of Salem Date: Z r 1 Date: Ben J. Anderson, Chair City of Salem Department of Planning and Community Development 120 Washington Street Salem, MA 01970 Owner Consent Letter Re: 293-295 Bridge Street 297 Bridge Street Flood Hazard Overlay District Special Permit Application Dear Chair Anderson: The owners listed below hereby authorize the inclusion of their properties in the attached Application to the Planning Board by F.W. Webb, its agents and assigns. 293-295 Bridge Street 2977 BridgeStreet By: By: V— pn 295 Bridge Street Associates City of Salem Date: Date: S-z3 - I� The H.L. Turner Group Inc. 27 Locke Road Concord,NH 03301 t:603.228.1122 hlturnercom May 18, 2017 City of Salem, MA Office of Planning&Community Development 120 Washington St. Salem, MA 01970 SUBJECT: FW WEBB CO., 293&297 BRIDGE STREET FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT APPLICATION- NARRATIVE Dear Planning Board Members: On behalf of The F.W.Webb Company (Webb),The H.L.Turner Group Inc. (TTG) is submitting this application for a Special Permit for Webb's proposed addition to their existing facility at 293 Bridge Street. Webb proposes a 7,600 square foot,single story addition to the east side of their existing building,for the purpose of creating anew bath center showroom. This addition will be constructed entirely on Webb's existing parcel,in compliance with all planning and zoning regulations. The area where this addition is proposed is currently used for employee and customer parking and storage of pipe products. To compensate for this loss of space, Webb will use the adjacent lot on the west side of their parcel (297 Bridge Street)for employee and visitor parking,tractor trailer access to the loading docks,and 9,000 square feet of exterior pipe storage area. Both lots are located in a FEMA Flood Hazard AE Zone,with an established 100- year base flood elevation of 10.0 feet. This project is designed to comply with Section 8.1.4 of the City of Salem Zoning Ordinance Special Permit Uses,as outlined below: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. The properties are located in the B4 zoning district(Business Wholesale and Automotive)and FW Webb's existing warehouse and distribution facility is permitted in this district. "Sale and storage of building supplies"and "Wholesale,warehouse,or distribution facility"are allowed in this district. The addition will comply with all dimensional requirements. 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from woterbodies or high runoff. The addition's floor elevation will be three feet above the 100-year flood elevation (matching Webb's existing first floor elevation). Customer and employee parking is provided on the street side of the Webb building and in the adjacent parking lot. Both of these areas are currently used for parking and the design creates no substantial changes to the existing grading,nor is there a significant increase in impervious area. The asphalt parking lot will continue to function 4511 FHOD Narrative.docx ttg 1 ARCHITECTS - ENGINEERS - BUILDING SCIENTISTS ©Copyright 2017 as a parking lot and the existing stormwater management measures will be preserved and used. To ensure the area on the south side of the addition can drain adequately in the event of a flood condition,a pervious hardscaped surface with underdrains will provide a means for runoff to drain entirely away from the building. 3. Utilities, including gas, electricity,fuel, water and sewage disposal,shall be located and constructed so as to protect against breaking, leaking,short-circuiting, grounding or igniting or any other damage due to flooding. Underground sewer,gas, and water lines service Webb's existing building, and the addition will tie into these existing services. Overhead electrical lines provide power to Webb's building and the addition will also be connected to this existing system. The only utility required for the adjacent parking lot is electrical power for the exterior lighting. These lines will be installed underground in PVC conduits, rated for use under paved parking lots and driveways. 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps), the Planning Board shall also find the following conditions to be fulfilled: a. New structures or substantial improvements shall be located landward of the reach of mean high tide. b. The support of new structures or substantial improvements shall not be, in whole or in part by the use of fill. The site is not in a FEMA VE zone so this condition does not apply. If you have any questions or require additional information, please contact me at 603.228.1122 ext. 124 or mmcleod@hlturner.com Thank you. Sincerely, THE H.L.TURNER GROUP INC. Mark McLeod Project Engineer 4511 FHOD Narrative.docx z ttg TURNER GROUP The H.L. Turner Group Inc. 27 Locke Road Concord,NH 03301 t:603.228.1122 hRurner.com May 18, 2017 City of Salem, MA Department of Planning&Community Development 120 Washington St. Salem, MA 01970 SUBJECT: FW WEBB CO., 293 &297 BRIDGE STREET PROPERTY OWNERSHIP Dear Planning Board Members: 293 Bridge St (FW Webb Co. Building) 297 Bridge St(Municipal Parking Lot) Map 26 Lot 634 Map 26 Lot 635 Owner: 295 Bridge St.Associates, Owner: City of Salem c/o FW Webb Co. 93 Washington St. 160 Middlesex Turnpike Salem, MA 01970 Bedford, MA 01730 781.272.6600 4511 Property OWnership.docx ttg 1 ARCHITECTS ENGINEERS BUILDING SCIENTISTS ©Copyright 2017 The H.L. Turner Group Inc. 27 Locke Road Concord, NH 03301 t:603.228.1122 hiturnercom May 18, 2017 City of Salem, MA Department of Planning&Community Development 120 Washington St. Salem, MA 01970 SUBJECT: FW WEBB CO.,293 &297 BRIDGE STREET REQUIRED PERMITS Federal Notice of Intent Environmental Protection Agency State Notice of Intent Massachusetts Dept. of Environmental Protection Local Notice of Intent Conservation Commission (Pending) Special Permit/Variance Zoning Board of Appeal (Granted 5.17.17) Building Permit 4511 List of Required Permits.docc ttg 1 ARCHITECTS ©Copyright 2017 • SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R.SERAFINI,SR. TELEPHONE JOHN E.DARLING 976.744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 978-741-4683 June 14, 2017RE CINE Ben Anderson, Chairman J U A 15 231 City of Salem Planning Board DEPT. OF PLANNING & 120 Washington Street COMMUNITY DEVELOPMENT Salem, Massachusetts 01970 Re: Flood Hazard Overlay District Special Permit Application 293 &297 Bridge Street Dear Chair Anderson: • Due to the expected absence cf multiple Board members, I hereby request allowance to continue the hearing date for the above Application from June 15, 2017 to the Board's next regularly scheduled meeting on July 6, 2017. Mark McLeod, c10 The H.L. Turner Group, Inc. jJe7h IAttorney, C. enti JCC:dI cc: client The H.L. Turner Group Inc. 27 Locke Road phone: (603)228-11221 Concord, NH 03301 fax: (603)228-1126 's LETTER OF TRANSMITTAL To: Salem Planning Department Date: 06/09/2017 120 Washington Street Project Name: FW Webb Salem MA 3rd Floor Salem, MA 01970 Project#: 4511 Attn: Amanda Chiancola Re: FW Webb-293 Bridge St. We are sending the following attached items via UPS Ground: ® Plans ❑ Submittals/Shop Drawings ❑ Other ❑ Specifications ❑ Submittals(Other) COPIES DATE (DENT.NO. DESCRIPTION 9 06/09/2017 11 x17 copies of proposed plans for distribution 1 06/09/2017 24x36 copy of proposed plans for town record 1 06/09/2017 30x42 copy of survey/site plan These are transmitted as checked below: ® As requested ❑ For your approval ❑ Other(see remarks) ❑ For review and comment ❑ For your information ❑ See submittal stamp(s) emarks: Plans sent post Meeting —ettiinngg date of 6/8//11J7. Signed: Peter Howe Howe Copy to: M. McLeod- HL Turner Group -Page 1- 4 The H.L. Turner Group Inc. 27 Locke Road phone: (603)228-1122 Concord, NH 03301 fax:(603)228-1126 LETTER OF TRANSMITTAL To: Salem Planning Department Date: 06/09/2017 120 Washington Street Project Name: FW Webb Salem MA 3rd Floor Salem, MA 01970 Project#: 4511 Attn: Amanda Chiancola Re: FW Webb-293 Bridge St. We are sending the following attached items via UPS Ground: ® Plans ❑ Submittals/Shop Drawings ❑ Other ❑ Specifications ❑ Submittals(Other) COPIES DATE IDENT.NO. DESCRIPTION 9 06/09/2017 11x17 copies of proposed plans for distribution 1 06/09/2017 24x36 copy of proposed plans for town record 1 - 06/09/2017 30x42 copy of survey/site plan These are transmitted as checked below: ZJ As requested ❑ For your approval ❑ Other(see remarks) ❑ For review and comment ❑ For your information ❑ See submittal stamp(s) emarks: Plans sent post Meeting date of 6/8/17. Signed: 19-'— , Peter Howe Copy to: M. McLeod-HL Turner Group -Page 1- The H.L. Turner Group Inc. 27 Locke Road phone:(603)228-1122 Concord, NH 03301 fax:(603)228-1126 LETTER OF TRANSMITTAL To: Salem Planning Department Date: 06/15/2017 120 Washington Street Project Name: FW Webb Salem MA 3rd Floor Salem, MA 01970 Project#: 4511 Attn: Ms. Amanda Chiancola Re: Landscaping Plan We are sending the following attached items via UPS Ground: ® Plans ❑ Submittals/Shop Drawings ❑ Other ❑ Specifications ❑ Submittals(Other) COPIES DATE [DENT. NO. - DESCRIPTION 1 06/15/2017 L.1 Full size 9 06/15/2017 L.1 11x17 These are transmitted as checked below: ® As.requested ❑ For your approval ❑ Other(see remarks) ❑ For review and comment ❑ For your information ❑ See submittal stamp(s) emarks: Signed: Mark McLeod Copy to: - J -Page 1- The H.L. Turner Group Inc. 27 Locke Road phone: (603)228-1122 Concord, NH 03301 fax: (603)228-1126 LETTER OF TRANSMITTAL To: Salem Planning Department Date: 07/14/2017 120 Washington Street Project Name: FW Webb Salem MA 3rd Floor Salem, MA 01970 Project#: 4511 Attn: Ms.Amanda Chiancola Re: Response to Planning Board Questions/Comments We are sending the following attached items via UPS Ground: ❑ Plans ❑ Submittals/Shop Drawings ® Other ❑ Specifications ❑ Submittals(Other) COPIES DATE ]DENT.NO. DESCRIPTION 07/14/2017 Response Letter These are transmitted as checked below: ❑ As requested ❑ For your approval ❑ Other(see remarks) ® For review and comment ❑ For your information ❑ See submittal stamp(s) emarks: manda: ere is a hard copy of the information I emailed to you on Friday 7.14.17. It is our attempt to answer the outstanding uestions raised by the Planning Board at the public hearing on 7.6.17. Please review and if you need anything else on't hesitate to call me. hank you. ark Signed: Mark McLeod Copy to: %A e A �......(`... .. RECEIVED'`ECEI Y ED' JUL12017 DEPT. OF PLANNING & COMMUNITY DEVELOPMENT. -Page 1- The H.L. Turner Group Inc. 27 Locke Road Concord, NH 03301 t:603.228.1122 hiturner.com July 14 2017 City of Salem Department of Planning&Community Development 120 Washington St., 3rd Floor Salem, MA 01970 Attn.Amanda Chiancola,AICP,Staff Planner ` SUBJECT: FW Webb, 293 Bridge St Response to Planning Board Questions&Comments Dear Ms.Chiancola: The purpose of this letter is to provide The H.L. Turner Group Inc.'s (TTG) written responses to the outstanding issues raised by the Salem Planning Board at their meeting on July 6, 2017, relative to the subject project. I have restated the Board comments you provided to Mr. Joseph Correnti, followed by our responses in bold type. Please review and share the document with the Board. If you have any questions or require additional information,feel free to call me. Thankyou. 1.Site Drainage a. Demonstrate that the proposed drainage system is adequate. The Chair noted that he is not convinced that the "existing system" i. Clarify why drainage structures are not proposed in the parking lot The parking lot is designed to drain toward Bridge Street,where runoff from this surface is collected in two grass-covered sediment basins and a grass-covered infiltration trench. The slope of the parking lot will prevent standing water during normal storm events. Additional catch basins were not included in the parking lot for the following reasons: First, we do not want to disturb unnecessarily the contaminated soils and the impervious containment liner. Leaving these soils in place will help to minimize exposure to existing contaminants. Second, as noted above, the grade of the parking lot maintains a consistent, positive slope from the rear of the lot toward Bridge Street and establishes a drainage plane for runoff. Any additional drainage structures installed in this parking area would not provide any benefit during an extreme flood event (i.e. a 100-year storm) because they would have to discharge into the municipal drainage system running under Bridge Street, which would already be at capacity during such a storm, therefore any drainage structures in the parking lot would be unable to drain runoff away from the site until the floodwaters receded. This design does not create additional impervious surface to these lots and is an improvement over the existing conditions. The drainage system at the municipal parking provides additional treatment for stormwater with the installation of deep sump catch basins with hooded outlets, and the building addition replaces direct runoff from an asphalt parking lot with roof runoff,which is less polluted. 4511 AChiancola 07.14.17.docx ttg 1 ©Copyright 2017 ii. Clarify the manhole in front-Is there a gas/oil separator,if not why not? This manhole does not have a gas/oil separator. It has a solid cover,not an open grate,because it does not collect runoff from the parking lot surface. Its primary function is to provide an inlet into which the roof drain can discharge(note number 18 on sheet C4.0). The pipe that enters it from the east(note 15) collects the runoff that flows through the underdrains at the rear of the property. The grass-lined basin at the upstream end of this.pipe provides a means of initial pretreatment for sediment and other debris to be captured and filtered via the vegetation. The pipe that exits this manhole (note 17) discharges runoff into a grass-lined sediment and infiltration basin. Runoff collects here and is allowed to infiltrate. During extreme storm events,a deep sump catch basin functions as an outlet control structure,taking the excess runoff and directing it into an infiltration trench that runs parallel to Bridge Street,at the north end of the proposed lot on the west side of FW Webb's building. The outlet pipe of the deep sump catch basin will be fitted with an outlet hood, which is designed to prevent petroleum products, grease, and floatable debris from flowing into the downstream pipes. Please note the replacement outlet structure at the northwest corner of the proposed parking lot (on the Universal Steel site) will also be a deep sump catch basin with a hooded outlet, as will the overflow structure proposed for the infiltration basin (drainage notes 1 and 19 respectively). Runoff from the parking lot flows into the two basins at the northeast and northwest corners of this lot and into the trench that lies adjacent to the Bridge Street sidewalk. These basins rely on their vegetation to provide initial pretreatment for stormwater runoff during typical storm events, the type of events that occur with frequency and have the potential to contribute the greatest concentration of pollutants to drainage systems and surface water. The deep sump catch basins with the hooded outlets provide a secondary level of treatment: the volume in the sumps captures sediments and other heavy materials that settle out of the stormwater, while the hoods prevent floatable debris from flowing through the outlet pipes. The inlet grates for these structures are not at grade. They do not allow runoff into the system until it ponds up to the inlet elevation at the top of the structure. This system is designed in compliance with the Massachusetts Department of Environmental Protection Stormwater Handbook. b. Does the perforated pipe help with overflow in the front in the event of a storm? When water is captured in the grass-lined basins at the corners of the parking lot at a rate faster than what will infiltrate, impounded runoff eventually flows into the deep sump catch basins described above, then into the stone-wrapped perforated pipe. The pipe is set below an infiltration trench running parallel to Bridge Street. The parking lot is graded to slope directly to the basins and the trench so as floodwater recedes the parking lot runoff has a place to collect at the low point of the site. As groundwater levels recede the perforated pipe and the infiltration trench provide a means for runoff to exit the site. c. Provide a detail of the hooded catch basin and describe how it works in the event of a storm, addressing how it functions as the oil/gas separator(if it does). Please refer to the attached details. The hood allows only the cleanest water in the catch basin to enter the outlet pipe. Oil,grease,and other floatables remain at the water's surface in the basin,and heavier sediments sink to the bottom of the sump. These devices, complimented by the vegetated basins and infiltration trench surrounding them that are providing primary treatment and detention, are effective at preventing many pollutants from flowing downstream beyond the catch basin structures. By containing contaminants in an accessible, maintainable location, downstream water quality is protected. This best management practice can be found in Volume 2, Chapter 2, Page 1 of the Massachusetts Stormwater Handbook. 2. Utilities a. Floor Plan of the Basement i. Identify how you are floodproofing the basement. 4511 AChiancola 07.14.17.docx 2 ttg TURNER GROUP The addition does not have a basement. Floodproofing is not proposed for the foundation of the existing building. The building has a stone block foundation over 100-years old that was constructed at different times. ii.Show the existing and proposed utilities. Sheet C1.0 identifies the location of the existing utilities on these sites and sheet C4.0 identifies the existing utilities to remain as well as the proposed utilities. iii. Backflow preventers. There is a backflow preventer in the existing facility. iv. Demonstrate that the utilities will be protected in the event of a storm. The electrical service can be relocated from the basement of the existing building to the first or second floor, above the elevation of the 100-year flood. The underground utilities are not susceptible to floodwaters. The process to secure a building permit will involve coordination with multiple City agencies who are required to review the design for code compliance and maintaining public safety prior to issuing any approvals. 3. Buoyancy Factor a.Address how the outdoor storage materials will be kept in place(what are the outdoor storage materials, what are they stored on)? The outdoor storage area is used primarily for lengths of pipe(cast iron,steel,plastic...)that are stored on wood pallets or in bundles direct on the ground. The storage area is at the high point of the site and will be the last to be impacted by floodwaters. As waters rise,the open ends of the pipe will fill with water and have little buoyancy. The storage area is surrounded by a chain link fence with line posts sunk in concrete footings. The fence openings allow for the equalization of water pressure and any floating materials will be relatively static and exert minimal pressure against the fence. The fence fabric and the posts work together as a system that provides great resistance to any lateral force pressing against it. The H.L.Turner Group Inc. appreciates the time and consideration you and the Salem Planning Board give to these responses in support of FW Webb's proposed design for an addition to their existing building at 293 Bridge Street and completing the final phase of the redevelopment of the Universal Steel site. FW Webb, Green Leaf Construction, and The H.L. Turner Group Inc. have been working hard to develop a layout that will help Webb run a safer and more efficient operation, allow for a constructive use of what was once an unsightly and hazardous property, and improve the aesthetics of what has historically been an industrial site for many years. The design has received approval from the Zoning Board of Appeals and complies with Massachusetts Department of Environmental protection regulations. We respectfully request you consider these responses to your concerns while deciding on the merits of this application for a Flood Hazard Overlay District Special Permit. Thank you. Sincerely, THE H.L.TURNER GROUP INC. Mark H. McLeod Enclosures cc. John Bobrek,Bobrek Construction Andy McBeth,Green Leaf Construction Joseph Correnti,Serafini,Darling&Correnti,LLP 4511 AChiancola 07.14.17.docx 3 ttg TURNER, . GROUP Figure 1- Catch Basin with Hood a � 4 a a d d . aQ .. NTI-SIPHON DEVICE d d, a SNOUT'OIL&DEBRIS STOP n OIL&FLOATABLE DEBRIS v .. .a ON SURFACE CANNOT EXIT PIPE d a a OUTLET p D M - d A .Op i d e. a a d - p d SUSPENDED SOLIDS SETTLE ON BOTTOM A e b w v < d P - a a" A Deep Sump Catch Basin _ - Description: Deep sump catch basins, also known as oil and grease or hooded catch basins, are underground retention systems designed to remove trash, debris, and coarse sediment from stormwater runoff, and serve as temporary spill containment devices ir * for floatables such as oils and greases. A , i Ability to meet specific standards Advantages/Benefits: • Located underground, so limited lot size is Standard Description not a deterrent. 2 -Peak Flow Provides no peak flow attenuation • Compatible with subsurface storm drain systems. 3 - Recharge Provides no groundwater recharge . Can be used for retrofitting small urban lots 4 -TSS Removal 25%TSS removal credit when where larger BMPs are not feasible. used for pretreatment. Because • Provide pretreatment of runoff before it is of their limited effectiveness and delivered to other BMPs. storage capacity, deep sump catch • Easily accessed for maintenance. basins receive credit for removing • Longevity is high with proper maintenance. TSS only if they are used for pretreatment and designed as off- Disadvantages/Limitations: line systems. • Limited pollutant removal. 5 - Higher Recommended as pretreatment • Expensive to install and maintain, resulting in Pollutant BMP.Although provides some spill high cost per unit area treated. Loading control capability,a deep sump • No ability to control volume of stormwater catch basin may not be used in • Frequent maintenance is essential place of an oil grit separator or sand • Requires proper disposal of trapped sediment filter for land uses that have the and oil and grease potential to generate runoff with • Entrapment hazard for amphibians and other high concentrations of oil and grease small animals such as: high-intensity-use parking Pollutant Removal Efficiencies lots,gas stations, Fleet storage • Total Suspended Solids (TSS) - 25% (for areas,vehicle and/or equipment maintenance and service areas. regulatory purposes) • Nutrients (Nitrogen, phosphorus) - 6- Discharges May be used as pretreatment BMP. Insufficient data near or to not an adequate spill control device • Metals (copper, lead, zinc, cadmium) - Critical Areas for discharges near or to critical Insufficient data areas. • Pathogens (coliform, a coli) - Insufficient 7 - Highly suitable. data Redevelopment Structural BMPs- Volume 2 1 Chapter 2 page 2 GRANITE CURB/CURB INLET FRAME AND GRATE, 3 FLANGE RIM 8' FINISHED GRADE 4" LEBARON CATALOG NO LF248-2 OR EQUAL 2" (SEE NOTE 7) MORTAR 3 SIDES WHERE CURB/CURB INLET EXISTS, g" 4 SIDES WHEN WITHOUT CURB/CURB INLET FLAT TOP 2,_0. `"--ADJUST TO GRADE WITH A MIN TWO COURSES SECTION WIDE (5 MAX) BRICK MASONRY IN FULL MORTAR BED U PROVIDE CATCH BASIN HOOD LEBARON W o a 48" DIA (NP) MMAATCH DIMENSION OFTALOG NO L-202 °OUTFLOW PAPE =V)bM taw . OUTSIDE DIA OF PIPE V)N _ +2" CLEARANCE NON—SHRINK MORTAR ALL AROUND MASTIC GASKET z (TYP ALL JOINTS AND v LIFTING HOLES) 'a 5" (MIN) " (MIN) s PRECAST REINFORCED CONCRETE SECTIONS g TO CONFORM TO ASTM C-478. CONCRETE OF cc ROCKR�SSMIHFn 4000 PSI IN 28 DAYS adapted from the University of New Hampshire Maintenance Activity Frequency Inspect units Four times per year Clean units Four times per year or whenever the depth of deposits is greater than or equal to one half the depth from the bottom of the invert of the lowest pipe in the basin. Special Features All deep sump catch basins must include hoods. For MassHighway projects, consult the Stormwater Handbook for Highways and Bridges for hood requirements. LID Alternative Reduce Impervious Surface Disconnect rooftop and non-rooftop runoff Vegetated Filter Strip Structural BMPs- Volume 2 1 Chapter 2 page 3 Deep Sump Catch Basin management controls. Inlet grates inside parking garages are currently required to have much smaller openings than those described herein. Suitable Applications • Pretreatment To receive the 25%removal credit, hoods must • Residential subdivisions be used in deep sump catch basins. Hoods also • Office help contain oil spills. MassHighway may install • Retail catch basins without hoods provided they are designed, constructed, operated, and maintained Design Considerations in accordance with the Mass Highway Stormwater • The contributing drainage area to any deep Handbook. sump catch basin should not exceed '/4 acre of impervious cover. Install the weep hole above the outlet pipe. Never • Design and construct deep sump catch basins as install the weep hole in the bottom of the catch basin off-line systems. barrel. • Size the drainage area so that the Flow rate does not exceed the capacity of the inlet grate. Site Constraints • Divert excess flows to another BMP intended A proponent may not be able to install a deep sump to meet the water quantity requirements (peak catch basin because of: rate attenuation) or to a storm drain system. • Depth to bedrock; An off-line design enhances pollutant removal • High groundwater; efficiency, because it prevents the resuspension • Presence of utilities; or of sediments in large storms. • Other site conditions that limit depth of excavation because of stability. Make the sump depth (distance from the bottom of the outlet pipe to the bottom of the basin) at least Maintenance four feet times the diameter of the outlet pipe and Regular maintenance is essential. Deep sump catch more if the contributing drainage area has a high basins remain effective at removing pollutants only sediment load. The minimum sump depth is 4 feet. if they are cleaned out frequently. One study found Double catch basins, those with 2 inlet grates, may' that once 50% of the sump volume is filled, the catch require deeper sumps. Install the invert of the outlet basin is not able to retain additional sediments. pipe at least 4 feet from the bottom of the catch basin grate. Inspect or clean deep sump basins at least four times per year and at the end of the foliage and snow- The inlet grate serves to prevent larger debris from removal seasons. Sediments must also be removed entering the sump. To be effective, the grate must four times per year or whenever the depth of deposits have a separation between the grates of one square is greater than or equal to one half the depth from inch or less. The inlet openings must not allow flows the bottom of the invert of the lowest pipe in the greater than 3 cfs to enter the deep sump catch basin. basin. If handling runoff from land uses with higher If the inlet grate is designed with a curb cut, the potential pollutant loads or discharging runoff near grate must reach the back of the curb cut to prevent or to a critical area, more frequent cleaning may be bypassing. The inlet grate must be constructed necessary. of a durable material and fit tightly into the frame so it won't be dislodged by automobile traffic. The Clamshell buckets are typically used to remove inlet grate must not be welded to the frame so that sediment in Massachusetts. However, vacuum sediments may be easily removed. To facilitate trucks are preferable, because they remove more maintenance, the inlet grate must be placed along trapped sediment and supernatant than clamshells. the road shoulder or curb line rather than a traffic Vacuuming is also a speedier process and is less lane. likely to snap the cast iron hood within the deep sump catch basin. Note that within parking garages, the State Plumbing Code regulates inlet grates and other stormwater Structural BMPs- Volume 2 1 Chapter 2 page 4 Always consider the safety of the staff cleaning deep sump catch basins. Cleaning a deep sump catch basin within a road with active traffic or even within a parking lot is dangerous, and a police detail may be necessary to safeguard workers. Although catch basin debris often contains concentrations of oil and hazardous materials such as petroleum hydrocarbons and metals, MassDEP classifies them as solid waste. Unless there is evidence that they have been contaminated by a spill or other means, MassDEP does not routinely require catch basin cleanings to be tested before disposal. Contaminated catch basin cleanings must be evaluated in accordance with the Hazardous Waste Regulations, 310 CMR 30.000, and handled as hazardous waste. In the absence of evidence of contamination, catch basin cleanings may be taken to a landfill or other facility permitted by MassDEP to accept solid waste, without any prior approval by MassDEP. However, some landfills require catch basin cleanings to be tested before they are accepted. With prior MassDEP approval, catch basin cleanings may be used as grading and shaping materials at landfills undergoing closure (see Revised Guidelines for Determining Closure Activities at Inactive Unlined Landfill Sites) or as daily cover at active landfills. MassDEP also encourages the beneficial reuse of catch basin cleanings whenever possible. A Beneficial Reuse Determination is required for such use. MassDEP regulations prohibit landfills from accepting materials that contain free-draining liquids. One way to remove liquids is to use a hydraulic lift truck during cleaning operations so that the material can be decanted at the site. After loading material from several catch basins into a truck, elevate the truck so that any free-draining liquid can flow back into the structure. If there is no free water in the truck, the material may be deemed to be sufficiently dry. Otherwise the catch basin cleanings must undergo a Paint Filter Liquids Test. Go to www. Mass.gov/dep/ recycle/laws/cafacts.doc for information on all of the MassDEP requirements pertaining to the disposal of catch basin cleanings. Structural BMPs- Volume 2 Chapter page 5 CITY OF SALEM CONSERVATION COMMISSION June 27, 2017 Andy McBeth Green Leaf Construction 98 Adams St., Ste. 105 Leominster, MA 01453 Re: Order of Conditions—DEP#64-629—F.W. Webb Co. Dear Mr. McBeth: Enclosed, please find the Order of Conditions for the above-referenced project. Following the 10-business-day appeal period, this document and the attached Special Conditions must be recorded at the South Essex County Registry of Deeds (Shetland Park, 45 Congress Street, Suite 4100, Salem, Massachusetts). Once recorded, please return a copy of Page 12 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order: 1. this Order must be recorded, 2. a sign shall be displayed showing DEP File#64-629 within public view, and 3. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions,please feel free to contact me at 978-619-5685. Sincerely, Ashley Green Conservation Agent Enclosures CC: DEP Northeast Regional Office 295 Bridge St. Associates, c/o FW Webb Co Joseph C. Correnti, Esq. Mark McLeod r Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-629 WPA Form 5 - Order of Conditions MaaaDEP File li Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown A. General Information Please note: Salem this form has 1.From: been modified Conservation Commission with added 2.This issuance is for sspaceto ccomnwdate (check one): a.®Order of Conditions b.E]Amended Order of Conditions the Registry of Deeds 3.To: Applicant: Requirements Mark McLeod a.First Name b.Last Name Important: When filling The H.L.Turner Group Inc. out forms on c.Organization the 27 Locke Road computer, use only the d.Mailing Address tab key to Concord NH 03301 move your e:CiWrown-- - --- - - I.State g.Zip Code cursor-do not use the a. Property Owner(if different from applicant): returnkey. V—V a.First Name b.Last Name 295 Bridge St.Associates, c/o FW Webb Co. 6lie c.Organization - 4M 160 Middlesex Turnpike d.Mailing Address Bedford MA 01730 e.Cityrrown f.State g.Zip Code 5. Project Location: 293&297 Bridge Street Salem a.Street Address b.Cityfrown 26 634&635 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: d m s d m s d.Latitude e.Longitude wpeformsdm• rev,6/tW2015 Page i of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-629 t WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem City/Tom A. General Information (cont.) 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County _ - _ b.Certificate Number('d registered land) 10346 361 c.Book d.Page 7. Dates: 3/29/17 6/22/17 6/27/17 . a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance B. Final Approved Plans and Other Documents(attach additional plan or document references as needed): See Attached a.Plan Title- b.Prepared By c.Signed and Stamped by d.Final Revision Date e.Scale f.Additional Plan or Document Title - -- --- g.Date B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act(the Act). Check all that apply: a. ® Public Water Supply b. El Land Containing Shellfish c. P Prevention of Pollution d. ® Private Water Supply e. ® Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention I. ® Flood Control 2. This Commission hereby finds the project,as proposed, is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. wpaform5.doc• rev.6/16/2015 Page 2 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-629 WPA Form 5 - Order of Conditions MassDEP Poe# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem cityrrown B. Findings (cont.) Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the Interests identified in the Wetlands Protection Act. Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Acts interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it Is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. ® Buffer Zone Impacts: Shortest distance between limit of project 4+/- disturbance and the wetland resource area specified in 310 CMR 10.02(1)(a) a.linear feet Inland Resource Area Impacts: Check all that apply below.(For Approvals Only) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ® Bordering 10997 10997 Vegetated Wetland a.square feet b.square feet c.square feet d.square feet s. ❑ Land Under Waterbodies and a.square feet b.square feet c.square feet d.square feet Waterways e.Gy dredged f.dy dredged 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cutiic feet f.cubic feet 9. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 It c.square feet d.square feet e.square feet f.square feet Sq ft between 100- 200 ft g.square feet h.square feet i.square feet I.square feet wpafwms. - M.6/1612015 Page 3 cf U Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands 64-629 1 `r` WPA Form 5 — Order of Conditions MassDEP File# i Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 el Transaction# Salem Cityrrown B. Findings (cont.) Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 1o. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 11. ❑ Land Under the Ocean a.square feet b.square feet c.dy dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below cu yd CU yd 13. Elsq Coastal Beaches a. uare feet bsquare feet c.nourishment d.nourishment 01yd cy vd 14. [-1Coastal Dunes a.squarefeet b.square feet c.nourishment d.nourishment 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet n. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet a fly dredged d.ofy dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.fly dredged b.c/y dredged 21. ® Land Subject to 7600 7600 Coastal Storm a.square feet b.square feet Flowage 22. ❑ Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 it c.square feet d.square feet e.square feet f.square feet Sq It between 100- 200 ft g.square feet h.square feet i.square feet I.square feet wParuans.dw rev.6/1612015 Page 4 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-629 1 # WPA Form 5 - Order of Conditions MassDEP File Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem cityfrown B. Findings (cont.) #23.If the 23. ❑ Restoration/Enhancement project is for the purpose of restoring or enhancing a W a.square feet of B\ b.square feet of salt marsh wetland 2a ❑ Stream Crossing(s): s resource area 9( ): in addition to the square - - — - footage that a.number of new stream crossings - b.number of replacement stream crossings has been C. General Conditions Under Massachusetts Wetlands Protection Act entered in Section B.5.c eBnt(salt or The.foliowing conditions are only applicable to Approved projects. Marsh)above, 1. Failure to comply with all conditions stated herein, and with all related statutes and other please enter regulatory measures, shall be deemed cause to revoke or modify this Order. the additional 9 ry y amount here. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any Injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. The work is a maintenance dredging project as provided for in the Act; or b. The time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. c. If the work is for a Test Project,this Order of Conditions shall be valid for no more than one year. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. An Order of Conditions for a Test Project may be extended for one additional year only upon written application by the applicant,subject to the provisions of 310 CMR 1 0.06(l 11)(f). 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not extend the Issuance date of the original Final Order of Conditions and the Order will expire on unless extended in writing by the Department. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. wparorm5. oc• rev.061205 Page 5 of 12 Massachusetts Department of Environmental Protection Provided by MasaDEP: Bureau of Resource Protection - Wetlands 64-629 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem---- City/Tom C. General Conditions Under Massachusetts Wetlands Protection Act 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet In size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MassDEP"] "File Number 64-629 " 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a parry to all agency proceedings and hearings before MassDEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission In writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. wpa%nn5.dw• rev.6716/2015 Page 6 o112 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-629 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Ciryrtown C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or Flagging.Once in place, the wetiand boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 19. The work associated with this Order(the"Project') (1)® is subject to the Massachusetts Stormwater Standards (2)❑ is NOT subject to the Massachusetts Stormwater Standards If the work is subject to the Stormwater Standards,then the project is subject to the following conditions: a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable,the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Construction General Permit as required by Stormwater Condition 8. Construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall remain in place until the site is fully stabilized, b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; ii. as-built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; wpaform5.doc• rev.6116=15 Pege7of12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-629 1 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transection# Salem cityrrow C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) iv. all post-construction stormwater BMPs are installed in accordance with the plans (including all planting plans)approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post-construction BMPs Is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is noted that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party(defined in General Condition 18(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement)for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following: I.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollution Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. wpeform5.00c• rev.B182015 Page 8 o 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-629 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transadion# Salem city/rom C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any parl thereof,and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission("Commission") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and Inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. I) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair,and/or replacement of BMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): 20. For Test Projects subject to 310 CMR 10.05(11), the applicant shall also implement the monitoring plan and the restoration plan submitted with the Notice of Intent. If the conservation commission or Department determines that the Test Project threatens the public health, safety or the environment, the applicant shall implement the removal plan submitted with the Notice of Intent or modify the project as directed by the conservation commission or the Department. vpefams.eoc• M.6116/2015 Page 9 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 6"29 _ WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem cityrrown D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2, The Salem hereby finds(check one that applies): Conservation Commission a. ❑that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw, specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ®that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Wetlands Protection &Conservation Ordinance c.50 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows(if you need more space for additional conditions, attach a text document): Attached special conditions are issued under the Wetlands Protection Act and are sufficient for compliance with the local ordinance. vryarorm5.dx- rev.6/16/2015 Page 10 of 12 Massachusetts Department of Environmental Protection ProNded by MassDEP: Bureau of Resource Protection -Wetlands 64-629 WPA Form 5 - Order of Conditions MassDEP FIIe# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem atyn'ovm E. Signatures This Order is valid for three years,unless otherwise specified as a special l� condition pursuant to General Conditions#4,from the date of Issuance. 1.Data of Issulince Please Indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. 2.Num r of Signers _ I The Order must be mailed by certified mail(return receipt requester nd PoRvered to the applicant.A copy also must be mailed or hand delivered at the same time to th a pria partment of Environmental Protection Regional Office,If not filing electronically a the ope owner,if different from applicant. Signature ❑ by hand delivery on by certified mail, return receipt uested,on U I Dale Date F. Appeals The applicant, the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Departments Superseding Order associated with this appeal will be required to demonstrate prior particlpatlon In the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the dose of the public hearing, requesting a Superseding Order, or providing written Information to the Department prior to issuance of a Superseding Order. The request shall state dearly and concisely the objections to the Order which Is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131,§40),and is Inconsistent with the wetlands regulations(310 CMR 10.00).To the extent that the Order Is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. vpafmm5doc• rev.8116/1015 Page 11 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands 64-629 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Salem Cityrrown .. G. Recording Information Prior to commencement of work, this Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ------------------------------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County _.. _ Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book - - - Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wperormSxl c- rev.6/16/2615 Page 12 of 12 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: Request for Departmental Action Fee Transmittal Form Provided by DEP^ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Request Information 1. Location of Project a.Street Address b.City/Town,Zip c.Check number d.Fee amount ' Important: When filling 2 Person or party making request(if appropriate, name the citizen group's representative): out forms on the computer, Name use only the tab key to Mailing address move.your cursor-do Cityrrown State Zip Code not use the return key. Phone Number Fax Number(if applicable) VQ 3. Applicant(as shown on Determination of Applicability(Form 2), Order of Resource Area Delineation (Form 46), Order of Conditions(Form 5), Restoration Order of Conditions(Form 5A), or Notice of FMA Non-Significance(Form 6)): Name Mailing Address City/rown State Zip Code Phone Number Fax Number(if applicable) 4. DEP File Number: B. Instructions 1, When the Departmental action request is for(check one): ❑ Superseding Order of Conditions—Fee: $120.00(single family house projects)or$245(all other projects) ❑ Superseding Determination of Applicability—Fee: $120 ❑ Superseding Order of Resource Area Delineation—Fee: $120 wpaf=5.0=• rev.412=15 Gage 1&2 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: Request for Departmental Action Fee Transmittal Form Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Instructions (cont.) Send this form and check or money order,payable to the Commonwealth of Massachusetts,to: Department of Environmental Protection Box 4062 Boston, MA 02211 2. On a separate sheet attached to this form, state clearly and concisely the objections to the Determination or Order which is being appealed. To the extent that the Determination or Order is based on a municipal bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. 3. Send a copy of this form and a copy of the check or money order with the Request for a Superseding Determination or Order by certified mail or hand delivery to the appropriate DEP Regional Office(see htto://www.mass.gov/eea/agencies/massdep/"aboutfcontacts/). 4. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. wpa/er.6.d.• .,412Z'2015 Page 2 of 2 +#� Attachment to Order of Conditions# 64629 a 't Page I of ATTACHMENT TO ORDER OF CONDITIONS SALEM CONSERVATION COMMISSION DEP FILE #64-629 Universal Steel/F.W.Webb 293 & 297 Bridge Street City of Salem, Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (6/22/17, online) from Natural Heritage& Endangered Species Program(NHESP) of the Massachusetts Division of Fisheries and Wildlife, it has been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contain any vernal pools. This Order permits expansion of an existing building, modifications to an abutting municipal parking lot, and associated improvements per approved plans and the following conditions. GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(including all 5 pages of Special Conditions) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located, after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40,Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 50. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No alteration of wetland resource areas or associated buffer zones,other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing on site,a DEP Sign showing DEP File#64-629 must be installed at the entrance to the site and seen from the public way,but not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. Attachment to Order of Conditions #64-629 a Page 2 of 9, NOW, 8. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent,supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L.92-500, 86 stat. 816),U.S.Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) Design Requirements for Construction in Floodplain under the State Building Code(780 CMR 744.). 10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosionisiltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portion of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans F.W. Webb Company Addition,293 Bridge Street, Salem,Massachusetts (sheets 1-17) (Tide) Revised 6/7/2017 (Dated) Harold Turner,Jr. (Signed and Stamped by) City of Salem Conservation Commission (On file with) Final Approved Plans FW Webb Co. Addition,293 Bridge Street, Salem,Massachusetts(Landscape Plan, L.1) (Tide) 6/15/17 (Dated) Andrew D. Leonard (Signed and Stamped by) '4 Attachment to Order of Conditions #64629 Page 3 of -City of Salem Conservation Commission (On file with) Final Approved Plans Stormwater Management Report, FW Webb Company Addition,293-297 Bridge St, Salem, MA (Title) Revised 5/20/17 (Dated) _. ._ Harold Turner,Jr. (Signed and Stamped by) City of Salem Conservation Commission (On file with) 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Project Chang,with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the change(s)is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. [Reserved]. PRIOR TO CONSTRUCTION 18. Prior to the commencement of any activity on this site other than activities listed above,there must be a Pre-Construction Meeting on site between the project supervisor,the contractor responsible for the work, and the Conservation Agent and/or a member of the Conservation Commission to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Agent at (978) 619-5685 at least forty-eight(48)hours prior to construction to arrange for the Pre- Construction Meeting. 19. Prior to the pre-construction meeting and commencement of any activity on this site,sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Agent shall inspect and approve such installation at the pre-construction meeting. 20. No clearing of vegetation,including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 21. There shall be adequate additional erosion and sediment controls stored onsite for emergency purposes. y " _ Attachment to Order of Conditions# 64-629 Page 4 of EROSION CONTROL 22. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in any wetland resource area and/or buffer zones. The erosion control measures shown on the approval plan(s)and provisions in the Order will be the minimum standards for this project;the Commission or its Agent may require additional measures. 23. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 24. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 25. The area of construction shall remain in a stable condition at the close of each construction day. 26. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through straw bale sediment traps,silt filter bags or other means approved by the Commission or its Administrator. 27. Within thirty(30)days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using sufficient top soil to assure long-term stabilization of disturbed areas. 28. If soils are to be disturbed for longer than two(2)months,a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,exposed surface shall be stabilized by other appropriate erosion control measures,firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION 29. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 30. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 31. All waste products,grubbed stumps,slash;construction materials,etc.shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. 32. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 33. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 34. Immediately following drainage structure installation all inlets shall be protected by silt fence,strawbale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 35. There shall be no pumping of water from wetland resource areas. Attachment to Order of Conditions#64629 Page 5 of 5� 36. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 37. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 38. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21A,section 16. AFTER CONSTRUCTION 39. Upon completion of construction and final soil stabilization,the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance(COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone, (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings,septic system components,wells, utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 40. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 41. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs;at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of Compliance as described above. 42. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Agent has authorized their removal. ADDITIONAL CONDITIONS 43. Plantings selected must be appropriate to an area bordering isolated inland wetlands. 44. Plants should be inspected and replaced as needed for three(3)years following the initial planting. �ptaUT CITY OF SALEM, MASSACHUS S BOARD OF APPEAL 3� Py 120 WASHNGTON Sn 5-r* �Fnx MAssAcHumm 01970 'SAC rcH, �S.S KIMBERLEY DRISCOLL MAYOR May 31, 2017 Decision City of Salem Board of Appeals A public hearing for all persons interested in the petition of 295 BRIDGE STREET ASSOCIATES, requesting a Special Permit to Sec. 3.3.3 of the Salem Zoning Ordinance,Nonconforming Structures, to allow the petitioner to extend a nonconforming structure, and a Variance to Sec. 5.1.5 of the Salem Zoning Ordinance, Parking Design, to exceed the maximum width of entrance and exit drives at 293 BRIDGE STREET and 297 BRIDGE STREET (Map 26,Lots 634,635)(B-4 Zoning District). A public heating on the above Petition was opened on April 19, 2017 pursuant to M.G.L Ch. 40A, § 11 and continued to May 17, 2017 and closed on that date with the following Salem Board of Appeals members present Rebecca Cur= (Chair),Tom Watkins,Mike Duffy,Jimmy Tsitsinos,and Paul Viccica (alternate). The petitioner is seeking a Special Permit per Special Permit pet Sec. 3.3.3 of the Salem Zoning Ordinance, Nonconforming Structures, to allow the petitioner to extend a nonconforming structure, and a Variance to Sec. 5.1.5 Parking Design, of the Salem Zoning Ordinance, to exceed the maximum width of entrance and exit drives. Statements of fact: 1. Attorney Joseph Correnti and Attorney Kristin Kolick,representing 295 Bridge Street Associates.The project team also includes: Andrew McBeth, Contractor, Greenleaf Construction; Mark McLeod, Project Engineer, H.L. Turner Group Inc.;Andrew Loverud, Project Architect, Design Science;Bob Matvichuk,F.W.WEBB Salem Store Manager. 2. The City of Salem is also a co-applicant as the City is the owner of 297 Bridge Street, which lot is under agreement with F.W.WEBB. 3. In the petition date-stamped March 29, 2017, the petitioner requested a Special Permit per Sec. 3.3.3 Nononforming Structures, to allow the petitioner to extend an existing non-conforming structure and a Variance per Sec. 5.1.5 Parking Design,to exceed the maximum width of entrance and exit drives. 4. 293 Bridge Street and 297 Bridge Street were rezoned to the B-4 Zoning District. The parcels were previously within the NRCC zoning district. 5. The current use of the building is classified as Industrial wholesale,warehouse or distribution facility, and sale and storage of building supplies, and retail store, except department store, not elsewhere set forth.These uses are by right under the B-4 Zoning District 6. The proposed project includes the use of two (2) separate lots,including the City of Salem municipal parking lot and existing F.W. WEBB site. The municipal parking lot is currently under agreement per a public auction conducted on November 14, 2016, at which F.W. Webb or nominee was the low bidder,as set forth in a Memorandum of Sale of even date. •- jury City of Salem Board of Appeals May 31,2017 Project:293-297 Bridge Street Page 2 of 7 7. The petitioner is requesting a Special Permit per Sec. 3.3.3 Nonevomring Structares, at the property of 293 Bridge Street, to allow the petitioner to extend a nonconforming structure. The petitioner is proposing a 7,600 +/- square foot single story addition and associated five-story stairway to the existing structure. 8. The existing F.W. WEBB building is non-conforming as to the height and rear yard setback. The proposed addition does not exceed the existing non-conforming dimensions. Five-story stairwell does not exceed the height of the existing non-conforming structure and the proposed one-story showroom does not exceed the existing rear yard setback non-conformity. 9. The petitioner was originally proposing a 40,000 +/- square foot freestanding structure on the municipal parking lot at 297 Bridge Street This proposal was met with significant neighborhood opposition. The petitioner then proposed a 16,000 +/- square foot two (2) story showroom on the 293 Bridge Street lot,which was also met with significant opposition.The proposal before the Zoning Board of Appeals is a significant compromise consisting of a one-story 7,600 +/-square foot addition at 293 Bridge Street 10. The proposed addition is a one-story brick structure that will be used as a showroom and retail space for F.W. WEBB. The front facade has ribbon storefront windows and the btick is proposed to compliment the existing historic brick as much as possible. 11. F.W. WEBB has been located at the property for over a half century and would like to upgrade the business to include a bed and bath showroom in the proposed expansion. The proposal will keep F.W.WEBB in the City of Salem and increase employment and tax revenue to the City. 12. The petitioner is also requesting a Variance per Sec. 5.1.5 Parking Design, to exceed the max mum width of entrance and exit drives. 13. The Zoning Ordinance allows a maximum of 30' feet of width for curbcuts in business and industrial districts. 14. In the original petition, the applicant proposed a 35' foot wide curbcut at western most entrance, 67' wide curbcut at the center entrance and 53'wide curbcat at the eastern most entrance. 15. At the request of the Board at the April 19,2017 meeting,the petitioner amended the plans to include safer pedestrian access across the proposed 67'wide curbcut. 16. The amended plans included a reduction of curbcut width such that the most eastern and western curbcuts comply with the zoning ordinance dimensional requirements. The curvature of the wester most driveway was reconfigured to be 30' feet wide and also provide adequate access for tractor- trailers to exit the property. 17. The petitioner is now requesting a Variance per See. 5.1.5 Parking Design, only for the proposed 67' foot wide curbcut. , 18. The plan for the 67' foot wide curbcut was amended to include a sidewalk setback onto the parking lot area such that the pedestrian crossing width was reduced from 67' feet to 57'feet 19. There are many pedestrians who use the existing sidewalk in front the property to access the commuter rail train station. City of Salem Board of Appeals May 31,2017 Project:293-297 Bridge Street Page 3 of 7 20. Mark McLeod, project engineer, H.L. Turner Group Inc. Concord, NH presents associated traffic circulation patterns. The existing loading docks for F.W. WEBB are on the east side of the building. Currently, when deliveries are made from the west, drivers pass the site and then cross over both traffic lanes on Bridge Street to back onto the site. 21. The existing F.W. WEBB parking lot is shared with visitor and employee parking, deliveries and exterior storage. The proposed plan will improve safety on Bridge Street and on-site circulation and safety. 22. The existing driveway opening at the F.W. WEBB property is approximately+/-90 feet wide,which the petitioner is proposing to narrow to a 28' wide curbcut and provide two (2) parking spaces in front of the proposed showroom/retail space,as shown on the approved plans herein. 23. The existing driveway opening at the municipal parking lot (297 Bridge Street) has a single +/- 30' wide curbcut The petitioner is proposing two (2) curbcuts including a 30'foot wide curbcut and a 67' wide curbcut 24. At the April 17, 2017 meeting, Mr. McLeod presented plans with circulation patterns to demonstrate that the 67' wide curbcut opening is necessary to provide an adequate turning radius for tractor- trailers to access the parking lot from the east and west direction. The curbcut also allows drivers to maneuver the tractor-trailers on site in a safe circulation pattern. 25. At the April 17, 2017 meeting, the Board requested that the petitioner look at other curbcut arrangements, including two (2) driveways to allow tractor-trailer traffic onto the site in order to reduce the 67' wide curbcut width proposed. Mr. McLeod was concerned that the circulation pattern required by the tractor-trailers would require multiple turning movements to back into the loading dock. Having multiple turning movements on the site is difficult for truck drivers and creates hazardous circulation conditions in a shared lot with employee and customer parking. Further,two (2) driveways to allow tractor-trailer traffic would requite one (1) 40' wide cutbcut and one (1) 50'wide curbcut,which would require two (2)variances rather than the one (1)variance requested. 26. A single 67'wide entrance-point, closer to the F.W. WEBB building, makes it clearer to truck drivers to enter at this location.The width of the curbcut allows tractor trailers to enter the site from the east and west bound directions and the curvature of the opening allows for smooth tractor trailer circulation to back into the proposed loading docks without having to make multiple on-site turning movements.The 30' foot driveway to the west will be used by tractor-traders to exit the site. 27. The literal enforcement to allow only 30' foot curbcut widths would prohibit tractor-trailer trucks from entering the site in a safe manner. A result of the literal enforcement of Sec. 5.1.5 Parking De.dgn, would cause on street loading on Bridge Street 28. At the May 17, 2017 meeting, the Board requested that the petitioner consider additional measures to provide safer pedestrian access across the 67' wide curbcut. The Board requested that the petitioner install a rumble strip or raised pavers to visually narrow the opening such that tractor-trailers could drive over the material, cars could drive in-between, and pedestrians could feel safe crossing the driveway because the change in materials would visually shorten the perceived distance of the curbcut opening. City of Salem Board of Appeals May 31,2017 Project:293-297 Bridge Street Page 4 of 7 29. The petitioner proposed cast concrete sidewalks on either end of the property, with a stretch of asphalt along the existing parking lot frontage. The Board requested that the sidewalk be concrete across the entire length of the property frontage. 30. The petitioner is proposing a 9,000 square foot fenced in outdoor product storage location along the rear of parking lot There is currently outdoor product storage where the one-story addition is proposed. 31. At the April 17,2017 meeting, the Board requested that the applicant provide a lighting plan. 32. At the May 17,2017 meeting,the petitioner presented a lighting plan and showed that there will be no light spill over onto adjacent properties. 33. The Board requested that the dumpster shown at the rear property line be moved to a more central location on site to be less obtrusive to the neighborhood. The Board requested that the dumpster be enclosed within the proposed outdoor storage area or a separate enclosure just outside of the outdoor storage area. 34. The Board recognized that the major concern of neighbors is that this project is not subject to Planning Board site plan review. The proposed addition is less than 10,000 gross square feet of new construction, which is the threshold for triggering Site Plan Review of non-residential structures by the Planning Board. 35. On May 17, 2017, the Building Commissioner provided a statement to confirm the interpretation that the 10,000 square foot threshold for triggering Site Plan Review is only triggered by the square footage of new building construction. --- Jthat 36'TheZoning Boardunder the criteria of the requested special pemut has reviewed the typicalt plan review items including a lighting, dumpster location, fenci3g, and landscaping to the extent Qthe Zoning Board could reasonably review theses„ a features.,, - 37. This petition is under review by the Salem Conservation Commission and will also be reviewed by the Planning Board for a Floor Hazard Overlay District Special Permit only. 38. The requested relief,if granted,would allow the petitioner to extend a nonconforming structure,and exceed the maximum width of entrance and exit drives. 39. At the public hearing no members of the public spoke in favor of, and nine (9) in opposition to, the petition. The Salem Board of Appeals, after careful consideration of the evidence presented at the public hearing, and after thorough review of the petition, including the application narrative and plans, and the Petitioner's presentation and public testimony, makes the following findings that the proposed project meets the provisions of the City of Salem Zoning Ordinance: Findings for Special Permit The Board finds that the proposed extension of the nonconforming structure is not substantially more detrimental than the existing non-conforming structure to the neighborhood. 1. Social,economic and community needs are served by the proposaL City of Salem Board of Appeals May 31,2017 Project:293-297 Bridge Street Page 5 of 7 2. Traffic flow and safety,including parking and loading are adequate. 3. Adequacy of utilities and other public services will not be negatively impacted. 4. Impacts on the natural environment,including drainage will be subject to review by the Conservation Commission. 5. The proposal fits with the character of the neighborhood. The F.W. WEBB industrial wholesale, warehouse and distribution and sale and storage of building supplies and associated parking lot are both existing uses. The proposed addition is located away from the Federal Street residences as much as possible. The proposed expansion fits with the architectural character of the existing historic structure. 6. Potential fiscal impact is positive. The proposed expansion will allow F.B. WEBB to continue to operate and expand employment in the City of Salem by modernizing the existing internal function of this historic building and provide a showroom and retail space for customers. Findings for Variance: 1. The lot shape and size are unique to the district, such that the literal enforcement to allow only a 30' foot curbcut width would prohibit tractor-trailer trucks from entering the site. 2. The hardship of literal enforcement of Sec. 5.1.5 Parking Design,is that a 30'wide curbcut width would cause on street loading on Bridge Street, which would create a traffic and unsafe public conditions. The petitioner demonstrated that the proposed 67' wide curbcut is necessary to create the turning radiuses for trucks to enter into the parking lot and safely maneuver on site to the loading docks rather than load and unload on Bridge Street. 3. Desirable relief can be granted without denigrating from the ordinance and without substantial detriment to the public good. The Board has taken care to consider and request traffic calming measures to mitigate pedestrian access and safety across the 67'wide curbcut. On the basis of the above statements of facts and findings,the Salem Board of Appeals voted five (5)in favor (Rebecca Curran (Chair), Tom Watkins, Mike Duffy,Jimmy Tsitsinos, and Paul Viccica (alternate)) and none (0) opposed, to grant a Special Permit to See. 3.3.3 of the Salem Zoning Ordinance,Nonconforming Straccknes, to allow the petitioner to extend a nonconforming structure, and a Variance to Sec. 5.1.5 Parking Deign, of the Salem Zoning Ordinance, to exceed the maximum width of entrance and exit drives, subject to the following terms,conditions and safeguards: Standard Conditions: 1. Petitioner shall comply with all city and state statues,ordinances,codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finished of the new construction shall be in harmony with the existing structure. 6. A Certificate of Occupancy is to be obtained 7. A Certificate of Inspection is to be obtained. City of Salem Board of Appeals May 31,2017 Project 293-297 Bridge Street Page 6 of 7 8. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including,but not limited to the Planning Board. Special Conditions: Hours of Operation: 1. The hours of operation shall be Monday through Wednesday and Friday 6:30am to 5pm.Thursday 6:30am-8pm. Saturday 7am to 12pm. Sunday-Showroom only within the hours of l0am-3pm.,with no operation of loading and service counter on Sunday. Traffic and Pede_s_uian Access: 2. JTh p petitioner has accepted a voluntary condition to install poured concrete-sidewalks alon r fire ;1 y gth of the properties. ` 3. The petitioner shall submit a revised site plan indicating proposed umlile strips ind%oz fexfdFed �matetials'to provide a safe pedestrian crossing,while maintaining access for tractor-trailers and passenger vehicles:Tlie-plan shall be submitted to the Engineering Department for review and approval prior the issuance of a building permit. Lighting. 1. The parking lot lighting shall be controlled such that lighting shall be reduced one hour after closing time. Full lighting shall be turned on no earlier than a half hour before opening time. 2. Elevation—plans-of the new addition showing lightingfixture locationsand cut sheets of lighting fixtures shall be submitted-to the Department of Planning and_Community:Development for revie and approval prior to the issuance of a building pemut The applicant shall.pmpose_lighttng fiiittures that are in-accordance-anth the submitted lighting plan. Landscaping and Maintenance: 3. The applicant shall submit a landscape plan to the Department of Planning and Community Development staff planner for review and approval prior to issuance of a building Permit' - -- 4. To the extent allowed under the existing AUL and applicable laws, the applicant shall install plantings and screening along the rear perimeter of the properties that abut the Federal Street residences to provide year round screening,including evergreens,between the Federal Street residences and 293- 297 Bridge Street properties. 5. The applicant,owner,or assigns shall maintain the landscaping along the tear perimeter of the properties in perpetuity. Dumpster and Outdoor Storage Area: 6. The petitioner shall move the dumpster location to be adjacent to the outdoor storage location within an enclosure as to screen the dumpster in accordance with the dumpster ordinance. City of Salem Board of Appeals May 31,2017 Project:293-297 Bridge Street Page 7 of 7 7. The chain link fence surrounding the outdoor storage area shall include slats or screening as reviewed and approved by the Department of Planning and Community Development prior to the issuance of a building permit Rebecca Curran,Chair Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal fm this ded ian,if ay;shall be wade pursuant to Seebox 17 of the Masrachnretd General Zm s Chapter 40A,and shall be frkd within 20 days of fikxg of this deei i v in the offia of the G' ,Ckrk Panwnt to the Marsaehasetts Gene allmv Chapter 40A, Section 11, the Va iana or Spedal Pemntgraxted herein shall not take ea until a ropy of the decision bearing the artifieate of the Gty Clerk bar been frkd with the&six South Registry of Deeds. b l �`L l��o — S�-� c�� n-��,►,t woz CD �ou w an4- c Lep l oPl- n It U-Y-) --Y�e d v) &e:-f-v) eL rv)o-I-1 'j Cc)n f�+OD s$2iP ComVnen s: e ELIZABETH M.RENNARD 'r s �) VICTORIA B.CALDWELL CITYSOu=R \, 1 A.SSLITANT CITYSOLIQROR 93 WASHINGTON STAFEf 93 W/SHIN(:'f1DN STRGb'[' SALEM,MA 01970 ��rgryg�t?%� SALEM,MA 01970 1xi 978.619.5633 Te.I-978.619.5634 FAm 978.744.1279 CITY OF SALEM FAX: 978.744.1279 EMAIL'BUNNARD&ALEm COM IQMBERLEY L.DRISCOLL,MAYOR EnuaL:vcALDwass.QsALmi.coM LEGALDEPARTMENT 93 WASHINGTON STREET SALEM,MASSACHUSETTS 01970 To: Planning Board Members From: Elizabeth Rennard, City Solicitor CC Re: FHOD Opinion Date: July 20,2017 You have asked for an opinion relative to a condition for a Flood Hazard Overlay District ("FHOD") Special Permit pursuant to Section 8.1.4 of the Zoning Ordinance as it relates to the proposed F.W. Webb expansion, specifically the condition that the project has "adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets-and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from waterbodies or high runoff." As you know, in order for the Planning Board to issue a Special Permit under Section 8.1.4, the Board must find that four conditions, including the one referenced above, exist as part of the proposed project. It is important to keep in mind that the Flood Hazard District is an overlay district and its boundaries are defined in Section 8.1.2.2. Properties subject to this District are in the City's flood hazard areas and the 100-year Base Flood Elevations. The Special Permit condition at issue anticipates that these properties will flood and requires that adequate provisions be put in place for vehicular and pedestrian movement, not that the lot be "flood proofed"or somehow removed from the flood plain. The Board's Peer Review Engineer found that the proposed design creates minimal changes related to the convenience and safety of vehicular and pedestrian movement within or adjacent to the site. See excerpt below from his report. 2. The project is to provide adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)cause by either overspill from waterbodies or high runoff. • The proposed design creates minimal changes to the existing function of the property and therefore should not have an adverse effect on the current safety on the property. The proposed 67'curb cut was discussed extensively by the Zoning Board and was ultimately approved. • The Applicant states that the finished floor of the proposed addition will be 3 feet higher than the FEMA 100-year flood elevation. The Applicant should provide the Flood Insurance Rate Map as supplemental Information for the property demonstrating the 100-year flood elevation is 10,as noted on the project drawings. The Board, as the finders of fact during the Special Permit hearing process, is charged with finding that, in addition to the three other conditions, that there are "adequate" accommodations for people and cars in the event of a flood. It is my understanding that any flooding to the site is tidal and in cases of extreme high tide, water begins to flood into the public street and then makes its way onto the FW Webb property. It is also my understanding from discussions with the City Engineer that 1)when flooding takes place on the public street, it is closed to traffic; 2) flooding moves from the street onto the FW Webb lot over time which affords ample time for customers or employees to move their cars and 3) pedestrians can use the ancient way up to Beckford Street to avoid any flooding. The most important fact I learned from the Engineer today, though,is that within two weeks, tide gates will be installed in the drain lines leading into the North River adjacent to the FW Webb site. This installation is part of the City's ongoing flood mitigation efforts and when installed will reduce the occasional flooding of Bridge Street. As a result, in my opinion, the Board could find that based on all of these factors there is adequate convenience and safety for vehicles and pedestrians. In addition, perhaps the Board should consider conditions requiring FW Webb to,' monitor the tidal flow into the street, block access to their site when flooding is imminent or beginning in the street, implement a policy/practice to ensure employees' vehicles are offsite when flooding is imminent and to make employees aware of the ancient path to Beckford Street. BOBREK CONSTRUCTION June 12,2017 Ms.Ashley Green Conservation Agent City of Salem, MA 120 Washington Street,3`d Floor Salem, MA 01970 RE: Planning Board Peer Review Opinion Letter 295 and 297 Bridge Street-FW Webb Flood Hazard Overlay District Application Dear Ms.Green and Planning Members: Bobrek Construction, LLC (BC) has completed its peer review of the proposed redevelopment and development of 297 and 295 Bridge Street in Salem, MA. This review encompasses compliance with the City's Flood Hazard Overlay District(FHOD)rules and regulations. This letter summarizes our findings and presents comments and questions that we have as a result of the review as our opinion of the proposed project. It should be noted that BC has received an updated drawing package for the project as a result of the Conservation Commission meeting on lune 8, 2017, therefore this drawing package was included in our review for the Planning Board. Additionally,the City of Salem's Planning Department has provided applicable Zoning Board Decision and supplementary information which was also included in the projects review. Project Documents To prepare this letter BC has reviewed the following: 1. Bobrek Construction's Conservation Commission Peer Review Letter dated May 30, 2017; 2. Turner Group Conservation Commission Peer Review Response Letter dated June 8,2017; 3. Turner Group Conservation Commission drawing set dated lune 8,2017; 4. Turner Group FHOD drawing set dated date stamped May 24,2017; 5. Turner Group Flood Hazard Overlay District Special Permit Application Form date stamped May 24,2017; 6. City of Salem Building Commissioner Letter dated January 29, 2017 regarding the project's zoning applicability; 7. City of Salem Zoning Map Ordinance change for the 297 Bridge Street Property date stamped November 30, 2016; 8. City of Salem Zoning Board of Appeals Decision for 295 and 297 Bridge Street dated May 31, 2017. Proiect Summary The project is located on two abutting properties identified as 295 and 297 Bridge Street. The applicant currently owns 295 Bridge Street and is under agreement to purchase 297 Bridge Street if the applicable permits are granted for the redevelopment. Property 295 Bridge Street contains a commercial building with a business operating known as FW Webb. Property 297 Bridge Street is a City of Salem owned parking lot utilized for overflow MBTA parking during the construction of the recently completed MBTA parking Bobrek Construction, LLC 1 June 12, 2017 2017.06.12 Salem Planning Review Webb.doc i BOBREK CONS Tnl1CTIaN t� T garage. The project proposes to expand the FW Webb operations into the abutting parking lot,expanding their outdoor storage capabilities, parking and shipping facilities. The applicant also proposes to install a new 7,000 square foot addition onto the existing 295 Bridge Street building while eliminating the majority of the parking and outdoor storage areas on that property. The project proposes to construct a new 7,600 square foot addition to the existing building, re-construct existing drainage patterns around new curb cuts, install new drainage forebays, drainage piping, subsurface storage structures for stormwater, and expand the businesses outdoor storage and parking capabilities. FHOD Planning Board Application Review: The City of Salem's FHOD requirements are identified in bold text below and Bobrek Construction's response comments for the project are identified in italicized text below. 1. The project is to comply with all respects and uses of underlying district in which the land is located. • The Applicant states that the property is in the B4 district and this has been confirmed the City Planning Department. After a review of zoning regulations and Zoning Board decision, BC has no further comment. 2. The project is to provide adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) cause by either overspill from waterbodies or high runoff. • The proposed design creates minimal changes to the existing function of the property and therefore should not have an adverse effect on the current safety on the property. The proposed 67'curb cut was discussed extensively by the Zoning Board and was ultimately approved. • The Applicant states that the finished floor of the proposed addition will be 3 feet higher than the FEMA 100-year flood elevation. The Applicant should provide the Flood Insurance Rate Map as supplemental information for the property demonstrating the 100-year flood elevation is 10; as noted on the project drawings. 3. The projects utilities,including gas,electricity,fuel,water and sewage disposal shall be located and constructed so as to protect against breaking,leaking,short-circuiting,grounding or igniting or any other damage due to flooding. • The Applicant intends to utilize existing subsurface infrastructure where possible on site including water, sewer, natural gas and overhead electric for existing building utilities. The applicant proposes to eliminate the parking area's current temporary overhead electric with underground electrical conduits which may benefit the applicant's ability to load and unload vehicles in the parking area, but may adversely be impacted from coastal storm flooding. • The use of underground electrical conduit should be clarified further by the Applicant demonstrating its ability to not be influenced by storm flooding at this project site. 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps), the Planning Board shall also find the following conditions to be fulfilled: Bobrek Construction, LLC 2 June 12, 2017 2017.06.12 Salem Planning Review Webb.doc B09REK CONSTRl1CT10N �I T a. New structures or substantial improvements shall be located landward of the reach of mean high tide;and b. The support of new structures or substantial improvements shall not be,in whole or in part, by the use of fill. • The Project does not fall within a velocity zone, therefore this condition does not apply. This letter documents our opinion of the proposed project design and discusses areas requiring clarification and/or modification to meet the applicable standards. In summary,the project complies with the requirements of the Flood Hazard Overlay District requirements, but waterproofing underground electric in the flood zone should be clarified further. Additionally, the applicant should include a FEMA flood map identifying the flood elevation across the project site. Given the Applicant has addressed all general drawing comments received during the Conservation Commission application process, Bobrek Construction has no further comment on this design submission. Please feel free to contact me should you have any questions on the information discussed above. Sincerely, Bobrek Construction, LLC John Bobrek, P.E. President Bobrek Construction, LLC 3 June 12, 2017 2017.06.12 Salem Planning Review Webb.doc RECE IVSD City of Salem NOV 3 0 2016 CGPI OF PLANNING & COMMUNITY DEVELOPMENT In the year Two Thousand and Sixteen An Ordinance to amend ordinance relative to a Zoning Map change Be it ordained by the City Council of the City of Salem, as follows: Section Z The parcel of real property situated at 293 Bridge Street, City Assessor's Map and Lot No. 26-0634, currently zoned North River Canal Corridor(NRCC), be rezoned to Business Wholesale and Automotive(B-4). Section II.A 52,491 s.f portion of real property situated at 297 Bridge Street,City Assessor's Map and Lot No. 26-0635,.currently zoned Residential Two-Family(R-2)and shown as Lot 1 on a plan entitled"Plan of Land 297-305 Bridge Street, Salem"prepared by North Shore Survey Corp.,dated July 12,2016 and on file with the City Clerk,be rezoned to Business Wholesale and Automotive(B-4). Section III. This Ordinance shall take effect as provided by City Charter. In City Council July 21, 2016 Referred to the Planning Board to schedule a joint public hearing with the City Council Joint Public Hearing held on September 19, 2016 Referred to the Planning Board for their recommendation Recommendation of the Planning Board received on September 29, 2016 and referred to the Committee of the Whole In City Council October 13, 2016 Adopted for first passage by roll call vote of 9 yeas, 2 nays, 0 absent In City Council October 27, 2016 Adopted for ,second and final passage by roll call vote of 9 yeas, 2 nays, 0 absent In City Council November 17, 2016 Due to publishing error second passage was taken up again Adopted for second and final passage by roll call vote of 9 yeas, 2 nays, 0 absent Approved by the Mayor on November 21, 2016 ATTEST: CHERYL AffLAPOINTE CITY CLERK Amanda Chiancola From: John Bobrek <bobrekconstruction@comcast.net> Sent: Monday,June 12,2017 12:23 PM To: Amanda Chiancola Cc: Ashley Green; David Knowlton;Giovanna Zabaleta Recinos;Charles Dam Subject: Re: FW Webb Planning Review Letter Amanda, The response is sufficient for me. Thanksl John John Bobrek, PE Bobrek Construction, LLC 978-317-8038 On Jun 12,2017,at 10:47 AM,Amanda Chlancola<achiancclaoSalem.com>wrote: Hi John, In your FHOD peer review letter you commented that the applicant needs to demonstrate that the underground utilities will not be influenced by storm flooding at this project site.The applicant's response is below.Is that response sufficient? I cc'd the City Engineering Department so that they are in the loop on the applicant's response to your peer review. Best, Amanda From: MMcLeodCaphlturner.com [mailto:MMcLeod@hlturner.com] Sent:Monday,June 12,2017 10:30 AM To:Amanda Chiancola<achiancolaPSalem.com>;Joseph Correntl<jcorrenti(a�serafinilaw.com> Cc:Andy McBeth<amcbethpgreenleafcm.com>; Denese Luxton<dluxton[aserafinilaw.com>;Ashley Green<aereenCa�Salem.com> Subject:Re: Fw: FW Webb Planning Review Letter Amanda: This email is a follow-up response to the two outstanding items from Mr. Bobrek's peer review comments. I have attached a copy of the section of the FEMA FIRM that pertains to FW Webb's site in Salem, MA. The AE Zone limits shown on the plan we submitted are a shapefile imported to the survey from the State of MA OLIVER GIS site. With respect to the underground conduit: New site lighting in the adjacent parking lot will be fed through underground plastic conduits from Webb's existing building. The conduits will be Schedule 80 PVC to ensure they maintain structural integrity beneath traffic loads and will be resistant to corrosion due to exposure to moisture. Underground electrical conduits are typically installed with cemented joints to create a watertight seal where the pipe sections join. Flood events generally impact features on the surface, not underground structures. Although the conduits may be submerged, they are installed to be i watertight, and when properly installed In a bed of compacted gravel they are resistant to displacement. Is this email response sufficient or do you require a written hard copy from me? Thank you. Mark Mark H. McLeod, LEEDe AP Associate 11 Project Engineer The H.L. Turner Group Inc. Architects•Engineers•Building Scientists 27 Locke Road Concord, New Hampshire 03301 Office: 603/228-1122,ext. 124 Fax: 603/228-1126 Cell: 603/892-4698 www.hlturner.com mmcleod(dhltumer.com APLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL. ----------------—_____------------------------------------------------------------__________ CONFIDENTIALITY NOTICE This email and any attachments thereto is Intended only for use by the addressee(s)named herein and may be proprietary,confidential,and/or privileged.and the disclosure is governed by applicable law.. If you are not the intended recipient of this e- mail,you are hereby notified that any dissemination,distribution,or copying this email and any attachments thereto,without the prior written permission of the sender,Is strictly prohibited.If you received this email in error,Immediately telephone or e-mail the senderand permanently delete the original copy. Sender accepts no liability for any damage caused by any virus transmitted by this e-mail.Thank you. --------------------------------------------------------------------------------------------------- <ATT00001.gif> <ATT00002.gif> <FM25009C0419G.pdf> <2017.06.12 Salem Planning Review Webb.pdf> 2 m CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE:June 1,2017 TO: ( )BUILDING COMMISSIONER (y)BOARD OF HEALTH ( ) CONSERVATION COMMISSION ( ) SCHOOL DISTRICT ( ) CITY ENGINEER ( ) DEPARTMENT OF PUBLIC SERVICES ( ) FIRE PREVENTION ( ) POLICE DEPARTMENT Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and/or to the Subdivision Regulations and Massachusetts General Law Chapter 41. We would appreciate your completing the form below and returning it to Amanda Chiancola, Staff Planner in the Department of Planning and Community Development. She can be contacted by phone at 978-619-5691 or e-mail at achiancolansalem.com Application for the following: ( ) Preliminary Subdivision Plan ( ) Definitive Subdivision Plan ( ) Waiver of Frontage Request ( ) Site Plan Review ( ) Planned Unit Development ( ) Cluster Development ( ) Business Park Development District ( ) Wireless Communication Facilities Special Perniit ( ) North River Canal Corridor Mixed Use District Special Permit (� Flood Hazard District Special Permif ( ) Drive-Through Special Permit APPLICANT: c/o Joe Correnti, Serafini, Darling & Correnti, LLP (978) 744-0212 PROJECT NAME&ADDRESS: 293& 297 Bridge Street (Webb) COMMENTS DUE: Requested by Tune 15, 2017 for hearing that night. Please attach comments: ( ) SEE COMMENTS ATTACHED ( ) CONCUR WITH PROPOSAL ( ) NEED MORE INFORMATION ( ) CANNOT CONCUR WITH PROPOSAL Reviewer'' gnature Title Date 120 WASHINGTON STREET, SALEM, MASSACHUSETI'S 01970 - PHONE 978.619.5685 FAX 978.740.0404 - WWW,SALEM.COM Jun 08 1707:01 a Salem Police Dept Records 19788250131 p.1 o)kvmm CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE:June 1,2017 TO: ( ) BUILDING COMMISSIONER ( )BOARD OF HEALTH ( ) CONSERVATION CONLNUSSION ( )SCHOOL DISTRICT ( )CITY ENGINEER ( )DEPAR1 4ENT OF PUBLIC SERVICES ( ) FIRE PREVENTION (x )POLICE DEPARI-NM-NT Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and/or to the Subdivision Regulations and Massachusetts General Law Chapter 41. We would appreciate your completing the form below and returning it to Amanda Chiancola, Staff Planner in the Department of Planning and Community Development. She can be contacted by phone at 978-619-5691 or e-mail at achiancola(a:salem.coin Application for the following: ( )Preluninan,Subdivision Plan ( )Definitive Subdivision Plan ( )VIaiver of Frontage Request ( ) Site Plan Review ( )Planned Unit Development ( ) Cluster Development ( )Business Park Development District ( )Wireless Communication Facilities Special Permit ( )North River Canal Corridor:Mixed Use District Special Permit (X)Flood Hazard District Special Permit ( ) Drive-Through Special Permit APPLICANT: c/o Joe Correnti, Serafini, Darling & Correnti, LLP (978) 744-0212 PROJECT NAME&ADDRESS: 293 &297 Bridge Street (Webb) COMMENTS DUE: Requested by for hearingthat night. Jun e 15,2017 Please attach comments: ( ) SEE CONRYTENTS ATTACHED ( x)CONCUR WITH PROPOSAL ( ) NEED MORE INFORMATION O kNNOT Cqq CUR WITH PROPOSAL ezae er'r Signature Title Date 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 -PHONE 978.619.568S FAX 978.740.0404 -W,WW.SALENLCOM Amanda Chiancola from: Thomas St. Pierre ent: Thursday,July 20, 2017 1:47 PM To: Amanda Chiancola Subject: RE: 293 Bridge Street Webb Yes, oil gas separators are required in garages having overhead doors and or floor drains. I did confirm this with Engineering also.The parking lot just need storm drains with inverts such as the ones already existing.The Building Code including the section on construction in the flood zone is for newly or substantial re-constructed buildings.Therefore, it is my opinion that the addition must conform and not the existing building.Thanks,tom From:Amanda Chiancola Sent:Thursday,July 20, 2017 1:34 PM To:Thomas St. Pierre<TStpierre@Salem.com> Subject: 293 Bridge Street Webb Hi Tom, This email is a follow up to our conversation about Webb, and the concerns raised by the Planning Board. I want to make sure I understood your response, please let me know if this is correct. If it is, I will share with the Planning Board. - Oil/gas separators are required for uses such as a working garage, but are not required for a general parking lot. • The Bui�ding Department determined that the subject project will not require oil/gas separators. The utilities for the addition will need to be located and constructed to protect against breaking, leaking, short- circuiting,grounding, or igniting or any other damage due to flooding. However,the existing utilities in the basement may remain because the existing building is not be altered. Thanks for your time and consideration. Best, Amanda Amanda Chiancola,AICP I Staff Planner Department of Planning&Community Development 120 Washington St.,3rd Floor I Salem,MA 01970 978-619-5685 1 Fax:978-740-0404 1 achiancola0salem.com Ssoggeek" Please nate the Massachusetts Secretary of State's office has determined that most emails to and 4om municipal officials aie public records, GMI please refei to. http://www.sec.state.ma.us/pre/preidx.htm. Please consider the envlronment before punting this emall. • 1 Amanda Chiancola • From: Charles Dam Sent: Thursday,July 20,2017 3:49 PM To: Amanda Chiancola; David Knowlton; Giovanna Zabaleta Recinos Cc: Cheryl Cripps;Tom Daniel Subject: RE: FW Webb- Response to Planning Board Concerns Hi Amanda, 1 have reviewed the comments and believe the applicant has adequately responded/addressed our concerns. Let me know if you would like any additional follow up. -Chuck Charles J. Dam, P.E. Assistant City Engineer 120 Washington Street,4th Floor Salem, MA 01970 cdam@salem.com T:978 619-5661 • • Amanda Chiancola From: vtsdmailer@vt-s.net on behalf of Contact form at City of Salem MA <vtsdmailer@vt- s.net> Sent: Thursday,July 20, 2017 2:51 PM To: Amanda Chiancola Subject: (City of Salem MA]Interview with Salem scientist re:tidal flooding (Sent by Ann Whittier, ann.whittier@gmail.com) Hello achiancola, Ann Whittier(ann.whittier@gmail.com) has sent you a message via your contact form (http://www.salem.com/user/1186/contact) at City of Salem MA. If you don't want to receive such e-mails,you can change your settings at http://www.salem.com/user/1186/edit. Message: Dear Amanda,This podcast, an interview with Erika Spanger-Siegfried,Salem born and raised woman who is now an expert on sea-level rise, might be of interest to members of the planning board. Surprising how near frequent innundation is,time-wise. Could you make this link available to the PB members,since tonight's meeting deals with permitting construction in a flood hazard overlay zone?Thank you. Sincerely,Ann Whittier • https://soundcloud.com/gotscience/episode-12-when-rising-seas-hit-home-what-coastal-communities-can-expect-and- when-to-expect-it 1 i High tide, 8:20 p.m., Wednesday, Ju ly 1.9, 2017 OW M F I y '� �` h �' �•t yw� .res, � rw..a.A. as .•....:. ... .... . t ..1 i. "'"` =..fe' ® �._ a r. a:.i :�+r W-Ilr VFW, AV k �• iy t X' }.11Afff !:. ii• �• Ch• F `,p07 er , . �- _ J 4US9_ j T v. I Ike r M 7V '+4�x 4 .� i Ctj '1x r 4 ' ky +a; ti.. - t , 47 f.6 t. .. y, yam, .4 t� -, � .. i.~��•��"`;�, is , � •`,�.i.s;��7^. `n ��i� *. ate:•�. �40" r,�,.yP;W.M[ ��..�.i-�.11�r"Y � 'Qf y��,-,,,� ^.,art•._r..� ".'•"nw+.ma.s-.,. .,•a.. ,fi:='^+' .fS�.+C—...a.s ,. . ... ate......".. �... 2gva 2q4 PSl i CITY OF SALEM PLANNING BOARD Notice of Decision At a meeting of City of Salem Planning Board held on Thursday, July 20, 2017 at 7:00pm at 120 Washington St., Salem, MA,the Planning Board voted on the following items: A public hearing to consider the application of Mark McLeod c/o The H.L. Turner Group Inc. for a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 Flood Hazard Overlay District to allow for the construction of a 7,600 square foot addition to the existing building on the property located at 293 Bridge Street and 297 Bridge Street (Map 26, Lots 634 and 635). The adjacent lot, currently a municipal parking lot, will be used for employee and customer parking, tractor trailer access, and exterior storage for products. Decision: Approved with conditions Filed with the City Clerk on July 24,2017 This notice is being sent in compliance pith the Massachusetts General Lams, Cbapter 40A, Sections 9 & 15 and does not require action by the recipient.Appeals, if any, shall be made pursuant to Chapter 40A, Section 17, and shall be filed nitbin 20 days from the date wbicb the decision was filed witb the City Clerk. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • PEONE 978.619.5685 FAx 978.740.0404 • www.SALEM.com CITY OF SALEM PLANNING BOARD *0142,5:2s PM htJ3 SALEM. MA S City of Salem Planning Board Will hold a public hearing for all persons interested in the application of Mark McLeod c/o The H.L. Turner Group Inc. for a Flood Hazard Overlay District Special Permit in accordance with Salem Zoning Ordinance, Section 8.1 - Flood Hazard Overlay District (FHOD) to,construct a 7,600 square foot addition to the existing building on the property located at 293 Bridge Street and (Map 26, Lot 634). The adjacent lot at 297 Bridge Street (Map 26, Lot 635), currently a municipal parking lot, will be used for employee and customer parking, tractor trailer access to loading docks, and exterior storage for products. The public hearing will be held on Thursday, June 15, 2017 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning & Community Development, Third Floor, 120 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board Ad to Run Dates Salem News: 6/1/2017 &6/8/2017 This notice posted on "Official Bulletin Board" City Hall, Salem, Mass. on Nt4, k r J n1,1- at t l;o�, in accordance with MGL Chap. 30A, Sections 'f 8-25. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • PHONE 978.619.5685 FAX 978.740.0404 WWW.SALEM.COM CITY OF SALEM PLANNING BOARD `28t7,IUN 2fl PM�=` i VITY CLERK City of Salem SALEM, MASS Planning Board Will hold a public hearing for all persons interested in the application of Mark McLeod c/o The H.L Turner Group Inc. for a Flood Hazard Overlay District Special Permit and in accordance with Section 8.1 Flood Hazard Overlay District to construct a 7,600 square foot addition to the existing building on the property located at 293 Bridge Street and 297 Bridge Street (Map 26, Lots 634 and 635). The adjacent lot, currently a municipal parking lot, will be used for employee and customer parking, tractor trailer access, and exterior storage for products. The public hearing will be held on Thursday, July 6, 2017 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning & Community Development, Third Floor, 120 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board Ad to Run Dates Salem News: 6/22/2017 & 6/29/2017 This notice posted on "Official Bulletin Board" City Hall, Salem, Mass. on JUN 2 0 2011 at /Z.'Sg PH in accordance with MGL Chap. 30A, Sections 18-25. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' PHONE 978.619.5685 FAX 978.740.0404 - WWW.SALEM.COM . H SAHE NEws REQUEST FOR LEGAL NOTICE /RCE I6 ED 2 4f L '1"/� I understand that by signing this form, I am agreeing to the cost of the legal notic to be publishe the O newspaper. �'" OF PLAN G 6 OMMUNITY DEVELOPMENT Payment is required at the time of the legal notice being received by the city and before it is published in the newspaper. Please make checks payable to THE SALEM NEWS: The Salem News Attn: Legal Notice - 32 Dunham Road ' Beverly,MA 01915 Prepaid cost required to run:$260 ***important:Average legal notice costs are estimated;customer will either be refunded or billed after the legal notice is published. Check#001287979 (attach check) If payment is not received,the legal notice will be cancelled. 295ridgeM.ciates By sAt ep C. renti, Esquire 610 wr ) f City of Salem Department of Planning & Community Development CHECK RECEIPT AND TRACKING FORM DATE ,�'J��y ��al } BOARD G nn( STAFF GI/u CLIENT: PROPERTY ADDRESS: 2-q CONTACT NUMBER: PURPOSE FOR C APPLICATION: St\ � C�C� Z UUW 10 CHECK # 12- AMOUNT 2AMOUNT RECEIVED: $ Z U i CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 26-0635, 26-0634 297-293 Bridge St DESCRIPTION OF REQUIREMENT: Parties in Interest: The applicant Abutters Owners of land opposite any street or way Abutters within 300 feet Planning boards of abutting cities and towns [ ] Assessor's Certification on Applications to the PLANNING BOARD for Site Plan Review, Waivers of Frontage,Wetlands and Flood Hazard Special Permits,Wireless Communications Special Permits,Cluster Development Special Permits,Planned Unit Development Special Permits, and Business Park Development Special Permits. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11)to the parcel(s) of land listed above as the project site. S — 1 Assessor's Signature: Date: — <n j Number of initialed pages attached.,--13 Once Certified, Return to: Department of Planning and Community Development 4i EvsjPeel''AddressLabels ; Csotoavery.com/templates AV �5✓c 5160®, ( Send along line to expose Pop-up Edge® I Use AveryTemplate5160I Parcel ID:26-0634-0 Parcel ID:26-0635-0 - Parcel ID:26-0032-0 295 BRIDGE STREET - CITY OF SALEM - MASS COMMONWEALTH OF C/O F W WEBB CO 93 WASHINGTON ST DEPT OF PUBLIC WORKS 160 MIDDLESEX TURNPIKE SALEM, MA 01970 MA BEDFORD,MA 01730 Parcel ID:26-0038-0 - Parcel ID:26-0039-0 Parcel ID:26-0040-0 .SALEM CITYOF - BRIDGE STREET SPORTS MASS BAY TRANS AUTHORITY LESLIE NOEL A P O BOX 845142 280 BRIDGE STREET BOSTON,MA 022845142 SALEM,MA 01970 Parcel ID:26-0041-0 Parcel ID:26-0042-0 Parcel ID:26-0043-0 SALEM CITY OF MASS COMMONWEALTH OF MASS COMMONWEALTH OF MA MA Parcel ID:26-0045-0 Parcel ID:26-0055-0 Parcel ID:26-0493-801 MASS COMMONWEALTH OF MASS COMMONWEALTH OF 191T0TnTrSfREET-" MA MA 24'000ECOi-T110AD 3 Un1ti- Condo Convv,5Coo, LLr_ 12 MQ ^n s� 1�o� e zl SS PafcellD:26-0493-802 bregQ�f �Ugrlt-ParcelID:26-0493-803. �lgf�21}��, Parc211D:26-095-0 rn� O tg N oTu STR T i t C J i 19YQ0RTFf$TRE T LLC t^rq �_qJrq CHERRY GARY 24VV'OECDI TREAD 24-0106GGT -RGAD 25 NORTH ST 6*NN-.MA4 OT902— LYNNE X1902 SALEM,MA 01970 Z- ImA 1 ti ( � V�JAof,A'Yl S�' L1 C Yv1e-dPDrd/ oz 155 tX4--4- 6l9-713 Parcel ID:26-0496-0 Parcel ID:26-0497-0 - Pa>FE -0 DAFFODIL REALTY TRUST MURPHY PAMELA LIECHEL PANTELAKIS MARIANNNE 85 FEDERAL STREET 87TREET U2 27 NORTH ST SALEM, MA 01970 SA70 SALEM, MA 01970 Parcel ID:26-0498-801 Parcel ID:26-0498-802 Parcel ID:26-0498-803 CHASE JOHN LIEBERMAN RACHEL ANDREWS MICHELE R CHASE ELIZABETH 87 FEDERAL STREET U2 87 FEDERAL STREET U3 87 FEDERAL STREET Ut SALEM, MA 01970 SALEM,MA 01970 SALEM,MA 01970 Parcel 10:26-0499-0 Parcel ID:26-0500-0 Parcel ID:26-0503-0 GRAHAM-DWYER JANE OLSON ERIC A 0 vin t �F I 'e-1 DWYER KEVIN F OLSON MARIE D 89 FEDERAL STREET 3 FEDERAL CT 4 FEDERAL CT SALEM,MA 01970 SALEM, MA 01970 �„ SALEM,MA 01970 Parcel ID:26-05040 Parcel ID:26-0505-801 Lego) I ltnyl d Parcel ID:26-0505-802 ARLANDER ARLANDER JEAN C TEALTY R - - 95 FEDERAL ST U1 AY'B - �.AGFla�tll2 r KENDALL ROBERT F KENDALL JANET A 93 FEDERAL ST SALEM,MA 01970 �-n'��' �- 95 FEDERAL STREET U2 SALEM,MA 01970 - SALEM,MA 01970 Parcel ID:26-0505-803 Parcel ID:26-0505-804 *M,, l COMRIE DENAE H S 95 FEDERAL ST U3 95 FEDERAL ST U4 S SALEM, MA 01970 SALEM, MA 01970 1U101 �e ) ,- 9AASS0 )"I OAI cl S Pat:averycom/patents ttiquettes d'adresse Easy Peel® Allez a averyca/gabarits I Repliez'a la hachure afin de revdlerie rebord Popupv I Utilisezle GabaridAvery5160I ' r �` ; Easy Peel�AddressLati s ; Gotoaverycom/tem�llates; ., Mill®' Jr' ��Q Bend along line to expose POP-Op Edge® Use AveryTemplate 5160 1 Parcel ID:26-0508-801 Parcel ID:26-0508-802 Parcel ID:26-0509-0 GWIN JAMES VAN DYKE STEPHEN C LUCHT JENNIFER VAN DYKE WHITNEY R 101 FEDERAL STREET U101 .103 FEDERAL STREET U103 105 FEDERAL ST SALEM,MA 01970 SALEM,MA 01970 SALEM, MA 01970 X\d n0. Parcel ID:26-0510-0 Parcel ID:26-0594-0 Parcel ID:26-0594-801 - SALLAH CHRISTOPHER M - - -FED L R R - ABREU NATALIA S LEVIN JOCELYN E GODDA N TR 108 FEDERAL STREET U1 22 BECKFORD STREET _ ' 217 ES :L DUVAL SALEM, MA 01970 SALEM, MA 01970 SAL , A01970 Parcel ID:26-0594-802 Parcel ID:26-0594-803 Parcel ID:26-0594-804 DEMATTEIS JULIE PAPPAS MEGHAN - DALY JAMES T 108 FEDERAL STREET U2 110 FEDERAL STREET U1 110 FEDERAL STREET U2 - SALEM, MA 01970 SALEM,MA 01970 SALEM, MA 01970 Parcel ID:26-0594-805 _ Parcel ID:26-0598-0 Parcel ID;26-0599-0 CARON JOEL NICHOLAS JEFFREY CARON JOEL F 4 ANDOVER STREET ROURKE KERRY CARON JUDITH H SALEM, MA 01970 6 ANDOVER ST 4 ANDOVER ST SALEM,MA 01970 - SALEM,MA 01970 Parcel ID:26-0600-801 Parcel ID:26-0600-502 Parcel ID:26-0601-801 GILLIGAN DONALD D DAVID A.TRAINOR REV VON BRUNS CHARLES P MANISCALCO REGINA L TRAINOR DAVID A TR ELAINE R 2 ANDOVER STREET UA 25 BECKFORD STREET UB 3 RIVER ST U2 SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 Parcel ID:26-0601-802 Parcel ID:26-0602-0 .. Parcel ID:26-0603-0 VON BRUNS CHARLES P CARR JOHN H JR - KNIGHT ANN H ELAINE R - CAROL P 11 RIVER STREET 3 RIVER ST U2 7 RIVER STREET SALEM, MA 01970 SALEM,MA 01970 SALEM,MA 01970 Parcel ID:26-0604-0 Parcel ID:26-0605-0 Parcel ID:26-0606-0 JOHNSON RICHARD L LUCAS LARISSA J JOHNSON CYNTHIS M 15 RIVER ST - 13 RIVER STREET 15 1/2 RIVER STREET SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 C I LA R A , Prato e-1 am Parcel ID:26-0611-0 Parcel ID:26-0612-0 Parcel ID:26-0613-0 HANKENS KEVIN W TRAINOR STEPHANIE J NUGENT MARY ELIZABETH HANKENS MELISSA MADIGAN DANIEL F - NUGENT PETER F 16 RIVER STREET 14 RIVER STREET 18 PIGEON HILL STREET SALEM,MA 01970 SALEM,MA 01970 ROCKPORT,MA 01966 Parcel ID:26-0614-0 - Parcel ID:26-0615-801 Parcel ID:26-0615-802 78 FEDERAL ST SALEM MA - 6-RIVER STREET REALTY1�,I PAUL MARTEL 2004 ALLA VICTORIA R TR S TR VMf L I MARTEL PAUL TR - 78 FEDERAL ST 233 HOPKINTON ROAD 233 HOPKINTON ROAD SALEM,MA 01970 CONCORD,NH 03301 CONCORD,NH 03301 Parcel ID:26-0616-0 Parcel ID:26-0617-0 Parcel ID:26-0618-0 WAKEHAM LYNDSEY S. COX IAN J RAM CONSTRUCTION, LLC WAKEHAM BRENDAN M. COX CAROLINE V 160 MIDDLESEX TURNPIKE 4 RIVER ST 2 RIVER ST BEDFORD, MA 01730 SALEM, MA 01970 SALEM, MA 01970 Pat averycomJpatents Etiquettes d'adresse Easy Peel® Allez a averyca/gatarits I RepliezalahachumafindereveleriemborJPop-upP i Utilise Ie Gab36tAvery51601 r V 5160® EasyReel®Addres abeis AGo to avery.com/tamplates l ��® - I Bend along linetoexpose Pop-up Edgee I - Use Averylemplate5160I Parcel ID:26-0620-0 - Parcel ID:26-0621-0 Parcel ID:26-0622-0 TRAINOR STEPHANIE J FRARY THOMAS JR HART DAVID M MADIGAN DANIEL F - WELDON SUSAN CLEARY BARBARA A 14 RIVER STREET 106 FEDERAL ST 104 FEDERAL STREET SALEM,MA 01970 .SALEM,MA 01970 SALEM,MA 01970 Parcel ID:26-0623-801 Parcel ID:26-0623-802 - Parcel lb:26-0623-803 JOSEPH E.HOMAN 1112012 WILLIAMSON MARY ANNE KOOPMAN FREDERICK S HOMAN JOSEPH E TR 102 FEDERAL ST U2 102 FEDERAL ST U3 ONE KIMBALL COURT - SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 Parcel ID:26-0624-801 Parcel ID:26-0624-802 Parcel ID:26-0624-803 HENDERSON MITCHELL V - SULLIVAN DAVID 100 FEDERAL ST U1 100 FEDERAL ST U2 100 FEDERAL ST U3 SALEM, MA 01970 SALEM, MA 01970 SALEM,MA 01970 S O� i'11�'+'� Parcel ID;26-0625-0 - Parcel ID:26-0626-0 Parcel ID:26-0627-0 GAULL JAMES E SASS STEVEN A G ROY ORENCE ICra tJ 4 C I S 11 CHESTNUT STREEET GOLUB ELLEN C/0 E BERG D MARBLEHEAD, MA 01945 1BfAcO 9 NIG;HT/ry� NE R-f-'0✓� SJ -ea i" S /L0101 U ltdtl" tO bvrnaOJz' J} b2-01,b S ) e,-,-1 , w1t4 0I910 P' D:26- 8-0 Parcel ID:26-0628-801 P O ID:26-062&-802 SMAL C TORRES ANDRES J CRUZ LANDER JACQUELINE M 110 DER EET 88 FEDERAL STREET U1 88 FEDERAL STREET U2 r - SALEM, 019 - SALEM,MA 01970 SALEM,MA 01970 Parcel ID:26-0629-0 Parcel ID:26-0630-0 Parcel ID-26-0631-0 FELTJONATHANL �S'A C��i��l p�,'i1 1- Q��R�ND-I S"r (_LC - FELT NT STNNE R �7 82 FEDERAL ST"rlL`1, UndS SALEM, MA 01970 JRdSHI# SALEM, MA 01970 Saltr✓1, fll, 019-70 Parcel ID:26-0632-0 - Parcel ID:26-0633-0 Parcel ID:26-0636-0 ESSEX INSTITUTE GORDON REALTY TRUST OF FRANKE-OTTEN ROLF J 120 ESSEX ST GORDON GREGORYIGORDON M FRANKE-OTTEN CYNTHIA SALEM, MA 01970 76 FEDERAL ST 30 BECKFORD STREET SALEM, MA 01970 SALEM, MA 01970 Parcel ID:26-0637-0 Parcel ID:26-0638-0 Parcel ID:26-0641-0 STAUFFER RICHARD K STORRS MARY LEE WHITTIER STEPHEN D STAUFFER JANE C 26 BECKFORD ST WHITTIER ANN 28 BECKFORD ST SALEM, MA 01970 10 RIVER ST SALEM, MA 01970 SALEM,MA 01970-3202 Parcel ID:26-0642-0 - G&M REALTY TRUST ROSSI GABRIEL P JR TR 52 MARTIN STREET - ESSEX, MA 01929 - - Pat:averycom/patents i ttiquettes d'adresse Easy Peel® Allez A averyca/gabarits � I Repliez5 la hachureafinde revelerlembord Pop-up° 1 UtilisezleGabaritAvery5160I 2 �^9 Eft �P iiTw�ia� T�a..m. m E St{8EE7 10 .ti.,,T..,�... v ll �IP16C P9yq 10 Pr g(a RTLOCI GE a E§ : I i Et �B T RIVER STREET t o (yO� m 10 �pv f E O STREET � g AND-OV_E.R F O 0 0 2fi0 5Afl PnMetl onO nI 011 in 0227 PM - 0 lu?9eo>almn!19f1 �, .. 'I ®dndod{u a��sJ �$,�y agn�,o qday � i - _ l,, d.' ' I Bl loh 1 A113 �`' i Go to aver�lu �itacp�n��els i . 1 aAeeza�y76U'� .1 I ® n a m u - .Use Ave Tem late 51601 Pg cel ID:'26 08-801 l + . 101k1^EDERALh,STREET U101 i -SALEM, MA 0,1 1 7, Gu.d PercelID:26-0510HQ' ` ! Parcel ID:26-0 SALLAH C1tRISTOPHER M FEDL R R� h LEVIN JOOELYN 61, I I GOD A. 'M'TR 2AECKFORD STREET ' 217 ES " :L DWAL SALEM,MA 01970 + SAL , A 01970 -- -- --- --- ___- a I tl. 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I'imprimante 6"Etiquettes" de la impresora a"labels" at Imprimez. o etiquetas a imprime. / Need help? Besoln d'aide? BNecesitas ayuda? Visit avery.com/help Visiter avery.ca/aide Visita avery.com/ayuda Visit Avery®Now C �:�L Scan for access to printing tips,product information,help and more using your smartphone or tablet. Scannez pour avoir accts aux conseils d'impression,('informations produit de('aide at plus 6('aide de votre smartphone ou tablette. Escanea para acceder a sugerencias de impresi6n,informaci6n de productos,ayuda y mucho m6s utilizando to teldfono m6vil o tableta. C V GENUINE/AUTHENTIOUE/GENUINO - msosas ' If it , 1>'Ppll I . � I Y ` Parcel ID:26-0624-803 ` 100 FEDERAL`ST\ 3 3 EO &,�',61 j0'k Parcel ID:26-0626-0 Parcel ID:26-0627-0 SASS STEVEN A G ROY ORENCEJ��e GOLUB ELLEN �.l/�V CIO ,"Fib LL 0 9 NIGHT. 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Modifier le r6glage de Cambia la configuraci6n Change printer settings 41 41 to b"Etiquettes" 41 de la impresora a"labels" to"Labels"and print. et Imprimez. o etiquetas a imprime. Need help? Besoin draide? BNecesitas ayuda? Visit averycom/help Visiter avery.ca/aide Visita averycom/ayuda Visit Avery® Now � 1 Scan for access to printing tips,product information,help and more using your smartphone or tablet. Scannez pour avoir accts aux conseils d'impression,('informations produit de I'aide et plus b('aide de votre smartphone ou tablette. a Escanea para acceder a sugerencias de impresi6n,informaci6n de productos,ayuda y mucho mds utilizando to tel6fono m6vil o tableta. Q IS Ry. V GENUINE/AUTHENTIOUE/GENUINO 8160913 lil e�a�la®glaacne>a8opwu�5 I i us� mP�saaeol� Parcel ID:26-0635-0 ` I, Parcel ID:26-0032-0 CITY OF SALEM MASS COMMONWEALTH OF 93 WASHINGTON ST DEPT OF PUBLIC WORKS SALEM,MA 01970 MA Parcel ID:26.0036-0 SALEM CITY OF - - I i Parcel ID:2&0041-0 Parcel ID:26-0042-0 Parcel ID:26-0043-0 SALEM CITY OF MASS COMMONWEALTH OF MASS COMMONWEALTH OF MA MA Parcel ID:26-0045-0 Parcel ID:26-0055-0 Parcel ID:26-0493-601 MASS COMMONWEALTH OF MASS COMMONWEALTH OF 191WORTFtS�� MA MA 2 3 t�. o d �On,� /� ,y, l�-y�yr�na�r�,p� R ozl55 Parcel ID:2,6-0493-802 Q�' UA✓lLParcel ID:j26-0493=603. �,I�,Q110rLaVr�aPa�kI,1,: 95-0 eo ninoru STRPET I I C �' I 1�EC�� M Jrc CHERRY GARY I w/'A �u 1 24 V00CCO1TTYbwAD ID11I 25�N J' ST L-YNN-IAR01902— L �I SALEM, MA01970 i Z-1 tmP d,rordTl l l_- 0 155 aRtzyn' YK4 01`� tp r -- -— Pam :2C LIEBE„ CHI 87 FE ET U2M� Parcel ID:26-0503-0 D m 4 FEDER�MAL CT` v SALEM, `01 70 i —Parcel ID:zb-U5U5-6U1 kLgc1'yn,�e�* �.alle a_. 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Mecesitas ayuda? Visit avery.com/help Visiter avery.ca/aide Visita avery.com/ayuda Visit Avery® Now 1 L91 Scan for access to printing tips,product Information,help and more using your smartphone or tablet. Scannez pour avoir access aux conseils d'impression,('informations produit de I'aide at plus b I'aide de votre smartphone ou tablette. Escanea para acceder a sugerencias de impres a,informaci6n de productos,ayuda y mucho m3s utilizando to tel6fono m6vil o tableta. \ !i'`'�1V LE Ry. V GENUINE/AUTHENTIQUE/GENUINO 8160923 CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 293 Bridge Street {26-0634-0} 295 Bridge St {26-0634-0} DESCRIPTION OF REQUIREMENT: Parties in Interest: 'v The applicant Abutters Owners of land opposite any street or way Abutters within 300 feet Planning boards of abutting cities and towns J Assessor's Certification on Applications to the PLANNING BOARD for Site Plan Review, Waivers of Frontage,Wetlands and Flood Hazard Special Permits,Wireless Communications Special Permits,Cluster Development Special Permits,Planned Unit Development Special Permits, and Business Park Development Special Permits. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11)to the parcel(s) of land listed above as the project site. Assessor's Signature: 1W Date: ( /� Number of initialed pages attached: Once Certified, Return to: Department of Planning and Community Development p as _ .im iu SdssPro#3.9{45£34-5�c :. ckWti 1tCtlfaxfrbTo Fite.��Edt Rccaed !@au49atE'�PraceUt�€irtro� cats`;'CtPtieeis m,,}iei� „tu4 '; _ ' Indexed 6y Parcel ID CardU ' Add Mad Del Save Cana ..._ParreND�26Q627-0' W"`fid .a(i; Lacatri�tr881129Q FT7ERAlSTREETe.S.0 Coag� 4Q43Q0'i m- . ' Current caner". 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