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Home My WebLink AboutWater & Sewer Extension Agreement - Woodhaven Hills DP25-005 - Allen Edwin Homes January 27, 2026 Mr. John Lovely Allen Edwin Homes 2186 E. Centre Avenue Portage, MI 49002 jlovely@allenedwin.com RE: Water & Sewer Extension Agreement Dear Mr. Lovely: At its January 27, 2026 meeting, the Board of Public Works approved the above referenced agreement for the water and sewer extension which will be dedicated to the city upon completion for the Woodhaven Hills Subdivision. Please find enclosed the agreement. Kindly sign and return it to hhorvath@southbendin.gov and retain a copy for your records. If you have any further questions, please call this office at (574) 235-9251. Sincerely, /s/ Hillary Horvath Hillary Horvath, Clerk SEWER AND WATER SERVICE AGREEMENT This Sewer and Water Service Agreement (“Agreement”) is made on the _27_ day of _January_, 20_26_ by and between Allen Edwin Homes (“Owner”), 2186 E Centre Street, Portage, MI, 49002, 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 0.78 of acres located east of Irvington Drive & Emerson Forest Parkway for a residential subdivision that includes 5 housing units across 5 parcels, some of which require extensions of public utilities; WHEREAS, Owner plans to extend and make additions to existing water and sanitary sewer 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.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 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. 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 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, construction engineering, 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 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. 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 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 9 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. 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 test results in accordance with City Standards, prevailing specifications, and City Engineering direction. At a minimum, required tests are: i. Water: coliform test, hydrostatic pressure test, and hydrant flow test for water ii. Sewer: sewer leakage test (hydrostatic or air test), mandrel deflection test, and negative air pressure test (for manholes) f. Owner must provide televising DVDs of the Sewer per the City of South Bend Construction Standards and Specifications 4-4.2. g. 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 9 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 $8,100 (eight thousand, one-hundred dollars and 00/100) for access to the City’s water and sewer sanitary systems set forth as Exhibit D. A 10% discount is to be applied to the payment when paid as a lump sum. For purposes of this section of the Agreement, an equivalent residential unit (“ERU”) shall mean a single residential unit. 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. 11. Waiver of Remonstration Owner agrees to waive its right to remonstrate and hereby consent to annexation. Further, Owner agrees to execute a petition of annexation upon request by the City. 12. 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. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 18. 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. 19. Time Time is of the essence of this Agreement. 20. 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. 21. 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" "CITY" CITY OF SOUTH BEND INDIANA BY AND THROUGH ITS BOARD OF PUBLIC WORKS By: ______________________________ Printed: Elizabeth A. Maradik, President Title: _____________________________ Joseph R. Molnar, Vice President _____________________________ Breana N. Micou, Member _____________________________ Gary A. Gilot, Member _____________________________ Murray L. Miller, Member ATTEST: _____________________________ Hillary Horvath, Clerk January 27, 2026 EXHIBIT A DEDICATED IMPROVEMENTS 09/29/2025 24-2170WOODHAVEN HILLSMAJOR SUBDIVISIONSECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSK SDR RADPROJECT:DATE: SHEET NO. ACI JOB # DRAWN BY: DESIGNED BY: PM REVIEW: SEAL: SIGNATURE: SCALE:SHEET TITLE:QA/QC REVIEW: DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 COVER.DWG COVER SHEET RICHARD DAVILA 10.23.2025 8:28 AMRADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land SurveyingBenton HarborValparaisoSouth BendHobartGoshenKalamazooFort WayneGrand HavenLafayetteGrand Rapids315 W. Jefferson BoulevardSouth Bend, IN 46601T 574.232.8700F 574.251.4440abonmarche.com1 REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEW BY: RAD 09/29/2025 09/29/2025 AIDIN N A T STATE OF No. PE19900163REGISERE D PINKYDS.RA L ON LASSE F ORP I INE G EERNCALL 811 OR (800) 382-5544 24 HOURS A DAY, SEVEN DAYS A WEEK Know what's below. Call before you dig. R UTILITY INFORMATION UTILITY LOCATIONS ARE TAKEN FROM SUBSTANTIAL ABOVE GROUND EVIDENCE AND APPROXIMATED FROM RECORD AS-BUILTS MADE AVAILABLE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, HYDRANTS, VALVES, UTILITY PEDESTALS AND BOXES, AND MARKS/FLAGS SET ON THE GROUND SURFACE BY OTHERS). PIPE INVERTS HAVE BEEN MEASURED WITH AS MUCH ACCURACY AS CAN BE ACHIEVED WITHOUT CONFINED SPACE ENTRY. CAUTION, THERE MAY BE OTHER UTILITIES EXISTING BELOW GROUND THAT WERE NOT MARKED BY OTHERS NOR HAVE VISIBLE ABOVE GROUND EVIDENCE. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND DEPTHS OF ALL UTILITIES AND PIPING AS NECESSARY PRIOR TO ANY AND ALL CONSTRUCTION. CONTACT ENGINEER IF ANY DISCREPANCIES DISCOVERED. AS NOTEDCOVER SHEETC0.0SR 23SR 23 IRELAND ROAD IRELAND ROAD EWING AVENUE LOCUST ROADGERTRUDE STREETOLIVE STREETSR 23 EWING AVENUE LOCUST ROADGERTRUDE STREETOLIVE STREETU S 3 1 (NOT TO SCALE) LOCATION MAP (NOT TO SCALE) VICINITY MAP SHEET INDEX C0.0 COVER SHEET C1.0 TYPICAL SECTIONS C2.0 PRIMARY PLAT C3.0-C3.2 PRELIMINARY MASTER GRADING, DRAINAGE AND UTILITY PLAN C4.0 PHASING PLAN C5.0 SECONDARY PLAT C6.0 - C6.1 PLAN AND PROFILES C7.0 GRADING PLAN C8.0 - C8.3 STORMWATER POLLUTION PREVENTION PLAN AND DETAILS C9.0 - C9.2 CONSTRUCTION DETAILS UTILITY CONTACTS Water & Sewer City of South Bend 1316 County City Building 227 W. Jefferson Blvd. South Bend, IN 46601 Contact: Tara Bussell tbussell@southbendin.gov (574)235-9254 Electric AEP 2929 Lathrop St. South Bend, IN 46628 Contact: Brent Schoenleber bpschoenleber@aep.com (574)283-1885 Traffic & Lighting City of South Bend 1316 County City Building 227 W. Jefferson Blvd. South Bend, IN 46601 Contact: Coby Deal cdeal@southbendin.gov (574)245-6001 Communications Choicelight 130 S. Main St. #275 South Bend, IN 46601 Contact: Brandon Liggett bliggett@choicelight.org (574)968-5342 Cable Comcast 1920 E. McKinley Highway Mishawaka, IN 46545 Contact: Rhonda Dalton rhonda_dalton@comcast.com (224)229-5863 Telephone AT&T 302 S. East St. Crown Point, IN 46307 Contact: Matt Smith MS2827@att.com (219)662-4418 Gas NIPSCO 1039 Pennsylvania St. South Bend, IN 46601 Contact: Jonathan Erdahl jonathanerdahl@nisource.com (574)312-1592 ABONMARCHE 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614 PROJECT SITE SITE CONSTRUCTION PLANS FOR: WOODHAVEN HILLS SUBDIVISION, SECTION 1 PROJECT SITE OWNER / DEVELOPER WOODHAVEN, LLC 14009 JEFFERSON BLVD, SUITE C MISHAWAKA, IN 46545 CONTACT: JOHN LOVELY (269) 391-0542 SURVEYOR / CIVIL ENGINEER Part of the NE Qtr of Section 22, T-37-N, R-2-E, Portage Township, St. Joseph County, Indiana FULL DEPTH SECTIONLine 'E' - Sta. 58+83.19 to Sta. 59+22.91Scale: 1/4" = 1'-0"Profile GradeLine "E" &℄ Construction1.5%12.0'Varies*2.0'1.5%1.5%2.0'1.5%1.5%5.0'5.0'5.0'5.0'Varies from 12.0' to 12.4'FULL DEPTH SECTIONLine 'E' - Sta. 59+43.14 to Sta. 59+53.17Scale: 1/4" = 1'-0"Profile GradeLine "E" &℄ Construction1.5%4.7'Varies*2.0'1.5%1.5%1.5%5.0'5.0'Varies from 12.3' to 12.1'FULL DEPTH SECTIONLine 'D' - Sta. 85+83.4 to Sta. 87+23.28Scale: 1/4" = 1'-0"Profile GradeLine "D" &℄ Construction1.5%Varies*Varies**2.0'1.5%1.5%2.0'1.5%1.5%5.0'5.0'5.0'5.0'Varies from 12.2' to 12.6'Varies from 11.9' to 11.8'09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 TYP.DWG TYPICAL SECTIONS RICHARD DAVILA 9.29.2025 11:49 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N LEGENDConcrete Sidewalk, 4"Tree LawnFull Depth Asphalt Pavement1.5" HMA Surface2.5" HMA Intermediate4" HMA Base6" Compacted Aggregate No. 53Combination Curb and Gutter (See Construction Details)FLK15TYPICAL SECTIONS1" = 40'C1.0K15LLLL1515KKKKKFFFF 5763646162SA>>>>>>>>>>>>>>>>SA>>>>>>>>>>>>>>>>>>WWWWSWSWSWSWSWSSSSSSSSSSSSSSSSSSSSSSSSSWSA>>>>>>>>>>>>>>WWWWWWWWSA>>>>>>>>>>>>>>>>>>>>WSWSWSWSSSSSSSSSWSWSWS6968676665TBM ECUT "X" ON SOUTHWEST BOLT OFFIRE HYDRANTELEV.=779.00CP 54SET MAG NAILN.=2330936.2575E.=160524.6790ELEV.=781.35EX. STORM STR.RIM 777.0512" IE (N) 770.2712" IE (W) 770.0012" IE (SE) 770.5357+0058+0059+0060+0061+00Begin ProjectSta. 58+74.19 "Line 'E'"N:2,330,776.77E:160,553.64End ProjectSta. 61+95.59 "Line 'E'"N:2,331,098.17E:160,553.54SMAGSMAGSTMHSMHCBCBWWSMHLPECTFOCFOCCBMBWWGASGASGASGASGASGASGASGASUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTELELGASELELELELELGAS GASUTUTUTUTUTUTUTUTUTUT UTGASGASGASGASGASGASGASGASGASGASGAS785790782783784786787788789791792793794>>>>>>>>>>>>>>>>>>>>WWWWWWWWWWWWWWWWWWWWWWWCBCBSAIE(S):771.92IE(W):771.59Rim:782.55Existing San. MHStr. 100128 LF - 8" PVC SDR 35 @3.50%IE(N):776.41IE(S):776.51Rim:786.14San. MH Type IStr. 10113 LF - 8" PVC SDR 35 @3.50%SAIE(E):769.40Ex. IE(N):766.09Rim:776.43Existing San. MHAdd Exterior DropStr. 102EX. STORM STR.RIM 783.0612" IE (E) 780.41(Field Verify)EX. STORM STR.RIM 783.4012" IE (W) 780.2812" IE (N):772.89(Field Verify)EX. STORM STR.RIM 778.912" IE (NW) 771.1212" IE (S) 771.22(Field Verify)>>>>>>>>>>>>>>>>>>>>> 86+00 87+00147 LF - 8" PVC SDR 35 @1.50%IE(W):771.60Rim:782.40San. MH Type IStr. 10376577077578078579079580058+0058+5059+0059+5060+0060+5061+0061+5062+00790.7789.3785.9785.67 784.0 783.99 782.8 782.69 781.6 780.7 778.4 IE(N):776.41IE(S):776.51Rim:786.14San. MH Type IStr. 101128 LF - 8" PVC SDR 35 @3.50%13 LF - 8" PVC SDR 35 @3.50%IE(S):771.92Ex. IE(W):771.59Rim:782.55Existing San. MHStr. 100IE(E):769.40Ex. IE(N):766.09Rim:776.43Existing San. MHStr. 102-4.43%-2.76%Begin ProjectSta. 58+76.78Elev. 788.55End ProjectSta. 61+95.59Elev. 776.14EX. STORM STR.RIM 777.0512" IE (N) 770.2712" IE (W) 770.0012" IE (SE) 770.53EX. STORM STR.RIM 783.4012" IE (W) 780.2812" IE (N):772.89(Field Verify)EX. STORM STR.RIM 778.912" IE (NW) 771.1212" IE (S) 771.22(Field Verify)167 LF - 12" Ex. Stm. @1.00%41 LF - 12" Ex. Stm. @1.45%76577077578078579079580062+0009/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 PLAN AND PROFILES.DWG PLAN AND PROFILE LINE 'E' STA 58+83.2 TO E.O.P. RICHARD DAVILA 9.29.2025 11:50 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N02040( IN FEET )101 inch = 20 ft.HORZ:VERT:PLAN AND PROFILE LINE 'E' STA 58+83.2 TO E.O.P.1" = 20'1" = 5'C6.0Ronnie and Laquisha Jackson2703 Emerson Forest Pkwy.EMERSON FOREST PARKWAYIRVINGTON DR. DOWNING CIRCLE CALICO COURT EMERSON FOREST PARKWAYExist 8" Water MainExist 8" Water MainExist 8" Water Main Exist 8" Sanitary SewerExist 12" Storm SewerE x i s t 1 2 " S t o rm S ew e r Exist 8" Sanitary Sewer Exist 8" Water Main15' Public Drainage, Utility &Roadway Maintenance Easement15' Public Drainage, Utility & Roadway Maintenance Easement Exist. R/WExist. R/WExist. R/WExist. R/WExist. R/W Exist. R/W Exist. R/WProp. R/WProp. R/W15' Public Drainage, Utility &Roadway Maintenance EasementPL PL PL PL (Asph)(Grass)(Asph)(Asph)(Asph)(Asph)(Asph)(Conc.)(Conc.)(Conc.)(Conc.)(Conc.)(Conc.)(Conc.)(Grass)(Grass)(Grass)(Gr a s s ) (Gra s s )(Grass)(Asph)PL PL PL PL Exist 12" Storm SewerExist 12" Storm Sewer1" Type K Copper Water Service (Typ.)6" Sanitary Service (Typ.)Existing 6" Sanitary Service(Cap and Plug)Existing 6"Sanitary ServiceExisting 1"Water Service1" Type K Copper Water Service (Typ.)(If existing service cannot be utilized)Remove and Relocate Existing Fire HydrantAssembly to Sta. 58+83.2, 16.5' Lt., Line 'E'8" x 6" Tee8" PlugRemove Existing Plug40 LFT - 8" DI Water MainFuture 8" Water MainPROPOSED FEATURES LEGENDConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsCombination Curb and Gutter, See ConstructionDetailsDetectable Warning SurfaceStreet LightFHK15FL13FFRelocated Fire Hydrant AssemblySta. 58+88.2, 16.5' Lt.Sonja Jacobs Owens2115 Irvington Dr.Eric & Geralyn M. HW. Banda2629 Emerson Forest Pkwy.Jerome D. Brunson2628 Emerson Forest Pkwy.FPL Begin Pavement Full Depth ReplacementSta. 58+83.2, 0.0' Rt, Line 'E'End Pavement Full Depth ReplacementSta. 60+20.35, 0.0' Rt, Line 'E'R/W to be vacated Exist 8" Water Main8" PlugHFuture Development Future Development Future DevelopmentPPGAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYMEUNDERGROUND ELECTRICUNDERGROUND GASUNDERGROUND TELE-COMMUNICATIONUNDERGROUND WATERUNDERGROUND GEOTHERMALUNDERGROUND FIBER-COMMUNITCATIONUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPECBEFDCLPHHSMHTTLPICVGMGUTILELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGNUTWHVCFOCOHUELGASSET CAPPED REBAR "ABONMARCHE CONTROL POINT"EXISTING FEATURES LEGENDSCIBOLE PANELMEFMAGSXSMAGSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METER15151515KK8" DIP Water MainExist. 8" Water Main8" DIP Water Main8" DIP Water Main15' Public Drainage, Utility &Roadway Maintenance Easement6" Sanitary Service (Typ.)Field Verify Existing 1" Water Service Location -If within Lot 67 limits, it may be re-used.If it is on Lot 68 property, cap and plug existing service.15HNOTES1.Each individual proposed driveway curb cut will requirea Right-of-Way Permit from the City of South Bend.11 1>>>>>>SSSSSSSSWWSA>>>>>>>>>>>>>>>>>>>>WSWSWSWS6961+00 SMAGSTMHSMHCBCB WWFOCFOCUTELELGASELELELELELGASGASUTUTUTUTUTUTUTUTUTUT GASGASGASGASGASGASGASGASGASGASGAS>>>>>>>>>>WWWWWWWWWWWWCBSA IE(E):769.40Ex. IE(N):766.09Rim:776.43Existing San. MHAdd Exterior DropStr. 102>>>>>>>>86+0087+00EX. STORM STR.RIM 777.0512" IE (N) 770.2712" IE (W) 770.0012" IE (SE) 770.53EX. STORM STR.RIM 778.912" IE (NW) 771.1212" IE (S) 771.22(Field Verify)Begin ProjectSta. 85+74.93 "Line 'D'"N:2,331,087.30E:160,702.38End ProjectSta. 87+28.77 "Line 'D'"N:2,331,087.25E:160,548.54147 LF - 8" PVC SDR 35 @1.50%IE(W):771.60Rim:782.40San. MH Type IStr. 10376577077578078579079580085+5086+0086+5087+0087+50787.3787.28781.7781.68779.6779.61 777.6 777.65 IE(W):771.60Rim:782.40San. MH Type IStr. 103147 LF - 8" PVC SDR 35 @1.50%IE(E):769.40Ex. IE(N):766.09Rim:776.43Existing San. MHAdd Exterior DropStr. 102Begin ProjectSta. 85+74.93Elev. 782.40End ProjectSta. 87+28.77Elev. 776.4876577077578078579079580062+0009/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 PLAN AND PROFILES.DWG PLAN AND PROFILE 'D' STA 85+74.9 TO E.O.P. RICHARD DAVILA 10.9.2025 8:35 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N02040( IN FEET )101 inch = 20 ft.HORZ:VERT:PLAN AND PROFILE 'D' STA 85+74.9 TO E.O.P.1" = 20'1" = 5'C6.1DOWNING CIRCLEEMERSON FOREST PARKWAY Exist 8" Water Main Exist 8" Water MainExist 8" Sanitary Sewer Exist 12" Storm Sewer Exist 12" Storm Sewer15' Public Drainage, Utility &Roadway Maintenance EasementExist. R/W Exist. R/W Exist. R/WExist. R/WExist. R/WExist. R/WPL ( G r a s s ) (Asp h ) (Asph)(Asph)(C o n c . ) ( C on c . ) (Conc.) ( C o n c . )(Grass)(G r a s s )(Grass)(Grass)(Grass)6" Sanitary Service (Typ.)FSonja Jacobs Owens2115 Irvington Dr.Eric & Geralyn M. HW. Banda2629 Emerson Forest Pkwy.Jerome D. Brunson2628 Emerson Forest Pkwy.Exist 8" Water MainHFuture Development PROPOSED FEATURES LEGENDConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsCombination Curb and Gutter, See ConstructionDetailsDetectable Warning SurfaceStreet LightFHK15PPGAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYMEUNDERGROUND ELECTRICUNDERGROUND GASUNDERGROUND TELE-COMMUNICATIONUNDERGROUND WATERUNDERGROUND GEOTHERMALUNDERGROUND FIBER-COMMUNITCATIONUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPECBEFDCLPHHSMHTTLPICVGMGUTILELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGNUTWHVCFOCOHUELGASSET CAPPED REBAR "ABONMARCHE CONTROL POINT"EXISTING FEATURES LEGENDSCIBOLE PANELMEFMAGSXSMAGSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERF15FKKExist. 8" Water MainProposed Fire Hydrant AssemblySta. 85+79.5, 16.4' Rt.1" Type K Copper Water Service (Typ.)11 696867666564 78 79 807677 SA>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 81 >>>>>>>>>>> > > > > >WSWSWSWSWSWSSS SS SS SSSSSSSSSSSSSSSSSS WWWWWWWSA>>>>W SA>>>>>>>>>>>>>>>>>>>>WS WS WS WSSSSSSSSSWSWSWSSMAG SMAGSTMHSMHWWTECSMHSMHLPECTFOC FOCCBMBWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUTUTUTUTUTUTUTUT UTUTU T UTUTUTUTUTUTUTUTUTUTUTUT EL EL GASEL EL EL EL EL UT UT UTUTUTUT UT UTUTGASGASGASGASGASGASGASGASGAS GAS CUT "X" ON SOUTHWEST BOLT OFFIRE HYDRANTELEV.=779.00CP 54SET MAG NAILN.=2330936.2575E.=160524.6790ELEV.=781.35785 79 0 795 800 782 783784 786 787 78 8 78 9 79 1 79 2 793 794 796 797 798 799 801 775 773774776780778779STORM STR.RIM 777.0512" IE (N) 770.2712" IE (W) 770.0012" IE (SE) 770.53>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WWWWWWWWWWWWWW W W W W W W W W W W W W WSTORM STR.RIM 783.0612" IE (E) 780.41(Field Verify)CBCBSTORM STR.RIM 783.4012" IE (W) 780.2812" IE (N):772.89(Field Verify)STORM STR.RIM 778.912" IE (NW) 771.1212" IE (S) 771.22(Field Verify)79179078978878 7 78 6 7 9 5 7 9 4 793 792 791 790790 7897887 8 7 7 8 7 7 8 6 78 5 78 4 7 8 3 7 8 2 781780 7 7 9 782 782783 783 784785786787788789 782 78 1 7 8 0779778777 783 784 785 787 789 790 792 78 5 786 787 788 789 790 791 792793794 788 790 792 791.92*792.76*793.95*794.62*795.29*793.61*W:786.62W:786.69W:786.62W:786.69784.88*784.97*W:784.85W:784.92W:782.58W:782.66W:782.23W:782.13W:782.20W:782.30W:778.99W:778.97W:779.31W:779.28W:780.93W:782.88W:782.96W:781.00CL:782.35782.18*782.24*777.12*779.19*777.12*775.99*776.48*780.50*780.91*780.88*778.33*777.80*779.19*779.66*779.73*779.27*779.17*779.76*782.25*782.41*782.24*783.04*783.05*783.09*784.18*784.21*TC:784.21 783.88TC:786.56 786.23TC:786.56 786.23TC:784.99 784.66TC:784.87 784.54784.73*CL:786.41LEGENDProposed ContoursProposed Spot Elevation800.00Pavement / Ground Elevation800.00*Match Existing ElevationP:Pavement ElevationTC:Top of CurbW:Sidewalk ElevationSwale CenterlineStorm Inlet or Manhole w/ Storm PipeExisting Contours820800.00815GRADING NOTES1.Contractor shall follow the latest Municipality and the State of Indiana "CSGP" SoilErosion Practices, See Erosion Control Sheets.2.All topsoil shall be removed and temporarily stockpiled onsite at a location approved bythe Owner. A minimum of four (4) inches of topsoil shall be placed on all disturbedareas outside the building and parking areas.3.All exposed subgrade shall be proof-rolled and witnessed by a Geotechnical Engineer orqualified representative to determine unsuitable soil locations prior to any pavingoperations. Any unsuitable soil shall be excavated, backfilled, and compacted withsuitable material in accordance with the plans and capable of supporting the anticipatedloadings of the project.4.Positive drainage shall be maintained to prevent any ponding of water or encroachmentonto adjacent properties.5.Proposed contours show grading intent only. Contractor shall use proposed spot gradeelevations and check all grade stakes to ensure positive drainage to stormwater systemis achieved. Contact Engineer if additional grades are needed or if any discrepancies orconflicts which become apparent before or during construction are found so thatclarification or redesign may occur.PERMANENT EXCESS SOIL REMOVAL1.Excess soil and unsuitable soil shall be removed from project site to another sitepermanently.2.Contractor shall obtain any required permits and implement erosion control measures inaccordance to the Indiana Stormwater quality manual and any local ordinances.09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 GRADING.DWG GRADING PLAN RICHARD DAVILA 9.29.2025 11:50 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N02040SCALE IN FEET20101" = 20'GRADING PLAN1" = 20'C7.0 >>>>>>>>>> 6968676665SA>>>>>>>>>>SA>>>>>>>>>>>>>>>>SA>>>>>>>>>>>>>>>>>>>>>>SASASASA>>>>>>>>>>>>>>>>>>>>>>>>>>SASA>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SA>>>>>>>>>>>>>>DHYDHYSA >>>>>>>>>>>>>>WWWWWWW>>>>> >>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>WSWSSS SSSSSS>>>SSSSWWWWWWW W W W W W W W W W W W W W W WWWSA>>>>>>W W W W W W W W W W SA>>>>>>>>>>WS WSSSSSWSSMAGSMAG SMAGCCBSMHCSCSCECSMHCBCBCSTMHSMH CBCBWWTECSMHSMHLPECTFOCCBMBWWGASGASGASGASGASGASGASGASGASGASUTUTUTUTUTUTUTUTUTUTUTUTECCSCSFIRELELEL GASUT UTUT UTUTGASGASGASGASGAS GASELELELELELELELELELELELUTUTUTUTUTGASGASGASGASGASGASUTUTUT780785785790790795795777778779781782783784784786786787787788788789789791791792792793793794794796796785 79 0 795 800 805 810 782783784786787 78 8 78 9 79 1 79 2 793 794 796 797 798 799 801 80 2 80 3 80 4 806 807 808 809 811 785790 795 800 7827837847867 8 7 7 8 8 7 8 9 791792793794796 797 798 799 801 802 803 765770775 763764766767768769771772773774776770775780771772773774776777778779780781782783>>>>>>>>>>>>>>>>>>>>>>>>>>>>WWWWWWWWWWWW W W W W W WCBCBSFSFSFSF SFSFSFSF FLOOD INSURANCE RATE MAP1.According to FIRM Map Number 18141C0194D with an effective dateof January 6, 2011: The project lies in shaded “Zone X” (Areasdetermined to be outside the 0.2% annual chance floodplain.)02040( IN FEET )GRAPHIC SCALE20101 inch = 20 ft.LEGENDTemporary Construction Entrance, See ErosionControl DetailsStaging Area, Coordinate with OwnerTemporary Soil Stockpile, See Erosion ControlDetailsConcrete Washout, See Erosion Control DetailsConstruction LimitsTemporary Seeding, See Seeding NotesPermanent Seeding, See Seeding NotesSoil Stabilization, See Seeding StabilizationErosion Control Blanket, See Erosion Control DetailsInlet Protection, See Erosion Control DetailsYard or Pavement Inlet Protection, See ErosionControl DetailsSilt Fence, See Erosion Control DetailsDo Not Disturb, No Exceptions!TCESACWTSPSSSECBTRMIPIPSFDND09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 EROS.DWG STORMWATER POLLUTION PREVENTION PLAN (SWPPP) RICHARD DAVILA 9.29.2025 2:32 PM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N EROSION CONTROL NOTES1.Contractor shall implement, install and maintain all erosion control measures in accordancewith this plan, the current Indiana Storm Water Quality Manual and the City of South BendStandards.2.It is the responsibility of the Contractor to remove all mud, dirt, gravel and any othermaterials tracked onto any public or private streets, parking lots, or walks. At minimum,sediment shall be removed daily. Airborne dust shall be kept to a minimum by using water orother methods as necessary.3.Contractor shall inspect all erosion control measures after each rainfall event or at minimumevery 5 business days. The Contractor shall cleanup sediment and restore effective erosioncontrol devices.4.Temporary erosion control measures shall be maintained until all disturbed areas are wellestablished with vegetation.5.Until the project is accepted by the Owner, shall maintain all erosion control measures toprevent sediment from entering public and private storm sewers and leaving the project site.6.Field conditions shall determine the location and amount of silt fence required to preventsediment from entering public and private storm sewers and from leaving the project site.7.All areas disturbed by construction shall be stabilized with seeding or an alternate surfacestabilization measure. Temporary seeding shall take place as soon as possible on any bore orthinly vegetated areas which have less than 70% cover and on all areas which remaininactive for a period of 15 days or more.8.A temporary construction entrance shall be installed and maintained to minimize soil trackedonto private and public roadways, parking lots, and driveways. A proposed location is shownon the plan. The entrance shall be installed prior to any other construction activity. See"Temporary Construction Entrance" detail. The installation of the entrance is a land disturbingactivity and stormwater inspections are to commence with the installation of the entrance.9.Existing inlets that may be impacted, by construction, shall have inlet protection. The intentof this measure is to prevent sediment from entering existing drainage systems. Contractorshall protect any inlets, not shown on the plan, that are affected by construction activities.10.Soil Stabilization: Hydro Seeding can be used to initially stabilize basin bottom. If erosionoccurs: Reestablish grade and stabilize by installing Erosion Control Blanket with seed.11.The SWPPP drawings are not Construction Plans/Drawings, but are to be used by theContractor during Construction to establish, monitor, and address Erosion Control Issues.12.No off-site sediment flows or sediment laden stormwater flows are to occur at anytime. SiltFencing to be installed as needed to contain sediment flows and sediment laden stormwaterflows. Additional erosion control measures shall be installed as needed.Anticipated Land Disturbed Area, Construction Limits: 1.85± AcresPERMANENT EXCESS SOIL REMOVAL1.Excess soil and unsuitable soil not needed shall be removed from project site to another sitepermanently.2.Contractor shall be responsible to execute any agreements or contracts required for therelocated soil material.3.Contractor shall obtain any required permits and implement erosion control measures inaccordance to the Indiana Stormwater quality manual and any local ordinances.STORMWATER POLLUTION PREVENTION PLAN (SWPPP)1" = 20'C8.0PSTSSACWPSTSPSTSPSTSPSTSIPIPIPIPIP11EMERSON FOREST PARKWAY EMERSON FOREST PARKWAY DOWNING CIRCLEDOWNING CIRCLE IRVINGTON DR.CALICO CT.PSTSPSTS 09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 EROS.DWG SWPPP DETAILS RICHARD DAVILA 9.29.2025 11:51 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER NAS NOTEDSWPPP DETAILSC8.1 BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: 1/16/2026 Name: Gemma Stanton Department of Public Works – Engineering Division BPW Date: 1/27/2026 Phone Extension: 9083 Required Prior to Submittal to Board BPW Attorney Attorney Name 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: Water & Sewer Extension Agreement Ease./Encroach Required Information Company or Vendor Name Allen Edwin New Vendor Yes If Yes, Approved by Purchasing No MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name Woodhaven Hills Section 1 Project Number DP25-005 Funding Source Account No. Amount Terms of Contract Purpose/Description Allow Allen Edwin to extend water and sewer which will be dedicated to the City upon completion 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: Table 1. Temporary Seeding Specifications1.Perennial species may be used as a temporary cover, especially if the area to be seeded will remain idle for morethan one year (See Permanent Seeding).2.Seeding done outside the optimum seeding dates increases the chances of seeding failure. Dates may beextended or shortened based on the location of the project site within the state.·Mulch alone is an acceptable temporary cover and may be used in lieu of temporary seeding, provided that it isappropriately anchored. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, andin channels and areas of concentrated flow.·Test soil to determine pH and nutrient levels.·Apply soil amendments as recommended by the soil test. If testing is not done, apply 400 to 600 pounds peracre of 12-12-12 analysis fertilizer, or equivalent.·Work the soil amendments into the upper two to four inches of the soil with a disk or rake operated across theslope.·Select a seed species or an appropriate seed mixture and application rate from Table 1.·Apply seed uniformly with a drill or cultipacker seeder or by broadcasting. Plant or cover seed to the depth shownin Table 1.·If drilling or broadcasting the seed, ensure good seed-to-soil contact by firming the seedbed with a roller orcultipacker after completing seeding operations. Daily seeding when the soil is moist is usually most effective.·If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture.·Apply mulch (See Mulching and Compost Mulching Requirements Below) and anchor it in place.·Inspect within 24 hours of each rain event and at least once every seven calendar days.·Check for erosion or movement of mulch and repair immediately.·Monitor for erosion damage and adequate cover (80 percent density); reseed, fertilize, and apply mulch wherenecessary.·If nitrogen deficiency is apparent, top-dress fall seeded wheat or rye seeding with 50 pounds per acre of nitrogenin February or March.TEMPORARY SEEDINGSeed Species 1Rate per AcrePlanting DepthOptimum Dates 2Wheat or Rye150 lbs.1 to 1-1/2 inchesSept. 15 - Oct. 30Spring Oats100 lbs.1 inchMarch 1 - April 15Annual Ryegrass40 lbs.1-1/4 inchMarch 1 - May 1Aug. 1 - Sept. 1German Millet40 lbs.1 to 2 inchesMay 1 - June 1Sudangrass35 lbs.1 to 2 inchesMay 1 - July 30Buckwheat60 lbs.1 to 2 inchesApril 15 - June 1Corn (broadcast)300 lbs.1 to 2 inchesMay 11 - Aug. 10Sorghum35 lbs.1 to 2 inchesMay 1 - July 15GENERAL SEEDING AND SURFACE STABILIZATION PROCEDURESIN ACCORDANCE WITH CHAPTER 7 OF THE "INDIANA STORM WATER QUALITY MANUAL", OCTOBER 2007InstallationSod should not be installed during hot weather, on dry soil, frozen soil, compacted clay, loose sand or gravellysubstrate soils, aggregate, or pesticide treated soil. The ideal time to lay sod is May 1 to June 1 or September 1 toSeptember 30, although it can be installed as early as March 15 if available or June 1 to September 1 if irrigated.Site Preparation1.Apply topsoil if existing soil conditions are unsuitable for establishing vegetation.2.Grade the site to achieve positive drainage and create a smooth, firm soil surface.3.Where applicable, use a chisel plow, disk, harrow, or rake to break up compacted soils and create a favorablerooting depth of six to eight inches.Sod Bed Preparation1.Test soil to determine pH and nutrient levels.2.If soil pH is too acidic for the grass sod to be installed, apply lime according to soil test results or at the raterecommended by the sod supplier.3.Apply fertilizer as recommended by the soil test. If testing was not done, apply 400 to 600 pounds per acre of12-12-12 analysis fertilizer, or equivalent.4.Work the soil amendments into the upper two to four inches of soil with a disk or rake operated across the slope.5.Rake or harrow the area to achieve a smooth final grade and then roll or cultipack the soil surface to create afirm surface on which to lay the sod.Laying the Sod1.Install sod within thirty-six hours of its cutting.2.Store the sod in a shaded location during installation.3.Immediately before laying the sod, rake the soil surface to break any crust. (If the weather is hot, lightly irrigatethe soil surface prior to laying the sod.)4.Lay sod strips in a brick-like pattern.5.Butt all joints tightly against each other (do not stretch or overlap them), using a knife or mason's trowel to trimand fit sod into irregularly shaped areas.6.Roll the sod lightly after installation to ensure firm contact between the sod and soil.7.Irrigate newly sodded areas until the underlying soil is wet to a depth of four inches, and then keep moist untilthe grass takes root.Slope Application1.Install sod strips with the longest dimension perpendicular to the slope.2.Where slopes exceed a ratio of 3:1, staple or stake each strip at the corners and in the middle.Channel Application (Sodding provides quicker protection than seeding and may reduce the risk of early washout.)1.Excavate the channel, allowing for the full thickness of the sod.2.Lay sod strips with the longest dimension perpendicular to channel flow.3.Staple or stake each strip of sod at the corners and in the middle.4.Staple jute or biodegradable polypropylene netting over the sodded area to minimize the potential for washoutduring establishment.Maintenance·Inspect within 24 hours of each rain event and at least once every seven calendar days until sod is well rooted.·Keep sod moist until fully rooted.·After sod is well-rooted (two to three weeks), maintain a plant height of two to three inches.·Time mowing to avoid ruts in turf·Fertilize turf areas annually. Apply fertilizer in a split application. For coolseason grasses, apply one-half of thefertilizer in late spring and one-half in early fall. For warm-season grasses, apply one-third in early spring,one-third in late spring and one-third in mid-summer.SODSite Preparation1.Grade the site to achieve positive drainage.2.Add topsoil or compost mulch to achieve needed depth for establishment of vegetation. (Compost material may beadded to improve soil moisture holding capacity, soil friability, and nutrient availability.)Seedbed Preparation1.Test soil to determine pH and nutrient levels.2.Apply soil amendments as recommended by the soil test and work into the upper two to four inches of soil. Iftesting is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent.3.Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across the slope, to work the soilamendments into the upper two to four inches of the soil.Seeding1.Optimum seeding dates are March 1 to May 10 and August 10 to September 30. Permanent seeding done betweenMay 10 and August 10 may need to be irrigated. Seeding outside or beyond optimum seeding dates is still possiblewith the understanding that reseeding or overseeding may be required if adequate surface cover is not achieved.Reseeding or overseeding can be easily accomplished if the soil surface remains well protected with mulch.2.Select a seeding mixture and rate from Table 1 Permanent Seeding Recommendations. Select seed mixture basedon site conditions, soil pH, intended land use, and expected level of maintenance.3.Apply seed uniformly with a drill or cultipacker seeder or by broadcasting. Plant or cover the seed to a depth ofone-fourth to one-half inch. If drilling or broadcasting the seed, ensure good seed-to-soil contact by firming theseedbed with a roller or cultipacker after completing seeding operations. (If seeding is done with a hydroseederfertilizer and mulch can be applied with the seed in a slurry mixture.)4.Mulch all seeded areas and use appropriate methods to anchor the mulch in place. Consider using erosion controlblankets on sloping areas and conveyance channels.Maintenance·Inspect within 24 hours of each rain event and at least once every seven calendar days until the vegetation issuccessfully established.·Characteristics of a successful stand include vigorous dark green or bluishgreen seedlings with a uniform vegetativecover density of 90 percent or more.·Check for erosion or movement of mulch.·Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize, reseed, and apply and anchor mulch.·If plant cover is sparse or patchy, evaluate the plant materials chosen, soil fertility, moisture condition, and mulchapplication; repair affected areas either by overseeding or preparing a new seedbed and reseeding. Apply andanchor mulch on the newly seeded areas.·If vegetation fails to grow, consider soil testing to determine soil pH or nutrient deficiency problems. (Contact yoursoil and water conservation district or cooperative extension office for assistance.)·If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations.·Add fertilizer the following growing season. Fertilize according to soil test recommendations.·Fertilize turf areas annually. Apply fertilizer in a split application. For cool-season grasses, apply one-half of thefertilizer in late spring and one-half in early fall. For warm-season grasses, apply one-third in early spring, one-thirdin late spring, and the remaining one-third in middle summer.Table 1 Permanent Seeding RecommendationsThis table provides several seed mixture options. Additional seed mixtures are available commercially. When selecting amixture, consider intended land use and site conditions, including soil properties (e.g., soil pH and drainage), slopeaspect, and the tolerance of each species to shade and drought.1.For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes shouldpreferably be spring-seeded, although the grass may be fall-seeded and the legume frost-seeded (see DormantSeeding and Frost Seeding on page 41); and (c) if legumes are fall-seeded, do so in early fall.2.Tall fescue provides little cover for, and may be toxic to some species of wildlife. The Indiana Department ofNatural Resources recognizes the need for additional research on alternatives such as buffalograss, orchardgrass,smooth bromegrass, and switchgrass. This research, in conjunction with demonstration areas, should focus onerosion control characteristics, wildlife toxicity, turf durability, and drought resistance.Notes 1.An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures, atthe following rates:Spring oats - one-fourth to three-fourths bushel per acreWheat - no more than one-half bushel per acre2.A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas ofconcentrated flow.Slope Stabilization MixAvailable from Cardno Native Plant Nursery128 Sunset DriveWalkerton, IN 46574574-586-2412OR EQUALPERMANENT SEEDINGSteep Banks and Cuts, Low-Maintenance Areas (not mowed)Lawns and High-Maintenance AreasChannels and Areas of Concentrated Flow(Remaining idle more than six months)Open Low-Maintenance AreasSeed MixturesRate per Acre PureLive SeedOptimum SoilpH1. Perennial ryegrass- white 1150 lbs.2 lbs.5.5 to 7.02. Kentucky bluegrass- smooth bromegrass- switchgrass- timothy- perennial ryegrass- white clover20 lbs.10 lb.s3 lbs.4 lbs.10 lbs.2 lbs.5.6 to 7.03. Tall fescue 1- white clover150 lbs.2 lbs.5.5 to 7.54. Tall fescue 2 - perennial ryegrass- Kentucky bluegrass1150 lbs.20 lbs.20 lbs.5.5 to 7.5Seed MixturesRate per Acre PureLive SeedOptimum SoilpH1. Smooth brome grass- red clover 135 lbs.20 lbs.5.5 to 7.02. Tall fescue 2- white clover 150 lbs.2 lbs.5.5 to 7.53. Tall fescue 2- red clover 150 lbs.20 lbs.5.5 to 7.54. Orchard grass- red clover 1- white clover 130 lbs.20 lbs.2 lbs.5.6 to 7.05. Crownvetch 1 - tall fescue 212 lbs.30 lbs.5.6 to 7.0Seed MixturesRate per Acre PureLive SeedOptimum SoilpH1. Perennial ryegrass- white clover 170 lbs.2lbs.5.6 to 7.02. Perennial ryegrass- tall fescue 270 lbs.50 lbs.5.6 to 7.03. Tall fescue 2- white clover 170 lbs.2 lbs.5.5 to 7.5Seed MixturesRate per AcrePure Live SeedOptimum SoilpH1. Bluegrass140 lbs.5.5 to 7.02. Perennial ryegrass (turftype)60 lbs.90 lbs.5.6 to 7.03. Tall fescue (turf type) 2- bluegrass170 lbs.30 lbs.5.6 to 7.5MULCHINGMaterial 1Rate per AcreCommentsStraw or Hay2 tonsShould be dry, free of undesirable seeds. Spread by hand or machine.Must be crimped or anchored (See Table 2).Wood fiber or cellulose11 tonApply with a hydraulic mulch machine and use with tacking agent.Anchoring MethodHow to ApplyMulch anchoring tool or farm disk (dull,serrated, and blades set straight)Crimp or punch the straw or hay two to four inches into the soil. Operate machinery on thecontour of the slope.Cleating with dozer tracksOperate dozer up and down slope to prevent formation of rills by dozer cleats.Wood hydromulch fibersApply according to manufacturer's recommendations.Synthetic tackifies, binders, or soil stabilizersApply according to manufacturer's recommendations.Netting (synthetic or biodegradable material)Install netting immediately after applying mulch. Anchor netting with staples. Edges of nettingstrips should overlap with each up-slope strip overlapping four to six inches over the adjacentdown-slope strip. Best suited to slope applications. In most instances, installation details aresite specific, so manufacturer's recommendations should be followed.Table 1. Mulch SpecificationsMulching is not recommended in concentrated flows. Consider erosion control blankets or other stabilization methods.CoverageThe mulch should have a uniform density of at least 75 percent over the soil surface.AnchoringTable 2. Mulch Anchoring MethodsAll forms of mulch must be anchored to prevent displacement by wind and/or water.Application1.Apply mulch at the recommended rate shown in Table 1.2.Spread the mulch material uniformly by hand, hayfork, mulch blower, or hydraulic mulch machine. Afterspreading, no more than 25 percent of the ground should be visible.3.Anchor straw or hay mulch immediately after application. The mulch can be anchored using one of the methodslisted below:a. Crimp with a mulch anchoring tool, a weighted farm disk with dull serrated blades set straight, or trackcleats of a bulldozer,b. Apply hydraulic mulch with short cellulose fibers,c. Apply a liquid tackifier, ord. Cover with netting secured by staples.Maintenance·Inspect within 24 hours of each rain event and at least once a week.·Check for erosion or movement of mulch; repair damaged areas, reseed, apply new mulch and anchor the mulchin place.·Continue inspections until vegetation is firmly established.·If erosion is severe or recurring, use erosion control blankets or other more substantial stabilization methods toprotect the area.(5) Compost MulchingCompost Specifications·Feedstocks may include but are not limited to well-composted vegetable matter, leaves, yard trimmings, food scraps,composted manures, paper fiber, wood bark, Class A biosolids (as defined in Title 40 of the Code of Federal Regulations at 40CFR Part 503), or any combination thereof.·Compost shall be produced using an aerobic composting process meeting 40 CFR Part 503 regulations, including time andtemperature data indicating effective weed seed, pathogen, and insect larvae kill.·Compost shall be well decomposed, stable, and weed free.·Refuse free (less than one percent by weight).·Free of any contaminants and materials toxic to plant growth.·Inert materials not to exceed one percent by dry weight pH of 5.5 to 8.0.·Carbon-nitrogen ratio not to exceed 100.·Moisture content not to exceed 45 percent by dry weight.·Variable particle size with maximum dimensions of three inches in length, one-half inch in width and one-half inch in depth.Table 1. Compost Particle SizePercent Passing Sieve Size2-Inch Sieve1-Inch Sieve3/4-Inch Sieve > 1/4-Inch Sieve100%99%90% 25%SlopeThickness of Compost BlanketThickness of Compost Blanket with Erosion Control Netting< 25%< 4:11 to 2 inchesNot Applicable25% to 50%4:1 to 2:11 to 2 inches2 inches> 50%> 2:12 to 3 inches3 inchesApplication1.Remove existing vegetation, large soil clods, rocks, stumps, large roots, and debris in areas where compost mulch is to beapplied and dispose of in designated areas.2.Scarify sloping areas.3.Aerate areas to be covered with compost/mulch blanket. (Proper aeration will require a minimum of two passes oriented inopposite directions.)4.Broadcast a minimum of one pound of nitrogen (N), one-half pound of phosphorous (P205), and one-half pound of potash(K20) per 1,000 square feet or 300 to 400 pounds per acre of 12-12-12 analysis fertilizer, or equivalent, per acre.5.Apply compost mulch blanket with a pneumatic blower or per manufacturer's directions.a. Apply within three days of completing aeration operations.b. Overlap top of slope shoulder by five to ten feet.c. Seed may be applied at time of installation. (Seed must be evenly blended into the compost if applied with apneumatic blower or applied with a calibrated seeder attachment prior to installation of the compost blanket.)6.Water compost mulch blanket for a period of 60 days following application. (On steeper slopes, it may be necessary to installerosion control netting over the compost blanket.)a. Mist blanket for first seven days and then every three days throughout the remainder of the 60-day period.b. Maintain a constant moisture content of 40 percent to 60 percent.Maintenance·Inspect within 24 hours of a rain event and at least once a week.·Repair eroded areas, and reseed, if applicable.·Monitor vegetation and apply appropriate soil amendments (if needed) per a soil test.Bonding Agents (optional)Tackifiers, flocculants, or microbial additives may be used to remove sediment and/or additional pollutants from stormwater runoff. (All additives combined with compost materials should be tested for physical results at a certified erosionand sediment control laboratory and biologically tested for elevated beneficial microorganisms at a United StatesCompost Council, Seal of Testing Assurance, approved testing laboratory.)Soil Material (optional)Five percent to ten percent sandy loam (as classified by the U.S. Department of Agriculture soil classification system).Cover DensityNinety percent or greater over the soil surface.Anchoring Method·Moisten compost/mulch blanket for a minimum of 60 days.·Erosion control netting (optional).Cover ThicknessTable 2. Compost Blanket Thickness09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 EROS.DWG SWPPP DETAILS 2 RICHARD DAVILA 9.29.2025 11:51 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N DORMANT & FROST SEEDINGCONTRACTOR TO DETERMINE THE APPROPRIATE SEEDING METHOD BASED ON THE TIME OF YEAR.Purpose:1. To provide early germination and soil stabilization in the spring.2. To reduce sediment-laden stormwater runoff from being transported to downstream areas.3. To improve visual aesthetics of construction area.4. To repair or enhance previous seeding.Materials Required:1. Soil amendments based upon analysis of soil by a soil testing service. (fertilizer, etc.)2. Seed (information follows)3. Mulch (straw, hay, wood fiber, etc.) for protection of seedbed, moisture retention and encouragement of plantgrowth. mulch must be anchored to prevent dispersal by wind or water. may be covered with manufacturederosion control blankets.Seed Specifications:Note that seeding done outside of the optimum seeding dates increases the chances of seeding failure. dates may beshortened or extended depending on the location of the site within the State of Indiana. Mulch alone is an acceptabletemporary cover and may be used in lieu of temporary seeding, providing that it is appropriately anchored. perennialspecies may be used as a temporary cover, especially if the area to be seeded will remain idle for more than one year(see permanent seeding).Temporary Dormant or Frost SeedingWheat or Rye: 150 pounds per acreSpring Oats: 150 pounds per acreAnnual Rye Grass: 60 pounds per acrePermanent Dormant or Frost SeedingOpen low-maintenance areas (remaining idle more than 6 months):Perennial ryegrass & white clover: ryegrass 75 pounds per acre + 3 pounds of clover per acre, optimum soil ph 5.6 to7.0Perennial ryegrass & tall fescue: ryegrass 45 pounds per acre + 45 pounds of fescue per acre, optimum soil ph 5.6 to7.0Tall fescue & white clover: fescue 75 pounds per acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.5Kentucky bluegrass, smooth bromegrass, switchgrass, timothy, perennial ryegrass, & white clover: bluegrass 30pounds per acre + 15 pounds of bromegrass per acre + 5 pounds of switchgrass per acre + 6 pounds of timothyper acre + 15 pounds of ryegrass per acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.5Steep banks and cuts (low-maintenance areas, not mowed):Smooth bromegrass & red clover: brome 50 pounds per acre + 30 pounds of red clover per acre, optimum soil ph 5.5to 7.0Tall fescue & white clover: fescue 75 pounds per acre + 30 pounds of white clover per acre, optimum soil ph 5.5 to7.5Tall fescue & red clover: fescue 75 pounds per acre + 30 pounds of red clover per acre, optimum soil ph 5.5 to 7.5Orchard grass, red clover & white clover: orchard grass 45 pounds per acre + 30 pounds of red clover per acre + 3pounds of white clover per acre, optimum soil ph 5.6 to 7.0Lawns and high-maintenance areas:Bluegrass: bluegrass 210 pounds per acre, optimum ph 5.5 to 7.0Perennial ryegrass & bluegrass: 90 pounds of ryegrass per acre & 135 pounds of bluegrass per acre, optimum ph 5.6to 7.0Tall fescue (turf type) & bluegrass: fescue 250 pounds per acre + 45 pounds of bluegrass per acre, optimum soil ph5.6 to 7.5Channels and areas of concentrated flow:Perennial ryegrass & white clover: ryegrass 225 pounds per acre + 3 pounds of white clover per acre, optimum soil ph5.5 to 7.0Kentucky bluegrass, smooth bromegrass, switchgrass, timothy, perennial ryegrass, & white clover: bluegrass 30pounds per acre + 15 pounds of bromegrass per acre + 5 pounds of switchgrass per acre + 6 pounds of timothyper acre + 15 pounds of ryegrass per acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.5Tall fescue & white clover: fescue 225 pounds per acre + 3 pounds of clover per acre, optimum soil ph 5.5 to 7.5Tall fescue, perennial rye grass, & Kentucky bluegrass: fescue 225 pounds per acre + 30 pounds of ryegrass per acre+ 30 pounds of bluegrass per acre, optimum soil ph 5.5 to 7.5Note: for best results:(a) Legume seed should be inoculated(b) Seeding mixtures containing legumes should be spring-seeded although, the grass may be fall-seeded andthe legume frost seeded(c) If legumes are fall-seeded, do so in early fall(d) If using mixtures other than those listed above, increase seeding rates by 50 percent over the conventionalseeding rates.Site Preparation:1. Grade the site to achieve positive drainage.2. Add topsoil to achieve needed depth for establishment of vegetation.Dormant Seeding:1. Test soil to determine ph and nutrient levels.2. Broadcast soil amendments as recommended by soil test and work into the upper 2 to 4 inches of soil. If testing isnot done, apply 200 to 300 pounds per acre of 12-12-12 analysis fertilizer, or equivalent.3. Apply anchored mulch immediately after completion of grading and addition of soil amendments.4. Select appropriate seed species (see seed specifications above). Broadcast the seed on top of the mulch and/or intoexisting ground cover at rates shown. Areas are to be seeded when soil temperatures are below 50 degrees butthe soil is not frozen.Frost Seeding:1. Test soil to determine pH and nutrient levels.2. Broadcast soil amendments as recommended by a soil test and work into the upper 2 to 4 inches of soil before itfreezes. If testing was not done, apply 200 to 300 pounds per acre of 12-12-12 analysis fertilizer, or equivalent.3. Select appropriate seed species or mixture (see seed specifications above). Broadcast the seed on the seedbedwhen the soil is frozen. do not work the seed into the soil.Maintenance:1. Inspect at least once every a week (minimum) and within one business day of each 0.50 inch or greater stormevent.2. Check for erosion or movement of mulch.3. Check for inadequate cover (less than 80 percent density over the soil surface); reseed and mulch in mid to lateApril if necessary. For best results, reseed within the recommended dates shown under temporary and permanentseeding).4. Apply 200 to 300 pounds per acre of 12-12-12 analysis fertilizer, or equivalent, between April 15 and May 10 orduring periods of vigorous growth.5. Fertilize turf areas annually. Apply fertilizer in a split application. For cool-season grasses, apply 1/2 in late Springand 1/2 in early Fall. For warm-season grasses, Apply 1/3 in early Spring, 1/3 in late Spring, and the remaining 1/3in middle Summer.Note:Required density of vegetative cover = 80 percent or greater over the soil surface.AS NOTEDSWPPP DETAILSC8.2 09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 EROS.DWG SWPPP DETAILS 3 RICHARD DAVILA 9.29.2025 2:32 PM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER NAS NOTEDSWPPP DETAILSC8.3EROSION CONTROL CONTACTSProject Owner:John LovelyLand Development Manager269-391-0542jlovely@allenedwin.comIDEM:Indiana Dept. of Environmental ManagementEric RobertsStormwater Permit Coordinator317-233-1864eroberts@idem.IN.govLocal Agency:City of South BendKaitlyn SmithMS4 Specialist574-235-5903kmsmith@southbendin.govConstruction Plan – General Plan Components (Section A)A1 - Index of the location of required plan elements in the construction plan:See this sheet for Stormwater Pollution Prevention Plan (SWPPP) Index and "Cover Sheet" for Sheet Index.A2 - A vicinity map depicting the project site location in relationship to recognizable local landmarks, towns, and major roads:See "Cover Sheet" for Location Map.A3 - Narrative of the nature and purpose of the project:Project will include grading, sanitary sewer and services, water main and services, asphalt pavement, concrete curb andgutter, and other pertinent utilities for single family home construction.A4 - Latitude and longitude to the nearest fifteen (15) seconds:Latitude 41° 38' 45" NLongitude86° 16' 46" WA5 - Legal description of the project site:See "Cover Sheet"A6 - 11 X 17-inch plat showing building lot numbers/boundaries and road layout/names:11x17 PDF's of SWPPP drawings are being provided to Local Agency with the filing of this plan for review.A7 - Boundaries of the one hundred (100) year floodplains, floodway fringes, and floodways:N/AA8 - Land use of all adjacent properties:North: ResidentialSouth: Vacant / Open Land / Future ResidentialEast:Vacant / WoodsWest:ResidentialA9 - Identification of a U.S. EPA approved or established TMDL:The IDEM site (https://www.in.gov/idem/nps/resources/total-maximum-daily-load-reports/) does have record of a TMDLfor E.Coli in the Kankakee/Iroquois Watershed.A10 - Name(s) of the receiving water(s):The proposed site will drain to an existing drainage system within the existing subdivision, where the stormwater runoffwill be conveyed to an existing drainage basin where the runoff will infiltrate to the subsoils and utiimately drain to theKankakee/Iroquois Watershed. HUC 07120001A11 - Identification of discharges to a water on the current 303(d) list of impaired waters and the pollutant(s) for which it isimpaired:The Kankakee River is not on the 303(d) list of impaired waters.A12 - Soils map of the predominate soil types:See Sheet "SWPPP Plan" for Published Soils Map.A13 - Identification and location of all known wetlands, lakes, and water courses on or adjacent to the project site (constructionplan, existing site layout):See Sheet "SWPPP Plan" for Published Wetland Inventory Map.A14 - Identification of any other state or federal water quality permits or authorizations that are required for constructionactivities:NONEA15 - Identification and delineation of existing cover, including natural buffers:See "Plan and Profile, and SWPPP Sheets" showing existing vegetation cover.A16 - Existing site topography at an interval appropriate to indicate drainage patterns:See "Plan and Profile, and Grading Plan" for existing contours.A17- Location(s) where run-off enters the project site:Run-off enters the site from the adjacent east and south limits of the site.A18 - Location(s) where run-off discharges from the project site prior to land disturbance:Existing run-off discharges to a into an existing storm sewer system, that drains to an existing drainage basin.A19 - Location of all existing structures on the project site:See "Plan and Profile" for existing structures.A20 - Existing permanent retention or detention facilities, including manmade wetlands, designed for the purpose of stormwatermanagement:The existing site does have existing stormwater management. The proposed site will utilize existing drainage, draining intoEmerson Forest Parkway, where there is an existing storm sewer. The runoff will be conveyed to an existing basin north ofIrvington Drive, and east of Locust Rd.A21 - Locations where stormwater may be directly discharged into ground water, such as abandoned wells, sinkholes, or karstfeatures:This project does not contain any known sinkholes or uncapped abandoned wells to exist. Any found abandoned wellsmust be properly capped by a licensed well driller.A22 - Size of the project area expressed in acres:Total project size:0.78± AcresA23 - Total expected land disturbance expressed in acres:Total disturbed area: 1.85± AcresA24 - Proposed final topography:See "Grading Plan" for proposed contours.A25 - Locations and approximate boundaries of all disturbed areas:See Construction Limits on "SWPPP Plan."A26 - Locations, size, and dimensions of all stormwater drainage system such as culverts, stormwater sewer, and conveyancechannels:N/A - There are no additional proposed stormwater measures included in this project.A27 - Locations of specific points where stormwater and non-stormwater discharges will leave the project site:See "Plan and Profile", stormwater will runoff to Emerson Forest Parkway, into an existing stormwater system.A28 - Location of all proposed site improvements, including roads, utilities, lot delineation and identification, proposed structures,and common areas:See "Plan and Profile" and "Grading Plan" for proposed site improvements.A29 - Location of all on-site and off-site soil stockpiles and borrow areas:See "Grading Plan", Permanent Excess Soil Removal Notes.A30 - Construction support activities that are expected to be part of the project:Refer to "SWPPP Plan" for tentative project staging area location(s). Staging areas will be used for storage of buildingsupplies, equipment, and related materials. Staging areas will be removed and related construction activities will end whenconstruction is compete at the project.A31 - Location of any in-stream activities that are planned for the project including, but not limited to, stream crossings and pumparounds: This project does not have planned in-stream activities.Stormwater Pollution Prevention - Post-construction Components (Section B)B1 - Description of the potential pollutant generating sources and pollutants, including all potential non-stormwaterdischarges:The following could generate pollutants associated with construction activities:1.Vehicles/Equipment, Fueling and Leaking2.Material Storage3.Site Demolition & Construction Debris4.Exposed Soils5.Excavation of Materials6.Sanitary Chemicals/Waste7.Tracking Soils Offsite8.Concrete WashoutB2 - Stable construction entrance locations and specifications:See "SWPPP Plan" and "SWPPP Details" for location and specifications.B3 – Specifications for temporary and permanent stabilization:See seeding notes on "SWPPP Plan" and "SWPPP Details" for stabilization location and specifications.B4 - Sediment control measures for concentrated flow areas:N/AB5 - Sediment control measures for sheet flow areas:See seeding notes on "SWPPP Plan" and "SWPPP Details" for location and specifications.B6 – Run-off control measures:Erosion Control Blankets and Silt Fence will be used for storm run-off. See "SWPPP Plan" and "SWPPP Details"for location and specifications.B7 - Stormwater outlet protection location and specifications:N/AB8 - Grade stabilization structure locations and specifications:Energy dissipators will be used for grade stabilization. See "SWPPP Plan" and "SWPPP Details" for location andspecifications.B9 - Dewatering applications and management methods:NA, Dewatering is not anticipated.B10 - Measures utilized for work within waterbodies:NA, In-stream activities are not planned.B11 - Maintenance guidelines for each proposed stormwater quality measure:See "SWPPP Details".B12 - Planned construction sequence that describes the implementation of stormwater quality measures in relation toland disturbance:Preconstruction:1.Notify the Project Owner of work commencement.2.Contact Indiana 811 (Indiana Underground Plant Protection System, Inc.) for Underground Utility Locations, 800-382-5544.3.The "CSGP" Notice of Intent shall be visible and posted at the Project Site. Contractor shall designate a Stormwater QualityManager who will be responsible for onsite inspection and for providing the SWQCP onsite.4.Notify the Local Agency 48 hours prior to commencing construction, IDEM is notified via the Notice of Intent submittal.Schedule any required meetings with the Local Agency.Install Perimeter Control:5.Install Erosion Control Measures, which may include, but not limited to: Construction Entrance, Concrete Washout, Silt Fenceand Inlet protection.6.Establish Staging Areas, Material Storage Areas and Fuel Areas Locations. Area locations shall be approved by the Owner.Each area shall be properly protected and delineated prior to construction.7.Establish Soil Stockpile Area Locations.Construction:8.Install utilities, grading and associated construction.9.Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized.10.Install and reset any signs, mailboxes, etc. that were removed during construction.11.Final Grade and Seed.12.Remove erosion control measures after all disturbed area are fully established.13.A final site inspection will take place to assure that all requirements of the SWPPP and Construction Plans.Project Completion:When the site meets permanent surface stabilization requirements the Notice of Termination (NOT) shall be submitted to IDEM.When the NOT is approved, the NOT will be provided to the Local Authority.B13 - Provisions for erosion and sediment control on individual residential building lots regulated under the proposedproject:See the "SWPPP Details" pages.B14 - Material handling and spill prevention and spill response plan meeting the requirements in 327 IAC 2-6.1:Construction materials that may be located onsite include vehicle lubricants, oils and fuels, concrete wash-out, acids, curingcompounds, paints, mulch, water treatment chemicals, pesticides, herbicides, fertilizers, and trash. Any toxic materials are to beproperly disposed of in an approved manor in accordance with local, state, and federal laws.These materials should be stored in a manner that prevents or minimizes the chance that a spill will reach soils, groundwater orsurface water. Any discharge that occurs from stored materials shall be contained and prevented from entering soils, groundwater,or surface water.In the event of a material spill, the spill must be contained immediately utilizing appropriate response techniques including dikingand absorbents. Clean up of the spill shall occur as soon as possible once the spill is stabilized and contained. Spills shall becleaned up using acceptable methods such as, absorbents on impervious surfaces or removal of contaminated soils. In all casescleanup standards must adhere to local, state and federal requirements. Failure to clean up any spill is a violation of the IndianaState Spill Rule (327 IAC 2-6.1), which is enforced by the Indiana Department of Environmental Management (IDEM). Certainspills must be reported to Local Agency and IDEM (888-233-7745). Initial calls should be made to the 911 system if the spellexceeds reportable quantities or is a threat to public safety. IDEM's Emergency Response line (888-233-7745) can typically assistwith information on clean up operations or clean up contractors.All spills that occur near an inlet to the stormwater conveyance system must have "curbing" implemented immediately."Curbing" is the use of a barrier (absorbent material) which prevents the spill from making contact with thestormwater conveyance system or stormwater runoff.B15 - Material handling and storage procedures associated with construction activity:See "SWPPP Plan" and "SWPPP Details" for Concrete Washout Location and specifications.Stormwater Pollution Prevention - Post-construction Components (Section C)C1 - Description of pollutants and their sources associated with the proposed land use:Potential pollutants are:Vehicular traffic (Grit, Oil & Solvents), discarded litter, sediment from roadtreatment, runoff from pesticides or fertilizers.C2 - Description of proposed post-construction stormwater measures:See "SWPPP Plan", permanent vegetation will be permanent stormwater quality measures at the project.C3 – Plan details for each stormwater measures:See "SWPPP Plan" and "SWPPP Details" sheets for location of permanent stormwater measures andspecifications.C4 - Sequence describing stormwater measure implementation:Silt Fence, and Inlet protection shall be implemented before any excavation occursC5 - Maintenance guidelinesfor proposed post-construction stormwater measures:An operation manual will be provided to the Project Owner with post-construction maintenance guidelines forthe sites stormwater measures proper long-term function will be provided.C6 - Entity that will be responsible for operation and maintenance of the post construction stormwater measures:The Project Owner will be responsible for the operation and maintenance of post-construction stormwatermeasures.GENERAL CONSTRUCTION ACTIVITY SCHEDULEConstruction Activity20252026OctoberNovemberDecemberJanuary-April1Temporary Construction Entrance2Silt Fence Installed3Clearing and Stripping Activities4Rough Grading & Stockpile / Contain Topsoil5Sanitary Sewer Construction7Inlet / Swale Protection + Temporary Seeding8Pavement Construction9Final Grading / Feature Construction10Permanent Erosion Control Measures11Erosion / Sediment MaintenanceSTORMWATER POLLUTION PREVENTION PLAN (SWPPP) INDEX(NOT TO SCALE)PUBLISHED WETLAND MAPSITE SOIL INFORMATIONSOILS INFORMATION IS DEFINED AND SCALED FROM THE UNITED STATES DEPARTMENT OF AGRICULTURE NATURALRESOURCES CONSERVATION DISTRICT'S WEB SOIL SURVEY(https://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx)Soil NameSoil DescriptionArea(Acres)Percent ofAreaHkkBHillsdale Sandy Loam, 1 to 5% Slopes0.46.10%HkpC2Hllsdale-Tracy Sandy Loams, 5-10% Slopes, Eroded2.028.50%MfaAMartinsville Loam, 0 to 1% Slopes2.129.60%MfaC2Martinsville Loam, 5 to 10% Slopes2.535.60%TmpC2Tracy Sandy Loam, 6 to 12% slopes, Moderately Eroded0.00.20%Total7(NOT TO SCALE)PUBLISHED SOIL MAPMap Source: https://www.fws.gov/program/national-wetlands-inventory/wetlands-mapperNOTE: Existing wetland delineated by Fishbeck, per report dated: July 16, 2024PROJECT SITEPROJECT SITE1 09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 CONST DTLS.DWG CD-01 SITE RICHARD DAVILA 9.29.2025 11:51 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER N CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF SOUTH BEND STANDARDS, SPECIFICATIONS, AND DRAWINGSAS NOTEDCONSTRUCTION DETAILS - GENERALC9.0 09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 CONST DTLS.DWG CD-02 WAT RICHARD DAVILA 9.29.2025 11:51 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER NAS NOTEDCONSTRUCTION DETAILS - WATERC9.1CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF SOUTH BEND STANDARDS, SPECIFICATIONS, AND DRAWINGS 09/29/202524-2170WOODHAVEN HILLS MAJOR SUBDIVISION SECTION 1 EMERSON FOREST PARKWAY, SOUTH BEND, IN 46614DSKSDRRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-2170 WOODHAVEN HILLS\CAD\_CIVIL\PLANS\WOODHAVEN SECTION 1 PLANS\24-2170 CONST DTLS.DWG CD-03 SAN RICHARD DAVILA 9.29.2025 11:51 AM RADABONMARCHE COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying Benton Harbor Valparaiso South Bend Hobart Goshen Kalamazoo Fort Wayne Grand Haven Lafayette Grand Rapids 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com1REVISED PER CITY OF SOUTH BEND ENGINEERING REVIEWBY: RAD09/29/202509/29/2025AIDINNA TSTATE OFNo. PE19900163R E GI SEREDPINKYD S.RALONLASSEFORPIINEG EER NAS NOTEDCONSTRUCTION DETAILS - SANITARYC9.2CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF SOUTH BEND STANDARDS, SPECIFICATIONS, AND DRAWINGS EXHIBIT B ENGINEER’S ESTIMATE City of South Bend Woodhaven Hills Subdivision, Section 1 Right of Way Work Description Quantity Unit Unit Price Cost 1 Construction Engineering 1 LS $3,763 $3,763 2 Mobilization/Demobilization 1 LS $9,406.90 $9,407 3 Erosion Control 1 LS $5,000.00 $5,000 4 Maintenance of Traffic 1 LS $2,500.00 $2,500 5 Common Excavation 350 CYD $40.00 $14,000 6 Combination Curb and Gutter 235 LFT $40.00 $9,400 7 4" Concrete Sidewalk 216 SYD $100.00 $21,600 8 Concrete Curb Ramp 15 SYD $300.00 $4,500 9 Detectable Warning Surface 2 EA $250.00 $500 10 6" Compacted Aggregate, No. 53 235 TON $40.00 $9,400 11 HMA Surface, 165 lb/syd 60 TON $120.00 $7,200 12 HMA Intermediate, 220 lb/syd 80 TON $110.00 $8,800 13 HMA Base, 330 lb/syd 120 TON $100.00 $12,000 14 Fire Hydrant Assembly Remove and Relocate 1 EA $6,500.00 $6,500 15 Fire Hydrant Assembly with Gate Valve, 6" 1 EA $5,000.00 $5,000 16 Water Main, DI, 8" 40 LFT $120.00 $4,800 17 Water Main Plug, 8" 1 EA $800.00 $800 18 Type K Copper Water Service, 1" (In Public R/W) 134 LFT $100.00 $13,418 19 8" x 8" x 6" Tee 2 EA $1,500.00 $3,000 20 Connect to Existing Sanitary Structure 2 EA $3,000.00 $6,000 21 Sanitary Sewer Pipe, 8" 288 LFT $125.00 $36,000 22 Sanitary Sewer Manhole 2 EA $5,500.00 $11,000 23 Sanitary Service, 6" (In Public R/W) 90 LFT $50.00 $4,497 24 Mulched Seeding, Type U 350 SYD $7.00 $2,450 Total: $201,534 125% of total 25% $50,384 Bond Amount 125% of Total TOTAL:$252,000 Right of Way Construction Estimate November 24, 2025 Page 1 of 1 EXHIBIT C PERFORMANCE BOND EXHIBIT D SYSTEM DEVELOPMENT CHARGE Estimate Provided On:12/2/2025 Estimate Provided By:Gemma Stanton Values Unit Type Estimated Total Flow Per Home 310 gpdTotal Homes 5 unit Estimated Total Flow for Woodhaven Hills Section 1 1550 gpd ERU calculation 5.000 ERU ERU rounddown 5 ERU Sewer SDC Calculation ($1145 per ERU) Water SDC Calculation ($475 per ERU)Estimated Amount Due for Woodhaven Hills Section 1Estimated 10% Discounted Total (Payment in full) Estimate for System Development Charges Woodhaven Hills Section 1 South Bend, IN Per the Ordinance of the Common Council of the City of South Bend, System Development Charges are summarized below from Sections 17-79 and 17-80: 8,100.00$ 7,290.00$ **Estimate is based on projected uses and calculations provided by owner/consultant** 5,725.00$ 2,375.00$ EXHIBIT E CERTIFICATE OF INSURANCE 12/11/2025 DeBree & Associates Insurance Agency, LLC 141 W Territorial Road Battle Creek MI 49015 DeBREE & ASSOCIATES (269) 968-8333 (269) 968-9058 Green Development Ventures, LLC Allen Edwin Co. 2186 E. Centre Street Portage MI 49002 Cincinnati Ins. Co.10677 CINCINNATI CAS. CO.28665 CL20102007899 A Y EPP0521044 12/01/2024 12/01/2026 500,000 100,000 10,000 500,000 1,000,000 1,000,000 A EBA0052690 12/01/2025 12/01/2026 500,000 500,000 A 0 EPP0521044 12/01/2024 12/01/2026 10,000,000 10,000,000 B EWC0299326 12/01/2025 12/01/2026 100,000 100,000 500,000 A Builders Risk ENP0299360 12/01/2025 12/01/2026 PER LOCATION 500,000 DEDUCTIBLE 10,000 LIMIT 12,000,000 The certificate holder is listed as an additional insured with regards to the general liability. City of South Bend 227 W. Jefferson Blvd. Ste. 1316 South Bend IN 46601 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 belowIf 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 OCCURRENCEDAMAGE 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) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY