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<br /> GENERAL NOTES SPECIFICATIONS
<br /> i rHEEN�iNEEasHnurvor�unanNrEErHEwoaKOFnNvcoNrRacroa, sr+nu EXCAVATIONANDEMBANKMENT SANITARYSEWER
<br /> HAVENOAUTHORITVTOSTOPWORK,SHALLHAVENOSUPERVISIONORCONTROL THECONTRACTORSHALLGRADETHESITEASSHOWNINTHEPLANS.iHISWORKSHALLMEETTHE iHESANITARYSEWERSHALLBEPOLWINVLCHLORIDEWITHASTANDARDDIMEN510NRATI00F
<br /> AS TO THE WORK OR PERSONS DOING THE WORK,SHALL NOT BE RESPONSIBLE FOR REQUIREMENTS OF SECTION 202 AND SECiION 205 OF THE SSRB AND ALL OTHER REFERENCED 26.THE 101NTS SHALL BE FLEXIBLE SEALS.'�HE PV�SEWER FIPE AND IOINTS SHAIL BE IN
<br /> SAFETY IN,ON,OR ABOUT THE JOB SITE OR HAVE ANY CONTROL OF THE SAFETY OR pRTICLES AND SECTIONS.BAIXFlLLING AROUND PROPOSED IMPROVEMENTS SHALL BE CONSIDERED ACCORDANCE WITH SECTION 30-4.04 OF THE STANDARD SPKIFICATIONS FOR WAiER MAIN
<br /> ADEQUACY OF ANY EQUIPMENT,BUILDING COMPONENT,SCAFFOLDING,SUPPORTS, INCIDENTAL TO THE COS?OF SAID IMPROVEMENT. AND SEWER CONSTRUCTION IN ILLINOIS SEVENTH EDITION OR LATEST VERSION.
<br /> fORMS OR OTHER WORK AI�S,AND SHALL HAVE NO DUTIES OR RESPONSIBILITIES
<br /> IMGOSED BV ACTS GOVERNING THE WORKPLACE. TRENCH BACKFI LL THE PIPE BEDDING MATERIAL SHALL BE PLACED A MINIMUM OF 4"BELOW THE PIPE AND
<br /> THE CON i ftACTOft SHALL PIP.CE i RENCH BACKFILL AS SHOWN IN THE PLANS.THIS WORK SHALL MINIMUM OF 12"ABOVE THE PIPE AND SHALL BE CLASS II MEETING A57M D2321 AS DESCRIBED
<br /> - 2. iHE ABBREVIATION SSRB SHALI REFER W THE ILLINOIS STANDARD SPECIFlCATIONS MEET THE REQUIREMENTS Of SEQION 208 OF THE SSRB AND ALL OTHER AEFERENCED AR7IQES IN SEQION 20-4.05 AND 20-4A6 OF 7HE STANDARD SPECIFlCATIONS FOR WATER MAIN AND
<br /> fOR ROAD AND BRIDGE CONSTRUCTION ADOPTED APRIL 1,7016.COPIES AVAILABLE AND SECTIONS. SEWER CONSTRUCTION IN ILLINOIS SEVENTH EDITION OR LATEST VERSION.
<br /> ONLME AT ht[p://www.ldoCdhnols.gov/Assets/uploads/fJes/Doing-Busmess/
<br /> Manuals-Gu�idez-&-Handbooks/H�ighways/Construction/ SEEDI NG CLASS 1 AN D M U LCH METHOD 2 'HE SEPARATION OF WATER MAINS FROM SEWER MAINS SHALL BE IN ACCORDANCE WITH
<br /> Standard�Specifications/125pecBook.pdf THE CON'RACTOR SHAL�SEED AND MULCH ALL DISTURBED AREAS.WORK SHALL MEE7THE
<br /> SECTIONS 41�2.O1A AND SECTION 41-2.O1B OF THE STANDARD SPECIFICATIONS FOR WATER
<br /> 3. i HE ABBREVIA710N SSWSC SHALL REFER TO THE STANDARD SPECIFICATIONS FOR REQUIREMENTS OF SECTION 2i0 AND SECTION 251 OF THE SSRB AND ALL OTHER REFERENCED MAIN AND SEWER CONSTRUCTION IN ILLIN015 SEVENTH EDITION OR LATEST VERSION.
<br /> WATER AND SEWER CONSTRUCTION IN ILLINOIS,7TH EDITION OR LA7EST EDITION. ARTKLFS AND SECTIONS.
<br /> THE SANITARv SE WER SHAI�BE PLACED IN ACCORDANCE WITH SECTION 31 OF THE STANDARD
<br /> 4. SSRB AND SSWSC ARTIQES DEALING WITH METHOD OF MEASUREMENT AND BA515 TEMPORARY EROSION CONTROL SEEDING SGECIFlCATIONS FOR WATER MAIN AND SEWER CONSTRUCTION IN ILLINOIS SEVENTH EDITION
<br /> OF PAYMENT PORTIONS OF REFERENCED STANDARD SP[CIFICATIONS SHALL NOT THE CONTRACTOR SHALL APPLY TEMPORARY EROSION CONTROL SEEDING AS INDICATED IN THE OR LATEST VERSION AND THE CITV OF DECATUR,ILLIN015 CONSTRUCTION STANDARDS.
<br /> APP�� PLANS.THIS WORK SHALI MEET THE REQUIREMEN'S OF SECTION 280 OF THE SSftB AND ALL OTHER
<br /> REFERENCED ARTIQES AND SECTIONS THE SANITARV SEWER IEAKAGE TESTING SHALL BE THE AIA TESTING METHOD AS DESCRIBED IN
<br /> �. WORKSHALLCONfORMTOTHECITVOFDECATURAND/ORIDOTCONSTftUCiION AGGREGATEBASECOURSE,TYPEA THESSWSC.
<br /> STANDARDS,THE ILLIN015 ACCESSIBILI7V CODE,PROWAG AND STANDARD
<br /> SPECIFlCATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILUNOIS. 'HE CON"RACTOR SHALL PLACE AGGREGATE BASE COURSE,TYPE A AT A MINIMUM 7HICKNE55 AS THE SANITARV SEWER DEFLECTION TESTING SHALL BE IN ACCORDANCE WITH SECTION 31-1.13
<br /> SHOWN IN-HE PLANS.THE WORK SHALL MEEiTHE REQUIREMENTS OF SECTION 351 OF THE SSRB OF THE STANDARD SPECIFICATIONS FOR WATER MAIN AND SEWER CONSTRUCiION IN ILLINOIS
<br /> 6. NOTHING CONTAINED HEREIN SHALL RELIEVE ANY CONTRACTOR OF HIS/HER DUiV AND ALL O-HER REFERENCED AftTICLES AND SECTIONS. SEVENTH EDITION OR LATEST VERSION,WHICH SHALL INCLUDE THE USE OF A MANDREL.
<br /> rooeseavenrvocoMa�vwiTHnuaaaucne�e�nws,Nonst+n��rHeerv�weea pORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT w
<br /> BE RESPONS18LE FOR THE CONTRACTOR'S COMPLIANCE OR NONCOMPUANCE WITH THE SANITARv SEWER SHALL ALSO BE VIDEO TAPED.TWO COPIES OF THE VIDEO ON DVD OR CD �
<br /> SUCH LAWS. THE CONTRACTOR SHALL PLACE PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT AS SHOWN qLONG WITH THE REPORT MUST BE PROVIDED TO THE ENGINEER PRIOR TO APPROVAL Q
<br /> IN-HE PLANS.THIS WORK SHALL MEET THE REQUIREM[NTS OF SECTION 423 OF THE SSRB AN�ALL
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<br /> 7. 'HE TERMS"PL4CE","CONSTRUCT"AND"INSTALL"SHAL�BE INTERPRE?ED TO OTHEft REFERENCED ARTICLES AND SECTIONS. SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS BV EITHER OF THE FOLLOWING �
<br /> MEAN,"FURNISH ALL EQUIPMENT,MATERIAL AND LABOR TO COMPLETE THIS PORTLAN D CEM ENT CONCRETE SI DE WALK METHODS,ASTM C 969 OR ASTM C 1244.
<br /> WORK". �o
<br /> THECON�RACTORSHALLPIACEFORTL4NDCEMEMCONCRETESIDEWALKASSHOWNINTHEPLANS. HOTMIXASPHALTBINDERCOURSE
<br /> g. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONTRACTORS DU7V TO OBSERVE THE 9DEWALK CROSS SLOPE SHALL NOT ExCEED 2%,LONGITUDINAL SLOPE SHALL NO7 EXCEED 5%. THE CONT(tACTOR SHALL PLACE HOLMIX ASPHALT BINDER COURSE AT A MINIMUM THICKNESS �c p Q a
<br /> AND COMPLY WITH CLIENT CONTRA�REQUIREMENTS,LOCAL AND STATE AND SIDEWALK RAMPS SHALL NOT EXCEED 5.33%.THIS WORK SHALL MEET THE REQUIREMENTS OF z
<br /> SECTION 424 OF THE SSRB AND ALL OTHER REFERENCED ARTICLES AND SECTIONS,ILlIN015 OF 1.S INCHES ATTHE LOCA?IONS AND ELEVATIONS SHOWN ON THE PLANS THIS WORK SHALL �Q-��z�-
<br /> REGUTATIONS,OR FOR THE CON?RACTOR'S FAILURE TO DO 50. MEET THE REQUIREMENTS OF SECTION 40F OF THE SSRB AND ALL OTHER REFERENCED ARTICLES
<br /> ACCESSI&�ITY CODE AND/OR PROWAG.
<br /> AND SECTIONS. p
<br /> 9. CONTRACTOR SHALL BE RESPONSIB�E FOR LOGATING AND PROTEQING UTILITIES z y,,., m o o z
<br /> ouaiN�allouNmconna�eriorvoFrHePao�ecTunuTiessHawNONrHePUNs PAVEMENTREMOVALSIDEWALKREMOVALANDCOMBINATION HOT-MIXASPHALTSURFACECOURSE ��mo��a
<br /> WERELOCATEDINTHEFIELDAND/ORLOUTED�ROMAftCHIVAIDATA.THESE CONCRETE CURBAND GUTTER REMOVAL THECONTRACTORSHALLPLACEHOT-MIXASPHALTSURFACECOURSE,ATAMINIMUM ".m�z�'"'�'o
<br /> THECON-RACTORSHALIREMOVETHEPAVEMENT,SIDEWALKANDCOM8INATIONCONCRETEGURB "o� 3 Y���
<br /> LOCATIONS ARE CONSIDEREO APPROXIMATE THE CONTRAQOR SHALL vERIFY THICKNE55 OF 15 WCHES AT?HE LOCATIO4S AND ELEVATIONS SHOWN ON 7HE PLANS.THIS o,,,a Q i�a�
<br /> ANDGU"ERASSHOWNINTHEPLANS.�HISWORKSHALLMEETTHEREqUIREMENT50FSKTION yyORKSHALLMEETTHEREQUIREMENT50FSECTION4060FTHE5SRBANDALLO7HEft -�ou
<br /> iHE EXAQ LOCATIONS IN THE FlELD.(1.U.LLE 1-800-89L0123) a40 Of?NE SSRB AND ALL OTHER REFERENCED ARTICLES AND SECTIONS.
<br /> REFERENCED ARTICLES AND SECTIONS.
<br /> 10. CONTRACTOR SHALL REPAIR ANV DAMAGED UTILITY LINES CAUSED BY HIS/HER C1
<br /> nrnwries nuwoaKaenuiaeoToveannnNeNr�vaePniarHeunurvrorHe INLETTYPE A,INLETTYPE BAND MANHOLES BITUMINOUS MATERIALS(PRIME COAT) � N �� �
<br /> ENGINEER'S SAT6FAC710N SHALL BE AT THE CONTRAQOft'S E%PENSE. 'HE CONTRACTOR SHALL INSTALL W LET TYPE A,INLET TVPE B AND MANHOLES AS SHOWN IN THE THE CONTRACTOR SHALL PLACE BITUMINC'�!5 MA7ERIALS(PRIME COAT)AT AN APPUCATION ��� o O
<br /> PLANS.7HI5 WORK SHALL MEET THE REQUIREMENTS OF SECTION 602 OF THE SSRB AND ALL OTHER NATE OF 0.40 GAUSV PRIOA TO PL4CING THE BINDER COURSE AND AN APPLICATION RATE OF �,a p N j
<br /> 11. CONTRAQORSHALLFlELDVERIFY7HEExISTINGS70RMANDSANITARYFLOWLINES REPEREN[EDARTIQESANDSECTIONS. ODSGAUSVPRIORTOPLACINGTHESURFACECOURSETHEBITUMINOUSMATERIALS�PRIME y x^v j
<br /> AT THE PROPOSED CONNERIONS PRIOR i0 GERFORMING ANV SEWER WORK. COAT)SHALL MEET THE REQUIREMENTS OF ARTIQE 406.05 OF THE SSRB AND AlL OTHER �'y'� ^� � �
<br /> COMBINATION CONCRETE CURB AND GUTTER aeFeaeNceoaanaesnNosecTioNs o�z " �
<br /> 12. CONTRACTOR SHALL POTHOLE ALL LOCATIONS WHERE PROPOSED STORM AND/OR V�,_;O�
<br /> THECON'RACTORSHALLPLACECOMBINATIONCONCRETENRBANDGUTTER,ASSHOWNINTHE REMOVING EXISTING MANHOLE z���"
<br /> SANITARV SEWER ARE TO CROSS EXISTING UTILITIES TO VERIFY TFiERE WILL NOT 8E PLANS.THIS WORK SHALI MEET THE REQUIREMENTS OF SECTION 606 OF THE SSftB AND ALL OTHER v, a
<br /> CONFLICT.IF A CONFLICr IS FOUND iHE CONTRACTOR SHALL CONTACT THE THE CONTRACTOR SHALL REMOVE THE E%ISTING MANHOLES WHERE INDICATED IN THE PLANS.
<br /> REFERENCED ARTICIES AND SECTIONS. THIS WORK SHALL MEET THE REQUIREMENTS OF SECTION 605 OF THE SSRB AND ALL OTHER
<br /> ENGWEER.
<br /> PAINT PAVEM ENT MARKING aeFeaerveeo nRnaes nNo secrioNs
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<br /> 13. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.TNE PROPOSED GRADE THE CON`RACTOft SHALL PIACE PAINT PAVEMENT MARKING AS SHOWN ON THE PLANS.THIS WORK �a �7!
<br /> ELEVATIONS SHOWN ON THE PIAN SHEETS ARE THE EIEVATIONS FOR THE FINISHED SHALL ME�T THE REQUIREMENTS OF SECTION 780 OF 7HE SSRB AND ALL OTHER ftEFERENCED zI
<br /> SURFACEA?iHEINDICATEDLOCATIONS. P.RTIQESANDSECTIONS. � C9',
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<br /> 14. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARV PERMITS AND/OR � W���
<br /> nPvaovn�saeauiaeorowoaKwirHirvTHeaueucRi�Hr_oFwnv nuwoaK SANITARYAND WATER IINE REMOVAL �¢ �'
<br /> CONDUCiED IN THE PUBLIC RIGHT-0E-WAv SHALL BE CONDUCTED BY A THE CONTRACTOR SHALL REMOVE?FIE EXISTING SANITARY AND WATER LINE PIPE AND STRUCiURES �O �.,,
<br /> CONTRACTOR LICENSED AND BONDED BY THE CITY OF DECATUR. WHERE INDICATED ON THE PLQNS.THIS WORK 541qLL BE IN ACCORDANCE WITH THE STANDARD
<br /> SPECIFICAi10NS FOR WAiEA AND SEWER MAIN CONSTRUCTION IN ILLINOIS SEVENTH EDITION OR (n ^���
<br /> 15. CONTRAQOR SHALL PROVIDE EROSION CONTROL MEASURES TO MEET ALL LF,TEST ED'TION. x� z�'I
<br /> REGULATORY REQUIREMENTS AND SWPPP WITHIN THIS PLAN SET.7HI5 SHALL
<br /> INCWDEBUTNOTLIMITEDTOWLETPROTEQION,CONCRETEWASHOUTAND � oI
<br /> CONTROLLING TRACKOUT ON THE SURROUNDING STREETS.
<br />. 16. ANENVIRONMENTALSURVEVWASNOTPERFORMEDASPARTOFTHISDESIGN �
<br /> ;7. ALLENTRANCES/DRIVEWAYSAREATA90DEGREEAN6LETOTHEADJACENT
<br /> ROADWAY UNLESS OTHERWISE NOTED.
<br /> 18. ALLTRENCHESWITHIN2FEETOFAPAVEDSURFACESHALLBEGRANULAR �04�.�1"��!N��
<br /> a r:• �.Oi��''s
<br /> BAIXFlILED,UNLE551N A RIGHT OF WAV WHEN FLOWABLE FlLL SHALL BE USED. ''��!MARV E �'N£
<br /> CAVE
<br /> 19. WHERE SKTION STONES OR PROPERiY MARKERS ARE ENCOUNTERED,THE �062-0G0331!
<br /> ENGINEER SHALL BE NOTIFIED BEFORE SUCH STONES OA MARKERS ARE REMOVED
<br /> THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL PROPERTY MARKERS ALONG .�`
<br /> _ THE OUTER BOUNDARY UNTIL AN AU�HORRED SURVEYOR HAS WITNESSED OR '��,�,�„„�;��
<br /> REFERENCED THEIR LOCATION.
<br /> EXP.11/30/17
<br /> 20. �'RAFFIC CONTROL WILL BE THE RESPON51&LITYOF 7HE CONTRACTOR AND/OR
<br /> SUBCONTRACrOASANOSHALLBEIN ACCORDANCE WITHIDOTSTANDARDS. ~
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