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GENERAL NOTES1.EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAYAND HORIZONTAL CONTROL SHOWN ON THE DRAWINGSWERE OBTAINED FROM A SURVEY PREPARED BY:V3 COMPANIES, LTD.7325 JANES AVENUEWOODRIDGE, IL 60517COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCETHE SURVEY WAS PREPARED. CONTRACTORS TO VISITSITE TO FAMILIARIZE THEMSELVES WITH THE CURRENTCONDITIONS.2.ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ONTHESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONSAND ELEVATIONS MUST BE CONSIDERED APPROXIMATEONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCEOF WHICH ARE NOT PRESENTLY KNOWN.3.CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURESAND FACILITIES AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO ORDERING MATERIAL ANDSTARTING WORK.4.ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5.THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARYPUBLIC AGENCY PERMITS PRIOR TO STARTING WORK.THE CONTRACTOR, BY USING THESE PLANS FOR THEIRWORK, AGREE TO HOLD HARMLESS V3 COMPANIES LTD.,THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS ANDTHE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIRDUTIES FROM AND AGAINST ANY AND ALL LIABILITY,CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISINGOUT OF CONTRACTOR(S) PERFORMANCE OF THE WORKDESCRIBED HEREIN, BUT NOT INCLUDING THE SOLENEGLIGENCE OF THE OWNER, HIS AGENTS, THEENGINEER, HIS EMPLOYEES AND AGENTS.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTIONALONG OR ACROSS EXISTING STREETS OR HIGHWAYS.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THEPROPER BRACING, SHORING AND OTHER REQUIREDPROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTIONBEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDAMAGE TO THE STREETS OR ROADWAYS ANDASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS ASNECESSARY TO THE SATISFACTION OF THE OWNER OFTHE ROADWAY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASESOF CONSTRUCTION. BARRICADES AND WARNING SIGNSSHALL BE PROVIDED IN ACCORDANCE WITH THE INDOTSTANDARD SPECIFICATIONS. ALL TRAFFIC CONTROLWORK SHALL BE DONE IN ACCORDANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."8.EXCEPT WHERE MODIFIED BY THE CONTRACTDOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE INACCORDANCE WITH THE FOLLOWING SPECIFICATIONSWHICH ARE HEREBY MADE A PART HEREOF:a."STANDARD SPECIFICATIONS." AS PREPARED BY THEINDIANA DEPARTMENT OF TRANSPORTATION (INDOT),LATEST EDITION.b."RECOMMENDED STANDARDS FOR WATER WORKS"(10 STATE STANDARDS), LATEST EDITION.c."RECOMMENDED STANDARDS FOR WASTEWATERFACILITIES" (10 STATE STANDARDS), LATEST EDITION.d.THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDTHE CITY OF SOUTH BEND, INDIANA CONSTRUCTIONSTANDARDS AND SPECIFICATIONS.e.THE NATIONAL ELECTRIC CODE.f.THE AMERICANS WITH DISABILITIES ACT (ADA), LATESTEDITION.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITHREGARD TO SITE WORK ISSUES DESIGNED BY THEENGINEER, THE MORE STRINGENT REQUIREMENT SHALLGOVERN.9.THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TOCOMMENCING ANY WORK AND FOR ANY NEWCONSTRUCTION REQUIRING INSPECTION.10.ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER INDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLYDEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALLTREES IDENTIFIED TO REMAIN SHALL BE PROTECTEDFROM DAMAGE INCLUDING TRUNKS, BRANCHES ANDROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BEDONE INSIDE THE DRIP LINE OF TREES UNLESSOTHERWISE INDICATED.11.CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENTACCUMULATION OF MUD OR SOIL ON PUBLICTHOROUGHFARES. AT THE END OF EACH DAY AND ASOFTEN AS OTHERWISE NECESSARY THE CONTRACTORSHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEENTRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED INTHE STORM WATER POLLUTION PREVENTION PLAN.12.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANSWHERE HIS/HER OPERATIONS ABUT PUBLICTHOROUGHFARES AND ADJACENT PROPERTY INACCORDANCE WITH THE CITY OF SOUTH BEND MUNICIPALCODE AND INDOT REQUIREMENTS.13.NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M.ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND.14.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSEDREMOVAL BEFORE COMMENCEMENT OF PAVEMENTREMOVAL.15.REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER,ETC. SHALL BE LEGALLY DISPOSED OF BY THECONTRACTOR AS PART OF THE BASE CONTRACT.16.NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17.FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT "INDIANA 811" AT 1-800-382-5544. LOCALGOVERNMENT AGENCIES SHOULD BE CONTACTED BY THECONTRACTOR FOR LOCATION OF ALL NONREGULATEDUTILITY LOCATIONS. CALL FOR LOCATES AT LEAST 48HOURS IN ADVANCE OF CONSTRUCTION.18.BEFORE EXCAVATING OVER OR ADJACENT TO ANYEXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THEOWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVEWORK WILL BE COORDINATED AND PERFORMED BY THECONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTSOF THE OWNER OF THE UTILITY INVOLVED. IF ANYEXISTING SERVICE LINES, UTILITIES AND UTILITYSTRUCTURES WHICH ARE TO REMAIN IN SERVICE AREUNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19.THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATESTREVISION DATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSIONAND SEDIMENTATION CONTROL AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.21.ALL CURB RADII REFER TO BACK OF CURB.22.ANY AREAS THAT ARE DISTURBED DURINGCONSTRUCTION SHALL BE RESTORED IN CONFORMANCEWITH THE REQUIREMENTS OF THE AUTHORITY HAVINGJURISDICTION AND SHALL BE INCIDENTAL TO THECONTRACT.23.STREET PAVING AND CURBS TO REMAIN SHALL BEPROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BEREPLACED PROMPTLY IN CONFORMANCE WITH THE CITYOF SOUTH BEND OR INDOT STANDARD SPECIFICATIONS INMATERIALS AND WORKMANSHIP.24.PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS.FOR ROUGH GRADING ELEVATIONS ALLOW FORTHICKNESS OF PROPOSED PAVING (ROADS, WALKS,DRIVES, ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS.25.CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUTUPON REQUEST.26.BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOONAS PERMISSIBLE AFTER CONSTRUCTION TO PREVENTSCOURING AND UNDERCUTTING BY STORM WATERRUNOFF.27.BUTT JOINTS SHALL BE PROVIDED WHEREVER NEWPAVEMENT ABUTS EXISTING PAVEMENT. ALL BUTT JOINTSSHALL BE CONSTRUCTED BY MILLING AND SHALL BECONSIDERED INCIDENTAL TO THE COST OF THEBITUMINOUS SURFACE COURSE.28.WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE ENDOF THE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29.PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGHAND LOW POINTS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTINGGRADES. AVOID RIDGES AND DEPRESSIONS.30.FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTSAND MANHOLES TO FINISHED GRADE ARE INCIDENTAL TOTHEIR COST.31.ANY EXISTING UTILITY STRUCTURES REQUIRINGADJUSTMENT ARE TO BE ADJUSTED OR RECONSTRUCTEDBY THE CONTRACTOR TO THE UTILITY OWNER'SSATISFACTION. ADJUSTMENTS OR RECONSTRUCTIONSNOT CALLED FOR ON THE PLANS SHALL BE CONSIDEREDINCIDENTAL TO THE CONTRACT.32.ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONSAND TO THE SATISFACTION OF THE UTILITY OWNER.33.PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BEPLACED AND COMPACTED PER THE CITY OF SOUTH BENDAND INDOT SPECIFICATIONS. COST OF BACKFILL IS TO BECONSIDERED INCIDENTAL TO THE UTILITY WORK.34.ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIREDAT THE CONTRACTOR'S EXPENSE.35.PRIOR TO DEMOBILIZATION, ALL WORK SHALL BECLEANED AND INSPECTED TO THE SATISFACTION OF THEAUTHORITY HAVING JURISDICTION. THE COST OF THISWORK SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.36.THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE,ELECTRIC, GAS AND IRRIGATION SERVICES. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR SECURINGSITE LAYOUTS FOR THESE UTILITIES AND SHALLCOORDINATE AND PROVIDE CONDUIT CROSSINGS ASREQUIRED. THIS COORDINATION SHALL BE CONSIDEREDINCIDENTAL TO THE CONTRACT. ANY CONFLICTS INUTILITIES SHALL BE CORRECTED BY THE GENERALCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.37.BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BEUSED TO JOIN PIPES OF DISSIMILAR MATERIAL.38.CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OFALL CONSTRUCTION IN CONFORMANCE WITH ALLMUNICIPAL AND CLIENT REQUIREMENTS FOR USE INPREPARING RECORD DRAWINGS.39.THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS ANDSERVICE LINES. POSTS SHALL BE MARKED INACCORDANCE WITH THE VILLAGE STANDARDS.40.THE CONTRACTOR SHALL BE RESPONSIBLE FORDEWATERING ANY EXCAVATION. ANY DEWATERINGREQUIRED SHALL BE INCIDENTAL TO THE CONTRACT.41.COPIES OF SOILS INVESTIGATION REPORTS MAY BEOBTAINED FROM THE OWNER. ANY BRACING, SHEETINGOR SPECIAL CONSTRUCTION METHODS REQUIRED INORDER TO INSTALL THE PROPOSED IMPROVEMENTSSHALL BE CONSIDERED INCIDENTAL TO THE COST OF THEPROJECT. ANY ADDITIONAL SOILS DATA NEEDED TOCONFIRM THE CONTRACTOR'S OPINIONS OF THE SUBSOILCONDITIONS SHALL BE DONE AT THE CONTRACTOR'SEXPENSE. THE CONTRACTOR SHALL OBTAIN THEOWNER'S WRITTEN AUTHORIZATION TO ACCESS THE SITETO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION.42.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO APROPOSED DRAINAGE WAY AS DETERMINED BY THEENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN ITSHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE ANDMATERIAL TO THE ORIGINAL LINE AND PUT INACCEPTABLE OPERATIONAL CONDITION. A RECORD OFTHE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAINPIPE ENCOUNTERED SHALL BE KEPT BY THESUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILEREPAIRS SHALL BE CONSIDERED AS INCIDENTAL TO THECONTRACT AND NO ADDITIONAL COMPENSATION WILL BEPROVIDED.43.THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FORTHE CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE,PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BYTHE CONTRACTOR. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR EXECUTION OF HIS/HER WORK INACCORDANCE WITH THE CONTRACT DOCUMENTS ANDSPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB FIRE HYDRANTDESCRIPTIONSANITARY SEWERSTORM SEWERGATE VALVE IN VALVE VAULTVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)UTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEREVERSE PITCHED CURBCURB & GUTTERDEPRESSED CURB & GUTTERBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWMDUCTILE IRON WATER MAINDIAMETERF/GFINISHED GRADEF-FFACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPLLEFTMHMANHOLENWLNORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/PTOP OF PIPETYPTYPICALVERTICALWATER MAINWMELEVATIONEJEXPANSION JOINTPPPOWER POLEPORTLAND CEMENT CONCRETEVCVERTICAL CURVEENNORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOLOPEN LIDF & GFRAME & GRATETYTYPECLCLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/PEDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDWHEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCPREINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELFLINEAL FEETSFSILTATION FENCELOW POINT OR LIGHT POLEBV/VVBUTTERFLY VALVE IN VALVE VAULTBLDGBUILDINGINCLDIPDUCTILE IRON PIPEEX.PGLPROFILE GRADE LINEPVTPOINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCPHANDICAPON CENTERUPUTILITY POLEMWMONITORING WELLT/WTOP OF WALLMATCH EXISTINGF & OLF & CLFRAME & CLOSED LIDFRAME & OPEN LIDCOCLEAN OUTB/PBOTTOM OF PIPEAARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12VCPVITRIFIED CLAY PIPEPROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONSDRAWING NO.C0.1N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C0.0 Tsht211159.dwg9/1/2022PROJECT NO.:
<br />PROJECT MANAGER:
<br />DRAWN BY:
<br />DESIGNED BY:
<br />211159
<br />MG
<br />RICITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA
<br />GENERAL NOTES, LEGEND, AND
<br />ABBREVIATIONS
<br />CAMPUS VIEW - NOTRE DAME
<br />CITY PROJECT NO. DP21-061
<br />DESCRIPTIONDATENO.
<br />R E V I S I O N S
<br />1 08/05/22
<br />2 08/23/22
<br />3 08/31/22
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<br />
<br />
<br />REVISED PER CITY COMMENTS
<br />REV. TTL SHT & ESMNT MAP (INSTR 2022-23815)
<br />
<br />
<br />
<br />ORIGINAL ISSUE DATE:JUNE 6, 2022
<br />DESCRIPTIONDATENO.
<br />
<br />
<br />
<br />
<br />
<br />
<br />BMc
<br />460 Stull Street
<br />Suite 300, PMB #20
<br />South Bend, IN 46601
<br />574.360.7674 phone
<br />www.v3co.com SOIL BORINGTELEPHONE MANHOLEPOST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDSTORMWATER FLOW DIRECTIONSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEREVISION DELINEATIONSTORMWATER OVERFLOW ROUTETREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADMONITORING WELLCONSTRUCTION LIMIT LINERETAINING WALLTREE PROTECTION FENCEDITCH CHECKUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDSFCLLC01WATER METER VAULTCURB STOP VALVEWWREV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50
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