Loading...
64-560 - 265,285 CANAL ST., 70 LORING AVE. - CONSERVATION COMMISSION DEP 64- 5V0 Plans l A P`wevBRODGAYN6/460 E-].use e�n G� eD 3sl,D-vvq) a rp y,W IB/nge5 REMOVE IC-•.3(e'1 E rLGW iC-3 a()fiR w's P-nes /Ir/39)9 •5 _ --OPXr ttW �� WC \ y395 D Os Or aNw caw PI p$a' _ I413E Cu f _ W &,WAW[ I� MESE rCW O.Z O LjLij \ REMOVE UNDERGROUND q Fes ' ®\ co \ ` ELECTRIC AS REQUIRED s ff1 W jl ( /- �. A PEEnONSE DIAPHRAGM \\ uJ -•- �. __ C �1 W LIMIT OF QEPRING \ Ir-' ��E I O \ „A�FIEALL \ y� I P571 U IXIXAA CRw55 \ -_ J CAVE , -,, W, � � \ L REMOVE EMSnNG FN I_R�y _ y -_ PROTECT TREE \ r o E MACKEY BMIIDMC ~' '' m n 8 Ll ' KC \ S ANCUT PAMEMENT AT `i hi 3 / i w o N DSS \ REMOVE I \ I Ai � S LIMIT OF WOPo( I PROTECT FENCE I5 ( \ _ LL u0 B E INAA / SAWCUT PA WENT (E q Aw \ 6 CIL"-T- ` \ _•> O, /350 Ian � QARfL ( 13 ES � , i906� yb(]6' `ate RCPI `{L� F u / B- (w1 EbSTNG PViDIENT L-.-.c / as P wL_ caartrL &w etR) W LEGEND @\� \ wo ° bI ✓ --- - Asa OVE EbsnxG 3D5 ®® CATCH 64GPV Pc ^. 1\ l {{ 1 pSTRIPINC "SPNG STRIPING © CABLE TELEV.SION MANSION \ e I TO REMAIN F q 4N9 (5) GRAIN GRAIN MANHOLE 3 © ELECWIC MANx0.E �� ACE I / DDDR 1 12 aOTm R5n \ PAVEMENT l \ sswPu: m SEATO LANEOUS MANHOLE (Jwx -1'Z t��S % V (,1 TELEPHONE MANHOLE `\ iELEPHGNC NANHCLI (OWl NATER MANHOLE - OG o GAS GALE -1`1�e`(�JW V 1 IGH, e+Ss (� D° WA ER CATS re�9a Mnu W u°,u a �0. f oa' FIRE HYDRANT R.Ig(�ExixG^) •� •A a9 0 \ wort X01 }e -1=P, Z UP, UA.rtr P01£ caw. s n , \ LIGHT POLE \ 3\\� SNP fiLC WEl,x6) I (,2 NN£) I 2�R pc) NAND MOLE FI5C3 OW F MS [[J R•C] O TRASH CaN C A ✓ uv. METAL POST REMOVE EbSTING STRIPING ,(I °pE) ✓ v s ST �� i • TA11.9.e c AaN\ N n IF • CONCRETE POSY P'a6 s. RON POST P-A11 'S. ra DECIDUOUS TREE WTx TRUNK DIAMETER LSRps sp d ` `` TC n \ '_�• �__ Al w+s; Li. HANDICAP PARKING INSTALL AND MAINTAIN _ _ _ _ryq 5• P= - c or y 631.43 SPOT ELEVATION ER090N�6EN! ARRIFA p 6 F-0EiDTE E rt—_ - `A' - I 1 �C� ,a`5N NWre 1 GTG-IN Nw CLE CHART LICURB FENCE X� 3 -DM1 F 36'D EuIED sE, INSTALL ANO MAINTAIN EROSION P VERS GAL GRANITE FB MR �� -y,v • 1 Y.011HEELCNAIR RAMP �/l0 �,]D 0 \ w w R NIU CLCVPIION EOUALS 13500 \ S J',0' • NUT ELEVATION ECUALS R•eaA \\ Ro w. �M �� �p \y ss ON N'E �4 _ _ _ pen 5 �} 1 ac £ F rx. TW OF IT"ELEVATION EQUALS .S.DUSTING TO P•a\ � \ \\ ���� � � `1 UNIT IT OF REMOVAT AT IXISnNG RAKING TO REMAIN f NO FIPCS N51&E \\ s q ,� Tow. TOP 0I WATEF �\. 1 -_� -t - _ , s 1 - -Ps .� M [ PROTECT AND PROPER IY LINE \V 1 DDA '• } 1 \w -nCf6"Rcv) CLF.AM W Tt53 —WV— V UNDERGROUND If TELEVISION LINE GRA \S C�� „e61 RRds x[ a eau D RFi \ UNDERGROUND DRAIN LINE RENIONE/lBECLANIMNT 6N!4 aWJ tWa 5Tm 11M35 e I I '\ CUT AND CAP GAS E UNDERGROUND ELECTRICGAS LIHf FASTING PAVEMENT, SAWCUT Nip BEHOVE PAVEMENT ( SERNCE AT PROPERTY UNDERGROUND CAS UNE \ VV \� : - - SNOW 1 REMOVE GAS METER ONE 5 UNDERGROUND SEWER LINE \\�^ r UNDERGROUND TELEPHONE LINE MESCS ELL NCIE Y_ w OVERHEAD INE) NATEF LINE .�t]a6. \\ &0 W �b RRR\\\\\\ \ ,I r-.. "I LOCATE,CLEAN AND \ \ \\\\\ E 9 ( Cl ) C�9Gs3C, \ II' CANAL MONITORING WELL \ 1 REMOVE W FRAMED REMOVE V) 1 e 1 E:)j l l OF OMH 17'DInON STREET LAND SUBJECT TO COASTAL STORM FLOWAGE(EL tT3) \ GRATE,FILL STRUCTURE f LLV 1- , -- PAVEYENi SAMNT \ R•,ID , �• ANp ABANDON IN PUCE A^ D SAWLUT PAVEMENT AT 'J"5 PROTECT, CI 7 54 PARKING LOT — — — UNIT OF NL"QK LIMIT OF FUND 65 A ^ _..�.r+' 6T 4S EO 1 11 e3 TERNATE EROSION/SLDIMENTAnON BARRIER as�C'S C v \ i 2658285 Canal Sheet PAVEMENT TO BE REMOVED ' n-69(6 vc a p.I\ +' T 1 ✓ CONFIRM DEPTH OF B-6 Mfi'YL) \ C 1 ALTERNATE ,(• p+l \ S\ RN T, CM Exp I J 1 FOR POSSIBLE CONRJCT Salam,MA 01970 DEMOLITION NOTES: AB ke WITH PROPOSED DRANK! PRjed NUmbm 4011.0010 BEHOVE EXISTING WEIR 1W5 non BUILDING ♦ �� ( , ).�-,� e 2g(E O) 1. PIE LO('APgiS OF UNDERGROUND UTILITIES ARE HPPRObMAIE AND PRE NOT GUARANTEED BY ME GINNER OR SEE DEMOLITION PLAN \ V W Nlc \ _ AOUT BANIO N PIID Lta* ., Sl ` �i. ) •.(xA Rcvl THE ENGINEER. B IS ME CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, ANTICIPATE CONFLCTS, \ REMOVE [ CONSTRUCTION REPAIR EXISTING U IU TESD RELOCATE EXISTING LIIILDRES REQUIRED TO COMPLETE ME WORK. \ WALKS C ss \ P GTECT NFR y 1 AL1E8tlAff a SEA MAROONED DOCUMENTS 2. THE CONTRACTOR SHALL OMAN AND PAY FOR ALL PERMITS NOT ALREADY WINNER BY THE OWNER AND R \ ten.- ` \ N GRAN PIPE OPENINGS ARRANGE AND PAY FOR ALL NECESSND'INSPECTIONS AND APPROVALS FROM THE nUIHOR111E5 HAVING JURISDICTION. AN 5 ` PROTECT D CLEBN GENERAL NOTES - \ #''' GB 71% Data Issuend LL IN 3. CONTRACTOR SHALL. APPROPIBATE PRI EROSION CONTROL MEASURES OR TO DEMOLITION/CONSTRUCTION \� - 1 _R E s ACTMPES. CONTRACTOR SHALL MAINTAIN EROSION CONTROLS MR THE DURATION OF THE PROJECT AND 1. EXISTING CONDITIONS BASED ON TOPOGRAPHIC SURVEY PREPARED BY \V ' s.s{6 REI O q e 6(1 Pcv) November 15,2013 REMOVE AND DISPOSE OF COINTROIS AND ACCUMUUTFD SEDIMENT UPON GOMPLITON OF WORK. NOSCH ENGINEERING DATED MAY 6, 2008 AS UPDATED BY LIMITED 9�.4 D• (s) A , \� III."(,3 RCP) SUPPLEMENTAL SURVEY PERFORMED BY DOUCET SURVEY, INC IN R-,x, \. 9 c a vc) DA\ Z i� No. DENDRIPTER DATE 4. SAWCUT AND REMOVE PAVEMENT/CONCRETE ONE FOOt OFF PROPOSED EDGE OF PAVFAIEW. CONCRETE OR A.6.X6"vvcl EXISTING CURB ONE IN ALL AREAS WHERE PAVENEW IS TO BE REMOVED AND ABUR EXISTING PAVEMENT OR SEPTEMBER 2013. e-66(6Yc) 'µ\ r I sIX6"") •w REMOW/RECLAM MISTING 1 MMb AInbN 1l_NM 5z A CONCRETE TO RVAML / C-1,K I 1 \c� '\\\\` _ 2. THE AMERICAN DATUM COORDINATES ORIENTATION REFERS TO ME NORMP< .M--ENT 9. ALL MATERIALS SEINED M TO LV REMOVED SHALL BECAME THE PROPERTY'OF THE R CONTRACTOR UNLESS COORDINATE DAMS OF 1983 ND ZONE. MASSACHUSETTS STATE PLANE STINGREMOME/1REQ-AlmMENT \ \ MEOTHERWISE SPECIFIED T(I OPERTY OF ME ON SAVAGED. E CONTRACTOR AISHAIJLNLS NOT SUITABLE FOR REUSE OFF-SIRE BECOME COORDINATE SYSTEM MNNlANO ZONE. EXISTING PAVEMENT T 5 .\ Vc I-t6gaP — ACCOPPOANCE WITH ALL FEDERAL, STSTAM AND LOCAL EEGULA ONS. ORDINANCEERSIMSE OF S D CODES.OFF-SITE IN W3,Ay \ \ s e \ PROTECT �,D C — 3. SURVEY ELEVATIONS REFER TO NATIONAL GEODETIC VERIICA DAVM OF Areca \ ° _ w m _ 8. REMOVE TREES AND BRUSH AS REWIRED TDR CONPlElION OF WORN.ALL TREES SCHEMA-ED TO BE REMOVED 1929 (NCVD29). re.IN3 rycc �,_ LL IN SHNL BE eMRKED BY THE COMRACiON AID RENEWED IN ME FIELD MIH ME OWNER. IA-I'(A'1 ec EeaulA -TI.' / 1w\ A\ — 4. FLOOD ELEVATIONS ARE BASED ON THE.NORTH AMERICAN VERTICAL DATUM IR-i6(e'1 — T. CONTRACTOR SHALL GRUB AND REMOVE AL SNAPS OF TREES TO BE REMOVED AND DISPOSE OF OFFSIIE IN ON 1988 (KAMEN). THE CONVERSION FACTOR FROM NAV NMI TO NGVD29 Ic-a a(e'vrc) l\ m \ N.T '.V p\� — ACCORONNCE WOH FEDERAL, EDAM h LOCA UWS AND REGULATIONS. ME CONTRACTOR SHALL STRIP ALL IS HOA FEET. OJT,CAP AND ABANDON R�,A ,_, / / TOPSOIL WITHIN ME UNITS OF WORK AND STOCKPILE FOR REUSE TOPSOIL NOT RE-USED SHALL BE ME SEA ALL ABDCMNW In.3.A(e`�Ii\\�g �D PROtECT E%IBTINC THEE PROPERTY OF THE CONTRACTOR AND BE PROMPTLY REMOVED]ROM ME SITE. MPNHCI£INLETS IP• 13y5( ") \s \ 4•,sll \ EXISTING 5. 8000 ELEVATION SHOWN AS ELEVATION 10.5 NAVD88 (11.3 NGVp29) \\ REMOVE CS FRAME AND O B. PN1'IXISnNG WORK OR PROPERTY DAMAGED OR NSRUPIW BY CONSfRVCTION/pEMOlI110N ACTIVITIES SXIIL BASED ON 1S ANNUM CHANCE STLLWATER ELEVATION FOR TRANSECT 27 yyylo �` -(fr GRATE,FILL STRUCTURE 9 CONDITIONS/ BE REPLACED OR PREPARED TO MATCH ORIGINAL EXISTING CONDOIONS BY ME COHT 01?AT NO ACDI1gNA1 HONG FOREST RIVER AS REPORTED IN THE JUNE 3, 2013 PREIJMINARY rr/urr, V, AND ABANDON IN PEACE 0 COST TO ME OWNER. FLOOD INSURANCE STUDY FOR ESSEX COUNTY, MASSACHUSETTS. a •� \ SITE 9. COOROINME ALL WORK MAIN THE PUBLIC RIGHT OF WAY AND BIKE PAM RIGHT OF WAY WON ME CT'OF 6. ALL EXISWT. CATCH BASINS TO REMAIN WITHIN THE OMR OF WORT( \\ PREPARATION SALEM, SHALL BE CLEANED AND INSPECTED. RIMS SHALL BE ADJUSTED TO \\ FINISH GRADE. T,CAP AND ABANDON V ,T\ o ,s w 6a PLAN NRu NaE sn 10.CUT AND CAP ALL BUILDING UTIOf1' SEFMCES 10' FROM ME FACE a ME BUILDING TO BE REMOVED PRIOR 3wa,3css TO OEMOlRK1N. COORDINATE NL UnUTY DISCONNECTS WIT-1 LITTON PROVIDER. DISCONNECT AND CAP T. EXISTING BUILDING WATER METERS TO BE REMOVED SHALL BE SALVAGED c eISO66.rz5 �y, \ \` UTELTIES TO REMAI ABANDONED PER UTIVIY PROVIDER STANDARDS. AND RETURNED TO THE CITY OF SALEM. ,A\ TaCAI£=nxFEET .O 11.ME CONTRACTOR SHALL PREXIST OTECT ME NG PAVEMENT TO REHAIN ON ADJACENT STREETS INCLUDING 8. EXISTING DRAINAGE STRUCMRES INDICATED TO BE ABANDONED IN PLACE \ LOPING AVENUE CRNA STREET. ROSE STREET AND ME BIKE PAM. SHALL BE REMOVED TO 2 FEET BELOW PROPOSED DRAM AND FILLED WITH CLEAN FlLL MATERIAL. s KW-]- U`y: IC-I2.J(.)'•" Q. T.I].66 y IB=3]Iw'f "" g GV 6'E IA=]N10'PV) 6 P6/42B4 sy IE= 'B') o o BROADWAY 16-sry1 ex-s =xgw3 �IaLa ) m 4 /zes6(w'RC +. —r oxw Ic=a xe l a t P]/29) 0.9 i -S WL-i �� ICON ]6T sB O fO.w� M F m s•N+AF�e�s NG d2g5 CONSTRUCT PAIN E0 23 R N:xWB h _- — ? O o° u i W i IM DOnoNAL uwowi awl W PARKING—SUMMARY i \\ 11 I_PI PEA GRAVEL DIAPHRAGM W ® WEIR IOL „J \ s f �. SEE DETAILS SHEET C-3.0 Q 0' 1 f Q (J) EXISTTNO PARTING (SIMPER) 9 SPACES NEW PANNING (NET) 147 SPACE N W rI 8 - q CONSTRICT VEGETATED a S s TOTAL PARKING PMMDED: 156 SPACE L / -- I (( Ice iFILTER STRIPHNNgAR REQUIRED/PNONDED 6 SPACE(5 NEW) CONSTRUCT AEE R SHEET c-30 W1 ISLAND Lam m71 LL 52 SPACES r NEW PARRNC (NET) 76 SPACEE _ .� _-_ Y TOWN.RANKING PPOJIOEO 126 APPLES = 1 m m H EXISTING MIMING FOOTPRINT CAN II'' ��. — °' - \ NANGREQUIRED/FRONDED 5 SPACE(2 N n�• A \ ICONSTRUCT STORAERw I I W 8 E $ �' TR\MD RAI4\ cv / --- a--�� I�� I IgE Di SHEET C-3.0 Q A. NFILTRAMON FRENCH 'i; ryy/� m CONSUCT 63 LF TIBER M (r.a'�- t I6a/xsPl -w- F 9 - I _ L CONSTRUCT NEw PAVEIAENT Rats' n (L I i ryN <_zfi(w'RL°j �p^yl°V,' r 21.7004WALL a. A Z9• -. �L' cmt rr RADA 3 t.V -•jRETGPE EMI PAINTED ISLAND b VAN ACCSSIBLE & =BS M PROVIDE 5 AOOITIONAL SPACE -b 1 t n'c 2 1 1 HC PARKING SIGN > r e (TNR.) .aed GURN 1 l�° MxTm Iznz En Ail _ K A swur. LEGEND 1.LIMIT OF WCM -3 `` P M W ®® CATCH BASIN q=gs(aPFrxucL) 8 \ 49By I I R•a9— \ 1 • rna•rew &DOB) 1 6 6 EAA� A=6A(IZ'PVCJ IER6B C I q,y iW=6., Z © CA&E TEIEN$IIXJ NA�IIOLE a 03 \,A a xWLx R 98 i ` (] DRAIN MANHOLE BSSW' \ \� ` �t5](P»^'F OPEN Gj I 5)IIY HOPf) I L=83f3'PVU) © E!£CiRIC UANMOEG \ \ • �/V B 0(S EL NES�/ FOR OS SEWER LMIN OIEMNlHIXE R.a6 \ <\� �/ / / sII>6•Y I/�Af S �>') 6) '.}' SPACEMIPS NSE ice��qG �� /pq, oP M CONSTRUCT J XC PARKING SIGMA J L/.J/�/ !/_ © WATERTELEPHO M ARAE R•B.]2 _ © 'WATER MANHOLE =S..IIx'siJ �� HOA \ •�—ceA4 ro O GAS GATE - vG O WATER CAIS \ ADDITIONAL FIRE R GATE UP, UPUtt FIXE wb 3C41EO Ac xu uT i - JJ.. LIGHT POLE `� CONSTRUCT 94 Li TNBEN 4OAR0 RAIL CONSIFNCT 2 VMI ACCES�'I&E XC PARING SIGNS L E T C B \ •~ r �' F 619191.59 ' U HANG FAR Fm �,TB \°XW ox " — — A ILC 1RASH CAN q-tl6s]SW \\ P0.rv�S� O 10' CR. '" ARNAI\�Ni' �"�'L=rt---- o'INa55 bd2 �A / "` uP. METAL POST ,-54(133 \xC `\ ¢ „ c A CONNECT TO EMSTNG MANXOLE ao c CONCRETE POST \ WAB `\ \ -T BUS$flE(- _ t15 , R ob rta \_� \\ SEE 91E NOTE 8 �q \ 25 I B Y DECO NICK POST TREE MIM TRUNK UTAMEIEft \\ ` C T T — b pi I I I NALTALL TWO 2-DATA CONWIIS E. HANDICAP PA KING \\ ? \ ! O._ '�� aBa �-a il.a � R1Stfb'�1 la<33(]6'aCP) fiBiwd y+Oi LIE`/ATION \ O� �� 2(`T'tl$, .'` C� y �'� 'I `11N I 1 \ CHAIN LINK FENCE VGf C VERTICAL GYANIE CURB n .O b .'N.Y �_ I!`� SI PANTED DIRECTIONAL ARROWS(M) WICK WHEELCHAIR RAMP \\ Y� R- RIM ELEVAi1ON EQUALS pGo 1yR@ I. INVERT HE ON EQUALS 1R,TRUE IN= TDP OF HOOD ELEVATION EQUALS [� O, ,2, -.^p{ I 1 I wm CANAL NO PIPES VSIBLE �� , t I (°^W I Al+cwueTc rBx`- TOP OF RATER UNIT OF WORK CORE DM H 7 .17 W TO ACCEPT NEW STREETRO LME UNDERGROUND CABLE TELEVISION LME B'HDPE NWVLF.UNDERGROUND DRAIN LINE PARKING L OT a.UxOERGROUND ELECTRIC UNE—I— UNDERGROUND s UNDERGROUND GAS LINE NER UNE CONSTRUCT NEW PAYENEHN gam'Ace \ Cs INA 1L/-S "R �x 1 B•HOPE DRAIN T UNCERGRWNO TELEPHONE LINE "' e. fa'Prcf � ' k-Y'} I �I '% / li.\)\\`e ", L-TO 20&MIS Canal Steel w UNDERGROUND WATER LINE n•6&6',q IyEOE \\ 1S C\ `` \ 1"pF y 1' '� 1 / , R- I V\ f y 00} $NIBRI,MA 019]0 wx OVERHEAD WIRES ®6HO m II / 1 ® MONIIDRINC WELL CONSTRUCT S1MPE0 ISLWO(lYP) \ \ W P etl Number. 4011.0010 PAVIOAFNi SAWCUi \\ 1 .'�} [ 9 % 7 � .Lx. v;• 1 A=sIX s'My1 — — — — LADT OF NEW \ i`C I 1 y ; I A # 1 ->�i�� a`LPPi CONSTRUCTION —tt— PROPOSED CONTOUR r\\ Rr, \, I RI , ALBBNAS PROPOSED PAVEMENT EMSTNG BUILDING FOOTPRINT ] ') I I CORE CB 7155 TO ACCEPT NEW B' DOCUMENTS gOBON/SEgMEINTAn011 HDPE D BARRIER RAM SPD SPO PROPOSED STORM GRAIN / ^J'1 c �y+'l � 1� TCB FR ME F GRADING&DRAINAGE NOTES: �' i " oalelNaem -�i \ RESET CB FRAME PALO GRAZE TO FlNIAI GRADE SITE NOTES: v�v A ® R.56. w f R s rc � ,B '� � � e November 15,2013 1. NOTE OTHEOR SMALL INSTAL 4'LORI AND SEED TO ALL DISTURBED PRFAS N 0 -'--R �•r a ,K CAP CONOUIIS AT °) Nm oTHERWIg TREATED. �' V\> \ 3O' \ Z\\ PROPERTY LINE 11 NO. pF5CRP110N OATF 1. AEL SfATEAHERAI AND AND EEDEERPL CODES.CTNON SMALL,CONFORM WITH APPLICABLE TOWN. =)xKPvc)\ �` y L 2. ALL STORM DRAIN RPE SHALL BE SMEOTN INTERIOR WALL HIGH DENSITY a-s 6(6',t) 9V �^ {/ v (a c \ , Netlo MMMm ttmna 2. STRIPE SITE AS SHOWN. PARKING STAllS AND STRIPED ISLANDS. SHAH BE P )`Enfiti UNLESS OTHERWISE NOTED NANCCR 'HIO'.ADS -N-12', OR c B.xfi'Pxc) PNNIED WITH WHITE TRAFFIC PNM. ALL TRAFFIC PNMT SHALL MEET THE APPROVED EQUAL). RECUIREMENIS OF PASHTO M248,TYPE =N'. J. ADJUSF A.L.MANHOLES. GTCXflAANS. CURB BOXES, ETC. WITHIN LIMITS OF \ T \ _ s" vy "•� f S1 O WORK TO FINISH CRUDE. REPLACE CB FRPNE AND GRATE \ A (iP° P14rAd1 J. AUG.PAVEYENr NMwNGS AND SIGNS i0 CONFORM CA ON MASSACHUSETTS ROAD �A T,G OEPMMENT OF iRANSPORTAItON STANDARD SPEGFlGnONS FOR ROM AND WITH SMM FRAME AND COVER NRAm' c R` N. - — MOM CONgRICRON AND •MANUAL ON UNIFORM TRAFFIC(X1NiROL 4. CONTRACTOR $HALL PRONOE A FINISH PAYpIENT SURFACE FREE OF PONDING SET 10 GIRME a,. lN>\ A s 3 543 / m m — AREAS. CRITICAL AREAS INCLUDE BURDWG ENTRANCE AND EXITS AND - / DENCE'AND "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT ORNEWAYS. +-s+(B) - ,\ \ RA60NGS'. LATEST MUTONS AND THE AMERICANS WITH D5ABIl1ITE ACT B=.,.6(63 ac \ c 4 J INATALL 2 PROTECTIVE Io-..N(e PVc) V , O BOLLARDS rSWIRE9AENi5 UNLESS OTHERWISE SPECIFIED. S. CONTRACTOR$Hill IHATALL VINO MAINTAIN INLET PROTECTION BARRIERS(SAT -./ — BACK OR EQUAL) IN ALL EXISTING AND PROPOSED GRAN INLET$WHICH MAY a".'] 4. RS-1 ANDMIL COAT MMEDCII FAZE OF O PLACING PAVEMENT AT AAWCUT UNE TE. A H RECEIVE MJNOFi FROM THE PROTECT AREA 's'A j T L t6 RS-1 ENUl510N IMMEDIATELY PRIOR TO PLACING NEW BITUNINOLS CONCRETE. Ie= 23 , \\ 5. THE CONTRACTOR ARAEA LICENSED TO \ Q fi. ALL CATCHBAANS AND DRAIN LINE WI W THE LIMIT OF WOR SHALL BE ,\ v` SITE PLAN N GRADE ENGINEER/SURVEYOR THOROUGHLY CLEANED OF ALL SEGMENT AND DEBRIS AFTER THE UPSTREW \ - OL-IFRAIINE 111 UNE AND GRADES. AREA 5 STABILIZED. 6. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE OWNER AND ENGINEER, COMPACTION REQUIREMENTS: TH \ AN AS-BUILT PIAN IN BOPAPER COPY AND ELECTRONIC COPY(.OWG)FORM. MINIMUM OENSi \ THIS AS-BUILT SHALL BE PREPARED BY A LKENSED ENGINEER OR SURVEYOR 95% BMW OPAVID OR CONCRETE AREAS AND ANLL F STAKED AND CERTIFIED AS TO IVIES CONPLEFENEA AND 95% TRENCH BEDDING NATERLAL AND SAND RANKEST BACKFILL BRILL xaF sEi \\ \ a 15 30 w ACCURACY OF ME AS-BUILT. 9G% BELOW LOAM AND SEED AREAS \ E:0,9L66255 rvE xC /� iL 7. PROPOSED BOB SHELTER S BE RELOCATED FROM CANAL STREET/0EEFE •K •A-E PERCENTAGES SHALL BE OF THE MWfIMUM DRY CENSRTH Y AT E OPTIMUM x:,512 \ SCALES In FEET ` - /'�ry O CENTER TO WEIR LOT LDGTION SHOWN ON MIS PLAN. MOISTURE CONTENT AS DETERMINED AND CGNTROLLED IN ACCORDANCE WITH L. �. PASHTO STANDARD 180, REFINED C. FIELD DENSITY TESTS BINAIL BE WIDE IN •V_ ACCORDANCE MEN ASMO STANDARD T-191, T-204.OR T-238 AND T-239. {'LO@AL,FD B LOW d$EFIm ME PAY]Qfi EETAL f .M,N 1P MMNC SYYB¢ CWSIRIIM R7 So 8 W A.EIOSRI4 I 1 C x W (ENTERO WILE)10 CWSMYCT RT-®AT ALL RV . CQl1ERE0 IH SPACE. VAN ACa59Bl£LOCATONS I l9 BASE O Yma4-$ pe.r 2YSAMT.3CWRB aE PAw101T CEtµWf10T Y].11.WRr-ee SA TOO AS ]'-0'(EYP) NµdCµP"a' dRl CONPACS'ECWED EAST.0 SUBBASE MATERIAL SENEAM M (�{• PNVl¢ENOF)wM RECWYEo XOP[l µ0 .ENSTN4 PAVID NSAS di t6'tz'AOCAEWIE SUBBASEYAWi Yl.o]I Edi NEWPAWO NTE/5 ppp SANG&µTET - la'r 0/2/. / L /. L Y /. . RT-BCUNPACTEO aIBMADE IrYW Fn1 (SIInPNw PARWnc si.Vl _ YµAC0:55dE'44N WGVBCS9 B'-0ANOIan N.TOuN$X.VLO SI ANIpIU00(0 1118xsNIwO•$OLNOTE' SIT Wi fPnWSCREENED GRANL BE00,10 FOR Fuu W. 6 ME,REN. N m nRHWnE CfI.YE STE N.W FW PAY T WOMµ0 LOCAnW. ,�PTMT L uL PANT SIAIL BE FAST MYNC W YE MMEC PANT,YEETNC T E ISWwdEX15 K AASNTO Y2.e-i N.PANT 8-HIAW m - 2$FE 91E PLµfOR PAN'AFHT ACPE NID CRO55 ACPE ' IFNOM: in REgYRFB lY B0.0W PVE w ROO( m91NS BE MMES AS TA tl SN BT YµININ TO FR. w]exr 131 I� r. T.185(YN) e . N+!14U m 3 2 sHIBOS k PAW M MALIS 91NL H DaASI TO A WYLS ]/9'dAYEIFIL I C-L FlBY a(anA (WOdIENn 5 PE/.Ip) ITEWPEIRl15 LF MEµERCµWM OIYFLInES AM. dyp ASMM 370(WIDE ta70n 1m0) (WMR e0) xnTE L BA03111 MAld11K M.PAwD di dY1piETE MEAS,4TGNG YAIFfdAL N0 YlW¢AIeQr rl.l SIAL BE CWPACIEtI M NOT IES$MµBS{CL AASM10 i BB.YEIIICO C SATABIF BIWµ IY TERIK SIVA LOµAREAS SINL W W WALIDt To NOT,FSS MµPoi T AASNTO T W. YEMW G y IL 1 STANDARD PAVEMENT SECTION 2 PARKING STALL STRIPING 3 SIGNSPOST AND LEGEND 4 UOTILDISTY TRENCH F- NOT TO SCALE NOT TO .-.,w IN wom RAL(ST"Ano-ME NOTE]) FBL Fp[Wnl NK/EE/Np YWNU W nY IL aW3RR TCP aF PMT 4fAIFX111E NYPIFA e•x e-ram PMr o SXNT a aw w S2 ORAOAn W TABLE W 5/a'GLN CNW A(E IEYJiK SIPAP �• SE¢RPE LEtl@L-W FWT RMNW. Z Barz e/SONO wnsENa Am NEA NUTS ro.c / / )mr<e-SII(a)wOE3(YPONY} `c ORJ4M I££L P•-, S,STRREA O, ]BDD PSI sIRENL:Rx [wsnxc ;J//� Ir Tmm-Ir xwxuLl 3 0. . . GROONO .}a WRNI MN[tl1 NFMND EWIL I. MNn Bd3Aq wM TELLOW Puan CP--- O O gaTELDW SEEK S AU.BE«$91-100,BY MpaµO MOWLR ..-..A..JORED W MY`MM SIOAD W Y-,r (m Br.PFM z' PLAN VIEW 4FARm M 1¢KWTAnW, AMIA Mo oMEN 1•-a. /2 W 1 51601 WL16) 2 RWND MY 94u dxS CBtMIdIMIE YATISNAL A ROM SLNYNU1pN FlLIFR Jto°I W 4 W QDM Cw BE R.S6D ON ME Wb"RME PN61 m,, diAw1 RAQ]ENT 10 WR ENT PIIWWO TXE 6GN $ F 91.U1 BE PLALEO m ME 9'FOTFD OMBB(R6 u n Y 7 BOLLARD DETAIL �" YMBIDµS-nE N... RMM NAL B gWNTPBLE SEPT MA...w A CQldtl6l wYCX Iq1 RES9R NOT i0 SCALE (IF REWIRm] RIP,3-K-Wp. lIR09 RE6ME ppyWH:7lp °P T-e' I I ELVR OF E%IS11NG OMSMLO wM aQNS ul AN T Ca MAS [I PMxwa PA4£91ENi µOM�AsaEA,ldIT a MAY LEw9nEs u5m m PANTED SW0 wM FAST -1919 4 mM adYLNi. AL SEOLFYT 9SNFD,oR6NEp. PAYEA. / /. / / SED OT MACIED dm RIBUC SW13-Cf-MAY L J -'--F ...'J.j� BFIxYEM A.YLYNAIKN I PANT. N"ITEMAI,WNE L,ER FA9RIC YVST M PEYOND NNEwAIELY � L_ srnp) EuaCFD PmT I<WLL4' REAMENEXIS 0'AAS,ro -'-'IY-" ].ao0 PS CSitll sWN RN,Evx,N ro BE 511SCT•(n/I6 IXARON1011N)df Yzw-TEE N.PANT PROFILE wgpCREE SMFAY aLLAb•(BI FO55 EANRdddfK SIMC6)OR Eq W. S1+NL W MPuEO AS CRXSIEO STONE GRADATION TABLE CONEONICT.SET. STEGE ORTµ NET.TM MTM S£OFlFO BY S PASSING L � EIBE EYPnFD ME RI l WSAaMD of WEN n IS I/a RILL N3 ANOFACTalant IY SIEVE SIZE 6Y BY WEIGTT CANAL IB.D�INTENT 91u1 BE PNFS9JRE TIEATm. 1 InsFFCi ItQR!uTrN Ill RMIfAt EKN19.RF➢Nfl MO YMIRAN M.4WYE0. 8 z Inmee Roo a ME INTENT OF MB EETM IS YARN MISTING R®1 WAwNAL p LAYWA 6w,RAL1FA S1NL ,.,A. B• , ,/$y,CYe. 90-toD STREET w16Y MTAL wM ERSRNo WAPo RNL p CNIPIIs Cµ44,zifiUCT xEW WAIp Rµm YAT(N f, xsiN1 wILT Pfl02rnCN sWIERS m AL FxIBIRN'Mo PR6Y]4D WEW I 1 1nCM1 x0-55 3. U%4''X IS-R/AINM FW NFAW 611Y WMO RAL IL61C® PAM m YANK EnSRW RA0. BSW15 W11MN Nd wYEpATFLY WYN$IRFMI 6 ME MFAM Y91eL /i n / n /n/n n J/6 inCn O-15 p15. SECTION LTEN FA9RIC ]/B incn 0-5 PARKING LOT 5 TIMBER GUARD RAIL DETAIL 6 INLET PROTECTION BARRIER $ PAINTED DIRECTIONAL ARROW 9 STABILIZED CONSTRUCTION ENTRANCE 2658265 CanalSdeet NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Salem,MA 01970 Projed Number 4011.0010 STME W CONSTRUCTION IV LWEAL mAanc ') V 1a2 /' T DOCUMENTS -3 .CLPTmrtsrpE MEA ro BE PRMECIEO 10.5 PEA MANS.d •1ARWAOI CWSMAU T WLTRATOI lRllp _ C • \.\\\ \ ¢85 _—. ,�\/' Date ssue0: WATER ROW ry � A -_ ___ -(�- �//\//\/6 /\/� B I B - �S AfMO SOES Cf tfldlpC Nmembar 15,2013 WORK AREA TNExx COMPOSTm. + xmlu aun.n ++rmna r x x•NDaOFn MME a,9 A 9—JrQ, / SECTION A—A FaTa:xx SRTso%% 1 J ' 'T War SCUF 10.5 - -_ 6' STOCKAD I CE $3291 AREA m FE PROTECTED :: PAYED PARMG C ODIN(ANSA 1ll�x ;_- L-- 39 �T 3 mP 6 s ax ¢Ios / -� IV YE6TAIFD FLYER Snap uAWL wM1wAW - _ t+elre PLAN 1. ALL MATERIAL TO YWT ALMW WCOFICAnONS 1x=20' z mTsoxx cousosT/56L/ROdc/SE1m RLL TO YREL MEucnnw AS3ilAA E '..I A./eWlf M a! MVT IRiNF RUE,I. -- SITE DETAILS xEW IYvwMDYs uZk as)I 4 uu+c 9Ms aF mExp q[WIAEIIDt,TS, INMYUk N RATE(TME C) Q..w 1 FEA cRAY4 REOIMOE WIe,E: Am,'.25/1.-ll f ♦ L0µA0 aID ]. SLTSVM SHALL BE INSTALLED PETBINOIWLAR TO ME ACPE AND PFR MANUFACM,ER5 PECONMATCWS ,Y r NEM WRANd14 NEA A 14 A CONPOST MATERIAL TO BE OIBPERSED ON STE.AS Mnab INFO BY NFLLIRAMI RAE(TEE C) OS IN SECTION B—B ENGNEER McNMW mONL AS],S•O5/12-tro a NOT O SGA 10 SEDIMENTATION BARRIER INFILTRATION TRENCH DETAIL S.AGTxW,PEI( T "a-;T -5W 6 C-3.0 SNIACE WTa (wt Wos) SW1 •ow-'<ma NOT TO SCALE NOT TO SCALE PROJECT NAME AND LOCATION CUTTING. MEED CONTR04 fERTLIZINC, AND WATERING. CANAL STREET PARKING LOT LAT: 42'30'08• 3. SEQUENCE OF INSTALLATION v SALEM STATE UNIVERSITY LON:70'SAC'04' UNLESS OTHERWISE APPROVED, SEEDING SHALL BE DONE DURING ME APPROXIMATE PERIODS OF 268 h 285 CANAL STREET SEDIMENT BARRIERS SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF ME EARLY SPRING TO SEPTEMBER 30,WHEN SOIL CMD17ONS AND WEATHER ARE SUITABLE FOR SUCH SALEM. MASSACHUSETTS CONTRIBUTING DRAINAGE AREA ABOVE MEM. WI)RK. A GRASS SEED MIXTURE CONTAINING ME FOLLOWING SEED REQUIREMENTS SHALL BE: OaZ on 4. MAINTENANCE DESCRIPTION POUNOS/ACRE MN GERMINATION MN PURITY SEDIMENTATION ONLY D BARRIERS SHALL BE INSPECTED Y SHMU_BE AFTER EACH RAINFALL AND AT CREEPING COVER CO TROJEQ CONSISTS OF DEMOLITION OF DE EXISTING MIR AND MAGNET BUILDINGS AND LEAST DAILY DURING PROLONGED RAINFALL THEY SMALL BE REPAIRED ff MERE ARE ANY CREEPING RED RESCUE GRAS 50 85% 969 FOR CONSTRUCTING IN CONTROL PAVED SURFACE WRING LOTS. THE CONTRACTOR SHALL BE RESPONSIBLE SIGNS OF EROSION OR SAKE SIGNS O BELOW MEM. ANY REWIRED REPAIRS SHALL , MADE KENTUCKY BLUE GRASS lO BSR 979 FOR ALL EROSION CONTROL AND INSPECTIONS WRING CONSDUCTON. 1MPOUNDI0.Y. IF MERE ARE SIGNS OF U R BEHIND THEM, M,ME CENTER OR RS EDGES,OR 100 IMPOUNDING OF LARGE VOLUMES OF WATER BEHIND MEM, SEGMENT BARRIERS SHALL BE YJ REPLACED WITH A TEMPORARY CHECK DAM. L SOIL CHARACTERISTICS CSLOPEREEP 9FEo (USED ON HOPES GREATER MAN OR EQUAL TO 3:1 rr, SHOULD NE FABRIC ON A SEXPECTED US BARRIER DECOMPOSE RI BECOME INEFIFECT1WNECESSARY, CREEPING RED FESCUE 20 85% 979 lJ ME EXISTING SITE IS PRESENTLY DEVELOPED MN BUILDINGS, PAVED PARKING LOIS AND COMPACTED PRIOR B NE END BE EP EXPECTED USABLE LIFE AND ME BARRIER IS STILL NECESSARY, TALL OP 20 65R 97R GRAVEL SURFACES. THE UNDERLING SOIL CONSISTS OF SLtt SAND AND GRAVEL FILL MATERIALS OVER ME FABRIC SHALL BE REPLACED PRGVPRY. RED TOP 2 80R 95% LL MARINE SILTS AND CLAY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE 42 REMOVED MEN DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF ME BARRIER. IN NO CASE SHALL ME MED CONTENT EXCEED 1 PERCENT BY MIGHT. ALL SEED SHALL COMPLY MIM = m 8 DISTURBED AREA ANY SEDIMENT DEPOSITS STATE AND FEDERAL LAW. r1 LONGER REQUIRED SHALL REMAKING IN LASEDIMENTATION BARRIER DRESSED TO CONFORM TO ME DOSING GRADE, PREPARED AND FOR TEMPORARY PLANINGS AFTER SEPTEMBER i0 EARLY SPRING AND FOR TEMPORARY PROTECTION W ME TOTAL AREA TO BE DISTURBED IS pPPRO%INAIELT 2.3]3 ACRES. SEEDED. FFyy DISTURBED AREAS: Y. IN m E N SEQUENCE OF MAJOR ACTIVITIES C. MULCHMG FOLLOW ABOVE ROPE, LOAM DEPTH AND ERODING REQUIREMENTS. 1. INSTALL EROSION CONTROLS. CLEAR AND CRUS SITE 1. TIMING • FERTIUZER SHALL BE SPREAD AND WORKED INTO ME SURFACE AT A RALE OF 300 Z. REMOVE EASVNG BUILDINGS AND PAVEMENT. STRIP AND STOCKPILE SOLS. POUNDS PER ACRE. F 1 ROUGH GRADE SITE IN ORDER FOR ME MULCH TO BE EFFECTIVE IT MUST BE IN PLACE PRIOR TO MAJOR STORM MULCHING AND SEEDING SHALL BE APPUED AT ME FOLLOWING RATES: 4. CONSTRUCT PAVEMENT AND FINAL STABlUZAPON OF ME STE. EVENTS MERE ARE TWO TYPES OF STANDARDS WHICH SHALL BE USED: 5. CONSTRUCT LANDSCAPING WNTER RYE(FALL SEEDING) 2.5 LES/1,OW v 6. N REMOVE EROSION CONTROLS. APPLY MULCH PRIOR TO ANY STORM EVENT OATS(SPRING SEEDING) 2 LBS/1.000 SF Ww EROSION N PRACTICES NIS STANDARD IS APPLICABLE WHEN WORKING D21N 100 FEET OF CO N MILL MULCH 1.5 TONS/PERE CLOSELY BE E� NECESSARY TO 05Y MONITOR MAER PREDICTIONS, USJALLT BYY CONTACTING TING ME r STAWLIIAIM: AN AREA SHALL BE CONSIDERED STABILIZED WHEN ONCE ONE OF ME FOU.OWNG HAS NAIIGNAL MATHER SERVICE TO HAVE ADEQUATE WARNING OF SIGNIFICANT STORMS N OCCURRED: REWIRED MULCHING MTHN A SPECIFIED LME PEROO STABILIZED CONSTRUCTION ENTRANCE 2.1. A MINIMUM OF BSR VEGETATIVE GROWTH HAS BEEN E STME TIME PERIM CAN RANGE FROM 14 TO 30 DAYS OF INACTINTY AN AREA ME LENGTH A. SPECIFICATIONS I MINIMUM OF 3-OF NON-EROSIVE MATERIAL SUCH A$S STONE OR RIP-RAP HAS BEEN W INSTALLED: OR OF TIME VARYING MIM SITE OF SIT CO PROFESSIONAL E COIBUENT SHALL BE USED TO W 3. EROSION CONTROL SLANKEIS HAVE BEEN PROPERLY INSTALLED. EVALUATE AN E,PROMMIT OF SEE 11100 RMNS(SOIL ERCDIBAND MASON OF YEAR. EXTENT 1. AGGREGATE SIZE: USE TWO(2)CUMENE STONE F 6 SISN ON ADJACENT PROXIMITY TO CHOOSE RESWRLES. ETC.)AND THE POTENTIAL IMPACT OF Z CONSTRUCTION TIO SHALL BE INITIATED ON ALL LOAN STOCKPILES AND DISTURBED DREAD WHERE EROSION ON ADJACENT AREA$TO CHOOSE AN APPROPRIATE TIME RESTRICTION. 2. AGGREGATE THICKNESS: NOT LESS MAN S% _ FOURTEENTH (4M)DA HILL NOT OCCUR STRU FOR MORE MAN THIRTY(30) CALENDAR DAYS BY ME (fi)INCHES. NAT AREA. (ALL DISTURBED OAY AFTER CONSTRUCTION ACTIATY D WI PERMANENTLY OR TEMPORARILY CEgSW IN 2. WIDELINES FOR WINTER MULCH gPPLILATON MAT UREA. AL1 LOPESA AREAS SHALL H LL BE 280 WITHIN IT DAYS OF INITIAL DISTURBANCE.E. 3. WHERE TMLVE (12)FOOT MINIMUM,BUT NOT LESS MAN THE FULL WIDTH OF ME POINTS ALL CUT AND Fl ATION ME AND S TO BE SHALL BE STDBILIZED WITHIN 72 HOURS OF pCHIENNC WHEN MULCH IS APPLIED TO PROMOE PROTECTION OVER ME WINTER PAST ME GROWING WHERE INGRESS OR EGRESS OCCURS. GRADE STABILIZDTON MEASURES TO BE USED INCLUDE SEASON)IT SHALL BE AT A RATE OF 6.000 POUNDS OF HAY OR STRAW PER ACRE. A L TEMPORARY SEEDING: TAOKIFIER MAY BE ADDED TO ME MULCH, 4. LENGTH: AS REQUIRED BUT NOT LESS MAN 50 FEET. 2. MULCHING: 3. STONE RIP-RAP: OR 3. MAINTENANCE 4. JJ1E NOTING. dt`��•4sWo ALL MULCHES MUST BE INSPECTED PERIODICALLY. IN PARTICULAR AFTER RAIN STORMS. TO B. MAINTENANCE DURING CONSTRUCTION, RUNOFF MILL E. DIVERTED AROUND ME SITE MIM EARTH DIKES,PIPING OR CHECK FOR RILL EROSION. IF LESS MAN SOX OF ME SOIL SURFACE IS COVERED BY MULCH. ' L E A v STABILIZED CHANNELS WHERE POSSIBLE. SHEET RUNOFF FROM NE SITE WILL BE FILTERED THROUGH ADDITIONAL MULCH SHALL BE APPUED. THE ENTRANCE SHALL BE MNNTAINED IN A CONDITION MHICH WILL PREVENT TRACKING OF SEDIMENT SEDIMENTATION BARRIERS. ALL STORM DRAM INLETS SHALL BE OROTO WITH BARRIER FILTERS. ALL CATCH BASINS WILL BE COVERED MIM A COTE%TLE FABRIC PRIOR TO NE EASE PAVEMENT COURSE A. VEGETATIK PRACTICES ONTO PUBLIC N AWRE-WAY. WHEN WASHING IS REQUIRED, IT SHAM BE DOLE I N AN MEA BEING PLACED. STDIMENT MM BE ED M M ENS INTO T APPROVED SEDIMENT MAPPING GAYS, ALL Wa SEDIMENT SHALL BE PREMENIED TROTH ENTERING STORM DRAINS, DITCHES,OR WATERWAYS. FOR PERMANENT MEASURES AND PLANINGS FROM EARLY SPRING TO SEPTEMBER SP. //-20-/> OFF-SITE VEHICLE TRACKING PETER ROUGH GRADING OF ED SUBGRAT HAS BEEN INCHES. IED AND APPROVED, ME SUBGRAOE WASTE DISPOSAL STABILIZED ME SMUCTON ENTRANCES SHALL BE INSTALLED AT ALL EGRESSES TO ME ACTIVE WORK SURFACE N DLL BE SCARIFIED TO A DEPTH O FIR INCHES. MEN THE CONTRACTOR SHALL AREAS W THE SITE AND MAINTAINED FOR THE OURATON OF CONSTRUCTION. MYFURNISHOE AND INSTALL A LAYER OFR DM DURING R ILU A MINIMUM ROLLED FOUR INCH THICKNESS. p, WASTE MATERIALS ANY DEPRESSIONS WHICH MAY OCCUR DURING RS TRU SHALL BE FILLED NUM ADDITIONAL LOAN, REGRADED AND REROLCO UNTIL ME SURFACE IS TNI TO NE FINISHED LINES AND GRADES ALL TIMING OF CONTROLS/MEASURES LOAM NECESSARY N COMPLETE THE WORK UNDER MIS SECTION SHALL BE SUPPLIED BY ME DLL WASTE MATERIALS WILL E COLLECTED AND STORED IN DEPOSITED LIDDED RECEPTACLES ALL CONTRACTOR. TRASX AND CONSTRUCTION RIALS FROM THE SITE WILL BE DEPOSITED IN A OWILL BE I TNO R IN INDICATED PR IN THE SEQUENCE OF MAJOR RING OR NE EROSION SEDIMENT BARRIERS STRUCTURALSHALLCON BE CONSTRUCREGARDING M WASTE CT PROCE WILL BE BURIED ON SITE. ALL PEFSWNEL MULL BE INSIRUCIFD CANAL INSTALLED PRIOR i0 CONCURRNG ANY C ME AOR GRADING W NE SIZE. ERECOCONTROLS ALL LARGE STIFF CLOW LUMPS, BRUSH, ROOTS. DEBRIS.N DIAMETER STUMPS, BE AND ODER REGARDING Df CORRECT PROCEDURE FOR WASTE DISPOSAL BY DE SUPERINTENDENT. SHALL eE INSTALLED CONCURRENTLY FOR WIN ME APPLICABLE ACTINTY, ARE WHERE CONSTRUCTION FOREIGN MATERIAL AS WELL AS ETOLES OVER ONE INCH IN RAKED MSALL A REMOVE FROM THE STREET ACII OR TEMPORARILY CEASES FOR MORE MAN DIRTY(30)DAYS WILL BE SURBANCE'MMA LOAN AND DISPOSED OF OFF SIE, AND NE LOAM SHALL BE RAKED SMOOTH AND EVEN. S. HAZARDOUS WASTE TEMPORARY SEED AND MULCH WITHIN FOURTEEN (14)DAYS OF ME LAST DISTURBANCE. ONCE PARKING LOT CONSTRUCTION ES WU CEASES VERMANENRY IN AN AREA SILT FENCES AND HAV BALE BARRIERS AND THE LOAN SHALL IM BE PREPARED C RECEIVE SEED BY REMOMNG STOLES. FOREIGN ED. IN AND ALL HAZARDOUS WASTE MATERIALS WILL TU DISPOSED OF S THE MANNER INSTRUCTED BY LOCAL EOR ANY EARN/OMES WILL BE REMOVED AND PERMANENT MEASURES ARE ESTABLISHED. GRADING TO M RESULT WN S POCKETS AND GRADES PRIOR , N SUR ACED. THOU STATE CES By ME OR BY THE MANUFACTURER. SIE PERSONNEL WILL BE INSTRUCTED IN MESE GRADING SHALL RESULT IN STRAIGHT UNIFORM GRADES ANO SMOOTH, EVEN SURFACES WIMIT PRACTICES BY THE SUPERINTENDENT. IRREWWRTES TO LOW POINTS. 2658285 Canal Street IN MAINTENANCE N IN N M C. SANITARY WASTE Salem,MA 01970 CONTROLS SHAPE DE DREAD TO THE LINES AND GRADES REQUIRED. THE DED AREAS T ATTENTION IS DIRECTED TO THE SLHEIONG OF THEM AND SEEDING OF GRADED AREAS TO PERMIT SUFFlOENT ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONCE PER PnJjeG Number 4011.0010 A. GENERAL - NE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: TIME FOR NE STABILIZATION OF DESA AREAS. ITESHALLCON BE THE SITE RIMSUBCONTRACTOR'S TREK BY A LICENSED SANITARY WASTE MANAGEMENT WNMACTIXV. RND RESEED TO DAMAGED MAINTAIN ME AREAS DURING THE CONSTRUCTION PERIOD AND REGRADE,LOAM INSPECTS, AND RESEED DNT DAMAGED AREAS, CONSTRUCTION 1. DLL CONTROL MEASURES RES WILL BE INSPECTED DAILY; ADDITIONAL NOTES FOR WINTER CONSTRUCTION 2. A MAINTENANCE INSPECTION REPORT WILL BE MAN MEKLY; AND ALL AREAS DISTURBED BY CONSTRUCTION WITHIN ME PROPERTY LINES AND NOT COVERED BY DOCUMENTS STRUCTURES, PAVEMENT,OR MULCH SHALL BE LOAMED AND SEEDED. A. ALL PROPOSED POST-DEVELOPMENT LANDSCAPED AREAS WHICH DO NOT EXHIBIT A MINIMUM OF 3. ME CONTRACTOR'S SITE SUPERINTENDENT OR DESIGNEE WILL BE RESPONSIBLE FOR 85%VEGETATIVE GROWTH BY NOVEMBER ISM, M WHICH ARE DISTURBED AFTER NOVEMBER ISM, INSPECTIONS, MAINTENANCE AND REPAIR ACTVITES AND FILLING OUT ME INSPECTION AND LIMESTONE IN R THOROUGHLY INCORPORATED INTO ME LOAM LAYER AT A RATE OF 2 TONS SHALL BE STABILIZED BY SEEDING AND INSTALLING EROSION CONTROL BLANKETS M SLOPES MAINTENANCE REPORT PER ACRE IN ORDER TO PROwDE A PH VALUE OF 5.5 i0 6.5. GREATER MAN 4:1 AND PLACING 3 TO 4 TONS OF MULCH PER ACRE. SECURED WITH ANCHORED Data leaaC: NETTING, ELSEWHERE. ME PLACEMENT OF EROSION CONMOL BLANKETS OR MULCH AND NETTING MAINTENANCE IF REQUIRED.FERTIUMR SHALL BE SPREAD ON ME TOP LAYER OF LOAM AND WORKED INTO ME SHALL NOT OCCUR OVER ACCUMULATED SNOW OR FROZEN GROUND. November 16,M13 I. STAWLIZATON OF ALL SWALES, DITCHES IS REQUIRED PRIOR TO DIRECTING FLOW TO MEM. SURFACE FERTUZER APPLICATION RATE SHALL BE 500 POUNDS PER ACRE OF 10-20-20 FERTUMR. USE OF FERTIUMR SHOULD BE AVOIDED IN INFILTRATION AREAS, S. ALL DITCHES OR SWAIES WHICH DO NOT EXHIBIT A MINIMUM OF 85%VEGETATIVE GROWN BY x0. DIUMPRDII OATS 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT NOVEMBER ISM, OR WHICH ME DISTURBED AFTER NOVEMBER ISM, SHALL BE STASlUaD WIN WILL BE INITIATED W1MIN 24 HOURS OF REPORT. SOIL CONDITIONERS AND FERTILIZER SHALL BE APPUED AT ME RECOMMENDED RATES AND SHALL BE STONE OR EROSION CONTROL BLANKETS APPROPRIATE FOR ME DESIGN FLOW CONDITIONS. t nmu mMbm ttwu THOROUGHLY WORKED INTO ME LOAM, LOAM SHALL BE RAKED UNTIL ME SURFACE IS FINELY 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SEDIMENTATION BARRIERS WHEN IT HAS REACHED PULVERIZED, SMOOTH AND EVEN,AND MEN COMPACTED TO AN EVEN SURFACE CONFORMING TO ME C. AFTER NOVEMBER 157H, AIL TRAVEL SURFACES SHALL BE PROTECTED WIN A MINIMUM OF ONE THIRD ME HEIGHT OF ME BARRIER. REWIRED LINES AND GRADES WIN APPROVED ROLLERS MIGHING BETMEN 4 1/2 POUNDS AND 5 }INCHES OF CRUSHED GRAVEL OR IF CONSTRUCTION IS TO CONTINUE THROWN ME MINTER 4. ALL DIMENSION DIKES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. 1/2 POUNDS PER INCH OF MON. SEASON BE CLEARED OF ANY ACCUMULATED SNOWFALL AFTER EACH STORM EVENT 5. TEMPORARY SEEDING AND FLAMING WILL BE INSPECTED FOR EARS SPOTS, WASHOUT$ AND SEED SHALL BE SOWN AT ME RAZE SHOWN BELOW. SOWING SHALL BE DONE ON A CALM, DRY DAY, - UNHEALTHY CROWN. PREFERABLY BY MACHINE, BUT IF BY HAND,ONLY BY EXPERIENCED WORKMEN. IMMEDIATELY BEFORE DUST CONTROL SEEDING, ME SOL SHALL BE UGHRY RAKED. CNE HALF ME SEED SHALL BE SOWN IN ONE B. SEDIMENTATION BARRIERS DIRECTION AND ME OTHER HALF AT RIGHT ANGLES TO ME ORIGINAL DIRECTION. IT SHALL BE ME CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST THROUGHOUT ME CONSTRUCTION PERIOD. 1. PRODUCTS MIGMINC NOT OVER 100 POUNDSS PER LINEAR FONT OF WIDTH. LIGHRY RAKED INTO THE SOL A DEPTH NOT OVER 1/4 INCH AND ROLLED ON A HAND ROLLER DUST CONTROL METHODS SHALL INCLUDE, BUT NOT LIMITED TO SPRINKUNG WATER ON EXPOSED AREAS. - COVERING LOADED BUMP MUCKS LFAMNG THE SITE,AND TEMPORARY MULCHING NST CONTROL SEDIMENTATION BARRIERS SHALL BE AS SPECIFIED ON MESE DRAWINGS AND PROJECT ACRE. . MU SHALL 0E APPLIED IMMEDIATELY AFTER SEEDING L A RATE DI 1.5 TO 2 TONS PER MEASURES SHALL BE UTILIZED 50 AS i0 PREVENT THE MIGRATION Of OUST FROA NE ACTIVE 9TE TO SPECIFICATIONS. ACRE. MULCH NAT BLOWS OR WASHES AWAY SHALL BE REPLACED IMMEDIATELY AND ANCHORED ABUTTING AREAS. 2. INSTpLLATON USING APPROPRIATE TECHNIQUES FROM ME EROSION AND SEDIMENT CONTROL HANDBWKNOTE ON SWPPP . EROSION SEDIMENTATION BARRIERS SHALL BE INSTALLED PER MANUFACTURE'S SPEOFICATONS AND ME SURFACE BULL BE WATERED AND KEPT MOST WITH A FINE SPRAT AS REQUIRED, KNOUT SEE ME STORMWATER POLLUTION PREVENTION PLAN(SWPPP)PREPARED FOR ME PROJECT FOR CONTROL NOTES RECOMMENDATIONS. SMIMENTATW BARRIERS SHALL BE INSTALLED IN ME LOCATIONS SHOWN WASHING AWAY ME SOL,UNTIL ME GRASS IS HELL ESTABLISHED. ANY AREAS WHICH ARE NOT ADDITIONAL EROSION AND SEDIMENTATION CONTROLS. IF THERE IS A CONFLICT BETMEN ME ON ME PLANS AND IN ALL OTHER LOCATIONS REWIRED TO PREVENT THE MIGRATION OF SATISFACTORILY WKRED WITH GRASS SHALL BE RESEEDED, AND ALL NOXIOUS MEDS REMOVED. SPECIFICATIONS LISTED AND ME SWPPP, ME MORE RESTRICTIVE OR CONSERVATW APPROACH SHALL BE SEDIMENT FROM THE ACTIVE CONSTRUCTION SIZE. ME CONTRACTM SHALL PROTECT AND MAINTAIN ME SEEMED AREAS UNTIL ACCEPTED, INCLUDING APPLIED. C-4.0 a g"VC-5 U A. IC=12.3(4") "�-' oy B R=13.55 >iy I3=2.7(35') \ o GV 8"VC-S 8IC=2.7 35") 8"G IA=3.5(10"PV0eA d 0ID=8.4(8") WG M 4.3 8" 8=2. o #15/4284 ry E=7.2(8") O O BROADWAY B=S.7 ) 8"VC-S- S S5"S IC=2.5(35"RC 00 OHW 18/4285 i IC=4.3(8") 35„S " o T OHW FLOW C S OS R=17.85 3 p W 17 2S7S m # / GV T S T W T O / WG 3255 CW B F.O.W. 0 0 7 v • ­4 CLF _ T OHW L OHT 0 � O T10 #4122 OHW c cGU #2z7s \5 BITUMINOUS a. Z o a, .10, I LLJ CONCRETE T SIDEWALK 11 , T � � PARKING SUMMARY R=15.457 I r (n (n 15" WEIR LOT: NEW CHAIN LINK FENCE o a PRIOR PARKING (STRIPED) 9 SPACES u, LV V I.. NEW PARKING (NET) 147 SPACES TOTAL PARKING PROVIDED: 156 SPACES r , C) / �� NEW STOION TER BASKETBALL HANDICAP REQUIRED/PROVIDED 6 SPACES (5 NEW) o G U 12/ 11 I INFILTRATION TRENCH WG ^' iO HOOP' #2571 z cz a / / GRASS _ _ w --/ E \ 4 CLF ---r--- -- - � _ /� \\ _ - - MACKEY/STANLEY LOTS E / I A -" ` \ PRIOR PARKING 52 SPACES 0) m I -------�/ a \ NEW PARKING (NET) 76 SPACES 0� o ^------------ ------ _ _ I x I TOTAL PARKING PROVIDED 128 SPACES U X Q #2973 ��� a I I f ° -- 9 1 i HANDICAP REQUIRED/PROVIDED 5 SPACES (2 NEW) cn o � ��.12� Iff w/ 1 / o ° ° ° \ I lL M � 2 I 1 / 1 -----------_� -----1 I O� 00 � C:) 7 (D P O - i I N fn (n C > 1 -`-- N`u o 3 GV � I `--- 0 � Z #3 55.1 I ° pR=13.50 4 .-1_ #1545 #50/3501 � � --- 3 MP IA=2.5(35"FCP) I0=3.1(30") h�� w oCONCRETE 4 IC=2.8(35"RCP) + \ C --19 •- - ---J I / 1 F • • p WALL "' WG �p I I c z Y GARAGE Z� N O PEA GRAVEL DIAPHRAGM o¢o DOOR 30"S - C'C " o e , .°. ,t 3 t: 8G LL \ c I ; . l 1 � B"G r o� u, \ 15 ACE DOOR \ 12" On PAINTED #2572 / �c I 1 \ I / O (- \ C OSSWALK #3502 O • ' ,}. WG T GRASS 8 : •'I I -j a e o F.O.W. /'f R S'A °(0)' ° 2 STORY IGRASS q(, 1 SPA S BRICK & METAL R:=5.7 �N, 3-8" R=5.82 p FS I ° 1=7.8(HOOD) =12.77 1=4.S OPENING? I R=B.S \ e ( ) y I I IA=5.4(12" PVC) \ . WATER=5.8 I GUY \ OP=5.1 F.O.W. a T \ I R=10.2 1 IB=5.2(12" PVC) �p • MULCH R=S.8 �i \ A=5.7(12" HDPE) I IC=5.3(12" PVC) \ 6 =5.7 \ #3503 \ IB= .O(ST EL) R=10.7 / R=9.09 \ IC 5.1(1 PV I 17 SPA S � TOP OF VERTICAL 11 4" PVC=S.8' �;, u =5.1 5" PE) � � #10£A3 cel I A DOOR ) M 3 " c n R-8.72 1 E) M E F.O. "O A \ -- -- - L-- Jy D AIL r7ncZ FPO 46 o2 ..A. G� N i 1=5.4(12"sr) -etrR ----- - g- -- ---cRnss �. - a72b • GRASS MP ," E \\ / 01 S• E E E C = E E pti 35"D p BOLTED AG NAIL SET / TIMBER GUARD RAIL (TYP.) w E �'� =19 ry \ I9WAL \ A B \ \OHW �� OHW �1 E:819191.59 OHW _ -35- #20 X12 D A ` GRASS OHW S / --------- #3504 \ R=9.45 10" 10" Woo GUARDR 23- c n R=8.54 \ O F.O.W. \ a a To GRASS- 5 5`� 3-4 q .\ GRASS L•l 1=5.4(12") \�G' 9 ACE R \ \\ OAC' =8.WATER= \ L S 11. 4 O \ • ----� ---------- i <= �I a_ ) I 2. (36-RCP) =8.5 E F- °' rn 1 2. 35"RCP) \ � \\ 1=15.8(12°' PVC) / / a \\ \ \\ o ��� r c" �`\ NEW LIGHT POLE R=11.4 / #3505 \,p RILL HOLE SET - - \ •,i ID-1.06'"CLI Y / G I t� 3008785.52 �� S ( ) y/ w LMH 7 77 N .27 ARI IN INLET U3(t0TVC SLEEVE ANAL E:�91S053.01 \ ,�. � ) .0 1 Z.10.2� y h ' E 1. .5 LEGEND \ \ ; 1 N , VER)0 CI= .0 2�5 STREET ® ON CATCH BASIN ` ti \\\\Se11.0 T � ` \ moi, \ / �Yt=1�i.-85 U CABLE TELEVISION MANHOLE PARKING LOT U DRAIN MANHOLE 5"Si\ s A aoTs.. s 12.07 io -s U ELECTRIC MANHOLE S s B RN11.58 S B i, MISCELLANEOUS MANHOLEIA=S.a 10"Pvc NEW 8" DRAIN s SEWER MANHOLE R=10.08 B=S. �10"PVC; s �� \ ° ° 265 & 285 Canal Street IA=5.8(5"VC) #3506 \ S �/ \� ' \ -v 1 ' Salem, MA 01970 QT TELEPHONE MANHOLE IB=6.8(5"VC) any a Qw WATER MANHOLE \ \ i� N- V _>>3 4 Project Number: 4011.0010 GG o GAS GATE \ \ , N 7J( " 'LAY) B R=11.5 WG O WATER GATE IA=3.0(15" CLAY) Ka' FIRE HYDRANT \\ \\ / // \ SI N 1�? IB=2.9 24" UP ru� UTILITY POLE / / \ o d, .9(24" RCP) LIGHT POLE HH o HAND HOLE TO O TRASH CAN MP • METAL POST A ° `\ \:� / p'2 02 0 � CP • �5 o MBTA BUS Date Issued: CONCRETE POST � � �� // �J \ s/ META BUS; S n, DECIDUOUS SIGN POST \ �� \ // - - G TO ION STOP SIGN 12. DECIDUOUS TREE WITH TRUNK DIAMETER #3507 \ �� �� / R=11.14 \ I \ =12.19 DECEMBER 2, 2014 HANDICAP PARKING \ \ / ID=2.5(15") 10"� \ �? N: IA-8.6(12"RCP) 501x43 SPOT ELEVATION c \ � SIPIB 8.7(12"RCP) CLF CHAIN LINK FENCE R=13.1 O ` v'9 \ �. 20" \ , �y \ NO. DESCRIPTION DATE VGC VERTICAL GRANITE CURB IA=5.3(8"Pvc) WCR WHEELCHAIR RAMP I8=5.5(5"vc) R= RIM ELEVATION EQIUALS IC=5.3(8"PVC) �� 1= INVERT ELEVATION EQUALS\� �� \�V OF�� TH= TOP OF HOOD ELEVATION EQUALS NPV NO PIPES VISIBLE #3sos \ \ \ Asa \�\ � c� (Au" C \\ \ �4 S• SALEM IDINER TOW= TOP OF 'WATER AS-BUILT NOTES: \ G c -ROX. LOCATION) -- PROPERTY LINE W/FACB CATV UNDERGROUND CABLE TELEVISION LINE R=14.3 �0 /B \ \� D- UNDERGROUND DRAIN LINE 1. AS-BUILT CONDITIONS BASED ON VISUAL OBSERVATIONS DURING SITE WALK ON A=s.1(g°) ArG A s uLA / T e E UNDERGROUND ELECTRIC LINE DECEMBER 2, 2014 AS WELL AS UTILITIES AS-BIUILT PLAN PREPARED BY THE \\ U / D G_ UNDERGROUND GA.S LINE DOW COMPANY RECEIVED ELECTRONICALLY FROM TURNER CONSTRUCTION IC=4,t(8" PVC) S UNDERGROUND SEMER LINE COMPANY ON NOVEMBER 20, 2014. �o� \� / R=147 \ c -- T - UNDE RG? FP OLND TELHONE LINE \V co V� "� .,; 1' dA.,1E- 1Jf,lE 2. NO AS-BUILT TOPOGRAPHIC SURVEY WAS PERFORMED. AS-BUILT GRADES ARE �" �r0 DEPICTED BASED ON DESIGN PLANS AS GENERALLY CONFIRMED BY VISUAL r OBSERVATION. ACTUAL AS-BUILT GRADES MAY NARY FROM GRADES SHOWN ON ----•12----- i�� v��Ai,I,�C C�iwTGUR THIS PLAN. AS-BUILT PLAN DRILL HOLE SET \ \ N: 300342J.. 0 15 30 60 E 819055.25 Z 15.12 � c\ \ SCALE in FEET 1"=30' ABiiml