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HomeMy WebLinkAboutSanitary Sewer & Water Extension Agreement & Title Sheet - Develop 1.79 Acres SE Howard – KRG Eddy Street Land III, LLC  ELIZABETH A. MARADIK GARY A. GILOT JORDAN V. GATHERS JOSEPH R. MOLNAR 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 July 13, 2021 Mr. Tom McGowen KRG Eddy Street Land III, LLC 30 S. Meridian St., Suite 1100 Indianapolis, IN 46204 tmcgowan@kiterealty.com RE: Sanitary Sewer & Water Extension Agreement Dear Mr. McGowen: At its July 13, 2021 meeting, the Board of Public Works approved the above referenced agreement to develop 1.79 acres located at the Southeast corner of Howard St. & Frances St. for an extension of municipal sanitary sewer & water to twenty-eight (28) single family homes. Enclosed please find a copy of the agreement for your records. If you have any further questions regarding this matter, please call this office at (574) 235-9251. Sincerely, /s/ Anne Fuchs Anne Fuchs, Clerk Enclosures AF/lh SANITARY SEWER AND WATER EXTENSION AGREEMENT This Sewer and Water Service Agreement (“Agreement”) is made on the 13th. day of July, 2021 by and between KRG Eddy Street Land III, LLC, an Indiana limited liability company (“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”). WHEREAS, the Owner intends to develop 1.79 acres located at the Southeast corner of Howard Street and Frances Street, within the City limits, for a twenty-eight (28) lot subdivision to be used for twenty-eight (28) single-family attached homes; and WHEREAS, in connection with the needs of Owner’s project, Owner plans to extend and make additions to existing sanitary sewer and water systems to serve 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.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 limited to: 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. 3.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. 4.Engineer’s Estimate The Owner has provided an Engineer’s Estimate (See Exhibit B, incorporated herein by reference and attachment) for the cost to construct the Dedicated Improvements, including but not limited to, excavation, pipe materials, and all other appurtenant materials, supplies and equipment, permit fees, backfill and bedding, pavement, curbs, sidewalks, signs, and restoration of the areas within the R.O.W. and municipal water and sewer easements. 5.Performance Bond         Owner shall provide the City with a performance bond for an amount equal to one hundred twenty–five percent (125%) of the construction cost covering all work performed or to be performed pursuant to this Agreement. 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 as Exhibit C. 6.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 covering all work performed or to be performed pursuant to this Agreement, and such bond shall remain in effect for three (3) years after dedication as described in Section 10 below. 7.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. 8.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. It is also understood by Owner and the City that water main and sanitary sewer constructed in previous phases shall be dedicated to 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. Additionally, prior to dedication, the following must be satisfied: 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 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. 9.System Development Charges Simultaneously with the execution of this Agreement, the Owner shall pay the City a sum of $40,824.00 (forty thousand, eight hundred twenty four 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 and additional portion thereof to be connected. 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. For customers with greater than 20 ERUs, 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 and water capacity certifications. In no event will a Peaking Factor less than 2.0 be used for purposes of the adjustment. 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 capital contribution owed by the customer. The City reserves the right to require an additional capital contribution should Owner’s flow rate exceed the predicted level. Such additional capital contribution will be based on the proportional share of Owner’s use of the City's water and/or sewer sanitary system. . 10.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. 11.Insurance Owner, or 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 understands and agrees the amount of insurance does not in any way limit liability under this agreement to $5,000,000. The Certificate of Insurance shall be provided concurrently with the execution of this Agreement and attached as Exhibit E. 12.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. 13.Material Breach In the event that 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 pursue its legal and equitable remedies. 14.Governing Law and Jurisdiction         This Agreement shall be construed and interpreted according to the laws of the State of Indiana 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. 15.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. 16.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. 17.Time Time is of the essence of this Agreement. 18.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.         19.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. (Remainder of page intentionally left blank)         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" KRG Eddy Street Land III, LLC . By: Printed: Title: 7KRPDV0F*RZDQ 3UHVLGHQW &KLHI2SHUDWLQJ2IILFHU         EXHIBIT A DEDICATED IMPROVEMENTS         CITY OF SOUTH BEND, INDIANA PREVAILING SPECIFICATIONS LATEST EDITION, TO BE USED WITH THESE PLANS. RECOMMENDATIONS OF CITY STAFF PLANS PREPARED BY:PLANS PREPARED FOR: BOARD OF PUBLIC WORKS TABLE OF CONTENTS STANDARD DRAWINGS PROJECT SEWER WATER TRAFFIC STREET OTHER JUNE, 2021 SHEET 1 OF 12 PROJECT LOCATION x x 06/20/21 6/21/21 7/1/2021 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X A A C C A A C B B B B B B TYP. D D C TYP. E E E E E E F F G G G G B B B B H I I I J G G G OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE C TYP. C TYP. C TYP. D 0 SCALE 1" =20' 20'40'60' “ ” INTERSECTION SURVEY, DESIGN AND IMPROVEMENTS BY CITY OF SOUTH BEND DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD STORM→→→→→→→OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE →→→→0 SCALE 1" =20' 20'40'60' “ ” DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD UGUG UGUGUGW W W GGWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W W W W WWWWWWWW W W W W W WSANSANSANSANSANSAN SANH A TYP. B D D C C C C E E E E E E F F F F F F G G GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS I SANSANSANSANSANOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE D D J TYP. A TYP. J TYP. T TEEE E E E E E E EEEED D D H H H H H H 0 SCALE 1" =20' 20'40'60' “ ” DESIGNATED AREA FOR ELECTRICAL CONDUIT RUNS. DESIGNATED AREA FOR ELECTRICAL CONDUIT RUNS. DESIGNATED AREA FOR NATURAL GAS LINE RUNS. DESIGNATED AREA FOR NATURAL GAS LINE RUNS.DESIGNATED AREA FOR NATURAL GAS LINE RUNS.DESIGNATED AREA FOR ELECTRICAL CONDUIT RUNS. DESIGNATED AREA FOR ELECTRICAL CONDUIT RUNS. DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD W WXXXXXXXX XSANSANOHEOHEOHETEESTORMWWW W W X X X X X X X XWWWOHEOHEE W X X X X X X X XSANSANOHEOHETEEE725730735740720725730735740720725730735740720725730735740720725730735740720 7257307357407200SCALE 1" =40'40'80'120'SCALE 1" = 5' VERT.DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(ARM) 1(PSM)1(PSM)1(PSM) 1(PSM)1(PSM)1(PSM)1(PSM)1(PSM) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(SSC) 1(PSM)1(PSM) 1(PSM)1(PSM)1(PSM)1(PSM)1(PSM)1(PSM)OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEE T TEEE E E E E E E EEEE0 SCALE 1" =20' 20'40'60' AND RECOMPACT SCARIFY TO 4" DEPTH VARIES SHRUB-PL 3" OF MULCH AT FINISH GRADE SET ROOT COLLAR SUBGRADE AS SPECIFIED PLANT MIXTURE BALLED AND SCARIFY TO 4" DEPTH AND RECOMPACT BURLAPPED SHRUBS OR CONTAINERED BARE ROOT OR CONTAINER SHRUBS NTS 1. DO NOT PRUNE EVERGREENS, EXCEPT TO REMOVE DEAD AND BROKEN 2. THIN BRANCHES AND FOLIAGE (NOT ALL BRANCH TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE (EXCEPT EVERGREEN). 3. REMOVE BURLAP FROM TOP 1/3 OF BALL, OR WITH CONTAINER PLANTS REMOVE POTS AND SPLIT BALLS AS SPECIFIED. BRANCHES NOTES: TREE-PL NOTES: SCARIFY TO 4" DEPTH AND RECOMPACT MOUND SOIL TO FORM SAUCER 1. PRUNE TO THIN AND SHAPE TREE CANOPY. SEE DRAWINGS SHRUB-PL VARIES 2" OF MULCH AT FINISH GRADE SET ROOT COLLAR SUBGRADE AS SPECIFIED SCARIFY TO 4" DEPTH PLANT MIXTURE BALLED ANDAND RECOMPACT BURLAPPED SHRUBS BARE ROOT OR CONTAINER SHRUBS NTS NTS 3" OF MULCH SEVERAL LOCATIONS CUT METAL BASKET IN FROM TOP SEE NOTES AND PLANT MIXTURE SPECIFICATIONS 1/3 OF BALL REMOVE BURLAP SEE NOTES AND SPECIFICATIONS ABOVE GRADE FOR PINES, TOP OF BALL AT 4" 1. DO NOT PRUNE EVERGREENS, EXCEPT TO REMOVE DEAD AND BROKEN 2. THIN BRANCHES AND FOLIAGE (NOT ALL BRANCH TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE (EXCEPT EVERGREEN). 3. REMOVE BURLAP FROM TOP 1/3 OF BALL, OR WITH CONTAINER PLANTS REMOVE POTS AND SPLIT BALLS AS SPECIFIED. BRANCHES NOTES: TREE-PL NOTES: SEE NOTES MOUND SOIL TO FORM SAUCER AND SPECIFICATIONS TREE WRAP 1. PRUNE TO THIN AND (SEE DETAIL) SHAPE TREE CANOPY. NTS 3" TO 4" OF MULCH SEVERAL LOCATIONS CUT METAL BASKET IN FROM TOP SEE NOTES AND PLANT MIXTURE SPECIFICATIONS 1/3 OF BALL REMOVE BURLAP SEE NOTES AND SPECIFICATIONS GENERAL LANDSCAPE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL PRIVATE AND PUBLIC ON SITE UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL SITE CONDITIONS WHICH MAY EFFECT THE LANDSCAPE PLANT MATERIALS AND SITE AMENITY INSTALLATION. CONTRACTOR ALSO MUST NOTIFY LANDSCAPE ARCHITECT OF CONDITIONS THAT MAY BE DETRIMENTAL TO HEALTHY PLANT DEVELOPMENT, OR MAY CAUSE VOID TO PLANT WARRANTY. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL LANDSCAPE MATERIALS IN ACCORDANCE WITH THE LATEST EDITION OF THE "USA STANDARD FOR NURSERY STOCK", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERY MEN, INC. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR A MINIMUM OF (1) YEAR GUARANTEE FOR ALL PLANT MATERIALS FROM THE DATE OF SUBSTANTIAL COMPLETION. ANY DEAD PLANT MATERIALS SHALL BE REPLACED WITH MATERIAL EQUAL IN SIZE AND QUALITY AS LISTED IN THE MASTER PLANT LIST. ALL COST FOR REPLACING PLANT MATERIALS WITHIN THE GUARANTEE PERIOD WILL BE AT THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER WORK DISCIPLINES TO ENSURE NO CONFLICT BETWEEN WORK TYPES. 6. ALL DECIDUOUS TREES AND EVERGREEN TREES SHALL BE BALLED AND BURLAP UNLESS OTHERWISE NOTED. 7. ALL SHRUBS MAY BE CONTAINER GROWN OR BALLED AND BURLAP. 8. THE CALIPER SIZE LISTED ON THE MASTER PLANT LIST INDICATES THE DIAMETER OF THE TRUNK TAKEN AT 6" ABOVE THE GROUND LEVEL. 9. SPACE PLANT MATERIALS AS INDICATED ON MASTER PLANT LIST OR PER PROPER HORTICULTURAL METHODS. 10. CONTRACTOR SHALL PROVIDE A TWO YEAR STRAIGHTENING GUARANTEE IN LIEU OF STACKING AND GUYING TREES. 11. CONTRACTOR SHALL VERIFY QUANTITIES OF PROPOSED PLANT MATERIALS AND SITE AMENITIES SHOW ON THE MASTER MATERIALS LIST AND PLANS. IF A DISCREPANCY APPEARS, THE ACTUAL COUNT ON THE PLANS SHALL PREVAIL. 12. KEEP BALLED AND CONTAINER PLANT MATERIAL WATERED UNTIL THEY ARE PLANTED. IF PLANTS CANNOT BE PLANTED IMMEDIATELY, THEY SHOULD BE HEELED IN AND COVERED WITH MULCH UNTIL TIME OF PLANTING. 13. CONDUCT SOILS TEST TO VERIFY FERTILITY OF TOPSOIL. AMEND SOIL IF PH IS LESS THAN 5.0 OR GREATER THAN 7.5. MAKE OTHER ADJUSTMENTS AS SOIL ANALYSIS INDICATES. ALL FINE GRADE SOIL PREPARATION OF PLANTINGAND LAWN AREAS SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE SPECIFIED . 14. TOPSOIL DEPTH TO BE A MINIMUM OF 6" IN ALL PLANTING BEDS AND 3" IN LAWN AREAS. GENERAL CONTRACTOR IS TO SUPPLY TOPSOIL TO THESE STANDARDS AND PROVIDE FINISH GRADE. LANDSCAPE CONTRACTOR TO PROVIDE FINAL GRADE FOR SEED APPLICATION AND PLANT MATERIAL INSTALLATION. TOPSOIL TO BE CLEAN FRIABLE LOAM FROM LOCAL SOURCE AND FREE FROM STONES AND DEBRIS OVER 3/4" IN DIAMETER. TOPSOIL MUST BE FREE FROM TOXINS AND HERBICIDES. 15. LANDSCAPE BEDS SHALL BE DEFINED BY COMMERCIAL GRADE 5" BLACK VINYL EDGING, PRODUCED BY AN ESTABLISHED MANUFACTURER OR APPROVED EQUAL. 16. LANDSCAPE BEDS TO RECEIVE 3"- 4" INDUSTRY STANDARD SHREDDED HARDWOOD BARK MULCH. 17. ALL TREES NOT INCORPORATED INTO THE LANDSCAPE BEDS ARE TO RECEIVE A 3' RADIUS MULCH RING, 3" DEEP. 18. APPLY PRE-EMERGENT HERBICIDE TO ALL LANDSCAPE BEDS PRIOR TO MULCHING. 19. HYDROSEED: INSTALL HYDROSEED PER COMMON INDUSTRY STANDARDS WHERE INDICATED ON PLANS. SEED MIXTURE: 37.50% PERENIIAL RYE 31.00% KENTUCKY BLUE 31.50% CREEPING RED FESCUE 20. ALL LANDSCAPE & LAWN AREAS SHALL BE 100% IRRIGATED. IRRIGATION CONTRACTOR SHALL INSTALL ALL REQUIRED IRRIGATION STRUCTURES, PIPES, TAPS, VALVES, WIRING, BACK FLOW PREVENTERS, METERS, ETC. ALL UNDER PAVEMENT SLEEVES SHALL BE COORDINATED AND INSTALLED PRIOR TO PAVEMENT INSTALLATION BY THE SITE CONTRACTOR. ALL IRRIGATION PLANS ARE TO BE DESIGN BY A CERTIFIED IRRIGATION DESIGNER AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION. “ ” DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD 2(BOX) 7(DAY) 4(LPS) 7(DAY) 2(BOX) 6(LPS) 2(BOX) 5(LPS) 2(BOX) 2(BOX) 4(LPS) 3(BOX) 1(CRA) 60(AJU) 10(HOS) 2(BOX) 9(HOS) 4(AZA) 50(PAC) 5(HOS) 2(BOX)2(BOX) 4(AZA) 5(HOS) 35(PAC) 2(BOX) 2(BOX) 3(RHO) 3BOX) 2(BOX) 3(RHO) 2BOX) 4(RHO) 5(HOS) 2(BOX)2(BOX) 5(HOS) 4(AZA) 2(BOX) 11(HOS) 35(PAC) 2(BOX) 11(HOS) 4(AZA) 2(BOX) 80(PAC) 10(HOS) 3(BOX) 10(HOS) 16(PAC) 8(VIB) 3(TAX) 4(LPS) 3(TAX) 5(LPS) 2(BOX) 7(DAY) 7(DAY) 2(BOX) 5(LPS) 3(YEW) 8(VIB) 3(TAX) 4(LPS) 3(BOX) 9(DAY) 2(BOX) 9(DAY) 60(AJU)5(DAY) 4(GFS)2(BOX) 2(BOX)4(GFS) 2(BOX) 2(BOX) 5(DAY)5(DAY)48(AJU) 3(NFS) 3(BOX) 3(NFS) 2(BOX) 2(BOX) 4(NFS) 2(BOX) 2(BOX) 14(DAY)5(DAY)48(AJU) 4(GFS) 2(BOX)2(BOX) 4(GFS) 2(BOX) 9(DAY)9(DAY)9(DAY) 60(AJU) 3(BOX) 10(DAY) 60(AJU) 1(CRA) 4(LPS) 2(BOX) 2(BOX) 5LPS) 2(BOX) 6(LPS) 2(BOX) 4(LPS)7(DAY) 2(BOX) 7(DAY) OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS)3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 0 SCALE 1" =10' 10'20'30' “ ” DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD 2(BOX) 7(DAY) 4(LPS) 7(DAY) 2(BOX) 6(LPS) 2(BOX) 5(LPS) 2(BOX) 2(BOX) 4(LPS) 3(BOX) 1(CRA) 60(AJU) 8(VIB) 3(TAX) 4(LPS) 3(TAX) 5(LPS) 5(LPS) 3(YEW) 8(VIB) 3(TAX) 4(LPS) 3(BOX) 10(HOS) 10(HOS) 2(BOX) 4(AZA) 2(BOX) 60(PAC) 5(HOS) 2(BOX) 4(AZA) 5(HOS) 45(PAC) 5(HOS) 2(BOX)2(BOX) 4(RHO) 2(BOX)2(BOX) 3(RHO) 3(BOX)3(RHO) 14(HOS) 2(BOX)2(BOX) 4(AZA) 5(HOS)45(PAC) 2(BOX) 60(PAC)5(HOS) 8(HOS) 4(AZA) 2(BOX)3(BOX) 10(HOS) 1(CRA) 4(LPS) 2(BOX) 2(BOX) 6(LPS) 2(BOX) 6(LPS) 2(BOX) 4(LPS)7(DAY) 2(BOX) 7(DAY) 1(CRA) 60(AJU) 9(DAY) 2(BOX) 4(GFS) 2(BOX) 9(DAY) 9(DAY) 2(BOX) 4(GFS) 2(BOX) 9(DAY)9(DAY) 2(BOX) 4(GFS)2(BOX) 9(DAY)9(DAY) 2(BOX) 4(GFS) 2(BOX) 9(DAY) 9(DAY) 2(BOX)4(NFS) 9(DAY) 9(DAY) 2(BOX) 2(BOX)3(NFS) 3(BOX) 9(DAY) 7(DAY) 3(NFS) 2(BOX) 9(DAY) 3(BOX) 9(DAY) 60(AJU) 2(BOX) 2(BOX) 7(DAY) 7(HOS) 5(HOS) 3(HOS)OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS)3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 3(HOS) 4(HOS) 0 SCALE 1" =10' 10'20'30' “ ” DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD ASPHALT PAVEMENT (SITE)1 1 1/2" 2" 11 1/2" 8" STANDARD CURB2 OUTLET PIPE VARIES INSIDE DIAMETER PRE-CAST CONCRETE CATCH BASIN3 (SITE) (SITE) DEPTH SOCKET TYPICAL CLEAN-OUT4 BIKE RACK5 DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD 1 DocuSign Envelope ID: 45B90E02-8953-4803-A377-638ADC3005BD EXHIBIT B ENGINEER’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stimate Provided On: 5/3/2021 Estimate Provided By: C. Brach Values Unit Type Multi-Family Dwelling # of Unit Types 28 units Estimated Flow (gpd) for Multi-Family Dwelling 310 per unit Estimated Total Flow for Multi-Family Dwelling 8680 gpd Estimated Total Flow for Eddy Street Phase III Townhomes 8680 gpd ERU calculation 28.000 ERU ERU rounddown 28 ERU Sewer SDC Calculation ($1145 per ERU) Water SDC Calculation ($475 per ERU) Estimated Amount Due for Eddy Street Phase III Townhomes Estimated 10% Discounted Total (Payment in full) **Estimate is based on projected uses and calculations provided by owner/consultant** 32,060.00$ 13,300.00$ (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. 45,360.00$ 40,824.00$ Estimate for System Development Charges Eddy Street Phase III Townhomes 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. (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. (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. 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.         (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 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.         EXHIBIT E CERTIFICATE OF INSURANCE         6HHEHORZ RE: Eddy Street Commons - 1233, 1234 & 1251 N. Eddy Street, South Bend, IN 46617 Additional Named Insureds: KRG Eddy Street Commons, LLC & Eddy Street Commons at Notre Dame Master Association, Inc. KITEREA1 3/8/2021 Tim Baumann Commercial Lines - (404) 923-3700 470.875.0517 610-537-1929 USI Insurance Services LLC tim.baumann@usi.com 1 Concourse Parkway NE, Suite 700 Atlanta, GA 30328 Endurance Assurance Corporation 11551 Sompo America Insurance Company 11126 Kite Realty Group Trust Markel American Insurance Company 28932 30 S. Meridian St.,Navigators Insurance Company 42307 Suite 1100 Indianapolis, IN 46204 15313255 XA GGR10012604103 1,000,00003/01/2021 03/01/2022 X 1,000,000 Excluded 1,000,000 2,000,000 X 2,000,000 B ADVS1127B0 03/01/2021 03/01/2022 1,000,000 X X X X XC MKLM6MM70000289 03/01/2021 03/01/2022 10,000,000 10,000,000 X 10,000 B WCDS1050Y0 03/01/2021 03/01/2022 X 1,000,000 N 1,000,000 1,000,000 D Excess - $15M xs $10M GA21EXRZ042PGIV 03/01/202103/01/2021 03/01/2022 Excess - $15M xs $10M (This certificate replaces certificate# 15304287 issued on 3/3/2021) City of South Bend Department of Public Works, Engineering Division 227 W Jefferson Blvd., Suite 1316 South Bend, IN 46601         BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 7/6/2021 Department Engineering Name Kyle Silveus Phone Extension BPW Date 7/13/2021 Phone Extension - Review and Approval Required Prior to Submittal to Board Diversity Compliance and Inclusion Officer Officer Name BPW Attorney 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. Resolution Chg. Order, No. Traffic Control Ease./Encroach Other: Sanitary Sewer and Water Extension Agreement Ease./Encroach Required Information Company or Vendor Name N/A New Vendor Yes If Yes, Approved by Purchasing No C MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name Eddy St. Phase III Townhomes Project Number DP20-060 Funding Source N/A Account No. N/A Amount N/A Terms of Contract N/A Purpose/Description Owner intends to develop 1.79 acres located at the SE corner of Howard St. and Frances St., within the city limits. This agreement outlines terms for the extension of municipal sanitary sewer and water to serve 28 single- family attached homes 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: