Loading...
NAE-2017-00351 PermitRegulator y Division File Number: NAE-2017-351 DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS NEW ENGLAND DISTRICT 696 VIRGINIA ROAD CONCORD MA 01742-2751 March 31 , 2017 City of Northampton Department of Planning and Sustainability Attn: Wayne Feiden, Director 210 Main Street, Room 11 Northampton, Massachusetts 01060 Dear Mr. Feiden: We have re vie w ed your application to discharge dredged and/or fill material into a piped section of Market Street Brook as part of the Market Street Brook Drainage Project in support of the Northampton Lumber Yard Site Rede velopment Project at 256 Please Street, Northampton, Massachusetts . The purpose of this project is to relocate a 305 liner foot section of the historicall y piped w ate rway . For the most part the realigned system can be constructed "in the dry" adjacent to the existing piped system. However, when the t wo ends of the realigned pipe system are tied into the e xisting system , the City plans to install temporary fills as part of the de watering system. This work is shown on the enclosed plan drawings entitled "DRAINAGE RELOCATION PROJECT, CITY OF NORTHAMPTON , MASSACHUSETTS ," on a total of four sheets and dated "01-21-2017 " as well as "NORTHAMPTON DRAINAGE RELOCATION, NORTHAMPTON LUMBER YARD , PLEASANT STREET, NORTHAMPTON , MA," on a total of three sheets (Sheets C-3 , C-4 , and C-5), and dated "03/01/2017 ", Based on the information you have provided , we have determined that the proposed acti vity, which includes w ork and/or a discharge of dredged or fill material into w aters of the United States w ill have onl y minimal indi vidual or cumulati ve environmental impacts . Therefore, this work is authorized under the enclosed February 2015 General Permits for Massachusetts (GP MA), specificall y GP #9 , as a self-verification activity. This work must be performed in accordance with the, terms and conditions of the GP and also in compliance with the follo wing special conditions: 1. You must complete and return the enclosed Work Start Notification Form to this office prior to the start of the authorized work. 2 . NOTE: General Condition #15 of the GP MA requires that all temporary fills are remo ved in their entirety post construction. You are responsible for complying with all of the GP requirements. Please review the enclosed GP MA document carefully, in particular the general conditions beginning on Page 23, to familiarize yourself with its contents. You should ensure that whoever does the work fully understands the requirements and that a copy of the permit document and this authorization letter are at the project site throughout the time the work is underway. Based upon coordination with the appropriate State and Federal resource agencies, the Corps has decided to waiver the typical in-water construction time-of-year restriction requirement for Market Street Brook (see GP MA General Condition # 18). This authorization does not obviate the need to obtain other Federal, state, or local authorizations required by law, as listed on Page 57 of the GP document. Performing work not specifically authorized by this determination or failing to comply with any special conditions provided above or all the terms and conditions of the GP may subject you to the enforcement provisions of our regulations. This authorization presumes that the work as described above and as shown on your plans noted above is in waters of the U.S. You may submit a request for an approved jurisdictional determination to this office in writing if you desire. This authorization expires on February 4, 2020. You must commence or have under contract to commence the work authorized herein by February 4, 2020 and complete the work by February 4, 2021. If you do not , you must contact this office to determine the need for further authorization before beginning or continuing the activity. We recommend you contact us before this permit expires to discuss a time extension or permit reissuance. You must contact us immediately to discuss modification of this authorization if you change the plans or construction methods for work within our jurisdiction. This office must approve any changes before you undertake them. We continually strive to improve our customer service. In order for us to better serve you, we would appreciate your completing our Customer Service Survey located at http:// corpsmapu. usace.army .mil/ cm apex/f?p=regulatory survey. Please contact Mr. Paul Sneeringer of my staff at (978) 318-8491 if you have any questions about this authorization letter. Enclosures Copies Furnished: Ed Reiner, U .S. EPA, Region 1, Boston, Massachusetts , reiner.ed@ epa.go v David Cameron, DEP WERO , Wetlands and Waterways , Springfield, Massachusetts ; david.cameron@ state.ma . us Richard Hartle y, Mass Wildlife-Division of Fisheries , 1 Rabbit Hill Road, Westborough, Massachusetts , Richard . Hartley@ state.ma . us David Veleta, Northampton Department of Public Works, 125 Locust Street, Northampton, Massachusetts , dveleta@,northamptonma.gov Northampton Conservation Commission, 210 Main Street, Room 11 , Northampton, Massachusetts , SLa Valley@ northamptonma.go v Joseph Maliaw co , Kleinfelder, 215 First Street, Suite 320 , Cambridge, Massachusetts , jmaliawco@,kleinfelder.com Mary Rimmer, Rimmer Environmental Consulting, 57 Boston Road , New bury , Massachusetts rimmerenv@ verizon .net Alex Garneau, CENAE-EDW US Anny Corps of Engineers ~ New England District GENERAL PERMITS FOR MASSACHUSETTS WORK-START NOTIFICATION FORM (Minimum Notice: Prior to starting this project) ****************************************************************************** * MAIL TO: U.S . Army Corps of Engineers , New England District * * * * * * Permits and Enforcement Branch Regulatory Di vision 696 Virginia Road Concord, Massachusetts 01742-2751 * * * * * ****************************************************************************** Corps of Engineers authorization #NAE-2017-351 was issued to the City of Northampton on March 31, 2017. The permit authorizes the permittee to discharge dredged and/or fill material into a piped section of Market Street Brook as part of the Market Street Brook Drainage Project in support of the Northampton Lumber Yard Site Rede velopment Project at 256 Please Street, Northampton, Massachusetts. The purpose of this project is to relocate a 305 liner foot section of the historicall y piped waterway . For the most part the realigned system can be constructed "in the dry" adjacent to the existing piped system . Ho wever, when the two ends of the realigned pipe system are tied into the existing system, the City plans to install temporary fills as part of the de watering system. This work is shown on the enclosed plan drawings entitled "DRAINAGE RELOCATION PROJECT, CITY OF NORTHAMPTON, MASSACHUSETTS ," on a total of four sheets and dated "01-21-2017" as well as "NORTHAMPTON DRAINAGE RELOCATION, NORTHAMPTON LUMBER YARD , PLEASANT STREET, NORTHAMPTON , MA," on a total of three sheets (Sheets C-3 , C-4 , and C-5), and dated "03 /01/2017 ". PLEASE PRINT OR TYPE Business Address: Telephone Numbers: Email: -------------------------------~ Proposed Work Dates: Permittee/Agent Signature: ____________ _ Date: _______ _ Printed Name: Title: --------------------------- Date Authorization Issued: March 31, 2017 Date Permit Expires: February 4, 2020 ****************************************************************************** 9 City of Northampton Public Works Market Street Brook and Northampton Flood Control Structures 0 0.1 .......__ ___ _ ... :~ .... ,, •• ~'h • 1r-~, .. _ ·11 --~\~.· :. ~~..,, . ·~::""'-ti "\, ~ ;~' "'-· ~ ··~.,~. ,v 12~·: t 0.2 0.4 Miles I I I I I I I I I FIGURE 1 Ci w I- I- 0 ....J 0.. \ ASSUME 15.5" SURVEY WHEEL ecfs ------=--+--~= 2 . 5cfs 0 .34' J BASED ON THE EXISTING CULVERT SLOPE OF 0.15%, THE ANTICIPATED ORDINARY HIGH WATER FLOW IS 1.43-FT DEEP (AS IDENTIFIED BY THE WATERMARK OBSERVED ABOVE ON 07 /08/2016), WHICH EQUATES TO A FLOW OF 0=22. 72cfs . FLOW IN THE CULVERT AT THE TIME OF THE OBSERVATION WAS 0 .34-FT DEEP (0=2.5 cfs) PR OJ ECT NO. 20164277 DRA V'YN BY: RJK CHECKED BY: JJM DETERMINATION OF ORDINARY HIGH WATER DATE: 0 1-21 -201 7 DRAINAGE RELOCATION PROJECT CIT Y OF NORTHAMPTON , MASSACHUSETTS RE VI SED : FIGURE 2 ~,------------------------------------------ ill c c Q) -"" .D e ;>.: co 2 Q_ l{) l{) ci w I- I- 0 ....J Q_ c 0 ~ 0 a; 0:: c -~ 0 U5 c Cll "' Cll Q) a: I "' 0 0 ,_..: r-- N '<l' <.D 0 N <( 2 c 0 a. E Cll .r: t:'. ,__ ___ 5. 00' ----- 60"X68" BRICK ARCH /CULVERT 5 .66' 1 4.72' INTERNAL BYPASS PIPE 3.89' INFLATABLE GEOMEMBRANE PLUG 1.43' A E LEVATION VIEW BYPASS PUMP SYSTEM TOP OF ARCHED CULVERT INFLATABLE GEOMEMBRA N E PLUG r INTERNAL BYPASS PIPE ~ ................ .,......,-~---- ---- - ----...,.__ FLOW DIRECTIO N BYPASS DISCHARGE LINE SECTION A -A INVERT OF l CULVERT NOTES: 1. INFLATABLE MEMBRANE PLUG TO BE FILLED WI TH EITHER WATER OR AIR. 2. WOOD PLANK FLOOR IN G TO BE CONS IDERED. (REMOVE IF REQ UI RED) .3 . TO PREVENT POTENTIAL SLIPPAGE, PLUG TO BE RESTRAINED WI TH CABLE TETHER RESTRAINT OR BULKHEAD STRUCTURE . 4. BULKHEAD AND/OR CABLE RESTRAINT SHALL BE DES IGNED WITH A FACTOR OF SAFETY OF 2 .0 UNDER PEAK BACK PRESSURE CONDITIONS. 5 . PEAK BACK-PRESSURE FORCES ON BRACIN G OR RESTRAINING TETHER TO BE CONS IDERED, SHALL EQUATE TO UPSTREAM MH RIM ELEV 126 (15 -VF WATER COLUMN.) INTAKE PIPE STORMWATER BYPASS FIGURE ~t------------------.----------,.------------------..,-------1 :§ c .'!1 u -:--:I 0 li.i ....J LL 0 <{ Q NFELDER ~Brigh t People . Right Solutions . PROJECT NO . DRAW\I BY: CHECKED BY: DATE: R EVISED: 20164277 BRICK ARCH RJK (UPST REAM) BULKHEAD DETAIL JJM 3 01-2 1-20 17 DR AIN AGE RELOC ATI ON PROJECT CIT Y OF NOR T HAMPTON , MASSAC HUSETT S u .__ ______________ .___ _____ __JL_ ____________ __JL_ ____ _J ~r-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--, 1'l c c QJ ~ .0 e ;;..: co 2 a._ "' l() b w ~ 0 __J a._ l ~ 0 ~ ~ &; t g; s ~ :§ QJ ~ O> c -~ ~ 9 '#. 0 0 c 0 ~ 0 Qi 0::: c ·~ 0 i'i5 c ctl <J) ctl QJ a:: I "' 0 0 ...: .... N .... <!) ~ 0 N ~ 2 c 0 a. E ctl L: t 5 .00' 60" RCP CUL VERT INFLATABLE GEOMEMBRANE PLUG / BYPASS OUTLET PIPE 0 ·. ELEVATION VIEW TOP OF 60" RCP CULVERT INFLATABLE GEOMEMBRANE PLUG r IN TERNAL B YPASS PIPE .---,----- - - -- - -- - ------~-------------- FLOW DIRECTION BYPASS DISCHARGE LINE SECTION A-A INVERT OF l CUL VER NOTES: 1. INFLATABLE MEMBRANE PLUG TO BE FIL LED WITH EIT HER WATER OR AIR . 2 . TO PREVENT POTENTIAL SLIPPAGE , PLUG TO BE RESTRA IN ED WITH CABLE TETHER RESTRAINT OR BULKHEAD STRUCTURE. 3 . BUL KHEAD AND /OR CABLE RESTRAINT SHALL BE DES IGNED WITH A FACTOR OF SAFETY OF 2.0 UNDER PEAK BACK PRESSURE CONDITIONS . 4. PEAK BACK-PRESSURE FORCES ON BRACING OR RESTRAINING TETHER TO BE CONSIDERED. DISCHARGE OUTLET PIPE ~t--~~~~~~~~~~~~~~..--~~~~~~~~~~~~~~~~~~~~~~~~~--l STORMWATER BYPASS FIGURE :§ c .'!! (3 _, 0 LI..i __J LL: 0 <!'. ~NF£LD£R ~Bright People. Right Solutions. PRO JECT NO. DRA\M\I BY: CHECKED BY: DATE: REVISED: 20164277 RJK RCP(DOWNSTREAM)BULKHEAD DETAIL JJM 4 02-21-2017 DRAINAGE RELOCATION PROJECT CITY OF NORTHAMPTON , MASSACHUSETTS O ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ ' ~ ~ ~ ~ I ~ " ~ 3 ~ '" ;, it r. ~ i ~ ~ I s • ~ ~ fi ~ ~ ~ ~ ~ i ;; - --·-· \./ --·--~ --' . ( '---'·I ' I I I I I I ' . .. . .. -·--··-___ ---····-.• -· --, \ REMOVE & STOCKPILE SO'OF ..... •• -·'0 ..... _.-••••• \---.\ ·---·--··· .-··--~-, EXISTlNGJERSEYBARRIER.BARRIER ..-... -···-·' ·~~i·· .~···-...... ' -~ ... I I I I (-'--···-... ) ··--·,\ -~--·~ .. -_;:::-~·~: .. -.~~-~~-:.::-.:-_;~.::::::: ::.p--, \ -- - . ·-' c ~NFELDER ~Bright People. Right Solutions . 215Fh.tStro.1,SPto320 Comblldgo.tM02142 Phono: 617-497-7800 www . ..itinkiklo1.c;om ~:'-_:~~::=::::=:~~-~~~:>~·-. ~ --~~:;_:_:: .~~::!t;\::.~:~:~:.-~_:.::;--:\c~~S~:~:;;~cJ:~~~:~~~ ·~~j~;~;i;~~~~~::~~~~-~~~~T;~~;O-::~~~;;,~-\\~~-'. .-~-, p • -----·~·::>:: . '~'. ~.!~ ~--/~/t..1.-· ---·~--·_ r·-· --• ... ,. __. •• ..\ \·"·--···-···' .. PROPOSE06'XB'BOXCULVERT1·11 • ·--· .,-, -~.JJowiu.---·-------·'m"-:: -<~iV'f"''""'"""''l.--··---"" ·1'/R' '/} / ~--1:----------------··· -0 .. --------:~~ 1~ ;:,11 •.• ; ~:,~I~~ ~=s~:; ,\,.,;z:~~ ~ --· -· ~-~~,:1:~.:-.• ;,s; .. ~:~~:~~~~--~~~-~~~:_ ----~--.-~-~---~S ~-'J:-:.::?'.~~~~~·(· -~~~~fo:i~~! h~i \__/'. i ~.::~~~~~t.~l~-~ ~ ·:· £~=%~ ~ ~: · .. --J--"'-", .. _._""''------------.., 1;:5 .• ·I 't,~·~~ ,(\ 0 ;,11FO ~ /..:...~{!"<:~ 0 _, ~~+c ~-=~~~~ ._1241~fffl _,24---------.,,\-_Jr II""~,... :'J-, ~~· I I ,·(SEENOTE6AN07) :.::..·~ .. -REVISIONS -\-',, l,~·:iltil't~,:,, © / '~~; -o.,J:~~j-·)'° / Si:W-4 "'---:;;;~-:z,-.:.::.-~-=-~~-=-.:---~---,~-:-:::::, "-··f~i Js.,~-::~~ ~d~· ·-.. :: .. ·-::-.·:~··:.:~.-:. -::-.---~ REV DESCRIPTION I~ DATE ' ,J>> ''"' t~,~~'~l"I o,,~4;;r5: q' I ~) NL-10 ·Ne"'-:.' .. ;i:_ 111· . -, --·-... ' UH-" •• o;.:.:f-_\ _,,,. ----· J'.::='~--~~-' ---'"',.! / 1+00 th_ ---....... "'V_::I· /~i Qj -...., ~• -----I . ,, I rl-,~;tlt.T. UPSTREAM BYPASS ~ --··1w oE..~11JR.I)!AMP.J.DtL--1 -V---1----' ~-I--.... ,]/' 1·1,~ I.. I =/"" ~'l'Tl'T,... ' --------------i'::l~~ 1 "ST~.-l''IC\ wrJ.1. BULKHEAD ......._ -"""<; I--'.'."~ til•IC.K t.~Cli •.• ·' ~11'.1 f '! _ r --1 r / APPROXIMATELY 20 OF 12" Ol 'f'ATER MAIN TO BE I , • ..,. l / PROPOSE .............. -VB-3 -.• OP.:.1•JA(,(. S'l~ff.~.1 ... ~······ ~l~t' FrnrE : ' . I " INCONFLICTVVITHTHEPROPOSEOBOXCULVERT I I :::::;i : ,, ,' !!11-~~ UPSTREAM BYPASS PUMP f:io;. NL-3 TEST PIT ................... ."':::... __ -\Z~-··// (M·PF\1j)l"IMAlE w:.An<;N) EXIST1NGFENCETOBEtJG (,Alf. .• ,, i / 1r / /~J ~ cONTRACTORSHALLCOORDINATEIMTMCITY I _ /f ~:ri·~2Cf• ., ---, P-~'..~~t'l l"h._ LOCATION ~ ~' / REMOVED &STOCKPILEDTO>IH TP/IC1< ',, , r. I WATEROEPTFORUTIUTYRELOCATION 1 l--1---------1--!--+---1 \ \ \ \ ' / 1 f'I •;y lllJI 1;,.· .. 1111.7-' --.... 'fT ' ' ..Y,~ • FACILITATE CONSTRUCTION 1 •/ f\ f (SEE RESTORATION DETAIL ON SHT C-13) ' ~:,I S\M" 1l&f J -······--.. \ ............... ,~............... NL-4 ,,,. ,,,, ACTIVITIES. TOBE REPLACEOlN / ~ "1/' .. f' I \ r, \ ,,H,Q .r: ~ 1~1."' ----. nm \ ',i'c~ .. :-. . t:b. .... ,.. K1NoouR1NGRESTORAT10N J' '>,I \ /1' f ~ ff'DRAINTIE·INTOBECONTROLLEDBY •• 1'11' ~: ~1 ----·~ ,1.:-'. '~C'~.. [)')'!1",.;:;~"(17 \~I.It .~w / f' I !t "· CONTRACTORDURINGCONSTRUCTION ·; 1' ii-~! r~ l<fr~·-. " -\--~ --·' '~~' fi~~2~~~::~~~:~ • I/.~ ; .... / /Ii ~ ( / ' :,. al \ / DEMOLISH AND REMOVE \ 'I:. \ iB3/ -2 \ --·-,. ---' . '~('ol!l,f .. 1'.l/lfl PROPOSEDBYPASSOISCHARGE / r 'r w ' /I ·~l 1:1LLL/L.i.!./..l.L.EXISTINGCATCHBASINC (-~~~.N~ I l ~? C'..l\(,i\CTE. t--AO I -"°t}....':-<?i ............. (REFERTOCULVERTBYPASSSEOUENCJNG,~ . 11 .. ~1~~ ,. I\~ I. 11'71. :.£ PRIOR INSTALLING SUPPORT \ I ' I (f1!JILL)IN~i FQIJM)A'rl(•N/f\CMA!N!l) l ... ~ ............. ........ IN SPECIFICATION SECTION 02761 FOR r.:<i'>"Tir;', ~l ... I Y. .. OF EXCAVATION i ' '' , ADDITIONAL INFORMATION) ...... , 1 i .. f:' .... --ti..,, ... ,~ I \ .. ·· ... ........ ........ ........ ........ ........ \ L I , _..., . ~\~ ---'." ---~ y-f'l".sS,,.G ')'.•.' CCt1''l<(Tf ;.t-ROtl \ ~' 12Hnw / ,, •• '0 ', \ \ SB8/MW-~, /'/Jr/ f ~~ ... -: \ ~\ \ '\ I I ./ ./ / .......... ....:::: ..... \ \ : :J I ii I : ~~ .1' 'l ' '''"I \ qlj EXISTING 4" SANITARY SEVVER CONNECTION TO EXISTING CULVERT TO BE CUT ANO CAP \ '\ ,, I I 1 '" /' Ill'<!"/ f _.d:::b l•A'lf\l['IT CONTROLMEASURE(T ) ..... I v I I ' I ,· B 1 \ ;.-----/ . \ \ '\ \\ : 1 ___ _.L./ / NL-s--f INSTALLStLTSACKE~ON \ l'.b.NL-~, , ,1/:.l ;\l '@~o· \.I f\i ,1,1~ ~---~1yi1~ "11'.i \. ~ \ 1 CONTROLMEASURfu(JYR)r ... J-~ w1J ---------~---------------;_---x ---1-"':l-...;;;,-,::: r>.wc."'1"1 .. , ~ r / 1 -~-• 1 Qt' ,'~ ' ~-~ ', ' I 1 -----1/.2 "' l / lOP.O,!-'G ,' I\ I ................ ........ ', :/,1. ) ~1·-:--. '\.'!'"" ,t./EMFtJT ,,/' \ \ '-1\ : I , [INSTALLSILTSACKEROSION /~. ~~ 'P"'l[RCONC•t'' L ""'-<'<', ·-· ·""'"-~~' -------'-"'.'! . :,; (' . '"'\'""' / •, , ~"~ "': 1 ./ --~.J.?.A3'.. ,_,.... E~ ~·o)SB5/MW-3 ... __ ,, I rlNSTALL"siTFENCEANDHAYBALES .--k~.,11· 0 / , "'\·· -·y~·04 __ 1. , \-\ '-'\. \ ,,,,,.i ; _ __....---.~"--~cz: .. ,..L.·-1 ~ 1\· ~"M'.!,~gif/ _, ___ 1,,,1.......!:_ ',:::;....:' .. ____ , ·'~· '/, / . g---q·-="·-t.':: ~.· - --1 \ ' \ .... 1' \ \!5-/ I __ / 7-1 ~ 1i~I lldOOT1~·-11LH ,./IOH/ r -ll '(~........ r~111ir ft "-3i-4' }~';i-·~ -I \ ~ -!,,,, .. ~~," =~''IE"'\' ·c· . ~' 1 ~ .. -;-~.~,,,· / ""'j~JJ~;,-iJ!l!E,,J," ... ,.,.;1;!,:'.~~~.;-, L. --=-·'*·"r,--=-=-=~--=-/·-~7.-k~:::_--Ji~ . ::x· -=,,....=. --= =--L=..,. --1 '~ :,yr--1-\ , \ ~ ' I ~ .... \,D I U\J'l•:ill\)i.D , ..... ,~f•Jl.U ' l'ti~l ..... 10l.0 ' ' "{, ........ ........ .~1---1;!1 .... ---' \ (,~ \ • ,, • WOCl.'&l ,,,. ... 'I 1·1y('ljJT'l;t...,.lllt.C .. 1i~o1 l~~w ' 12!17~' \ / ................... ---JI---• 't DOWNSTREAM 1 1 ,1 L .. ~ , ., iic ' ' 1 \lJM"-111' '• / 1 , , ' , / ......., ~ 1 1 .... t.'f"l~n~ N•n:.o \ I -··-· ,' ~ ;.1•1 1.1\ 'I ' I " , \ <;TiJl.Y'-PC W'M'CN .... ~: .... ~ ..... .......__ J T I ' I , 11'1LJ 11 .. 48 , BYPASS BULKHEAD' \ ~!: <._..1,..... ' \~ t: :~ \ : ' :-\ FDl:'L (T"ll') k~11l'G (.(!\ I I 1'·.," f ~I I )7',,r,m.,.. [:'-\ \ 0 1;} ~,', \' '\\."... ... '.!: .. ~: ~ \~': , , ,~ \ (1>.Vll~:1::~ ,, \/fd)I\ i[ = ... W l.J.._jl' I TEMPORARY' 7'7:;1'Ji1;, ... /,, ,,--;;;,_,, 1011 119<)~ I I .\ .... ,~ --1 .~-~" •000 ''""' \ !:: 1 : -$-; . , , thNL-s I ,,,,,, "' ,, .. , .. ~, t / tLl r{.·1 , ,11NFLATABLE PLUG ='~m"'"'.,,,,1. \ 1 \'\ 1. .\, LIJl\'c:;EF'! \ ~~\.'..>.'~J NL1 j' ~~. '-~· •/\-~Ri•Y.•\O''til /'! ~'· -iJ II JOQFIC.AS/.i~l~~.-ET ; '™"~i;~eCf' , 1 { r, ,. ~m~:.cr.. \.,..-__ , ......... · ~;· ~ 2 )TIJRY ~ \ I /, ~ f.Ut!IQ/"v.l / 1tr,,Nr6'-r•1~ \ ~ ' -\ 1~' ~ ~nm \\ ' -i.._. LIMIT OF VVORK } 1 / ' J B3~1~1~ '· • _ 1, 1 m,mo rn.<1 I /I V) " /~ / ~ 1~~;~1 BOLLARDS TO BE REMOVED m 1 \ .... , ·.z. ,d ,~ \ I '\ . ... .. ::-1~~l~~Of.lY ~~I ,, ~ -...... _ ... _ ~~-~l~i! .. 11:0..11.:. 1; <h / ll SEEDETAILONC-12 \\ ·, }\ ,.,., "\~ '·""''•'r ,. I \ · " I. """°'"" J'' "~ ".'. , ==· ;;" ~;7,;-::,;~·-"" / :Ji ~'!Jt K' I 1 , \ i\.l __ , ~"\ -·~ \~\\·, '· "" ... ' , \., , . .,"''"'' . --,. : : , ~ ."· ... ,,, , .. N.. ,, , ,_ ~ /~// • :;nlj 'I~ \ I \ -\,,i\ °" • /'. ''"/~"J,9',"////~'~~"'~'':>i...~·"~' I ,. f \ " .. ~,, I ' \ -;;---: ·-=----_, ' . ~""""""'"""'''"'"'''""""''' ' ·"'"'"'';' ' I I I . EXISTING UNDERGROUND I v -~... .J.,,,-,rti'/7'li_ \ 1~ -:.\y/f/1~ I f ' Ul~1V-C\ t.08 ~ () I ~ VERIZON TELECOMM \ \ ·\. ~·:r;:P''. -··'?, "'1~ ' ~.:=-'"'~\ , l' ., ' _,..." : I : ~.:-~'::~""' : I ' .J: • ' I (ABANDONED)DUCTBANK \ \ ~· \ ~' 'ih£0 ~ •: ... ,' ,~~ ~ \ ~\ ,~~·1£0, '• .1</ i; ~/''1·.ou11r-111J10 ,~ f I\ 1 '\ "/ / \I \' .... \'; ; ~-... .-' 7 ~ 1~'',, ,, ; \ "t~ ... "'"\~ : ---I(~· .• ~----. t-,.,. / ' ~ ... ,_, ~ ,' 't \( ' ts I --~ • 1,.1.~ ~ , • \ c,~P.:. ';E\ \ I'ffe~i' "~ I ct! 1>.'1"n. ' 'i' \ ~ / :5 D ~ , I fj\ , I £Mnr.c ~1 't-t~':ll·t'I 0H1i1 \ \ \ .. --_ ~ 1 J~~, \ '>....~/i·7,r/,~ _, I •'' , 1 tc~1<Jkl,1f ' 1 ;,J(iRY ~ t:fu -; \ ' ~~ .. ~1~~!m·xi ~~·~}~P .. mw \ _' \ ~ ',• __ 71177?'° , ,. , , ' ,{i< ~;;r · "'''" ""'"' :' ~ it 'smRY <if I e I '"0:'!''"'"" ~:~::,;;;.;' \ \ \ \1\ ,t~V, 1 _,.,.rrr, \ " ' 'lfj~;, .Lb.Nti ~ B111Lu1w; ,~ wooo FR.At.4C 1 I\ ff I ~Hr '1"3 siu:LJ-11•11 NOTES: FIELD ENGINEERING \ \ ''\ \\.,. ~y,,.-/1'' • ".%~ " \ '17' : -~ :,, BUii """' I I I, \ I ( ~~~~ .~" ,,,., ... , ... , " 1~\ I , SB~/ I• 'l;!.) ~ ' ',, ' \ ,\ ll't 111/T ll" .. 11• (l.'j 1>11 .. \L<1J¥ ' \\ \ . ~--J MRJ I 1 ' '' mi~,11l'!,fl.OC!t ' J ' ,~ ::.w~.11,9 <:.1L&>•1¢1.•IC/4~ , \ • '\· ', 1 ~~;~ r , //.,!,/ ,, l ~ / ~ ... ~l~ -, ~ / 1 \ • rx.r':'.,.r, r,u4,1 • \, \" Bt.:ILl)l"'G .f./,.~t;.t.i~·h· ·1l ' I l ~ / ~ , , · \ ~~ 1• oi-1111.t.~ \ \ \ '\ '.. . ,,,,-;Jf,:f/t·· // ''-: ~~'"""";~:i(/tlft/L' cfLU.fLL-•/111'1/Lu!I; i \\I ! ~;~:;;.:_;~.:: · \' ,, •i.///.N· ..... , l ' _ ~ , 111 n _ ___ _ , c. \ 1-.v. t'Jr ::' • •n~I> \ \ . \ ·: , ,.;til•:t/' .. ,.,,,, I ~ -~~~·~'"''"-'"'""'''""''''.C."" "' ,,,.,-_. ··-,r, --------·I I I " \ ·~ \ \\ '///_,//-'"/. /./-~#ii.----:., -. ----.:.. L----1 -· ---;{ -~ J -~ I I I\\ , \ ' ··11.\\,~H~ ~,)fll11~-"'-a ----"<t. ,,., "<1-.-.~~.~ r." ~~ -~~---:::--'.::-:::---... --,,r::-.f···-·---·· ---·---------·-1 I '. ' \ '\ \ 1\ \ ...-p ~ •f:'\ -·fr)_ ...., 1:1.-~"~g;,,......_~'lo "'I-----·· ----" -· ·-' ---u - -•If-\ ' ' '\\;' I _...-;;:>'!-?' qi)r.:r11,\.f v.: '. "'4'1."':~"C.'_1_ -,'(J 1--' .. ff JO - --··---7-,, -··"'\-.\=-t.(lSTM.f•M•\.4 \ '~'1, ,....-•.;::.> '\fft -·!'..,-li1r ', -12.:111 . \ \'.\w,~HH'-1'~ ... i........._ __ ' ·, '. \\ \ -~:;::.::.::-----.--c~·~ ----<'.:'.' _,-.. "-%:i:~'. ~u '_ -~" _·: .:,, __ - ' . -·. ' r-PL[ASAl'J7 ::) r /{[/:.T N /"i'OU re s / . \ \) --I \ \' ., .-----:-01--' :!,.. ' ' ''""'°'"'-. ---~ ----,,. ../ \~I ' \ I. -<JP )(~·-i,. ··-,...-. -r-.:::_ Jl\'4 . / " ~1~-:l'td·~11·~~ ~ ~ -r;;:;;-~ -~ ---·-· ~ (Qi \ \\ '\ L---I •\'"'"L1··,t • ..--l.t2f-..•... fl 1:{\.rtr1.:-'"•l'J!I .. : I -·-,, --\\ \ .. --~p••-"'" \ '•.\'-"'•fl· ~ .• ~ ____ .. I • ,, ,~ ~ F'UHUC I -7-·®-· ·---~ \.\., ·~·\ --.--/, "" /'-. LOCAL, STATE. ANO FEDERAL REQUIREMENTS HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANO PAYING FOR ALL DISPOSAL PERMITS AT NO ADDITIONAL COST TO THE OWNER. 1. CONTRACTOR SHALL PREPARE A 0TIE-IN PLAN' THAT VERIFIES THE LOCATION, ELEVATION ANO ALIGNMENT OF THE EXISTING 60-INCH RCP ATTHE DOWNSTREAM TIE-IN LOCATION AND THE BRICK ARCHED CULVERT AT THE UPSTREAM TIE-IN LOCATION. THE CONTRACTOR SHALL SUPERIMPOSE THE PROPOSED BOX CULVERT ONTO THE "TIE-IN PLAN" TO CONFIRM ALIGNMENT AND ELEVATION. THIS PLAN SHALL BE PREPARED AND SUBMITIED TO THE ENGINEER PRIOR TO ANY BOX CULVERT 9. THE CONTRACTOR SHAlL PROTECT ALL TRAVELED WAYS FROM OUST AND CONSTRUCTION DEBRIS AT ALL TIMES. CONSTRUCTION BASELINE SUBMITTALS. 2. CONTRACTOR SHALL PERFORM EXPLORATORY TEST PIT ABOVE THE EXISTING 8RICK CULVERT TO VERIFY ELEVATION OF THE TOP OF THE BRICK CUL VERT. EROSION ANO SEDIMENT CONTROL 3. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED SOILS. EFFORTS SHALL BE MADE TO LIMIT THE TIME OF EXPOSURE OF DISTURBED AREAS. 4. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTROL MEASURE SHALL BE MAINTAINED AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED. 5. REFER TO SHEET C-1 FOR ADDITIONAL EROSION AND SEDIMENTATION CONTROL INFORMATION ANO REQUIREMENTS. UTILITIES 6. CONTRACTOR TO COORDINATE WITH UTILITY OWNER OF ANY EXISTING UTILITIES THAT ARE LOCATED WITHIN THE WORK ZONE REGARDING SUPPORT OR RELOCATION NECESSARY TO COMPLETE WORK. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OR SUPPORT OF All UTILITIES WITHIN THE LIMITS OF WORK OBSTRUCTING THE PROPOSED CONSTRUCTION. RELOCATION AND/OR SUPPORT OF UTILITIES SHALL BE IN ACCORDANCE WITH UTILITY OWNER'S REOU1REMENTS. ~ 8. THE CONTRACTOR SHALL REMOVE ANO DISPOSE OF ALL DEMOLISHED MATERIALS, RUBBISH, EXCAVATED MATERIAL ANO DEBRIS. UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH ALL 10. CONTRACTOR SHALL DISPOSE OF ASPHALT, BRICK, AND CONCRETE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE REGUlATIONS 11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANO PAYING FOR ANY PERMITS ANO/OR FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEMOLITION PERMIT FROM THE CITY OF NORTKA.MPTON, IF REQUIRED. THE CONTRACTOR SHALL SUBMIT A COPY OF THE DEMOLITION PERMIT ANO ANY OTHER RELATED PERMITS TO THE ENGINEER PRIOR TO INITIATING DEMOLITION ACTNITIES. 13. WHERE THE WORDS "DEMOLISH AND REMOVE· ARE USED. IT SHALL MEAN TO REMOVE ANO LEGALLY DISPOSE OR RECYCLE OFF SITE AT A REGULATED PROCESSING OR DISPOSAL FACILITY. 14. DEMOLITION SHALL BE COMPLETED IN ACCORDANCE WITH, BUT NOT LIMITED TO, SECTION 02060 DEMOLITION. 15. JERSEY BARRIERS TO BE REMOVED & STOCKPILED AS DIRECTED BY ENGINEER, IN PREPARATION FOR INSTALLATION OF PROPOSED BOX CULVERT. CONTRACTOR SHALL RESET JERSEY BARRIER DURING RESTORATION. 16. EXISTING FENCING SHALL BE REMOVED TO INSTALL BOX CULVERT. FENCING SHALL BE REPLACED IN KIND DURING RESTORATION. 17. EXISTING BOLLARDS ARE LOCATED ALONG A PROPERTY LINE AND ARE A VISUAL REPRESENTATION OF THAT LINE. AS SUCH, THE BOLLARDS MUST BE REPLACED IN THE SAME LOCATIONS. IF CONTRACTOR IS UNABLE TO REPLACE BOLLARDS IN THE EXACT SAME LOCATIONS, THE CONTRACTOR MUST HIRE A REGISTERED MASSACHUSETIS SURVEYOR TO PROVIDE LOCATIONS AT NO ADDITIONAL COST TO THE OWNER. HORIZONTAL LAYOUT STATION NORTHING EASTING -0+10.00 2942652.51 351803.87 0+00.00 2942642.54 351803.15 0+10.67 2942631.89 351802.39 2+01.14 2942460.66 351885.79 2+15.04 2942446.83 351884.33 3+02.94 2942363.78 351830.18 3+16.84 2942363.78 351028.72 3+40.29 2942342.70 351839.00 ~~~ '\""'olo 9'!;,c,_o• \JV ~t;;O~ -t>-0' SCALE VERIFICATION ~ THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING 0 ,. IF ITS NOT 1 INCli ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY 20 40 SCALE: 1" • 'l!J SCALE IN FEET ORIGll'W. DRAWING SIZE IS 24 x 36 NORTiiAMPTON DRAINAGE RELOCATION NORTHAMPTON LUMBER YARD PLEASANT STREET NORTHAMPTON, MA CllYOF NORTHAMPTON, MA SITE PREPARATION PLAN PROJECT NO. 20164m.ooo ISSUE DATE 03/01'2017 CURRENT REVISION C-3 DESIGNED BY MCT DRAWN BY MCT CHECKED BY RJK APPROVED BY JJM I SHEET 4 of 15 r ~ ~ ~ ~ ~ ii:! ~ ~ .r £ j ~ l ~ i ~ ~ • ~ il " ~ ~ g J l ··' 0 \ \ \ \ \ \ I I ~;~~=~~~~:::o:·::-::~;::: .>.~-~;_·_--.;_ .-BOX CULVERT UPSTREAM TJE IN LOCATION! INV."' 107.82. SIT~T~R8E~~~~~~ :i~-~::~% ~ \~ ::·~ G ' ' 0---' ----· 11~­' ' ' ' \ I I I I I I \ I I I I I I'""·'·"" I -'l.'."'"" ~v 11 i\tli'~i ,_j!i,' ~-, I I ' ' ' ' ' ' \ "· \ \ \ \ \. NOTES: ~ \ \ \ '1'' 1. ALL EXCAVATIONS REQUIRING SUPPORT OF EXCAVATION THAT REMAINS OPEN OVER NIGHT (I.E. SHEETING OR SIMILAR METHODS) SHALL BE ADEQUATELY PROTECTED AGAINST PEDESTRIANS AND MOTOR VEHICLES ACCESS, AS APPROVED BY THE OWNER AND ENGINEER. 2. All TRENCHING, PIPE LAYING, ANO BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL ANO FEDERAL OSHA REGULATIONS. 3. THE OWNER ANO ENGINEER SHALL BE NOTIFIED WHEN CONT AMINA TEO OR SUSPECTED CONTAMINATED SOIL IS ENCOUNTERED AT ANYTIME DURING CONSTRUCTION PERIOD. 4. SOIL STOCKPILE DELINEATION LINE IS PROVIDED AS A MEANS TO LIMIT ANY ADDITIONAL LOADING ON THE CULVERT ROM THE SOIL STOCKPILE. UTILITIES 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANO/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES ANO WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES ANO STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY. Af.fi GOVERNING PERMITIING AUTHORITY, AND "DIG SAFE" AT LEAST 72 HOURS PRIOR TO AtN EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION ANO (9 '!) r ... ~ri(, tvi1c <>111 .. 111,4U ~ ........................... \tj~ 0\,11 '12:,.1\'/.!'0 ';.UL'J-.,1171: .... APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. EXISTING CATCH BASINS ANO DRAIN PIPES SHALL BE FUNCTIONAL AT ALL TIMES. CONTRACTOR TO SUBMIT A SEQUENCING PLAN TO THE ENGINEER AND CITI OF NORTHAMPTON THAT DETAILS HOW THE EXISTING DRAINAGE WILL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION AND HOW IT WILL REMAIN FUNCTIONING UNTIL THE CONSTRUCTION IS COMPLETED. THE SEQUENCING PLAN SW\lL INCLUDE ANY BY-PASS PUMPING REQUIRED TO KEEP THE DRAINAGE FUNCTIONING. 7. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY SEWER, WATER. OR DRAIN PIPING. OR STRUCTURE HE OR SHE DAMAGES. ALL COSTS OF REPLACEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. INTERMEDIATE COUPLINGS SW\lL BE ALLOWED ON A TEMPORARY BASIS ONLY. 6. WHERE EXISTING GAS, ELECTRIC AND TELECOM UTILITIES CROSS THE PROPOSED TRENCH LIMITS. CONTRACTOR SHALL COORDINATE WITH THE UTILITI OWNER AND CONTRACTOR SHALL SUPPORT AND BE RESPONSIBLE FOR COSTS AND FEES. CONTRACTOR SHA1.L BE RESPONSIBLE FOR PERFORMING THE WORK IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS. 9. EXISTING UTILITI POLES THAT FALL WITHIN 5 FEET OF THE PROPOSED EDGE OF TRENCH SHALL BE SUPPORTED BY THE OWNER OF THE UTILITY, TO BE COORDINATED BY CONT ACTOR, DURING EXCAVATION OF THE TRENCH AND WHILE TRENCH REMAINS ACTIVE. CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER TO SUPPORT ANO BE RESPONSIBLE FOR COSTS ANO FEES. CONTRACTOR SHALL BE '--·· ... -\ 1, .. 1' .,_,. •.···1,/ ''-. .. }r' _,/I \.,; :~ o,· ' ·:·, ... ,.~;. t'l''-t ~NL-r; J -T]:}-. I 122.:. ·'i>:'J%~&7,W!/,(' . W"" !7777T.7fi7!l7Tl '/ J. ~ !I I~ Iv, '~ 1 •;:rl)!::Y ~ WOB~~I i~~fGM£ v, W',.,; .. -t'-'r._,, ~I') n•'rll!lt; ~"(·4 1~11.-11~ />) g~~ ~ :~::1;: ~~ ('.'\ HRIQ( .. 1r,~.tl,'i Ir.I 1-:~~L~!' '~<" I l ~.,..-~··; RESPONSIBLE FOR SUPPORTING THE EXISTING UTILITY IN ACCORDANCE WITH THE UTILITI OWNER'S REQUIREMENTS. 10. UTILITIES REMOVED AND DISPOSED SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTIONS 02060 AND 02080. 11. CONTRACTOR TO COORDINATE WITH THE CITY OF NORTHAMPTON ON WATER MAIN SUPPORT OR TEMPORARY RELOCATION WHERE IT CROSSES THE PROPOSED BOX CULVERT. CONTRACTOR TO COORDINATE WITH THE UTILITI COMPANY TO DETERMINE NECESSARY PROTECTION OF a· AND 4" GAS MAINS AT PROPOSED CULVERT CROSSING IN HOLYOKE STREET. CONTRACTOR TO IMPLEMENT ANO BE RESPONSIBLE FOR COSTS TO PROTECT GAS MAINS ANO SERVICES. 12. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 13. WHEN WORKING ADJACENT TO EXISTING UTILITIES, THE CONTRACTOR SHALL FURNISH ALL PROTECTIVE DEVICES AS REQUIRED BY OWNER OF THE AFFECTED UTILITY AT NO ADDITIONAL EXPENSE TO THE CONTRACT. 14. IF REQUESTED BY UTILITI OWNER, ALL EXISTING UTILITIES AND STRUCTURES REMOVED BY THE CONTRACTOR REMAIN THE PROPERTI OF THE UTILITI OWNER ANO WILL BE MADE AVAILABLE AT THE OWNER'S REQUEST. 15. OVERHEAD UTILITY LINES OR GUY LINES WHICH REQUIRE TEMPORARY RELOCATION OR SLEEVING DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE RELOCATED OR ADEQUATELY PROTECTED, AS DEEMED BY THE UTILITY OWNER, AT THE CONTRACTOR'S EXPENSE. ROUIT 5 / @ I _:, ( j : f / I ; -~ ... , ., / ' ,: ~/' \ ______ /~\. ~ 1' '· \ ' . ~,\~L~~~ -..~----QNFELDER ~Bright People. Right Solutions. 215 Fllll StrOGt, SuMe 320 Camlxldgo,MA02142 Phono: 617-497-7800 YMW.i.Joltlfoldo1.eom = =" ·-~-~~-~-~:: i =~=-·I REVISIONS I ... ,r ··~ --.•• ./ ·---·----·--···~-------.. ;-· !10.ll!I 111111 7l'f7rr,j BOX CULVERT DOWNSTREAM TIE IN LOCATION INV.= 107.26 (TO BE VERIFIED AS PART OF SITE PREPARATION TIE-IN PLAN) P·MH4 .4· 0 \ RIM= 119.41 (REFER TO BOX CULVERT MANHOLE DETAIL) DESCRIPTION ~~~ ~ojo 0,,.y;""'" '\V ~o" 'i:o~ co SCALE VERIFICATION ~ THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAVVING 0 ,-IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY 2n 40 SCALE:,.• 'lf1 SCA1.E IN FEET ORIGINAL DRAWING SIZE IS 24 x 36 NORTHAMPTON DRAINAGE RELOCATION NORTHAMPTON LUMBER YARD PLEASANT STREET NORTHAMPTON, MA CITY OF NORTHAMPTON, MA CULVERT RELOCATION PLAN PROJECT NO. 20164277.003 ISSUE DATE 03/0112017 CURRENT REVISION DESIGNED BY MCT C-4 DRAWN BY MCT CHECKED BY RJK APPROVED BY JJM I SHEET 5 ol 15 f ~ ~ N ~ 0 ~ /. ~ ! ~-~ ~ ! ~ ~ ~ 8 ~ ~ i _, 0 ;;:;::T,_~-:~~;~~~c:,c-.·.::.-o~~--,~~:;;~?~~~~=''.~"H:o~~~~~~~~~ :":~~~~~--:~~~~! :~~c-~,~~~~1~~~~~itMtf '. 1 . I_ J ,-'1 I,.' J I r~~.-1 ' · ______ ,1 U1 1\-\ \ @ \ \ _EL -'\\ ----''\, " I' NOTES: DEMOLITION \\ I' 1\ \\ ·-..... /-------·---··-·----' ' ' ' ' I I I I I ' ' 1;:_ ' I ' I n:.;~' 8 ' ~··: 1. THE CONTRACTOR SHALL REMOVE ANO DISPOSE OF All DEMOLISHED MATERIALS, RUBBISH, EXCAVATED MATERIAL AND DEBRIS, UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH All LOCAL, STATE, AND FEDERAL REQUIREMENTS HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANO PAYING FOR All ~SPOSAL PERMITS AT NO ADDITIONAL COST TO THE OWNER. Z THE CONTRACTOR SHALL PROTECT All TRAVELEOWAYS FROM OUST ANO CONSTRUCTION DEBRIS AT All TIMES. 3. CONTRACTOR SHALL DISPOSE OF ASPHALT, BRICK. AND CONCRETE IN ACCORDANCE WlTH APPLICABLE LOCAL ANO STATE REGULATIONS 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS ANO/OR FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEMOLITION PERMIT FROM THE CITY OF NORTHAMPTON, IF REQUIRED. THE CONTRACTOR SHALL SUBMIT A COPY OF THE DEMOLITION PERMIT ANO ANY OTHER RELATED PERMITS TO THE ENGINEER PRIOR TO INITIATING DEMOLITION ACTIVITIES. 6. WHERE THE WORDS ·DEMOLISH ANO REMOVE. ARE USED, IT SHALL MEAN TO REMOVE ANO LEGALLY DISPOSE OR RECYCLE OFF SITE AT A REGULATED PROCESSING OR DISPOSAL FACILITY. 7. DEMOLITION SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 02060 DEMOLITION. ABANDON EXISTING 60"' VVIDE 1t 68" HIGH BRICK ARCH CULVERT IN PLACE, CAP ENDS AND FILL '.'VITH FLOWABLE FILL ,. -----·. 1 ::il(>PY V(l'J\JfJ FP-ME 6111\..Vltl\i 1;1/. .. -l /,,·i'.~b Lio· ..... ,. __ ., ·• .. -,. -.. _,-·-·; ~~ !•AVl:lil['°'IT --~ O'f'fR CONCAE.rE--··-------------1 5Tl.flY WfJOD fAA~C: BlJllD1tJG '" Mt:s 0 .A ;o,,j Vi'E":>• '-'• ':'' ;rNt.'11/™E:_l'.1 ~.TAMfl\-.:0 '15Y. MG~ ELFVATJ(;~ ., ~34 G4 / .:~ \-· --~-PUl3UC ol'J I DEMOLISH ANO \ REMOVE EXISTING 11'' I l 11~·.J/ .( .~Jl 1/-/ 1 . >--;' I I ("-'f .. ... J I 1 ~ :r· · r I i/:1\(/ .J ;' : \:\ , I I I /\V 1· I I / ·~; . ( ------__J : f, I 1~· ' <\I ' ' ·-'----··: i-:.::_::_'., I \\ ! ·---/ I , \ ---=--=-=),,_ I \ MANHOLES h'OUrE. 5 /\-\·\-1., . .,,,"''"'"' • /. 1'.J' \ \Q)"' "" >.1·-'"'·" -..... __ ,,__ ___ ·-· --,, --. '··7· -®------!!;. I'\ "'"' EYl'l!Jl,t; Cfi!1 ~.l.t.•11?.ll8 •HYIS9"•1lt-.Xl 'lt QJI l~" .. lHU Sl,•)oll'•l!.\J (l1~1'WO l'tZ ~ ..... 11~.·.1 lti'f l't111l"•ll~ \Ill :.IJ•,?•l\4Q I I \ i--\.--. l I ... -.. .! ) --,,.-_;/ __ ) 1,~ -...... ' --\.. ·---·-~,;li;,:~~ 3 ·-=~-.-·=•·•,w•=·•~ \ J I -·--.._._ ---r-<)o.1~7!MI 01'1!1 ~-lot .. \\U,Yl '•l'flNlZ"•l\4;•J ~" 111 1;.·-11, lO ~ ... OtJl-1141."'1 !ilt!l.1•114il ~1\,.C(oM;<2 l'Ji1•11~.N ~.;~ 11.·.c.<~•01.o l~r;f#'I.\ '11-11(,t.\I l"I'<, I~ z.· .. IO!l.11 l .. 'I, IH \.~· • I I:\ '11 ,~v. ()H ~··,. ,ndt~ Q,NFELDER ~Bright People. Right Solutions. Signed By 215FlrMStrffl,S1mto320 C1unblldgo.PM02142 Phone: 617-497-7800 www.UelnlokM1.com REVISIONS DESCRIPTION DATE ~~~ '\n,n.0lo 9.~""" v" ~~o'r-­~0' SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING 0 ,. ~ IF 1rs NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY 2n 40 SCALE: r • 2<J SCALE IN FEET ORIGINAL DRAWING StZE IS 24 :ic 36 NORlliAMPTON DRAINAGE RELOCATION NORTHAMPTON LUMBER YARD PLEASANT STREET NORTHAMPTON, MA CITY OF NORTHAMPTON, MA UTILITY DEMOLITION PLAN PROJECT NO. 20164m.003 ISSUE DATE 03l01'2017 CURRENT REVISION C-5 DESIGNED BY MCT ORAWNB'f MCT CHECKED B'f RJK APPROVED BY JJM I SHEET 6 ol 15