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Sewer & Water Extension Agreement & Title Sheet - Utility Extension for Campus View - UND Property Owner, LLC
ELIZABETH A. MARADIK JOSEPH R. MOLNAR GARY A. GILOT JORDAN V. GATHERS MURRAY L. MILLER 1316 COUNTY-CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 PHONE 574/ 235-9251 FAX 574/ 235-9171 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS September 13, 2022 Mr. Andrew Dean and Mr. Brian McMorrow UND Property Owner, LLC adean@tollbrothers.com; bmcmorrow@v3co.com RE: Sewer and Water Extension Agreement Dear Mr. Dean and Mr. McMorrow: At its September 13, 2022 meeting, the Board of Public Works approved the above referenced agreement for the utility extension for Campus View. Enclosed please find the original of the agreement for your signature. Please sign and return the original agreement to lhensley@southbendin.gov. Please retain a copy for your records. If you have any further questions, please call this office at (574) 235-9251. Sincerely, /s/ Theresa Heffner Theresa Heffner, Clerk Enclosures TH/lh SEWER AND WATER EXTENSION AGREEMENT This Sewer and Water Extension Agreement (“Agreement”) is made on the 13th. day of September, 2022 by and between the UND Property Owner, LLC (“Owner”) and the City of South Bend, a municipal corporation existing under the laws of Indiana, acting by and through its Board of Public Works (“City”) in accordance with 170 I.A.C. 6-1.5-40. WHEREAS, Owner intends to develop 11.04 acres of real estate located at 1710, 1662 and 1543 Turtle Creek Drive; and WHEREAS, Owner plans to disconnect sewer and water service to the 193 existing dwelling units and extend and make additions to existing water and sanitary sewer systems to serve up to 335 new dwelling units in said development as shown on the Exhibit A, attached and incorporated hereto (the "Dedicated Improvements"), and desires certain commitments from City; and WHEREAS, the engineering design for said Dedicated Improvements has been, or will be, accomplished by competent professional engineers registered and licensed in the State of Indiana; and NOW, THEREFORE, in consideration of the obligations, terms and conditions contained herein, the adequacy of which the parties expressly acknowledge, Owner and the City agree as follows: 1.Recitals The parties hereto acknowledge and agree that the foregoing recitals are incorporated herein as a part of this Agreement. 2. Design The Owner shall consult the City and allow the City Engineer or her designee input prior to designating the project engineer who shall be responsible for the engineering design and inspection in connection with the installation of the Dedicated Improvements (the "Project Engineer"). The Owner shall inspect the site during construction to ensure the Project Engineer’s conformance to zoning requirements, adequacy of design, and conformance to the City's specifications and standards regarding location, size and depth of line, and quality of construction of the Dedicated Improvements. The Owner shall provide the plans with a City of South Bend cover sheet and specifications for the Dedicated Improvements along with a cost estimate to the City. The Owner shall also provide to the City a statement from the Project Engineer certifying that the materials and workmanship including pipes, bedding, manholes, and other related materials and work meet the City’s specifications and standards. Upon request of the City, the certification shall be substantiated by material affidavits from suppliers and by applicable test results for inflow/infiltration, exfiltration, deflection, pressure, leaks, bacteria, compaction and other tests required by the City. All construction, engineering, and inspection costs in connection with the Dedicated Improvements shall be borne by the Owner. 3. Construction Inspection The Owner has provided the City with Exhibit A, which depicts drawings of the Dedicated Improvements, which the City acknowledges conforms to the City’s standards. The Owner shall allow the City to inspect the Dedicated Improvements during construction to ensure conformance to the agreed standards set forth in Exhibit A, in particular with regard to zoning requirements, adequacy of design, and quality of construction. The Owner shall contact the City’s Engineering Department at least two (2) business days in advance to arrange for the attendance of a City inspector at key milestones throughout work. Key milestones shall include but not be limited to: water main construction, sewer main construction, water main abandonment, mandrel deflection testing, sanitary sewer taps, and water main taps. The Owner agrees to perform any necessary adjustments as reasonably requested by the City to ensure the Dedicated Improvements are constructed in accordance with Exhibit A. 4. Permits It shall be Owner’s sole responsibility and expense to obtain any and all permits associated with the construction and installation of the Dedicated Improvements and to comply with all applicable laws. 5. Engineer’s Opinion of Probable Construction Cost The Owner has provided an Engineer’s Opinion of Probable Construction Cost (See Exhibit B, incorporated herein by reference and attachment) for the cost to construct the water main and sanitary sewer main portion of the Dedicated Improvements, including but not limited to, excavation, pipe materials, valves, hydrants, and all other appurtenant materials, supplies and equipment, permit fees, backfill and bedding, pavement, curbs, sidewalks, signs, and restoration of the areas within the proposed R.O.W. 6. Performance Bond Owner shall provide the City with a performance bond for an amount equal to one hundred twenty–five percent (125%) of the Engineer’s Opinion of Probable Construction Cost. Owner’s failure to provide the performance bond as prescribed herein shall cause this Agreement to be immediately terminated and of no effect, without the requirement of notice. The performance bond shall be provided concurrently with the execution of this Agreement and attached Exhibit C. 7. Maintenance Bond Within ten (10) days of City’s acceptance of the Dedicated Improvements, Owner shall provide the City with a maintenance bond equal to ten percent (10%) of the Construction Cost, and such bond shall remain in effect for three (3) years after dedication as described in Section 8 below. 8. Term Except as otherwise provided herein, this Agreement shall continue for a period of sixteen (16) months from the Effective Date of this Agreement, or upon the issuance of the relevant occupancy permit(s), whichever occurs last. 9. Dedication Upon completion of the construction of the Dedicated Improvements substantially as depicted in Exhibit A, the Owner shall also convey an easement and dedicate to the City within such easement the Dedicated Improvements as public infrastructure. It is understood by the Owner that no dedication shall be accepted by the City until all required easements have been conveyed, accepted, and recorded by the City. The Owner shall use its best efforts to work with the City to ensure that the Dedicated Improvements are dedicated to the City in a timely manner. Upon dedication of the Dedicated Improvements, the Owner and the City shall work together to vacate existing easements for the abandoned water main. Additionally, prior to dedication, the following must be satisfied with regard to the Dedicated Improvements: a. All parts and labor must meet the standards and requirements stated in the design specifications as presented to and accepted by the City's Engineering Department. b. Lien waivers must be received with regard to all workmanship and materials used in connection with these improvements. c. The Completion Affidavit must be furnished to Owner by the South Bend, Indiana Board of Public Works. d. Owner must provide copies of test reports or cut sheets on all materials supplied. e. Owner must provide televising DVDs of the Sewer per the City of South Bend Construction Standards and Specifications 4-4.2. f. Owner must provide As-Built drawings in accordance with the City of South Bend Prevailing Specifications for Public Works, which may be found at https://southbendin.gov/wp-content/uploads/2020/05/Prevailing-Supplemental- Specifications.pdf Owner’s failure to comply with this Section 8 shall be a material breach of this Agreement. 10. System Development Charges Simultaneously with the execution of this Agreement, the Owner shall pay the City a sum of $207,036 (two hundred seven thousand, thirty six dollars and 00/100) for access to the City’s water and sewer sanitary systems set forth as Exhibit D. For purposes of this Section 9 of the Agreement, an equivalent residential unit (“ERU”) shall mean a single-family residence. For purposes of customers that are not single-family residences, one ERU shall equal estimated wastewater and water flows of 310 gallons per day, respectively. No customer will be less than one ERU. For every new connection to the South Bend Municipal Sewer Works, a capital contribution of $1,145 shall be collected per ERU. For every new connection to the South Bend Municipal Water Works, a system development charge of four hundred seventy-five dollars ($475.00) shall be collected per ERU. All charges shall be paid to the City at the time the application for connection is filed. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to 310 gallons per day. For structures not listed in 327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the sewer capacity certification for the structure and 310 gallons per day. 11. Indemnification Owner agrees and undertakes to indemnify and hold the City, and its respective agents, employees, successors, and assigns, harmless from any liability, loss, costs, damages or expenses, including attorneys’ fees, which the City may suffer or incur as a result of any claims or actions which may be brought by any person or entity arising out of this Agreement . If any action is brought against the City or its respective agents, employees, successors, or assigns, in connection with this Agreement, Owner agrees to defend such action or proceedings at its own expense and to pay any judgment rendered therein to the extent not attributable to the gross negligence or willful misconduct of the City. 12. Insurance Owner, or the owner’s contractor, at Owner’s sole expense, shall maintain during the term of this Agreement, commercial general liability insurance covering the Owner and the Dedicated Improvements in an amount not less than Five Million Dollars ($5,000,000.00) per occurrence. Owner agrees to include the City as an additional insured on such policy and provide a copy of the Certificate of Insurance to the City as Exhibit E. Notwithstanding anything in the Agreement to the contrary, the City does not waive any governmental immunity or liability limitations available to it under Indiana law. 13. Assignment This Agreement may not be assigned by the Owner without the express written consent of the City which such consent may be withheld for any reason. Any violation of this limitation shall terminate the City’s obligation and forfeit the Owner’s rights under this Agreement. 14. Material Breach In the event either party breaches any of the provisions set forth herein, the non-breaching party shall provide written notice of the breach to the breaching party. Upon receipt of the notice, the breaching party shall use its good faith efforts to cure the breach as soon as practical. In the event the breach is not cured within a reasonable amount of time, the non -breaching party may terminate this Agreement and pursue its legal and equitable remedies. 15. Governing Law and Jurisdiction This Agreement shall be construed and interpreted according to the laws of the State of Indiana, including, but not limited to, I.C. § 8-1-2-101.5 and 170 I.A.C. 6-1.5 et seq. and/or 170 I.A.C. 8.5- 4 et seq. regarding the dispute resolution process of customer complaints, and shall be enforced in any court of competent jurisdiction in St. Joseph County, Indiana. It is further agreed that all provisions of law now or hereafter in effect relating to water and sewer service by the City shall be applicable to this Agreement. 16. Severability Wherever possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by or invalid under applicable law, such provision shall be ineffective only to the extent of such prohibition or invalidity, without invalidating the remainder of such provision or the remaining provisions of this Agreement. 17. Waiver No provision of this Agreement will be deemed waived, unless such waiver will be in writing and signed by the party against which the waiver is sought to be enforced. The waiver will not be construed to be a waiver of any succeeding breach of any such provision, a waiver of the provision itself, or a waiver of any other provisions of this Agreement. No delay or omission on the part of either party to exercise or avail itself of any right, power, or privilege that it has or may have under this Agreement will operate as a waiver of any breach or default. 18. Time Time is of the essence of this Agreement. Owner intends to commence disconnects of existing water and sewer service on or about May 18, 2022. Owner needs to commence construction of new site improvements, including new water and sewer improvements, on or about July 18, 2022 so that new dwelling units can be ready for occupancy prior to August 1, 2024. 19. Entire Agreement This Agreement sets forth the entire agreement and understanding between the Owner and the City as to the subject matter hereof, and merges and supersedes all prior discussions, agreements, and understanding of any and every nature between them. 20. Corporate Authority The person signing on behalf of the Owner represents that he/she has been duly authorized to execute this Agreement on behalf of said Owner. IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the day and year first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures hereby agree to its terms. IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the date first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures, hereby agree to its terms. "OWNER" UND Property Owner, LLC By: Printed: Title: "CITY" September 13, 2022 EXHIBIT A DEDICATED IMPROVEMENTS CITY OF SOUTH BEND, INDIANADEPARTMENT OF PUBLIC WORKSPROJECTSEWER WATERTRAFFICSTREETOTHERAPPROVED BY BOARD OF PUBLIC WORKSAPPROVED BY PUBLIC WORKS STAFFCAMPUS VIEW - NOTRE DAMESEWER MAIN & WATER MAIN EXTENSIONSCITY PROJECT NO. DP21-061PROJECT DESCRIPTIONCITY OF SOUTH BEND, INDIANA PREVAILING SPECIFICATIONS LATEST EDITION,TO BE USED WITH THESE PLANS.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C0.0 Tsht211159.dwg9/1/2022PROJECT LOCATION460 Stull StreetSuite 300, PMB #20South Bend, IN 46601574.360.7674 phonewww.v3co.comCity of South BendTYPE A MANHOLE - STANDARD PRE-CASTSTANDARD DROP MANHOLESTANDARD SHALLOW MANHOLESADDLE STRUCTURETYPICAL MANHOLE CASTING & ADJUSTING RINGSSEWER TAPPING STANDARDVERTICAL AND SLANT STACKSTYPICAL CLEAN-OUTTYPICAL SEWER CASING DETAILPIPE BEDDING DETAILCONCRETE SADDLE DETAILPAVEMENT PATCHING AND UTILITY CUTS - ASPHALT4-14-34-44-54-64-74-84-94-104-114-122-48STANDARD DRAWINGSTITLE SHEETGENERAL NOTES, LEGEND, AND ABBREVIATIONSKEY PLANEASEMENTS MAPPLAN AND PROFILE - ROAD APLAN AND PROFILE - ROAD APLAN AND PROFILE - ROAD BPLAN AND PROFILE - DRIVEWAY CCONSTRUCTION DETAILS - SANITARYCONSTRUCTION DETAILS - WATER WORKSC0.0C0.1C0.2C0.3C1.0C1.1C1.2C1.3C2.0C2.1TABLE OF CONTENTSTAPPING REQUIREMENTSTAPPING SLEEVE AND VALVETYPICAL WATER SERVICE CONNECTIONCROSS OVERTYPICAL WATER CASING DETAILTRENCH DETAIL FOR WATER MAIN IN SUITABLE SOILTRENCH DETAIL FOR WATER MAIN IN UNSUITABLE SOILTYPICAL GATE VALVE AND BOXTYPICAL BUTTERFLY VALVE AND BOXFIRE HYDRANT LOCATION AND CLEARANCESFIRE HYDRANT ASSEMBLYWALL REQUIREMENTS FOR HYDRANTSMETER PIT SPECS FOR 1", 1 1/2", AND 2" METERS5-15-25-35-45-55-65-75-85-95-105-115-125-13Disconnect sewer and water service to 193 existing dwelling units at Campus View Apartments and extend and make additions to existing water and sanitary sewer systems to serve up to 335 new dwelling units in a planned redevelopment byUND Property Owner, LLC ("Owner/Developer").9/2/202209/02/202209/06/2022September 13, 2022 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.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 211159 MG RICITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA GENERAL NOTES, LEGEND, AND ABBREVIATIONS CAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-061 DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone 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 #23810SANITARY MHRIM=739.41IE 12" PVC E, W=733.76IE 8" PVC S=733.96#1324SANITARY MHRIM=741.88IE 10" PVC E=730.93IE 10" PVC W=731.03#1148SANITARY MHRIM=739.78IE 8" PVC W=732.18IE 8" PVC SE=732.13#1163SANITARY MHRIM=740.08IE 8" PVC NW=731.73IE 10" PVC E=731.68IE 10" PVC N=731.68#23445SANITARY MHRIM=738.58IE 8" PVC N=733.68IE 8" PVC E=733.68#24473SANITARY MHRIM=743.47IE 10" PVC N=729.97IE 10" PVC W=729.85TP W=730.62 ANGLED DOWN#24472SANITARY MHRIM=743.90IE 10" PVC N, E=729.70IE 10" PVC S=729.98IE 8" PVC W=729.80#10818SANITARY MHRIM=743.83IE 10" PVC N=736.10IE 10" PVC S=736.08IE 6" PVC E=736.63IE 6" PVC W=736.13#10835SANITARY MHRIM=744.71IE 10" PVC E=735.46IE 8" N, UNKNOWNIE 6" PVC SW=735.51IE 6" PVC W=735.71#10837#10843SANITARY MHRIM=743.94IE 10" PVC N=735.42IE 8" PVC E=736.04IE 10" PVC S=735.398" WM PER ATLAS6" WM PER ATLAS6" WM PER ATLAS8" WM PER ATLAS24" x 46" x 413"15"10"14"7"28"36"42"8"12" x 28" x 312"12" x 212" x 328"9"6"18"24"12"16"16"8"10"16"24"6" x 226"24"8"24"22"7"24" x 226" x 210" x 312"24" x 410"9"7"6"6"6"8"8"13" x 28"16"15"17" x 712"10"7"6" x 36" x 36"6"10"24"12"28"14"8"16"24"12"S34° 09' 56"W 108.30'S89° 31' 56"W 208.50'S89° 31' 56"W 165.56'N00° 28' 46"W 201.37'374.06'S00° 12' 17"W 300.02'160.48'48.02'44.44'VANESS STREETN. OAKHILL DR.BURDETTE STREETS T A T E R O A D 2 3 ( S O U T H B E N D A V E . ) TOWNHOUSE E TOWNHOUSE D STACKED FLAT ASTACKED FLAT BSTACKED FLAT CSTACKED FLAT DSTACKED FLAT ETOWNHOUSE ATOWNHOUSE BTOWNHOUSE C IRISH ROW (OFF-CAMPUS HOUSING)OVERLOOK AT NOTRE DAMEOFF-CAMPUS HOUSING)VACANTSINGLE FAMILY RESIDENCE LOTS CELL TOWERTHE CAMPUS SHOPPESRETAIL CENTERICHIBANRESTAURANTFORMER VERIZON RETAILLAWOFFICESUSED CARSALESIRISH DREAMS MIXED USEJAMISON HOUSECONDOMINIUMSROAD A ROAD AROAD BROAD BDRIVEWAY C ROAD ADWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYSHEET C1.0SHEET C1.0SHEET C1.0SHEET C1.0SHEET C1.1SHEET C1.1SHEET C1.1SHEET C1.1SHEET C1.2SHEET C1.2SHEET C1.2SHEET C1.2SHEET C1.0SHEET C1.3SHEET C1.3SHEET C1.3SHEET C1.350+0051+0051+90 9+8010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00 21+0021+8430+0031+0032+0033+0034+0035+0036+0036+130+001+001+94WWWWWWWWWDRAWING NO.C0.2N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C0.0 Tsht211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 211159 MG RICITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA KEY PLAN DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com CAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-0611" =0GRAPHIC SCALE505050'25REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 N89° 31' 56"E 738.24'S 3 4 ° 0 9 ' 5 6 " W 2 7 5 . 1 8 'S55° 49' 44"E20.00'S 3 4 ° 0 9 ' 5 6 " W 1 5 5 . 1 7 'S55° 50' 06"E 170.00'S 3 4 ° 0 9 ' 5 6 " W 3 2 7 . 3 5 'S55° 50' 04"E120.00'S 3 4 ° 0 9 ' 5 6 " W 5 0 . 0 0 'N55° 50' 04"W121.55'S34° 09' 56"W 108.30'S00° 28' 46"E 98.63'S89° 31' 56"W 208.50'N00° 28' 44"W 300.00'S89° 31' 56"W 165.56'N00° 20' 50"W 659.42'NORTH LINE OF THE SW 1/4 OF THE SE 1/4 OF SEC. 31-38-3(N89° 54' 40"E)(S 3 4 ° 3 2 ' 4 0 " W )(S55° 27' 20"E)(S 3 4 ° 3 2 ' 4 0 " W )(S55° 27' 20"E)(S 3 4 ° 3 2 ' 4 0 " W )(S55° 27' 20"E)(130.00')W E S T E R L Y L I N E O F I N D I A N A S . R . 2 3 (S 3 4 ° 3 2 ' 4 0 " W ) (5 0 . 0 0 ' )(N55° 27' 20"W)(131.55')(S 3 4 ° 3 2 ' 4 0 " W ) N00° 28' 46"W 201.37'(N00° 06' 02"W)374.06'(S89° 54' 40"W)(N00° 01' 38"E)213.58'S00° 12' 17"W 300.02' (S00° 35' 01"W)(N89° 54' 40"E)(164.06)(N00° 06' 02"W) 300.00'160.48'P.O.B.HISTORICEXCEPTIONE X C E P T I O N (10')(10')48.02'44.44'(N00° 06' 00"W)300.00'(300.00')(1 5 5 . 1 7 ' ) 20 ' D R I V E W A Y E A S E M E N T P E R D O C . 9 3 0 1 8 2 3 30.00'14' ALLEY (PUBLIC)14' ALLEY (PUBLIC)14' ALLEY (PUBLIC)14' ALLEY (PUBLIC)LOT 1 JAMISON HOUSE MINOR SUBDIVISIONDOC. 9818754EASEMENTFOR ELECTRIC LINESPER DOC. 98187547 1 - 0 4 - 3 1 - 4 5 2 - 0 0 9 . 0 0 0 - 0 0 4 O w n e r : F O R T U N E W O R L D I N C 71-04-31-452-012.000-004Owner: OUYANG WEI71-04-31-452-011.000-004Owner: HAYES CHARLES S INC 7 1 - 0 4 - 3 1 - 4 5 2 - 0 1 3 . 0 0 0 - 0 0 4 O w n e r : F A I T H H O P E & L O V E L L C 7 1 - 0 4 - 3 1 - 4 5 2 - 0 1 4 . 0 0 0 - 0 0 4 O w n e r : B O T H F E E T L L C 71-04-31-452-021.000-004 Owner: WITT DAVID A 71-04-31-452-022.000-004 Owner: WITT DAVID A 71-04-31-452-023.000-004 Owner: WITT DAVID A 71-04-31-452-024.000-004 Owner: WITT DAVID A 71-04-31-452-025.000-004 Owner: IRISH DREAMS INC 71-04-31-452-001.000-003Owner: ETTL GREGORY M 71-04-31-452-002.000-003Owner: UNIVERSITY OF NOTRE DAME DU LAC 71-04-31-452-003.000-003Owner: UNIVERSITY OF NOTRE DAME DU LAC 71-04-31-452-004.000-003Owner: RHODES CHARLES WESLEY& JOYLA JEAN 71-04-31-452-005.000-003Owner: UNIVERSITY OF NOTRE DAME DU LAC 71-04-31-452-006.000-003Owner: ZALAS TAMMY K & SMITH BRIAN LJTWROS AND LIFE ESTATE FORMCCARTY JOHN CARLTON JR 71-04-31-452-007.000-003Owner: UNIVERSITY OF NOTRE DAME DU LAC71-04-31-452-015.000-003Owner: ADAMEK FRANKLIN A71-04-31-452-018.000-004Owner: 1550 IVY COURT LLCLOT 1 HAYES' KWIATKOWSKI MINOR SUB DOC. 0105034LOT 2JAMISON RESIDENTIAL CONDOMINIUMSDOC. 8819323 14.00'14.00'SOUTH R.O.W. LINE OF VANESS ST.PUBLIC R.O.W.(659.36') P U B L I C R . O . W .INDIANA & MICHIGANELECTRIC CO. EASEMENTPER DOC. REC. 734, PG. 226-227,AS SHOWN ON SURVEY FOR#1705 SOUTH BEND AVE.PREPARED BY WIGHTMAN, DATED 06/09/21VANESS STREETN. OAKHILL DR.BURDETTE STREETS T A T E R O A D 2 3 ( S O U T H B E N D A V E . ) TOWNHOUSE E TOWNHOUSE D STACKED FLAT ASTACKED FLAT BSTACKED FLAT CSTACKED FLAT DSTACKED FLAT ETOWNHOUSE ATOWNHOUSE BTOWNHOUSE C ROAD A ROAD AROAD BROAD BDRIVEWAY C ROAD ADWYONLYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYDWYONLYMUNICIPAL WATER ANDSANITARY SEWEREASEMENT TO BEDEDICATED TO CITY OFSOUTH BENDMUNICIPAL WATERAND SANITARYSEWER EASEMENTTO BE DEDICATEDTO CITY OF SOUTHBEND31'31.2'20'31'20'20'20'E A S E M E N T P E R D E E D R E C . 7 7 2 , P G . 6 4 1 1 0 ' IN & M I P O W E R C O . E A S E M E N T P E R D O C . 0 9 3 6 9 9 9 INGRESS & EGRESS EASEMENTPER DOC. 0105034INDIANA & MICHIGANELECTRIC CO. EASEMENTPER DOC. REC. 599, PG. 50810'WATERMAINEASEMENT PER DOC.REC. 719 PG. 227TO BE VACATED10'WATERMAINEASEMENT PER DOC.REC. 719 PG. 227TO BE VACATED10'10'23'2 0 '5'10'PUBLIC R.O.W. TO BE DEDICATEDTO CITY OF SOUTH BEND30'N00° 28' 04"W 254.68'65.71'N24° 41' 59"W 21.89'N76° 12' 46"E 17.69'N00° 45' 10"W 6.70'N89° 14' 50"E 46.00'S00° 45' 10"E 6.09'N89° 14' 50"E 12.83'S00° 20' 50"E 20.00'N89° 14' 50"E 58.62'N76° 12' 46"E 30.72'S65° 35' 41"E 21.46'S47° 40' 44"E 8.29'S00° 28' 04"E 85.10'S89° 31' 42"W 332.91'S00° 28' 04"E 254.66'277.40'N00° 28' 04"W 611.25' S00° 28' 04"E 258.04'S49° 39' 15"W 14.36'S00° 28' 04"E 17.23'S89° 31' 56"W 20.00'N00° 28' 04"W 9.82'S89° 31' 42"W 332.91'S00° 28' 04"E 233.56'S89° 31' 56"W 11.20'S00° 28' 04"E 98.71'S24° 41' 59"E 21.80'N89° 31' 56"E 226.63'N00° 28' 04"W 153.59'N89° 31' 56"E 20.00'S00° 28' 04"E 153.59'N89° 31' 56"E 78.70'S47° 40' 44"E 41.07'S00° 28' 04"E 95.51'N89° 31' 56"E 317.44'DRAWING NO.C0.3N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C0.3 EsMp211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: 211159 MG RICITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA EASEMENTS MAP DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com CAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-0611" =0GRAPHIC SCALE505050'251."CAMPUS VIEW MINOR SUBDIVISION", SHEETS 1 & 2 OF 2, DATED01/06/22 AND LAST REVISED 02/22/22 BY ANTHONY J. STRICKLAND,P.S. OF V3 COMPANIES, LTD.REFERENCELEGENDR.O.W.NEW UTILITIES EASEMENT (SEWER & WATER)EASEMENT TO BE VACATEDREV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 720725730735740745750755-2.24%0.83%-0.86%0.69%-0.75%0.84%-0.83%0.77%-0.78%PVI STA. 9+99.98PVI ELEV 739.26PVI STA. 10+06.39PVI ELEV 739.12 PVI STA. 10+88.51PVI ELEV 739.80LVC = 50'BVCS = 10+63.51BVCE = 739.59EVCE = 739.58EVCS = 11+13.51HP STA. 10+88.07HP ELEV 739.69PVI STA. 13+20.15PVI ELEV 740.50LVC = 50'BVCS = 12+95.15 BVCE = 740.33 EVCE = 740.31 EVCS = 13+45.15 HP STA. 13+19.17HP ELEV 740.41PVI STA. 14+46.58PVI ELEV 740.50LVC = 50'BVCS = 14+21.58 BVCE = 740.29 EVCE = 740.29 EVCS = 14+71.58 HP STA. 14+46.70HP ELEV 740.40PVI STA. 16+62.72PVI ELEV 741.20LVC = 50'BVCS = 16+37.72BVCE = 741.01EVCE = 741.00EVCS = 16+87.72HP STA. 16+62.53HP ELEV 741.10PVI STA. 11+46.69PVI ELEV 739.30LVC = 60'BVCS = 11+16.62BVCE = 739.55EVCE = 739.51EVCS = 11+76.76 LP STA 11+49.89LP ELEV 739.41PVI STA. 13+86.80PVI ELEV 740.00LVC = 60'BVCS = 13+56.80BVCE = 740.23EVCE = 740.25EVCS = 14+16.80LP STA 13+85.17LP ELEV 740.12PVI STA. 15+06.95PVI ELEV 740.00LVC = 60'BVCS = 14+76.95BVCE = 740.25EVCE = 740.23EVCS = 15+36.95LP STA 15+08.03LP ELEV 740.12PVI STA. 17+26.64PVI ELEV 740.70BVCS = 16+96.64 BVCE = 740.93 LP STA 17+23.59LP ELEV 740.83739.2739.3740.6740.5738.7740.3740.2 738.4 738.4 738.7 738.9 738.9 738.5 738.8 739.2 739.26739.48739.67739.41739.67740.01 740.36 740.28 740.15 740.39 740.13 740.33 740.72 741.08 740.919+8010+0011+0012+0013+0014+0015+0016+0017+00SMH 14' SANITARY MHRIM: 739.04IE: 732.85 (S)SMH 24' SANITARY MHRIM: 739.43IE: 733.53 (S)IE: 733.53 (N)SMH 34' SANITARY MHRIM: 740.13IE: 735.15 (N)SMH 84' SANITARY MHRIM: 740.86IE: 734.75 (E)IE: 734.75 (W)12" STM15" STM12" STM12" STMSEE OFFSITESANITARY PROFILEFOR CONTINUATION15" STM151 LF - 8" SAN PVC@ 0.45%C01C02C03C04C06C14C15C16C17C18360 LF - 8" SAN PVC@ 0.45%8" WATER MAIN (TYP)8" x 8" x 6" TEE8" x 8" x 8" TEE8" x 8" x 6" TEE8" x 8" x 6" TEE22.5° BEND22.5° BEND#23810 SANITARY MH RIM=739.41 IE 12" PVC E, W=733.76 IE 8" PVC S=733.96 UNABLE TO MEASUREIE 8" PVC W=732.18IE 8" PVC SE=732.13#23445SANITARY MHRIM=738.58IE 8" PVC N=733.68IE 8" PVC E=733.68 8" WM PER ATLAS S89° 31' 56"W 165.56'N00° 20' 50"W 659.42'OVERLOOK AT NOTRE DAMEOFF-CAMPUS HOUSING)VACANTSINGLE FAMILY RESIDENCE LOTS10+0011+0012+0013+0014+0015+0016+0036+1336+00 DWY DWY DWY DWY DWY DWY DWYDWYDWYDWYDWYDWY DWY DWY DWY DWY 0+001+00 1+94 WWROAD A8"x8"x6" TEEFH 1FH 2FH 58"x8"x8" TEE6" W (41 LF)WATER METER VAULT (TYP)SMH 1SMH 2SMH 3SMH 8SMH 7SMH 668 LF WM222 LF WM228 LF WM4 LF WM114 LF WM30 LF WM3 LF WM8"x8"x6" TEE8"x8"x6" TEE22.5° BEND22.5° BEND72 LF WM151 LF - 8" SAN PVC@ 0.45%360 LF - 8" SAN PVC@ 0.45%39 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC@ 0.45%2" DOMESTIC WATER SERVICEFOR TH 3 UNITS (TYP)2" DOMESTIC WATER SERVICEFOR TH 2 UNITS (TYP)6" SANITARY SERVICE (TYP)6" W (40.5 LF)CURB STOP VALVE (TYP)132 LF - 6" SANITARYSERVICE (TYP)CONNECT TO EXISTING 8"WATER MAIN VIAPRESSURE CONNECTIONNOTES1.CONTRACTOR TO PROVIDE SMOOTH VERTICAL CURVES THROUGHHIGH AND LOW POINTS AS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.2.ALL NEW WATER MAIN SHALL BE 8" DUCTILE IRON.3.ALL NEW SANITARY SEWER MAIN SHALL BE 8" PVC.#23810SANITARY MHRIM=739.41IE 12" PVC E, W=733.76IE 8" PVC S=733.96SINGLE FAMILY RESIDENCE LOTS 15+0016+00DWYDWY DWYDWY0+00 1+001+94FH 5SMH 3SMH 8SMH 7SMH 6114 LF WM30 LF WM3 LF WM22.5° BEND22.5° BEND72 LF WM39 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC@ 0.46%67 LF - 8" SAN PVC @ 0.45%6" SANITARY SERVICE (TYP)132 LF - 6" SANITARYSERVICE (TYP)720725730735740745750755720725730735740745750755739.4 739.1 740.1 739.1 738.8 740.85 740.91 741.090+001+001+94EX. SMH4' SANITARY MHRIM: 739.41IE: 733.96 (S)SMH 64' SANITARY MHRIM: 739.04IE: 734.26 (E)IE: 734.26 (N)SMH 74' SANITARY MHRIM: 740.91IE: 734.57 (E)IE: 734.57 (W)SMH 84' SANITARY MHRIM: 740.86IE: 734.75 (E)IE: 734.75 (W)67 LF - 8" SAN PVC@ 0.45%67 LF - 8" SAN PVC@ 0.46%39 LF - 8" SAN PVC@ 0.46%C177507457407357307257207551" =0GRAPHIC SCALE404040'20DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C1.0 PnP211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: MG RI PLAN & PROFILE - ROAD A DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. C1.0211159 CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com 750745740735730725720755FOR CONTINUATION, SEE SHEET C1.1FOR CONTINUATION, SEE SHEET C1.1GRAPHIC SCALECAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-061 FOR ROAD B, SEE SHEET C1.21" =0GRAPHIC SCALE404040'20REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 7207257307357407457507550.77%-0.78%0.96%-0.60%1.17%PVI STA. 21+83.98 PVI ELEV 743.45 PVI STA. 16+62.72PVI ELEV 741.20LVC = 50'BVCS = 16+37.72BVCE = 741.01EVCE = 741.00EVCS = 16+87.72HP STA. 16+62.53HP ELEV 741.10PVI STA. 18+51.79PVI ELEV 741.90LVC = 50'BVCS = 18+26.79 BVCE = 741.66 EVCE = 741.75 EVCS = 18+76.79 HP STA. 18+57.60HP ELEV 741.81PVI STA. 17+26.64PVI ELEV 740.70LVC = 60'BVCS = 16+96.64 BVCE = 740.93 EVCE = 740.99 EVCS = 17+56.64 LP STA 17+23.59LP ELEV 740.83PVI STA. 19+83.60PVI ELEV 741.11LVC = 60'BVCS = 19+53.60 BVCE = 741.29 EVCE = 741.46 EVCS = 20+13.60 LP STA 19+73.90LP ELEV 741.23738.5738.8 739.2 739.5 739.8 740.2 740.3 740.6 741.1 741.8 742.5 743.1 743.6 740.72741.08 740.91 740.93 741.40 741.80 741.61 741.31 741.33 741.89 742.47 743.0616+0017+0018+0019+0020+0021+0021+84SMH 84' SANITARY MHRIM: 740.86IE: 734.75 (E)IE: 734.75 (W)SMH 94' SANITARY MHRIM: 741.34IE: 735.82 (N)IE: 735.82 (W)12" STM18" STM12" STMSEE OFFSITESANITARY PROFILEFOR CONTINUATIONTIE INTO EXISTINGWATER MAINEXISTING WATERMAIN TO REMAIN237 LF - 8" SAN PVC@ 0.45%C17C18C19C20C228" WATER MAIN (TYP)22.5° BEND22.5° BEND45° BEND8" x 8" x 6" TEE8" x 8" x 6" TEE#10825STORM INLETRIM=743.42IE 12" CPP N=739.92#10829STORM MHRIM=743.86IE 42" RCP N, S=732.56IE 42" RCP E, UNABLE TO MEAS.OFFSET#10830STORM INLETRIM=743.70NO VISIBLE PIPESFULL OF DEBRIST/DEBRIS=739.65#10842STORM INLET#10843SANITARY MHRIM=743.94IE 10" PVC N=735.42IE 8" PVC E=736.04IE 10" PVC S=735.39S 3 4 ° 0 9 ' 5 6 " W 3 2 7 . 3 5 'S55° 50' 04"E120.00'S 3 4 ° 0 9 ' 5 6 " W 5 0 . 0 0 'N55° 50' 04"W121.55'S34° 09' 56"W 108.30'S00° 28' 46"E 98.63' N00° 28' 44"W 300.00'S89° 31' 56"W 165.56'N00° 28' 46"W 201.37'374.06'160.48'48.02'10 '10' WATERMAINEASEMENT PER DOC.REC. 719 PG. 2275'5' INDIANA & MICHIGANELECTRIC CO. EASEMENTPER DOC. REC. 599, PG. 506INDIANA & MICHIGANELECTRIC CO. EASEMENTINDIANA & MICHIGANELECTRIC CO. EASEMENTFORMER VERIZON RETAILLAWOFFICESJAMISON HOUSECONDOMINIUMS16+00 17+0018+0019+0020+00 21+0021+8451+69 51+00DWYDWY WWTIE INTO EXISTING WATER MAINDRIVEWAY CROAD AROAD ASMH 8SMH 7SMH 930 LF WM3 LF WMWATER METERVAULT (TYP)22.5° BENDCURB STOPVALVE (TYP)72 LF WM247 LF WM8"x8"x6" TEE45° BEND17 LF WM37 LF WM53 LF WM8"x8"x6" TEEFH 7FH 6237 LF - 8" SAN PVC@ 0.45%39 LF - 8" SAN PVC@ 0.46%28 LF - 6" SANITARYSERVICE6" W (106 LF)6" W (40.5 LF)CURB STOP VALVENOTES1.CONTRACTOR TO PROVIDE SMOOTH VERTICAL CURVES THROUGHHIGH AND LOW POINTS AS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.2.ALL NEW WATER MAIN SHALL BE 8" DUCTILE IRON.3.ALL NEW SANITARY SEWER MAIN SHALL BE 8" PVC.FOR CONTINUATION, SEE SHEET C1.01" =0GRAPHIC SCALE404040'20DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C1.0 PnP211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: MG RI PLAN & PROFILE - ROAD A DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. C1.1211159 CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com 750745740735730725720755750745740735730725720755FOR CONTINUATION, SEE SHEET C1.0 GRAPHIC SCALECAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-061 FOR DRIVEWAY C, SEE SHEET C1.3REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 720725730735740745750755720725730735740745750755-1.29%1.86%-1.73%0.60%-2.59%1.27%-0.60%0.61%-0.60%0.60%-0.60%PVI STA. 30+00.69PVI ELEV 741.74PVI STA. 30+12.62PVI ELEV 741.58PVI STA. 30+29.69PVI ELEV 741.90 PVI STA. 34+17.95 PVI ELEV 740.37 PVI STA. 36+12.67 PVI ELEV 740.00 PVI STA. 31+71.17PVI ELEV 741.30LVC = 50'BVCS = 31+46.16 BVCE = 741.15 EVCE = 740.65 EVCS = 31+96.16 HP STA. 31+55.60HP ELEV 741.18PVI STA. 33+19.88PVI ELEV 740.44LVC = 50'BVCS = 32+94.88BVCE = 740.12EVCE = 740.29EVCS = 33+44.88HP STA. 33+28.76HP ELEV 740.34PVI STA. 35+24.58PVI ELEV 740.53LVC = 50'BVCS = 34+99.58 BVCE = 740.38 EVCE = 740.38 EVCS = 35+49.58 HP STA. 35+24.51HP ELEV 740.46PVI STA. 30+91.95PVI ELEV 740.82LVC = 60'BVCS = 30+61.95BVCE = 741.34 EVCE = 741.00 EVCS = 31+21.95 LP STA 31+06.47LP ELEV 740.95PVI STA. 32+42.24PVI ELEV 739.46LVC = 60'BVCS = 32+12.24 BVCE = 740.23 EVCE = 739.84 EVCS = 32+72.24 LP STA 32+52.54LP ELEV 739.71PVI STA. 33+74.93PVI ELEV 740.11LVC = 50'BVCS = 33+49.93 BVCE = 740.26 EVCE = 740.26 EVCS = 33+99.93 LP STA 33+74.79LP ELEV 740.18PVI STA. 34+57.71PVI ELEV 740.13LVC = 50'BVCS = 34+32.71 BVCE = 740.28 EVCE = 740.28 EVCS = 34+82.71 LP STA 34+57.77LP ELEV 740.21741.8741.5 741.5 739.6 739.6 741.3 739.4 739.0 739.5 740.1 740.1 740.2 740.1 740.0 741.55 740.96 741.17 740.55 739.71 740.18 740.26 740.26 740.21 740.38 740.38 740.08 740.0030+0031+0032+0033+0034+0035+0036+0036+13SMH 44' SANITARY MHRIM: 741.71IE: 733.65 (S)SMH 54' SANITARY MHRIM: 741.81IE: 734.95 (S)IE: 736.45 (N)12" STM12" STM285 LF - 8" SAN PVC@ 0.98%C12C13C11C10C08C09C058" WATER MAIN (TYP)8" x 8" x 6" TEE8" x 8" x 6" TEE45° BENDIE 10" PVC W=731.03IE 6" PVC NW=739.40BASKET IN,UNABLE TO MEASUREIE 6" PVC SE=739.99BOTTOM=733.94FIBER OPTICMARKER6" WM PER ATLAS6" WM PER ATLASN89° 31' 56"E 738.24'S 3 4 ° 0 9 ' 5 6 " W 1 5 5 . 1 7 'EASEMENT PER DEED REC. 772, PG. 64123.00'10'10'IN & MI POWER CO. EASEMENT PERDOC. 0936999OFF-CAMPUS HOUSING)10+00 11+00 12+00 13+00 36+1330+00 31+00 32+00 33+0034+0035+0036+00DWYDWYDWYDWYDWYDWYDWYDWYWWWWWWROAD A ROAD B ROAD B8"x8"x6" TEEFH 1FH 28"x8"x8" TEE 6" W (41 LF)WATER METER VAULT (TYP)SMH 1SMH 2SMH 5SMH 4222 LF WM 4 LF WM 8"x8"x6" TEEVANESS STREETWATER METER VAULT (TYP)CURB STOPVALVE (TYP)8"x8"x6" TEE71 LF WM175 LF WM8"x8"x6" TEE45° BEND14 LF WM364 LF WMFH 4FH 3285 LF - 8" SAN PVC @ 0.98%151 LF - 8" SAN PVC@ 0.45%2" DOMESTIC WATER SERVICE FOR TH 3 UNITS (TYP) 2" DOMESTIC WATER SERVICE FOR TH 2 UNITS (TYP)6" W (19 LF)6" W (42 LF)39 LF - 6" SANITARYSERVICECURB STOP VALVE (TYP)39 LF - 6" SANITARYSERVICECONNECT TO EXISTING 8" WATER MAIN VIA PRESSURE CONNECTIONCONNECT TO EXISTING 6" WATERMAIN VIA PRESSURE CONNECTIONNOTES1.CONTRACTOR TO PROVIDE SMOOTH VERTICAL CURVES THROUGHHIGH AND LOW POINTS AS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.2.ALL NEW WATER MAIN SHALL BE 8" DUCTILE IRON.3.ALL NEW SANITARY SEWER MAIN SHALL BE 8" PVC.1" =0GRAPHIC SCALE404040'20DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C1.0 PnP211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: MG RI PLAN & PROFILE - ROAD B DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. C1.2211159 CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com 750745740735730725720755750745740735730725720755GRAPHIC SCALECAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-061 FOR ROAD A, SEE SHEET C1.0REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 720725730735740745750755720725730735740745750755-0.99%-1.92%1.38%PVI STA. 50+00.00 PVI ELEV 743.50 PVI STA. 50+76.01 PVI ELEV 742.75 PVI STA. 51+70.18 PVI ELEV 741.90 PVI STA. 51+41.12PVI ELEV 741.50LVC = 50'BVCS = 51+16.12BVCE = 741.98EVCE = 741.84EVCS = 51+66.12LP STA 51+45.24LP ELEV 741.70739.5 740.3 740.1 740.6 743.50 743.01 742.29 741.7150+0051+0051+90SMH 104' SANITARY MHRIM: 741.45IE: 736.55 (S)SMH 94' SANITARY MHRIM: 741.34IE: 735.82 (N)IE: 735.82 (W)12" STM24" STM161 LF - 8" SAN PVC@ 0.45%C21C22N00° 28' 46"W 201.37'160.48'5'INDIANA & MICHIGAN ELECTRIC CO. EASEMENT 18+00 19+00 20+0051+6950+0051+00W WDRIVEWAY CROAD A SMH 9SMH 10WATER METER VAULT (TYP) VALVE (TYP) 247 LF WM 17 LF WM161 LF - 8" SAN PVC@ 0.45%237 LF - 8" SAN PVC@ 0.45%28 LF - 6" SANITARY SERVICE 6" W (106 LF)6" W (86 LF)CURB STOP VALVENOTES1.CONTRACTOR TO PROVIDE SMOOTH VERTICAL CURVES THROUGHHIGH AND LOW POINTS AS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES.AVOID RIDGES AND DEPRESSIONS.2.ALL NEW WATER MAIN SHALL BE 8" DUCTILE IRON.3.ALL NEW SANITARY SEWER MAIN SHALL BE 8" PVC.1" =0GRAPHIC SCALE404040'20DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C1.0 PnP211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: MG RI PLAN & PROFILE - DRIVEWAY C DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. C1.3211159 CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com 750745740735730725720755750745740735730725720755GRAPHIC SCALECAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-061 FOR ROAD A, SEE SHEET C1.1REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C2.0 Det211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: MG RI CONSTRUCTION DETAILS - SANITARY DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50 REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. C2.0211159 CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com CAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-061 DRAWING NO.N:\2021\211159\Drawings\ACAD\LD\S05\South Bend DPW\C2.0 Det211159.dwg9/1/2022PROJECT NO.: PROJECT MANAGER: DRAWN BY: DESIGNED BY: MG RI CONSTRUCTION DETAILS - WATER WORKS DESCRIPTIONDATENO. R E V I S I O N S 1 08/05/22 2 08/23/22 3 08/31/22 REVISED PER CITY COMMENTS REV. PER RFI; RAISE ROAD GRADES NEAR ROAD B STA. 32+50REV. TTL SHT & ESMNT MAP (INSTR 2022-23815) ORIGINAL ISSUE DATE:JUNE 6, 2022 DESCRIPTIONDATENO. C2.1211159 CITY OF SOUTH BEND ST. JOSEPH COUNTY, INDIANA BMc 460 Stull Street Suite 300, PMB #20 South Bend, IN 46601 574.360.7674 phone www.v3co.com CAMPUS VIEW - NOTRE DAME CITY PROJECT NO. DP21-06145°WATER MAIN CROSSINGNOTES:1.CONTRACTOR MAY BEND WATER MAIN PIPE UNIFORMLY UNDER SEWERSWITHOUT USING FITTINGS PROVIDED THAT JOINT DEFLECTION DOES NOTEXCEED 5 DEGREES PER JOINT FOR PIPE UNDER 14" IN SIZE AND 3 DEGREESPER JOINT FOR PIPE 14" AND OVER IN SIZE. IF FITTINGS ARE USED,CONTINUOUS STRAPPING WITH RODS, STRAPS, NUTS AND BOLTS BELOWNORMAL WATER MAIN DEPTH ARE REQUIRED OR RETAINER GLANDS MAY BEUSED IN LIEU OF STRAPPING. RETAINER GLANDS TO BE CLOW NO. F-1058, ORAPPROVED EQUAL.2.COMPACTED MATERIAL BELOW SEWER SHALL CONFORM TO STANDARDSPECIFICATION FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS STD.DWG. NO. 20. AND 233.HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS ANDSEWERS SHALL COMPLY WITH SECTION 41-2.01 OF THE STANDARDSPECIFICATIONS FOR SEWERS AND WATER MAIN CONSTRUCTION INILLINOIS, LATEST EDITION.COMPACTED SELECT EXCAVATEDCLASS IV MATERIAL (SEE NOTE NO. 4)PROPOSEDD.I.W.M.GRAVITY SEWER TO BE WATER MAINQUALITY PRESSURE PIPE FOR ADISTANCE 10' ON EITHER SIDE OF THEOUTSIDE WALL OF THE WATER MAIN.EXISTING OR PROPOSED GRADE10'MIN.10'MIN.3'18" MIN. MIN. 4" MIN. 5'-0" EXHIBIT B ENGINEER’S OPINION OF PROBABLE CONSTRUCTION COST CAMPUS VIEW - NOTRE DAME SEWER MAIN & WATER MAIN EXTENSIONS CITY PROJECT NO. DP21-061 Engineer's Opinion of Probable Construction Costs Prepared by: V3 Companies Date: June 6, 2022 Description Quantity Unit 4' Diameter Sanitary Sewer Manhole, 6' Depth Max 11 Ea 8" PVC Wye Connections 30 Ea Sanitary Service Lateral Connections, 4" PVC 959 LF Sanitary Sewer, 8" PVC 1446 LF Connect to Existing Manhole 1 EA SUBTOTAL, SANITARY SEWER Water Main, 8" Ductile Iron 1772 LF Water Main, 6" Ductile Iron (Hydrant Lead)50 LF Water Service (Curb Stop)6 EA Water Service Line, 1.25"170 LF Water Service Line, 1.50"430 LF Water Service Line, 6"292 LF Water Meter Vault/Box 6 EA Water Meter (Exterior)6 EA Water Main, 8" Gate Valve 5 EA Water Main, 6" Gate Valve 5 EA Fire Hydrant Assembly 7 EA SUBTOTAL, WATER MAIN SUBTOTAL, SANITARY SEWER SUBTOTAL, WATER MAIN TOTAL Unit Price Cost 5,000.00$ 55,000.00$ 1,200.00$ 36,000.00$ 90.00$ 86,310.00$ 52.00$ 75,192.00$ 1,500.00$ 1,500.00$ 254,002.00$ 90.00$ 159,480.00$ 75.00$ 3,750.00$ 1,100.00$ 6,600.00$ 45.00$ 7,650.00$ 50.00$ 21,500.00$ 80.00$ 23,360.00$ 1,500.00$ 9,000.00$ 750.00$ 4,500.00$ 3,000.00$ 15,000.00$ 2,500.00$ 12,500.00$ 5,000.00$ 35,000.00$ 298,340.00$ 174,656.00$ 249,975.00$ 424,631.00$ EXHIBIT C PERFORMANCE BOND EXHIBIT D SYSTEM DEVELOPMENT CHARGE Estimate Provided On:10/28/2021 Estimate Provided By:C. Brach Values Unit Type Multi-Family Dwelling # of Unit Types 142 units Estimated Flow (gpd) for Multi-Family Dwelling 310 per unit Estimated Total Flow for Multi-Family Dwelling 44020 gpd Estimated Total Flow for Turtle Creek 44020 gpd ERU calculation 142.000 ERU ERU rounddown 142 ERU Sewer SDC Calculation ($1145 per ERU) Water SDC Calculation ($475 per ERU) Estimated Amount Due for Turtle Creek Estimated 10% Discounted Total (Payment in full) **Estimate is based on projected uses and calculations provided by owner/consultant** 162,590.00$ 67,450.00$ (4) For multifamily structures (e.g., apartments, condominiums, mobile home communities), each individual unit shall be one (1) ERU. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to three hundred ten (310) gallons per day. For structures not listed in 327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the sewer capacity certification for the structure and three hundred then (310) gallons per day. (5) For customers with greater than twenty (20) ERUs as calculated pursuant to subsection (4) of this section, the ERU shall be adjusted based upon the Peaking Factor as computed herein. The Peaking Factor shall be calculated by dividing the Peak Daily Flow by the Average Daily Flow, both as reported in the sewer capacity certification. In no event will a Peaking Factor less than 2.0 be used for purposes of the adjustment described in this subsection. The Peaking Factor divided by 4.0 (the Peaking Factor for residential connections) will be multiplied by the number of ERUs for purposes of computing the system development charge owed by the customer. The City Board of Works may execute a contract with the customer authorizing an increase to the initial System Development Charge based upon actual usage data that is collected after connection. 230,040.00$ 207,036.00$ Estimate for System Development Charges Turtle Creek South Bend, IN (1) For purposes of this section "ERU" shall be defined as an equivalent residential unit which means a single family residence. For purposes of customers that are not single family residences, one (1) ERU shall equal estimated wastewater flows of three hundred ten (310) gallons per day. No customer will be less than one (1) ERU. There will be no partial ERU's. The City shall round down to the closest applicable ERU calculation at all times. (3) System development charges per ERU shall also be collected from existing customers undertaking activities producing a permanent increase in wastewater flow of greater than three hundred ten (310) gallons per day. This subsection shall not apply to an existing customer who has, by contract, purchased reserved capacity from the City so long as the customer's flows remain within the reserved capacity. A permanent increase shall be deemed to have occurred when the average flow rate for six (6) consecutive months exceeds the current flow rate by at least three hundred ten (310) gallons per day. Per the Ordinance of the Common Council of the City of South Bend, System Development Charges are summarized below from Sections 17-79 and 17-80: (2) Except as provided in Subsections (5) and (6) of this section, for every new connection to the South Bend Municipal Sewer Works, a system development charge of one thousand one hundred forty-five dollars ($1,145.00) shall be collected per ERU and additional portion thereof to be connected. All charges shall be billed by the City at the time the application for service is filed. Sec. 17-79. - System Development Charge for Wastewater inside and outside City limits. (2) Except as provided in Subsections (5) and (6) of this section, for every new connection to the South Bend Municipal Water Works, a system development charge of five hundred dollars ($500.00) shall be collected per ERU and additional portion thereof to be connected. All charges shall be billed by the City at the time the application for service is filed. (3) System development charges per ERU shall also be collected from existing customers undertaking activities producing a permanent increase in water flow of greater than three hundred ten (310) gallons per day. This subsection shall not apply to an existing customer who has, by contract, purchased reserved capacity from the City so long as the customer's flows remain within the reserved capacity. A permanent increase shall be deemed to have occurred when the average flow rate for six (6) consecutive months exceeds the current flow rate by at least three hundred ten (310) gallons per day. (a) The property owner may pay all charges in full prior to time the installation work is commenced. Prepayment of expenses in advance under this section shall entitle the owner to a ten (10 ) percent discount of the total charge. Sec. 17-85. - Methods of payment; prepayment with discount; installment plan. (6) Where a prospective customer seeks to connect a new structure on property which replaces a prior structure of a similar use what was located on the same property and which was connected to the South Bend Municipal Sewer Works, no system development charge will be collected. For instance, if the prior structure was a single family structure and the new structure is to be used as a multi-family structure, a system development charge, as contemplated herein this section, shall be charged. The Board of Public Works shall make the final determination of whether the new property structure is a similar use to the prior property structure for the purposes of this subsection. (4) For multifamily structures (e.g., apartments, condominiums, mobile home communities), each individual unit shall be one (1) ERU. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to three hundred ten (310) gallons per day. For structures not listed in 327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the water capacity certification for the structure and three hundred ten (310) gallons per day. (5) For customers with greater than twenty (20) ERUs as calculated pursuant to subsection (4) of this section, the ERU shall be adjusted based upon the Peaking Factor as computed herein. The Peaking Factor shall be calculated by dividing the Peak Daily Flow by the Average Daily Flow, both as reported in the water capacity certification. In no event will a Peaking Factor less than 2.0 be used for purposes of the adjustment described in this subsection. The Peaking Factor divided by 4.0 (the Peaking Factor for residential connections) will be multiplied by the number of ERUs for purposes of computing the system development charge owed by the customer. The City Board of Works may execute a contract with the customer authorizing an increase to the initial System Development Charge based upon actual usage data that is collected after connection. (6) Where a prospective customer seeks to connect a new structure on property which replaces a prior structure of a similar use what was located on the same property and which was connected to the South Bend Municipal Water Works, no system development charge will be collected. For instance, if the prior structure was a single family structure and the new structure is to be used as a multi-family structure, a system development charge, as contemplated herein this section, shall be charged. The Board of Public Works shall make the final determination of whether the new property structure is a similar use to the prior property structure for the purposes of this subsection. Sec. 17-80. - System Development Charge for Water inside and outside City limits. (1) For purposes of this section "ERU" shall be defined as an equivalent residential unit which means a single family residence. For purposes of customers that are not single family residences, one (1) ERU shall equal estimated water flows of three hundred ten (310) gallons per day. No customer will be less than one (1) ERU. There will be no partial ERU's. The City shall round down to the closest applicable ERU calculation at all times. EXHIBIT E CERTIFICATE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2016 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY Willis Towers Watson Midwest, Inc. c/o 26 Century Blvd P.O. Box 305191 Nashville, TN 372305191 USA Weis Builders, Inc. 7645 Lyndale Avenue South Ste 300 Minneapolis, MN 55423 Additional Named Insured: UND Property Owner, LLC. City of South Bend is included as an Additional Insured as respect to General Liability and Umbrella/Excess Liability. City of South Bend 227 W. Jefferson Blvd., Ste. 1316 South Bend, IN 46601 07/28/2022 1-877-945-7378 1-888-467-2378 certificates@willis.com Texas Insurance Company 16543 Navigators Specialty Insurance Company 36056 W25511269 A 2,000,000 50,000 2,000,000 4,000,000 4,000,000 Y TI22PWUP-01785-01 06/17/2022 12/17/2024 B 5,000,000 LA22FXSZ0BEG0IC 06/17/2022 12/17/2024 5,000,000 261318122887958SR ID:BATCH: Willis Towers Watson Certificate Center Page 1 of 1 BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: 9/6/2022 Name: Charlie Brach Department of Public Works – Engineering Division BPW Date: 9/13/2022 Phone Extension: Required Prior to Submittal to Board BPW Attorney X Attorney Name Clara McDaniels Dept. Attorney Attorney Name Purchasing Check the Appropriate Item Type – Required for All Submissions Professional Services Agreement Contract Proposal Open Market Contract Amendment/Addendum Special Purchase, QPA Bid Opening Bid Award Req. to Advertise Title Sheet Quote Opening Quote Award Reject Bids/Quotes Proposal Opening C/O & PCA No. PCA Chg. Order, No. Traffic Control Resolution Other: Utility Extension Agreement Ease./Encroach Required Information Company or Vendor Name UND Property Owner LLC New Vendor Yes If Yes, Approved by Purchasing No MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name Campus View Project Number DP21-061 Funding Source N/A Account No. PR/PO # N/A Amount N/A Terms of Contract N/A Special Contract Provisions N/A Purpose/Description Sewer and Water Extension Agreement for Campus View For Change Orders Only Amount of Increase Decrease $ ($ ) Previous Amount $ Current Percent of Change: Increase Decrease % ( %) New Amount $ Total Percent of Change: Increase Decrease % ( %) Time Extension Amount: New Completion Date: