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� � EXHIBIT A
<br /> GDlERAL CONS(RUC710N NOi6 70.Mulching of R�9ht-ot-Vroy oreas sholl be puncheE antl anchored into tne top two D)L9akoge testing of manholas, tasting shall oe in coniormancP with Saction GENERAL NOTES i0R PAVEYQJT SfRIPING
<br /> 1.AII graE�ng, sewer. povament work antl any othar miscellaneous work shall 6e nches of soil,whene+er slopes ore. Ilotter tnon S:i. Strow shall De applietl at the rate 370.530, page 27 0! [he Recommentled Standards(or Sanitary Sewer Construction"0.5TM
<br /> porfortnxd in a<wrdonce with The IIGno�s Daportment of Tronsportatinn 'Sivnde�d of 7 1%2 to 2 ton per ocre or 80 pounEs per 1,000 S F. ana relntivery free from all c7244-93 (Vocuum Tea6ng). See tletolls for ic�ting tables. 1. Prror to oppfcation o' the pein: pavement mark�ng,the Corvactar shatl moke certorn
<br /> Specil�calions for Roaa and Dridqe Constn�ciion`(curre�t ndit�on}and the curtent e0ition k�nOs ot nea0s, t�e pavement surfoce�s dry onE f�ee of dirt or groose ond, 7i necessary, c�eon tha $
<br /> o/tne "Standard Specilicatians for Water ontl Sewer Main ConstrucGon m Illinors', t�e 17. Conlroctor sholl put cleor hoses on spiqots 48 houre Defore testing to check waler ur(ace to lhe sotis(acLon u(the Engineer. Foint shall be epoxy pavemen:point in $
<br /> cwrer�t City of Oe<otur Nov.�SVee!and Su�drvision Ordinances. In case o( confl�ct, the 11. MuiM nxttingx or antl apDroved metho0 Dy the engineer sholl be used at any Lme toblo ele�aUon. r.olors specitie0. �
<br /> most stringent shall hold. Only contractors licensed with the Cily a(Oemkur ean work lhe grauntl is slopeA 3:7 or m e.Ali nettings sholl be b�odegroGanle poPar plastic or
<br /> within Lhe R.O.W. cotton nettin9 over the mulch a_cortling to mnnufocWrer's spec(Ficationn 18. OeNecGon testmq shall be perfortnetl on a11 (PVC)san�tory mains for tinol cceptonce 2. Pwemenl marking worOs anC symbois sholi conform closeiy to the tlimensions and a
<br /> f of the inslall^d sewar. The EeflecGon tast shall not ocw:sooner than thirty (30) Goys spacing spec�fied �n tha MUTCD anC [he pians DevlaKons from t�e requ�red dimensions /r�t R
<br /> 2.The Controctor is responstble to mointoin the verticol qrodes and the horizontol 12.At any time the controciar deaires altemote methotl of mulching ond needing, it ofte�comD�etion of the in,tallec pipe. Deflection of tne pipe shali not exceeA 5.DX of ond spac�nq or other deportures from reeSonaDle stontlartls of professionalism will Oe �/�-m$
<br /> olignment os shown on the plans of oll storm s onitary sewer, streak pavement, ust bn s mhteA to ond opp•ovetl by tha engineer. No extra compensation shall Ge tha "Bose"inlernal diamuter of U�e pipe os cnlculated�n acco�donce with the "Standard couse for rejection by the Engineer. Z�5
<br /> sidewaifu on0 all other sita improvements The engineer will assisl lhn contractor in olloweA fo�olternole metho0. Specif�cotions for V:ater ond Sewer Moin Construction�n IlGnois". '( _�'o
<br /> performing elevat�on & locotion Field checks 3. Epo�ry povement morking aholl be app�ied only �xhen the a ond surtace Iemper�Wre N
<br /> 13. Seeding mixiurea and applicalion sha11 be as follows. 19.All main fnes must be capable oF tron3mitting a tu�l c�rcle of light between are a m mum of 50'F and nsmg. Where epoYy mnrkings connot be placed accorCing LL 8:^
<br /> 3.UtfPty locatians shown on plans ore appro>imate antl as suppiied Cy respecLve utifty ?Yf�E MIXTURE manholes. If tne I�ght, cannot be seen, the sewe musl be copable ot pas3iny n lwo to these�speci(icotions ond the raod is open to truffic wRh no atlequate pavement W Y$�
<br /> componie�. The Contractor sholl contact J.U.L6E. Syslem (800-892-0123) for precise A) PERMANENT SEEDING PFRENNL4L ME (!.IANIiATTAN. PENNFIME)(70 foot long cylinder which has a diameler one inch Iless tnan the insitle diomeler. mor'dn9s in place, the ConlraUor shall pmce lampomry Oarricades lo do in phosae. w
<br /> field verification of underground{fnes prior to any excovotion work. LBS./Ac.)BLUEGRASS (100 LBS./Ac.) , W e�LL
<br /> B) TEMPORAftY PERENNIAL ftYE (40 LBS/Ac.) SPRIN6 OATS(80�BS./Ac.) GENERAL N0T6 AND SPEGFlCN7ION5 FOR PAPo(ING PAVEIAENf M10 SIDElNAk1C 4. The epoxy, thermoplos[ic,preformed therrtroplostic,ond preformed piostic Type A, 8,
<br /> 4.Contractors a advised to v�s�t the sile pnor to submitting b�tls in ordar to be CONSfRUCfION or C,pavement markings wfll De:nspectaG following �nstalloGon, but no bter than Z a<�
<br /> (omilior with all conEitions pertaminq eo work being Did. 74.All stree:Right-of-Way, com0�etetl lo!araos antl Ge[ention area s�ail receive type October 15 for preformeA ptastic merkings, November 7 (or thermoplastic and prefarmetl ` �
<br /> 'A'seeding. SoCding may be substitu[etl for type A�seed�ng 1.Re(er to the"GENERAL CON5IRUCTION NOTES'. lhermoplastic mark�ngs,and DecemOer 15(or epoxy morkings. In atldition,they w�ll be ��o d
<br /> $, Manhole ond Inie;Costing n�mbers uend�n thaee plans o�e from o Neena� houndry ac inspncted follor,iny a wintor performance period fhot extentls I80 Aoys from November 1 E e N
<br /> Company Catalog (�R�Current EOition). 1he contlactor snoll uee new quality Neenoh 75.AJI a eas not complaled h�!need stabilization shoil receive type"B" 2 All povemant shall be consWetetl in corEance with Mean plons, speciFcaLons, and z+�i+_
<br /> Castings. An e�ual may be substituted oni�w'�th Me Engineers written approval. seeding.� the povement detuils. GENEflAL NO7E5 AND SPECIFlGTION$
<br /> FOR S70RM SEWER CANSfRUCT10N W ao�
<br /> 6.�t L= the intention thot oll xpecificationa an0 deta�lF adopled by relerence �n these 18.Fnished qroding sholl be checked and approvad by the,engi�exr befora seading. 3. Priar tn ptocing povement, certa�n subgratle areos may roquire soma
<br /> plans rafer to the latest published rev�sion Nereaf. additionol gratling,compocGon,or stabilization Dy Ue Paving Controclor 71iis i.Refe�to:he "GENERAL CONSTRUCTION NOTES'. g N
<br /> 17.Surfacr. sta6�l�zotion shall be rn compliance wiM the Ilfnas Handbook !or erosio shall be at thn direction of the Engineer and at nn addil�onal compemat�on to Z p�l ' for storm sewer shall be�n accordance w�lh lhe "SlanGorA 5 f t'ons for
<br />� 7,All labor, aquipment, anE matanals callad for n lhese Plan or the refer nced conirol�n de�eloping a�eas. All aroas nol D�'etl shall be Irna grotled,seeded ond n 1ha Con[roctor, pipe peci wa� g
<br />, 5 ecificotions shall be fumiahed b the selected Contractor(s) as nacessary�in order to mulched as soon as qrading has bean apPro.ed. Seed miztures tor unpavetl oreos shall Rootl and Bridge Construction,'Sec[ion SSO. b
<br /> P Y 1 n iat of the conslrucfion of a 72'
<br /> complela oU conatiuction af ihe vorious �mprovemmts. conform to IDOT apocifications or an apDrovetl mixture. 4.Lfine motlifietl soils(if roqwretl on pro�ec[) sioll co s '
<br /> th�ck madifiW soil layer compased of soil, lime onJ waler L�me shall not be pplied to 3.All manholes,unless shown dfferently, shoil ba 48'diometer Type A. All �nlets aholl be
<br /> 8. A)AII controctors for this pro�ect shail ootam any neceasary e o�a[ion permits 18. Fllter bortiars shall De in6pacted immetl�alely aftur eoc� ramfoll,ol leaal daiiy du(ng or mixed w�th frozen aoil. Soils shall be modified 1n accorCance wiM Article 302 oi the 2M1"diomeler,Type A or 36"tliameter,Typa 9 and fum�sheA wilh conting, os shown on
<br /> and bonds from the City of �ecatur, and requ�red'msuronce c erageXprior Lo begm�inq prolonged roin(all and on a week�y basin. .1ny raq�ired repairn shall be mode standartl spec�Ficahons. lhe plans, and shall 6e conatructee in nccordance with the Monhole Uotail.
<br /> cunetruction und eholl prov�de capies of some Lo the Engineera, �mmedialely aftar nolification. rce s �
<br /> 5. Upo^completian of pa.king nnd siAawalk puvements,tha paving contrector snall 4.D�spose of e excovoteq matarial a a�te ai the C�rection of the Engineer. All
<br /> B) Contractor:Altention is colletl lo c rent Cfty, County, Stote ond Fetleral Sofety 19.Shoultl the qeoteztila/abric decampose or become inelfect�ve prior to the entl ot tha backfill curb iines ond walk etl9es to the satisfaction of lhe Engineer. such moter�o� shali be grodetl Lo blentl with adjocent qrodes
<br /> Reyulolions anA Guidel�nas. Controctora shall be Fomlliar with these regWotions onE expecled usoble li(e anJ lhe barrier still 6o necassory,the 6arrier sholl be replaced
<br /> guiAelines and snall stricNy adhere to eome. D�omP��Y� 8. The paving conGaclor ahali make all final otljustmenls and mortoring of castings�n 5.Samtory sawer crossings wtth 8"or less of vertical clearanca ahall hove a romforcetl �
<br /> poved a with concrete hrick or conerete adjustment rings, absolutely n wood co crete cradle(sae Detoil). The cost o(ihw r.ro�siny sha�l be mcidr.ntol to L�e cost of
<br /> 9.AII exrsting sonilory sewers, f�eld tiles, tlrains on� uFilities cut or crushed tluring 20.See�menl deposits ahoula Ce removea afler eoch storm evenl when deposits reach allowed.r�Pavmq contractor sholl be responsiDlx for protection of storm strueWres in lhe sewer conatruuion �
<br /> conxlruction shall be rnplocea or pluqqed ot the direction at the Engineer. It shall De o0prozimately half lhe haight of the/ilter fab�ic or strow Bale barrier, poved areas during construction of streel and wolks.
<br />� the reeponsbifily of lhe controctor to repioce or repair promptty all damegetl linas at no 8.After Sawer bocklilhng and qraCiny hove been compla[ed, oll manho�ea, except those n
<br /> adtletl eompensation, uniess such re-routing e ceeds 50 feel in lenglh�n ach c a 21.Fny aed�rnent deposits remaining in place after tha s�t fenca or straw Dale Com is 7. Match�ng exislin9 sfrer.l puvemenla shuli be mado with e�ther o constructian or on folfng in pavatl o s,sholl hwe t (one) 2"xR"leatlar 6' bng buried 3�deep pioced o O
<br /> tiUe is replaceE. Reploce w�lh ADS-Ni2 corrugoted pipe a�an opprovetl equal by9E no longer requ�red s�all be Aressed lo conform wiN Ihe existing 9rode, preporetl nnd expanaio�joint. ailher s�de of Uermanhole.The lop 3'o!lhese pos[s shall be pa�nted orange.
<br />, Enryneer. , seeded. �
<br /> & PertloM Cement 6one2le(PGG)Pevemert4: 7.All maMolec�ntl iNots fallinp msi0c povement orcas sholl be protected trom sdmtion
<br /> 10. Limits ol construction a e the 1ot bounGaries antl Puolic Right-o(-Woy unless 22. Remove all ailt fenring and stra�v baie doms after permonent veqetation hos Deen pnor to pov�ng �y meons ol sealing the o0ening or placement of strow bales.
<br /> otnerwix �ndicoteE on the plons, ealoblisneA on0 qrowl��s Geme enoug�to efminote ony erosion o(soBs. All Porllantl Camenl Co�rnte Povinq shail be constructeG in accortlonce with Art. 420 of �
<br /> t�a currant�DOT StanCard Specihcations. Mutenol 1or PCC pavement sholi have a 8.Sewer eontractor shall acro�mt for fina�vortical odjustments of shuctures m turf �
<br /> 11. Con[roctors sMall lakn care to momtan the site ontl atljocent areos in as dean a 23.Contractor(s)aha�l n esporeible for reviewing the�Con�truction Pollut�on Prevantion mozimum oilowaEle slump of 4 inches iha concrete shall have nn oir antroinment of not reas and seaLng of manhole castings ofter earthwork�s opproved. Controctor to leave
<br /> cond�Gon a oss�ble. An debris,Grt, muE,etc.,shall ba cleoneA daily,o s [he Plan� for lhis Vrojecl. Controctor to Follow all ierma ontl condiGons ef plan antl the less lhnn 5R o e tl�an BR by vuluma.The cancrate shall altain a compression ali sVeet starm strucWre cast�ngs�ooae. Fina:adjustment and mortoring of casl�n9 to U U
<br /> s p y
<br /> e I�ds cones and�oose castin s shall
<br /> Engmeer d�rects, Iram any adjoining sUeeis or properties by the responsi6�er controctor (NPOES) permit os it ralates to Ueir woAe. Cantmctor x411 be required to certify Uieir strengtA of 35C0 P.S.f. at the ege of 74 doys when ttstetl by standara me[hods for be lhe paving coalroctor's responsi6ifty. Concret 9 � �
<br /> s o part of the primory construcEon work.7his sholl be at no additional compensotion ocknowledgmenl of the Oermit,Conatruclion Prevention PotNtion Plan,terms ond slreet pavemants aiW 3500 P.S.L et the oqe o( t4 aays for sidewalks. If lhe CoMractor be cheeked prior lo pour by the Enginaec �oose costiaqs to be left 0.25' lower than � �
<br /> lo ihe Controctor. conditiona for thia praject tleaires to allow boffic or poving sooner than iS doys, the controclor shall notify fho planned alevotion when Dossiblo. AEjusVnent shall be done with concrete bnck or - �
<br /> nngineer 2 daya prio�lo pwing.The contractor will be allowed on paving only when adjustmenl ringc,ubsolu[Ny no woad ailowed PrecuuGans shall bn pul in place l0 7
<br /> 12.T�e honzontal unC vertical saDoration of wnter mains ontl sawers a�all be in 24.final stobilization anA termina:ion af permit requirementa shall occur when all of the <oncrela has reachoG the�equiretl strength.TestinQ frequenty for compreasion testing prevent domoge to manholes by placmg 2�x6'IevOar hy manhole anE corer over opening / ' L �
<br /> accortlance rith Uvision N Sac. 37-2.019,ond C of tha"SfandorO Specificolions o( (olloefig �ava Oeen met: shall De(2)cylinCers per 3500 squam feet,or(4) per tloy, whichaver ie grxoter.Tealing lo prevent Airl (rom falfng in sWCWre. V � O
<br /> Water and Sewer Main �n illinois,currenl atlition, oll cos�ng required at slorm/wntr.r ) All soil dislurbina a:ivities are compie[aE. frequency for fle:urol testin9 chall be(2) beams per 3500 squaro Feet,or(2) per tloy, anBS I' 1 �
<br /> crossings ahall be pmvideE ontl installed by Conkractar. b) iempomry erosion and seCfineM contrd meosures have removed or will be whichever ia greater. 9.AII lifting rings shall 6e cut oif from Gds w c after monholes are conetructaE. W
<br /> rertroved al an appropriate time. � z z
<br /> 13.All shop tlrowinas of monnoles or inlets shall be suDmitted to antl opprovo0 by MDC c) All areae of the conslructbn sila not otherw�sa cwored by o Dermanent povoment &1 PCC SiOewalks: 10.NI unAerAroin storm tlrairwge piPe sholl De ot t�e foibwing tyDe: �
<br /> prior lo fabricoting structures. Review o1 shop drowings does not relieve contractor o( or slructure hove been stabtiized with o uniform perennial veqetahon cover with o Censity r(1 �
<br /> proper consVudion of struduros. of 70R vr aquivolent measures hove baen empbyed. A)Sitlawalka shall lypically be 4 teet Nide by 4'tbick on 4'aggregala. Pipe moteriul to be s+nooth interior,carrugated,high density y J �
<br /> polyethylene p�pe(A0.S N-72 ppe)w�tn oli Detltlinq,jointing,tees,plugs, �
<br /> 14. Norizonla! fmits o(trerroh bockfill for all sewers deeper thon 5 faet ore Doaed o CENFRAI.NOTES AND SPEdFlCA710N5 FOR SANITARY B�ConsUuct a 3/4 inch thick Bitumi�ous exDa�sion janl �n the eiEewolk where cieonouts,and bockfill as required. P'rye to be perforoted with sock�n Q O
<br /> using a trench box. Ai ony Gme the controctot Aosires nol to use a irench 6ox in n SEWER CONSTRUCfION aidewalk abuts povement grade and where sidewalkv inlanxl each othe� (No dowel bars detrnlion orea soiid in al�other flroos. �
<br /> thos^ore s the appropr�ote O.S.H.A.cul back slopes shoultl be uxd ontl ii any of 1. Reter to the 'GENERAI CONSTRUCTION NOTES�. reyuired). �
<br /> these cut back lines intersect the 2'-0"iimil (see t00T�97 Arl 550.07),ihen extend A) Pipe and ittings shal�be made of payelhy�ene compounCs whlch meet o exceed 7
<br /> trench DockFill us necassary,at no atldrt�onai compensotion to Controctors. 2.All son�lary pipe malerials shali meet one of Ihn following type one specYirotions: C)Sidewolk romps und crosswolks which obut straels or park�ng lols sholl De the requ�rements of Typa 111,Cotogor�4 or 5,Graae P33 or P34.Closs C per A.Sf1N L � �
<br /> romped wit�a non-sl�p(texWred)surface so lhol�trxls on0 eidenalk ond crosswalk D-1248 with Ne oppiicabie requ�rements tlstined in ASTIA D-1248. �
<br /> 1S.The Contractor ontl SuDcontractor sholl notiy I�IDC Engineeriny, City Enginear ond A�Extra Streng[h Ylrifietl Cloy P�pe -VM(ieC Clay Pipa aholl conform to hSTM intersections merge to a common elevalion, enaoling persons in wheelcholrs to trwel 7 �
<br /> Owner at least two tlays prior m slarting or ra.ctorling of ony conatrur.t�on. Das�gnotion C-700. YtriheE clay pipe join�a sho% conform lo ASTM C-425. Plam und freely. Refer to tidewolk romp detail. 6)NI�oints sholl ba the standorE split coupler type. Cuupler shd�meet ASiM L
<br /> vitrifieC cloy pipe snali De with PVC bel� material confwming to ASiM �-178-0 onC :667,ASTM F405, anC MSH7U M252, h129M1 specifiwtwns. 'A � �
<br /> 76.!JI work, �nc�udinq moterials, workmons�ip, antl methods sholl be quoranteed by the tlezible gasket meeling ASTM C-425 specificationa D)Ai�rampa shatl hove a detectahla warning strip pe� delails. u�j
<br /> contractor for 1H months atter job completion on0 full occeptance by the Enginee�and (/J[ernale)All joints sholl be 'Pro Link WT"BeU/9e11 non-cleolnA coupler with O-R�ng � M �
<br /> Yllage. My defects discovered dunng M�t 18 month pariod shall be prompty 8)Potyvinyl Chbnda Pipe- Polyvinyl Chlorld< (PVC)smice Imes sholl confo�m to &2 PCC Parking and Oriveway PavemenC Gaskets end�nsialled accordinq to monufocWror s specif:cotions. W
<br /> repoireE/corrected by the xewer controclor a[iro cost to the Owner/DaveloDer. ASTM 03034, IYPe PSM with puah-on fiexibla oloatomeric seals in occordance with ASTM . � ! \
<br /> D-3212. The minimum allawoEle SOR sholl De 35. A) Foi PCC parkinq and driveway povemante fhe minimum thickness sholl Dc 6 C)The pipe ontl /ittings ahoil be free o!foreign m<lusions and visible en(ects. AII v
<br /> 77.Any trench settlement causing pmement c acking on0/or settlement shall be repaired inches.All tlrive oppronches ond tlesiqnated hoavy tluty tratlrc omas shall be b inchex an holes of arry kind in the corrugation cresta or sitlewnlls�hollsbe cons�tleroe un�cceptoble. �
<br />� and the pavemenl prope.rly replacetl by the sewer contractor with�n two weeks of 3.AII soNtary monholes shali be 48'd�umeler lype"A"ond sholl have Neenoh R-1713 a compocted 4 inch stone base. The subgro0e shall Oe checketl (or grade and The ends o( the p�pe sholl be cut squarely a�d cicanly so a not to aAve�sety effect O � 1"
<br /> natilicotion by the Developer or his Engineer. framea witt� rype "8"lids and lwo type "F�conceoletl picknoles. compoction prior to controctor placiny oggregote. Controctor is required to give Engineer join�ng. �� �
<br /> 2 business day notice io inspect subgrade. 7 � Q
<br /> 18.All elewtions are basad on lhe North Pmericon Vertiw!Dotum ot 1929 (0.1eon Seo 4.Where sonitory sewer is qreater lhan 8 feet below finrshed q�ade instoll riser ot D)Take care lo ens�re thot meteriel hvs 6een worketl �nder tne hounch of the L
<br /> Level Dotum), servfce wye to 6rinq servicn line to within 7 tr,et of fnivhad grode. (See Detail) B�Conslruct controctron Joint in the pavement and curb an0 gutter every t5 feat, p�po to provide odequate side support. Toke precautions to Orevent movement of the
<br /> or less. Jomt Inaerts or tlummy�oinls are expressly prohibiteC. Sowmg of o�l joints pipe Ounng piacing of the moterial unCer the pipe hounc�. � �
<br /> 19.Dispose of excess excavuted material on site o[the Eireccion ot Ure joD 5. Install o wooden 2"x2�leodnr ot the ends of all snnitary sernce lines. point green. shall commence as soon as the concrate hus ha�dened su(ficiently to permit sowing
<br /> supenntendent. withaut excessivn revnling. Dul no�ater than B Ooors ofter conerete is poured in place. �Pnor to pipe installation, carofully brin� the bedaing material to grade along the � {n
<br /> 6.Sewer contractor sholl tlrspose o� e vated maleriai o s�1e at the tlirocUon Joinis m pav�ng ore not requiretl to De filled with sealant All joints m povmg o�xl curbs ent�re lenglh of pipe to be inxtalled. �o ensure lhot udaquate anC uni(orm support rs v�
<br /> 20.Troflic conlrol protectinq all worM shall Ge prov�ded in occorGonce wiM curren[slale of the Engincer.A11 such mnterial sholl�be8groded to blontl wi[h ex�sling gradas and to must De on the same I��e. pro+�Aed untler the p�pe anC to ovoid Oifferentiol settlemenl of the pipe, certain �
<br /> and�otional afandaMs ond as dirccted by tbe Engineea Traffic controi shall be in ploce tha Enqineer's satisfaclion. proce0ures should be adhered to antl precautions Lakan as needed. (Sea trench OeLoiQ.
<br /> as soon as conatruction bagina. Refer to the bort�cade detail on thesa plans. ilso, GFHERAL NOIES FOR SNNE BASE ,, 1
<br /> permonent delineatora holl be placed at the end af oil sl�b streets(which will be 7.NI utility poles,talaphone petlaslols, monuments, valve boxes and uHlity Iines sholl be GENERAL NOIES At�SPECIFlGTIOHS F'OR CONCUIT �
<br /> extendetl in the fuWre) os soon as con3truction�s complete. bracea anC protecleE os necessory 7. Aggregate Dme rourse sholl De crusne0 stone ond shall be Type 6.Pll a��regote
<br /> crusheC slone bose course consimclion shall conform lo SecUon 351 of the Standard 1. Refer m the 'GENERN_CONSTRUCTION NOiES". 7
<br /> 21.Ai� Uenchos undar or within two feet of proposed or existing pov�ng far woterrnoin, 8.AJI fnside ond oulside joints of manholes shall be fIIW with mortar and brushad Specifcationa: �
<br /> anilory services,storm se rs, se ondory storm tlranoge iines, sanitary mams and smoocn. 2.Conduits yhall be schetlule 40 electrical grotle PVC. See the plons for tl�ameter,lenqth " t
<br /> r�elated slrucWras vhuli be inslollod�with mechanicaily compacted trench bockfill 0 2. The bose course shall be constructed in layers not rnorn lhan 4 inchns tluck. The and location. W
<br /> flowoDle fill. W�ere select qronulor ma;enal is requiteA for fina� trench backfill, i�rwill be 9.All sanitary sewere wyes sholl be 8�x 6"unless shown otherwise on plans. ag9regate shall ba Oepoeiletl fu�l-lane wiGth,Airectiy o�the preparotl subgrode or on Ihe r {�
<br /> calcuiate0 antl m sured(or payment o compacted cuG�c yo�d basls per cubic yo�A preceding loye� o(campactod ag9regale with o spreede�. When ploced,it shalt be free 3. Conduils Rholi be �nstalted o m�nimum of 30 inchea o a moxim��m of 36 fnches Oeep v
<br /> per lhe current Standard Spacificatio�s to�Waler antl Sewor Main Construction in lilinois 70.All sonitary sewar service lines snall be 6"diameter�ns:olled af a slope of 1/B inch trom sagregoGon antl shall reqwre mm�mum blading or mampulution. Immediately after unless olherw�se approvetl by the Engmeer.
<br /> All materiol for Aedd�ng, naunching anC i�Yial backt�ll l0 12"obove the p�peline w'dl be per faot or 7.00.X 9rode. Confractor may �ncrease stope�f opproved by the �nspector. t�e materiol has baen plocW, it sholl be compoUed with a tomping roller,o with a
<br /> �nciaental on0 ShoG be indudetl in the un�t price per length of p�pe. pneumolic-ti�etl rollar.o�wilh o vibralory rnacnine, o�with o combinoGon ot,ony of [he 4.A pull w�ra snall be instolled m oll condu�ts
<br /> 11.All sonitary sewor service stubs and wyes s�all be extendetl from the property line three. The top loyer s�oll be grven a f�ol rollin9 with o three-whael or landem ralle�.
<br /> GENERAI NOIE$AND SPECIFlCA710N5 FOR SITE GRADINC dc EROSION CONTROL ior which it �s �niended to serve to w�tnin irve(5) feet ot the Gu�lAing line where�1 is ihe monner of compoct�on sholl De aOVroved ny ihe Engineer. S.NI conduit enAs shall be seolea to prevent tl�rt or deDris from enterinq. _
<br /> 1. Refer.o tbe'GENERAL CONSTRUCTION NOTES", to enter tbe build�ng.
<br /> 3. The Conlraclor shall, al�is/her own expense,submit to the Enginear, o sompla of 8.All con0uits colled for un0er streets snali span the enlire witlU of tAe right-of-woy. W
<br /> 2 All eorth ex<avahon work shal� con(orm lo Section 202 af the Standord Speci(ications 12 Flowl�ne of 6"tliameler sornce lines out of monholae o e lu be no less thon D.4'or lha aygregate to be usxd fo�Aggrcr�ole 8ase Course,Type B, at least 15 days prior to The Paving Controclor sholl expoye oll conduit ertls fo: the respective utiiity companies
<br /> for Rood and Bridge Conslruction. Ea*th quontitiea to be paid for os in original slalo more than 1.9' a0ove the main sewer linex e(Flvenl invert e cepl nl ihe lerrninal ,tart�ng conetruciion. The sample so suCmitted will be tesled by the site Eng�neer for when needed. (Reter to PAVING NOTES) m w
<br /> (i.n., .ompacied wnaiHon). monhole where it shall be 0.2'obove ihr, mo�n sexer lines affNent �nvert. acceplance. "� I
<br /> 7.Where electric ond gos condurts cross, e!zctric contluits shall be�ns:alletl deeper. �
<br /> 3.AOcstnpped topsoii shall be piacad rner tlisturbed or�iNed aroas and ryraded (6ladad) 13.NI atoiioNng of structures or wyas ore to the centars of rtanholes and lenglha of 4. Anio.e the aggregale is deposfled on the suugrode, it sho11 <ontoin the amount of � _
<br /> smooth. No earthen clotls larger than 3�t d�a. shull 6e accepted (�.e aEd�tionol gratling pipe shall oe measuretl from the ins�de of monhole wall to inside ot monhole woll, moisiure�equrted lor compaction. The artwunl ol moistu�e requireC ahall be thol 8.Unless olherpise indfcated on{hese plons,it wi:l be the responsiDility of the poving N I
<br /> required) Topsai! removal at mn�mum, sholl take place in righl-ot way, pond oreoe, Cotermined by the Eng�neCr for the moterial ontl compactron mr,thods baing�sed. controctor to provide onC��stal;all conOwts. O '
<br /> areos of mare thon 2.0' of Idl�ana cu[arsas. 14. Sewer cunirncio�sholl accounl for tinal vertroal aojuslments oi sanitary manholes, i '
<br /> cleonouts onA seafng of manhole cost�ngs after earthwo�k operations ontl pavinfl +ork ia 8. If dansily tesls indicote thu[the bose course dces not<omply with the tlensity 9.Ploce o 2"F2�leoder al entl po�nls ond paint red for electricol ond ye0ow foi 9aa. p
<br /> 4.All 4isiuroeC earth oreos s�oli 6e seedetl and/or hov¢straw babs ot siltat�on barciers complete. Prewuhons sha11 be put in O�a�e lo prevent tlomage to monholes by placing �equirements,aEdiKonal wett�ng, i!nece,sary, ontl rolhng will Ge required unlil tho density
<br /> uppf,ed us sho.n on theaP plons as soon as final grading has bean complatetl. one(1; 2"x6'x6 long p.otecWe leude� hy monhole. Paint top of leoder grean. ob[ained. Moisture shall De added lo the molerial during compact�on only•nhen it is 10.AII contluit under nght c.`woy area shall inclutle select gronuiar moteriol far�ackfill 'W�'
<br /> neceasary to increase the percentage o� masture to obtoin the requrteG tlensity. �nclutle0 in the price oP pipe per lineal6feet.My bedtling, ha�nching, mit�oi trockfili ontl
<br /> = 5.Earthwork conVacta�sholl be rasponsible For ony domage lo slorm ond sonitary sower 15.Ali testing of sexers shoti be inciden2al to Ue coy: ol sewer conntruction anA be Final backfill shall be incidentol Yo lhe cus'o/the pipe.
<br /> aue to eartnwork operatrons (i.e, rrsetting ot castlngs, dirt in mannoles,dirt in pipes. lhe controctors responsi011ity. Engineer will defermMe whot teet(s)to peAo�m on the 8. Aggregote used for base co�ne will Ee meosured lor poyment m cvDic yortls or m }
<br /> -, etcJ systems. squore meters(square yords)of the thickneas speclGed GENERAI.NO'fE5 AND SPECIFICA710N5 FOR WATER IMIN CONSfRUCf10N � _
<br /> - 8.Contractor shall notify Er.gineer or job superinten0ent 2 �ays prior to compietinq pond 78.Leako9e testinq sholl be pertartnetl using one of lhe following methotls� 7, Water requwretl lo De otlded for com.poction on the groCe wi��not be meosureC `or t.Reter to the "GENERAL CONSTRUC�ON NOTES'. o�
<br /> - vaGon,int poAs, s+alea and topso�i stockpiles to hwe eoch veriFieO for quon5ty onC payment out�hall De consideretl as incluaed in lhe cosf of the rtem of work be�ng z m
<br /> � rnr.struct�on. .ailure to tla so Coes not rei�eve Controctor o(responsibifly b cons�ruct A) Ir�tilUat�on, not to exceea 2G0 qollcns per inch diameter ot sewer p�pe per mile constiuctetl.
<br /> _ accor0ing tc O�ons. per day. ca�mu �SIONS DONE ON 7/15/OB: +��+
<br /> z
<br /> B)Extiltrotion. not lo ezceed 200 goibns per incn dwmuter of sewer pipe per mrle 8. The earth subgrode�nall be compacleE to 95R QAIN.) of thn m m densily as �,}�detl I�censed conlraclors lo Note 1 unCei Genaral Noles 'o.3c �
<br /> 7.All orqanic soil moterials s�all 6e removeE lrom the povem,ent subqrode area. per day. por i..S.T.M.D-698 an0 is inadental fo earl�axcavation. a a
<br /> C)�ti� iesting, tos: results sholl nat bc lass thon t�e l�me par m h of pipe
<br /> � 8.T�e entire subgrotle shall Ce compacteG to Ee not �ass than 959,of[he stondo�0 diameter per length of sewer piDe as apecifieG in lhe table entitletl �AirCTest Tab�e"which 9. Aggregate bose coursee sholl have o mnimum in-place densiry o( nmery-five
<br /> - laborotory �ensity to two (eel o�IsiOe o(paving c�rblines. con Ce founC in the SlonAord Specificationa fa� Waler vntl Sewer A7oin Construclton in percent(557.), wilh no individual lest Oelowlmnety-five parcent(95X).
<br /> � Illinois". Tesl times(or���e lengths qreater l�an 100 Feet shall be incremental multiples
<br /> . 9. AI� excovat�on, fina graEing, em�ankment work, aeeding, necas<ary wotering and of the Gme mdicatetl for the t0U toot length.When groundwater is resent, the intemai SHEET 2 OF 10
<br /> muichtng s�all be o part of venAing wor4:ond sholi be cons�dered in ihe�n�t price of air pressure snall be rarse0 0.4335 D3�per foot o(groundwater ova�lhe pipe ut the
<br /> � nedinq tlownstream monhole
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