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<br /> GENERAL NOTES SPECIFICATIONS
<br /> 1. THEENGINEERSHALLNOTGUARANfEETHEWORKOFANYCONTRl1ROR, srinu EXCAVATIONANDEMBANKMENT CONCRETETHRUSTBLOCKS
<br /> HAVE NO AUiHORITY TO STOP WORK,SHALL HAVE NO SUPERVISION OR CONTROL THE CONTRACfOR SHAII GRADE THE SRE AS SHOWN IN THE PIANS.THIS WONK SHALL MEET THE �ONCRETE THRUST BLOCKS SHALI CONFOkM TO THE IATESf VERSION AND THE SfANDARD
<br /> ASTOTHEWORKORPERSONSOOING7HEWOHK,SHALLNOTBERESPONSIBLEFOR REQUTAEMENTSOFSECfION202AND5ECfI0N2050FTHE5S0.0ANDALLOTHERREFERENCED �EdFIG1TI0N5FORWATERNWNANOSEWERCONSTRUCfIONINIWN01S5EVENTHEDITION
<br /> SAFE7YIN,ON,ORABOUTTHEIOBSITEORHAVE ANYCONTIiOLOFTHESAfEiYOR qµnQfSpHDSECfiONS.BACKFIWN6AROUNDPROPOSEDIMPROVEMENTSSNALLBECONSIDEItED ORIAiESTVE0.510N.
<br /> ADEQUALY OF ANY EQUIPMENT,BUILDING COMPONENT,SCAFFOLDING,SUPPORT5, INQOENTALTO THE CASf OF 5/UD IMPitOVEMENT.
<br /> FORMS Olt OTHER WORK AIOS,ANO SHALL HAVE NO DUTIES OR RESPONSIBIUilES SAN ITARY SE W ER
<br /> IMPOSEDBYACfSGOVERNINGTHEWORKPIACE. TRENCH BACKFILL THESANRARYSEWERSHALLBEPOLYVINYLCHLORIDEWfiHASTANDARDDIMEN510NRATOOF
<br /> THECONTItARORSNALLPI,ACETRENCHBAIXFILLA55NOWNINTHEPlANS.THISWORKSHAIL Z6.THEIOINfSSHALLBEFLIXIBLESEALS.THEPVCSEWERPIPEAND101NT5SHALLBEIN
<br /> 2. THE ABBREVUITION SSRB SHALL REFER TO THE ILUNOIS STANOARD SPEqFICAT10N5 MEETTHE HEQUfREMENTS OF SECTION 2080F THE SSRB AND ALL OTHEN REFERENCED ARTIQfS A�ORDANCE WITH SECTION 30d.040F THE STANDAitOSPECIFICATI0N5 FOR WATER MAIN
<br /> FOR ROAD AND BRIOGE CONSTItUCT10N ADOPTED IANUAItY 1,2012.COPIES AND SECf10N5. AND SEWER CONSfRUR10N IN IWN015 SEVENTH EOITION OR U1TE5T VERSION.
<br /> AVNU18tE ONUNE AT http://www.idot.illinois.gov/Assets/uploads�les/
<br /> Doing-Business/Manuals-Guides-&-HandbooksM�Bhways/Constructfon/ SEEDI NG CLAS51 AND MU LCH METHO D 2 THE PIPE BEOD�NG MATERIAL SHALL BE PIACED A MINIMUM OF 0'BELOW THE VIPE AND
<br /> SWndard-Speafications/125pttBookpdf 7{{E�pry7qp�TOR SIiALLSEED AND MULCH ALL DISTURBEO AREAS.WORK SHALL MEETTHE MINIMUM OF 12'A80VE THE PIPE AND SHAlLBE C1A5511 MEETING ASfM D2321 AS DESCRIBEO
<br /> REQUINEMENTS OF SECTION 250AN0 SECf10N 251 OF THE SSRB AND ALL OTHER REFERENCED �N SECiION 203.05 AND 20-4.060F THE STANOARD SPECIFICATIONS FOR WATER MAIN AND
<br /> 3. THEABBREVIATIONSSWSCSHAIIREfERTOTHESfANDARDSPECIFICATIONSFOR SEWERCONSiRUCf10NINIWNO155EVENTHE01T10NORtAiESTVE1t510N.
<br /> WATER AND SEWEN CONSiRUR10N IN IlUN015,7TH EDITION OR U1lE5T EORION. �TIClES AND SERIONS.
<br /> TEM PORARY EROSION CONTROL SEEDING THE SEPARATON OF WATER MA�NS FROM SEWER MAINS SHALL BE IN ACCOROANCE WITH
<br /> 4. SSRBANDSSWSCARTQESDEAUNGWITHMETHODOFMEASUREMENTANDBASIS 7HECONTItACfORSHAU.APPLYTEMPORAIiYEROSIONCONTROISEEDINGASINDICATEDINTHE SECfI0N541-2.OlAANDSECfION/I-2.OIBOFTHESfANDARDSPEdFICAT10N5iORWATER
<br /> OF PAVMENT PORTIONS OF REFERENCED STANDAIiD SPEdFICATIONS SHALL NOT MNN IW D SEWER CONSTRUCTION IN ILUNOIS SEVENTH EDfTION OR IATEST VERSION.
<br /> Pl/W5.THIS WORK SHALL MEET THE ItEQUIREMENTS OF SECTION 280 OF iHE SSRB AND ALL OTHER
<br /> �P�Y' REFERENCED ARTIClES AND SECTIONS.
<br /> THE SANITARY SEWER SHALL BE DUICED IN ACCORDANCE WITH SECTION 33 0F THE STANOAltO
<br /> 5. WORKSHALLCONFORMTOTHECITYOFDECANRAND/ORIDOTCONSfRUCiION qGGREGATEBASECOURSE,NPEA SPECIFICATIONSFORWATERMAINANDSEWERCONSTRUCTIONIN�WNOISSEVENiHEDITION
<br /> STANOARDS,THE I W NOIS ACCESSIBIUTY CODE,PROWAG AND STANOARD OR LATEST VERSION AND THE CRY OF DECATUR,I W N015 CONSTRUCTION STANDAtiDS.
<br /> SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN IW N015. THE CONTAACfOR SHALL PIACE AGGREGATE BASE CAURSE,NPE A AT A MINIMUM THICKNESS 0.S
<br /> SHOWN IN iHE PIANS.THE WORK SHALL MEEf THE REQUIREMENTS OF SERION 351 OF THE SSRB
<br /> 6. NOTHINGCONTAINEDHEREINSHALlREl1EVEANYCONTfiACTOROF HIS/HERDUTY ANDALLOTHERREFERENCEDA(ITIQFSANOSECTI0N5. THESANITARVSEWERLEAKAGETESi1NG5HALL8ETHEAIRTESTIN6METHODASDESCRIBEDIN
<br /> TO OBSERVE AND COMPLY WITH ALL APPLICABIE LAWS,NOR SHALL THE ENGINEER TME SSWK
<br /> BE RESPONSIBLE FOR THE CONTRAROIt'S COMPLUWCE OR NONCOMVLIANCE WITH PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT
<br /> THECONTRACTORSHALLPLACEPORitANOCEMENTCONCREfEDRIVEWAYPAVEMENTASSHOWN THESANRARYSEWERDEFLECTIONTESTINGSHAILBEINACCORDANCEWITHSECfI0N33-3.13 Q
<br /> SUCH lAWS. IN THE PU1N5.THIS WORK SHALL MEET THE REQUIREMENTS OF SECTION 423 OF THE SSRB AND ALL OF THE STANDARD SPEqFICATIONS FOR WATER MAIN AND SEWEN CONSTRUCf10N IN ILLIN015 o O
<br /> 7. THE 7ENMS'PIACE','CANST(iUCT'AND`INSTALL'SHALL BE IMERPRETED TO OTHER REFERENCED ARTICLES AND SECf10N5. SEVEN7H EDIiION OR IATESi VERSION,WHICH SHALL INCLUDETHE USE OF A MANDREL r� �
<br /> .°`. c
<br /> MEAN,'FURNISH ALL EQUIPMENT.MATERULL AND IABOR TO COMPLETE THIS PORTLAN D CEME NT CONCRETE SIDE WALK THE SANRARY SEWER SHALL AL50 BE VIDEO TAPED.NJO COPIES OF THE VIDEO ON DVO OR CD w
<br /> WORK". T}{E CONTNACTOR SHALL PIACE PORTUWD CEMENTCONCREiE SIDEWAl1C A$SHOWN IN THE PtANS. AIONG WITH THE REPORT MUSTBE PROVIDED TO THE ENGINEER PRIOA TO APPROVAL �
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<br /> THE SIDEWALK CROSS SIOPE SHALL NOT EXCEED 2%,LONGITUDINAL SLOPE SHALL NOT EXCEED 5%. '^�>p o
<br /> 8. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONTRACTOR'S DUiY TO OBSERVE pryD SIDEWALK RAMPS SHALL NOT EXCEE08.33%.THIS WORK SHALL MEETTHE REQUIREMENTS OF SANRARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNE55 BY EITHER OF THE fOLLOWING �n i? _
<br /> ANDCOMPIYWITFICUEMCONTRARREQUIREMENTS,LOCALANDSTATE SECfION4240FTHE55R8ANDALLOTHERREFERENCEDARiICLE5ANO5EGT10NS,ILLIN015 METHOOS;ASTMC9690RASTMC1244.
<br /> REGUlAT10N5,OR FOR THE CONTHAROR'S FAIIURE TO DO 50.
<br /> ACCESSIBILITY COOE AND/OR PROWAG. p
<br /> HOT MIX ASPHALT BINDER COURSE o Y,�T>o d o
<br /> 9. CANTRARORSHAILBERE5PON5181£FORLOCATINGANDPROTERINGUTILITIES PAVEMENT REMOVAL.SIDEWALK REMOVALAND COMBINATION THECONTRACTORSHALLPIACEHOT-MI%ASPHAlT81N0ERCOURSEATAMINIMUMTHICKNESS =O Q m a LL LL
<br /> DURINGANDUNTILCOMPLETONOFTHEPROIER.UTIUTIESSHOWNONTHEVL4N5 CONCRETE CURB ANO GUTTER REMOVAL OFI.SINQIESATiHELOCATIONSANDELEVATIONSSHOWNONTHEPlANS.THISWORKSHALL G m�Z S�e"'�'s
<br /> WERE LOCATED IN THE FIEID AND/OR LOCATED FROM ARCHIVAL DATA.THESE TNE COMRAROR SHALL REMOVE THE PAVEMENT,SIDEWALK ANO COMBINATON CONCRETE CURB MEET THE REQUINEMENTS OF SECTION 4060F THE SSRB AND ALL OTHER REFERENCEO ARTIClES 6 W��_��2 J
<br /> LOCATONS ARE CONSIDEREO APPRO%IMATE.THE CONTItAROR SHALL VERIFY AND GU7TERl5 SHOWN IN THE PUWS.THIS WORK SHALL MEETTHE REQUIREMENTS OF SERION AND SECTIONS. - o a,u b s
<br /> THE EXAR LOCATIONS IN THE FIEID.(1.U.LI.E.1-800�892-0123) q40 pf THE SSIlBAND AU OTHER REfE(tENCEO ARTICIES AND SERIONS. LL
<br /> HOT-MIX ASPHALT SURFACE COURSE
<br /> 10. CONTRARORSHAILREPAIRANYDAMAGEDUTILITYLINESCAUSEOBYHIS/HER STORM SEWER REMOVAL THECONTRARORSHALLPUlCEHOT-MI%ASPHAlTSURFACECOURSE,ATAMINIMUM �n�P O
<br /> ACTINTIES.ALIWORKREQUIREDTOPERMANENTLYREPAIRTHEUTILI7YTOTHE THIQCNESSOFI.SINCHESATTHELOCATIONSANDELEVATIONSSHOWNONTHEPUWS.TH15 7 n°D co U
<br /> ENGiNEERY SATISFARION SHALL BE AT THE CONTRAROR'S EXPENSE. THE CONTRACTOR SHAU REMOVE 7HE E7GSTING STORM SEWERS WHERE INDIUTED IN THE VtANS. ,�,o ro o �
<br /> WONKSHALIMEETTHEREQUIREMENT50f5ECT10N4060FTHE55RBAN0ALlOTHER U a
<br /> THIS WORK SNALL MEETTHE REQUIREMENTS OF SECfION 553 0F THE SSRB AN0 ALl OTHER REFERENCEO ARTICIES AND SECT10N5. �"'"��
<br /> 11. CANTRAROR SHAIL FIEID VERIFY THE EXISTING STORM AND SIINITA0.Y FLOWUNES REFENENCED ARTIQES ANO SECTIONS. a 7 r y �
<br /> AT THE PROPOSED CONNECTIONS PRIOR TO PERFOHMING ANY SEWER WONK. �a bj a �
<br /> INLET TYPE A,INLET TYPE B AND MANHOLES REMOVING EXISTING MANHOLE o z �
<br /> 12. CONTRACfOR SHALL POTHOLE All IOCATONS WHERE PROPOSED STORM AND/OR THE CANTRAROR SHALL INSTAU INl£TTYPE 0.�NLET TYPE B AND MANHOLES AS SHOWN IN THE THE COMRAROR SHAIL REMOVE 7HE EXISTING MANHOLES WHERE INDICATED IN THE PlANS. �?Q a�
<br /> SANITARYSEWERAitETOCROSSEXISTINGUiILITIESTOVERIFYTHEREWILLNOTBE PIANS.THISWORKSHALLMEETiHENEQUIREMENT50F5ECTION6020FTHE55RBANDALIOTHER THISWORKSHALLMEETTHENEQUIREMENTSOFSECTION6050FTHESSRBANDALLOTHEft N
<br /> CONFLIR.IF A CONFUR IS FOUND THE CONTRAROR SHALL CONTACT THE REFERENCED ARTIQES AND SECT10N5. REFENENCED ARi1CLE5 AND SECf10N5.
<br /> ENGINEER.
<br /> COMBINATION CONCRETE CURB AND GUTTER a ,��,,
<br /> 13. ALLELEVATIONSAREBASEDONNAVD880ATUM.THEPROPOSEDGRADE THECONTRARORSHALLPIACECOMBINATIONCONCRETECURBANOGUTfER,ASSHOWNINTHE �
<br /> ELEVATIONS SHOWN ON THE PU1N SHEETS ARE THE ELEVATIONS FOR THE fINI5HE0 p�qNS.THIS WORK SNALL MEET THE REQUIREMENTS OF SECTION 6060F iHE SSRB AND ALL OTHEfl (/]�
<br /> SURFACE ATTHE INDICATED LOCATIONS. REFERENCED ARTI0.ESAND SECf10N5. �� 'j�
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<br /> 14. CONTMCTORISRESPONSIBIEFOROBTAININGALLNECESSARYPERMIT5AN0/OR PAINTPAVEMENTMARKING �� �
<br /> APPHOVAlS REQUIREDTO WORK WITHIN THE PUBUC RIGHT•OF-WAY.ALL WORK THE CANiRACTON SHAII PUICE PAINT PAVEMENT MARKING AS SHOWN ON THE PLANS.THIS WORK
<br /> CONDUCTED IN THE PUBUC RIGHT-0E-WAV SHALL BE CONDUCTED BY A SHAU MEETTHE REQUIREMENTS OF SECfION 7800F 7HE SSRB AND ALL OTHER REFERENCED ���
<br /> CONTRAROR LICENSEO AND BONDED BY THE GiV OF DECANR. ARiICLES AND SECilONS.
<br /> 15. CONTRARORSHALLPROVIDEEROSIONCONTROLMEASURESTOMEETALL UW U
<br /> HEGUTATOAY REQUIREMENTS ANO SWPPP WITHIN THIS PIAN SET.THIS SHAII SANITARY AND WATER LINE REMOVAL
<br /> INCLUDE 8UT NOT LIMITED TO INLET PROTECTION,CONCRETE WASHOUT AND THE CONTHACTOR SHAU REMOVE THE E%ISTING SANITARY AND WATER LINE PIPE AND STRURURES
<br /> CONTNOILING TRAIXOUT ON THE SURROUNDING STqEETS. WHERE INDICA7EOON THE PlANS.THIS WORK SHALL BE IN ACCORDANCE WITH THE STANDA(iD �
<br /> SPEpFICATIONS FOR WATER AND SEWER MAIN CONSTRUCiION IN ILLINOIS SEVENTH EDIiION OR -
<br /> 16. AN ENVIRONMENTALSUNVEY WAS NOT PERFORMED AS PART OF THIS DESIGN. IATEST EDITION.
<br /> 17. ALLENTRANCES/DRIVEWAYSAREATA900EGREEANGLETOTHEADIACENT
<br /> ROADWAY UNLESS OTHERWISE NOTEO. ,.w"'""'"""'�..,
<br /> WATER MAIN ,':��,�._!�t!,y"'•
<br /> ' 18. All TRENQiES WITHIN 2 FEET OF A PAVED SURFACE SHALL BE GRANULAR THE WATER MAIN SHALL BE OUCTILE IRON OR AW WA C900 FOR PRESSURE QASS 150,DR 18 PVC IN :y1P�' ';�:;
<br /> BACKFILLED,UNLESS IN A RIGHTOF WAY WHEN FLOWABIE FILL$HALI BE USED. ACCONDANCE WITH THE STANDARD SPEpFICATIONS FOR WATER MAIN AND SEWER CONSTRUCfION = MARY E.
<br /> CAVE
<br /> 19. WHENE SERION STONES OR PROPERTY MARKERS ARE ENCOUNTERED,THE IN IltIN015 SEVEN7H EDITION OR IATEST VENSION. �p62A60331�
<br /> ENGINEER SHAU BE NOTIFIED BEFORE SUCH STONES OR MARKERS ARE HEMOVED TME PIPE BEDDING MATERIAL fOR FLEXIBLE VIPE SHALL BE PtACED A MINIMUM OF 4'BELOW THE �G.�r
<br /> _, THE CONTRACTOR SHALL 7ROTER AND PRESERVE AU PROPERTY MARKERS AIONG OIPE ANO MINIMUM OF 12'ABOVE THE PIPE AND SHALL BE CUS511 MEETING ASTM 02321 AS '�����``,,`
<br /> THE OUTER BOUNOARV UNTIL AN AUTHORIZEO SURVEYOR HAS WITNESSEO OR OESCPIBED IN SECTION 20-4.05 AND 20-4.06 OF THE STANDAitO SPECIFICATIONS FOR WATER MAIN „r,�"""„
<br /> NEfERENCED THEIR LOCAiION.
<br /> ANO SEWER CONSTRUCTION IN ILlIN015 SEVENTH EDITION 00.UITEST VERSION. EXP.il 30 1�
<br /> 20. TRAFFICCONTROLWILLBETHENESPONSIBIUNOFTHECONTRARORAND/OR
<br /> SUBCONTRACiORS AND SHALL BE IN ACCORDANCE WITH 100T STANDAROS. O�ANFECTING ANO WATER MAIN TES7)NG SHAU BE PERFORMEO IN ACCORDANCE WITH THE ~
<br /> $TANDARD S�ECIFICAilONS FOR WATER MAIN AND SEWER CONSTRUCTION IN ILLINOI$SEVENTH w C7
<br /> EDITION OR UITEST VERSION.THIS WORK SHALL INCLUOE PRESSURE TESTING. �� �Z
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<br /> �-O O�-
<br /> THE SEPARATION Of WATER MAINS FROM$EWEft MAINS SHALI BE IN ACCOROANCE WITH SECTIONS �F- W W�
<br /> 41�2.O1A AND SECfION 41-2.018 OF THE STANOARO SPECIFICATIONS FON WATER MAIN AND SEWER Z Q �1�
<br /> CONSTRUC'fION IN ILLINOIS SEVENTH EDITION OR IATEST VER510N. "'�V W�~
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