HomeMy WebLinkAboutWater and Sewer Extension Agreement - DP24-043 - Fox Creek LLC October 13, 2026
Pat Matthews
Fox Creek LLC
pat@7.diamonds
RE: Sewer and Water Main Extension
Dear Pat:
At its October 13, 2026 meeting, the Board of Public Works approved the above
referenced agreement for the water and sewer main extension for the Iron Creek Villas
Development.
Enclosed please find a copy of the agreement for your records.
Sincerely,
/s/Hillary Horvath
Hillary Horvath, Clerk
October13, 2026
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5 SAM:743.07±M:742.87±M:739.41±M:739.34±21 LF - 8" PVC SDR 35 @0.42%194 LF - 8" PVC SDR 35 @0.50%119 LF - 8" PVC SDR 35 @0.50%190 LF - 8" PVC SDR 35 @0.50%
192 LF - 8" PVC SDR 35 @1.00%180 LF - 8" PVC SDR 35 @0.50%131 LF - 8" PVC SDR 35 @0.50%192 LF - 8" PVC SDR 35 @1.00%29 LF - 8" Stm. @0.50%35 LF - 8" Stm. @0.50%230 LF - 12" Stm. @0.45%24 LF - 8" Stm. @0.45%94 LF - 12" Stm. @0.47%129 LF - 8" PVC SDR 35 @0.50%98 LF - 12" Stm. @0.45%732
733
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733740738738738739740740742743744 743743745744 744743743744743 743743744
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739 740739739740740741742FF:745.51FF:745.51FF:745.08FF:745.08FF:744.79FF:744.79FF:744.79FF:744.79FF:744.67FF:744.67FF:743.92FF:743.92FF:744.24FF:744.24FF:743.69FF:743.69FF:743.98FF:743.98FF:744.07FF:744.07FF:743.12FF:742.93FF:742.93FF:742.70FF:742.70FF:742.11FF:742.11FF:741.95FF:741.95FF:741.72FF:741.72FF:741.34FF:741.34FF:741.34FF:741.34FF:741.34FF:741.34FF:743.12TC:743.10 742.60TC:743.11 742.61TC:742.88 742.38TC:742.76 742.26TC:742.29 741.79P:741.82TC:741.73 741.23P:740.86P:740.57TC:740.52 740.02P:740.02P:739.62TC:740.09 739.59TC:739.61 739.11TC:739.39 738.89TC:738.51 738.01P:738.43P:738.43P:738.67P:738.67P:741.27P:741.36P:741.36P:740.14P:742.74P:742.65P:742.74P:741.82P:743.69P:743.60P:743.69P:742.77745.18745.18744.75744.75744.33744.33744.46744.46744.31744.31743.59743.59743.50743.50743.21743.21743.90743.90743.58743.58742.22742.22742.45742.45742.64742.64741.63741.63741.47741.47741.24741.24740.34740.34740.34740.34740.34740.34W:743.83W:742.37W:743.00W:741.47W:743.04W:742.14W:740.41W:741.11W:740.39W:740.2021 LF - 12" Stm. @0.45%W:744.79W:743.2574474374274073973974173718.4'15.0'17.0'736
737
737
735
734
734
735 P:738.16P:737.38738
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7
73373560 LF - 12" Stm. @0.45%741741741741
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741 21 LF - 12" Stm. @0.45%184 LF - 12" Stm. @0.45%743
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741741738IE(W):738.87Rim:743.59San. MH Type IStr. 204IE(W):737.86Rim:742.64San. MH Type IStr. 202IE(W):736.60Rim:741.00San. MH Type IStr. 208IE(N):736.84IE(E):736.94Rim:742.33San. MH Type IStr. 203IE(S):735.53IE(E):735.63Rim:739.69San. MH Type IStr. 207IE(W):735.88Rim:741.26San. MH Type IStr. 206IE(N):735.84IE(S):735.94IE(E):735.94Rim:741.38San. MH Type IStr. 201IE(S):734.84IE(E):734.94IE(N):734.94Rim:740.17San. MH Type IStr. 205EXIST. STRIE(N):737.25IE(E):738.34Rim:741.6748" MH Type IStr. 18IE(W):738.44IE(E):739.04Rim:741.6730" Inlet Type IStr. 19IE(W):739.18Rim:742.0024" Square Catch BasinStr. 20IE(NE):732.44IE(S):732.46Rim:738.6548" MH Type IStr. 10IE(E):733.04IE(S):735.04Rim:739.4748" MH Type IStr. 13IE(N):732.90IE(E):736.19IE(W):732.94Rim:739.4748" MH Type IStr. 11IE(W):736.30Rim:739.1524" Square Catch BasinStr. 12IE(W):737.03IE(SE):737.07Rim:740.4330" Inlet Type IStr. 15IE(N):736.38IE(S):736.42Rim:740.7148" MH Type IStr. 17IE(NW):737.25Rim:740.2524" Square Catch BasinStr. 16IE(W):734.09IE(S):735.19IE(N):734.19Rim:740.70San. MH Type IStr. 200IE(N):736.07IE(S):736.11IE(E):736.94Rim:740.4348" MH Type IStr. 14736
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733735P:738.8073803060( IN FEET )GRAPHIC SCALE30151 inch = 30 ft.GRADING 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 paved/sidewalk 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.6.Contractor shall provide suitable fill material to accomplish the proposed grades on theplan.7.Contractor shall NOT over excavate drainage basins for borrow soils.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.STORM SEWER NOTES1.All Storm pipe shall be ADS N-12, unless noted otherwise.2.Pipe shall conform to ASTM C-478 standards. Pipe shall be bedded per pipe manufacturer,and backfilled with suitable clean granular material in accordance with the plans, see pipetrench detail.3.Storm pipe shall maintain 10'-0" minimum horizontal and 18" minimum vertical separationbetween potable water pipes.4.Pipe lengths are measured from center of structures.Note: All Storm End Sections shall have an Animal Guard andEnergy Dissipator.CALL 811 OR (800) 382-554424 HOURS A DAY, SEVEN DAYS A WEEKKnow what's below.Call before you d
ig.R03/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 DRAIN AND GRADING.DWG DRAINAGE AND GRADING PLAN 1 RICHARD DAVILA 9.25.2026 3:46 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/2026LEGENDProposed ContoursProposed Spot Elevation800.00Pavement / Ground Elevation800.00*Match Existing ElevationFF:Finish Floor ElevationTC:Top of CurbInv:Pipe InvertM:Match Existing ElevationStructure Catchment AreaStorm Inlet / ManholeSwale Centerline with ElevationSwale CenterlineStorm SewerExisting Contours820800.00826.6827.18158" Water Main Plug8" Water Main Plug8" Water Main Tee1" Type K Copper Water Service1" Type K Copper Water Service8" DI Water Main8" DI Water MainDETENTION BASIN #1 LAYOUTScale: 1" = 30'8" DI Water Main6" DI Water Main
6" DI Water Main
6" DI Water Main6" Typ. Sanitary Service8" DI Water Main
12" End Section w/ 5 Syds Rip Rap12" IE: 732.0012" End Section w/ 5 Syds Rip Rap12" IE: 732.00Hepler Street Hepler Street
Creekbottom Dr.AS NOTEDofDRAINAGE, UTILITY AND
GRADING PLAN12 Blow Off Hydrant Assemblywith 6" Gate ValveBlow Off Hydrant Assemblywith 6" Gate ValveBlow Off Hydrant Assemblywith 6" Gate ValveTEMPORARY EXCESS SOIL STOCKPILE1.Contractor shall post a clearly visible "Soil Stockpile" sign adjacent to the soil stockpile(s) toinform construction workers and governing agency of its location.2.The temporary excess soil area shall have erosion control measures and devices installedand maintained in accordance with the latest "Indiana Storm Water Quality Manual" andany local ordinances. When excess soil is removed, the area shall be fine graded andstabilized with vegetation.3.Remove temporary erosion control devices and measures after stabilization.Provide 28,221 CFT capacitybelow elevation 736.Provide 40,608 CFT capacitybelow Top of BankFire Hydrant AssemblyFire Hydrant AssemblyTurf Reinforcement Mat - SeeConstruction Details8" Gate ValveTurf Reinforcement Mat - SeeConstruction DetailsTurf Reinforcement Mat - SeeConstruction Details4444
72072573073574074575075510+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50743.5741.9742.71741.8742.44742.0742.18
741.6
741.92
741.7
741.66
741.5
741.39
741.1
741.13
740.6
740.87
740.6
740.63
740.4
740.43
740.2
740.22 STA = 14+32.01EL = 740.70-0.52%Str. 203180 LF - 8" PVC SDR 35 @0.50%Str. 201131 LF - 8" PVC SDR 35 @0.50%Str. 200129 LF - 8" PVC SDR 35 @0.50%Begin ProjectSta. 10+14.86Elev. 742.89230 LF - 12" Stm. @0.45%230 LF - 12" Stm. @0.45%Inv. N 737.25Inv. E 738.34Rim:741.748" MH Type IStr. 18, 12+18184 LF - 12" Stm. @0.45%Inv. N 736.38Inv. S 736.42Rim:740.748" MH Type IStr. 17, 14+02Inv. N 736.07Inv. S 736.11Inv. E 736.94Rim:740.448" MH Type IStr. 14, 14+6260 LF - 12" Stm. @0.45%SASASA
SA21 LF - 8" PVC SDR 35 @0.42%180 LF - 8" PVC SDR 35 @0.50%131 LF - 8" PVC SDR 35 @0.50%SA2126252415161713141265751+00
61+00
71+00 Begin ProjectSta. 10+14.84 "P-Align-A"N:2,351,254.27E:182,992.04Station Equation11+22.04 "P-ALIGN-A" =50+00.00 "P-ALIGN-B"Station Equation13+02.05 "P-ALIGN-A" =60+00.00 "P-ALIGN-C"S0° 24' 18.01"EN0° 24' 18.01"WN89° 32' 12.11"E
129 LF - 8" PVC SDR 35 @0.50%29 LF - 8" Stm. @0.50%60 LF - 12" Stm. @0.45%35 LF - 8" Stm. @0.50%230 LF - 12" Stm. @0.45%Station Equation100+36.00 Line "P-Align-G" =14+33.03 Line "P-ALIGN-A"11+0012+0013+0014+0015+00???742.71742.44742.18741.92741.66741.39741.13740.87740.63740.43740.22Inv. E 734.00Rim:740.0San. MH Type IStr. EX. 222, 14+33Inv. N 736.84Inv. E 736.94Rim:742.3San. MH Type IStr. 203, 11+22Inv. N 735.84Inv. S 735.94Inv. E 735.94Rim:741.4San. MH Type IStr. 201, 13+02Inv. S 734.84Inv. E 734.94Inv. N 734.94Rim:740.2San. MH Type IStr. 205Str. No. 18Inv. W 738.44Inv. E 739.04Rim:741.730" Inlet Type IStr. 19, 12+18Inv. W 739.18Rim:742.024" Square Catch BasinStr. 20, 12+18Str. No. 17Inv. W 734.09Inv. S 735.19Inv. N 734.19Rim:740.7San. MH Type IStr. 200, 14+33Inv. W 737.03Inv. SE 737.07Rim:740.430" Inlet Type IStr. 15, 14+62Inv. NW 737.25Rim:740.224" Square Catch BasinStr. 16, 14+4120 LF - 12" Stm. @0.45%184 LF - 12" Stm. @0.45%21 LF - 12" Stm. @0.45%Str. No. 1475575074574073573072503/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 PP-LINE A.DWG PP-Line A RICHARD DAVILA 9.25.2026 2:44 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/202602040( IN FEET )101 inch = 20 ft.ofPLAN AND PROFILE
STA. 10+00.0 TO STA. 15+24.9
'P-ALIGN-A'1" = 40'13IRON CREEK LANEHEPLER STREET P-ALIGN-AIRON CREEK LANEP-ALIGN-AP-ALIGN-B
P-ALIGN-C
CREEKBOTTOM DRIVE CREEKBOTTOM DRIVE
P-ALIGN-D 8" DI Water Main6" DI Water Main 8" DI Water Main8" DI Water Main8" DI Water Main1" Type K Copper Water Service6" Typ. Sanitary Service1" Type K Copper Water Service6" Typ. Sanitary ServicePROPOSED FEATURES LEGENDDrivewayConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsAlleyway PCCP Pavement, See Typical SectionsLandscape/Yard Area, See Landscape PlanConcrete Curb, 6", See Construction DetailsDetectable Warning SurfaceStreet LightUtility and Surface Drainage EasementCFHKL136" DI Water Main 8" x 8" x 8" Tee with(2) 8" Gate Valves8" - 45° Bend8" x 8" x 6" Tee8" x 8" x 6"x 6"CrossKKKFFFFFFHHHLLLLLLLLLLLLLLLLL13131313131313131313138" DI Water Main5' Below Proposed GroundSurface over Water Main8" DI Water Main5' Below Proposed GroundSurface over Water MainMaintain Required 1.5' Vertical Separation5' Min. CoverSawcut, Remove and Replace for Water Main ConnectionExisting 6" Water Main
Existing 8" Sanitary SewerRemove Plug, Connect 6" WaterMain to Existing 6" Water Main6" Gate Valve6" DI Water Main
P-ALIGN-GProposed Grade over Water MainProposed Grade over Water Main5' Min. CoverP-Align-A Proposed ProfileP-Align-A Existing ProfileP-Align-A Proposed ProfileASCIPPSET CAPPED REBAR "ABONMARCHE CONTROL POINT"GAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYOHUOHUEXISTING FEATURES LEGENDMEUNDERGROUND ELECTRICELELUNDERGROUND GASGASGASUNDERGROUND TELE-COMMUNICATIONUTUTUNDERGROUND WATERWUNDERGROUND GEOTHERMALHVCHVCUNDERGROUND FIBER-COMMUNITCATIONFOCFOCUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPEBOLCBE PANELMEEFDCFMAGSXSMAGLPHHSMHTTLPICVGMGUTILSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGNMaintain Required 1.5' Vertical Separation8" - 45° Wye with Blind Flange, and Thrust BlockRemove Existing Plug and Connect to Existing 8" Water Main(Field Verify Location of End Cap / End of Main prior to Directional Drill)8" DI Water Main 8" DI Water Main 64' - 8" DI Water Main - Directional DrillContractor shall field verify for existing utility locations alongalignment of directional drill prior to commencement of the work.8" Gate Valve8" Plug withThrust Block10' - 8" DIWater Main4444
SASA119 LF - 8" PVC SDR 35 @0.50%27282930313238373635343371+00
81+00
End ProjectSta. 18+60.61 "P-Align-A"N:2,352,100.02E:182,986.06Station Equation17+95.03 "P-ALIGN-A" =80+00.00 "P-ALIGN-E"Station Equation15+62.05 "P-ALIGN-A" =70+00.00 "P-ALIGN-D"N89° 32' 12.11"E N0° 24' 18.01"WS0° 24' 18.01"EN89° 32' 12.11"E 129 LF - 8" PVC SDR 35 @0.50%230 LF - 12" Stm. @0.45%230 LF - 12" Stm. @0.45%21 LF - 12" Stm. @0.45%24 LF - 8" Stm. @0.45%98 LF - 12" Stm. @0.45%94 LF - 12" Stm. @0.47%WLWLWLWLWLWLWL
WL
WL
WL
WL
WL
WL
WL
WLWLWL
WL
WLWLWLWL
WL
WL
WL
WL
91+00
Station Equation16+81.53 Line "P-ALIGN-A" =90+00.00 Line "P-Align-F"N89° 32' 12.11"E 100+36.00 Line "P-Align-G" =16+0017+0018+00740.22740.02739.82739.55739.13738.64737.57Inv. S 735.53Inv. E 735.63Rim:739.7San. MH Type IStr. 207, 16+82Inv. S 734.84Inv. E 734.94Inv. N 734.94Rim:740.2San. MH Type IStr. 205, 15+62Str. No. 13Inv. N 732.90Inv. E 736.19Inv. W 732.94Rim:739.548" MH Type IStr. 11, 16+92Inv. W 736.30Rim:739.224" Square Catch BasinStr. 12, 16+87Str. No. 1072072573073574074575075515+5016+0016+5017+0017+5018+0018+5018+75740.2740.22740.1740.02739.7739.82738.9
739.55
737.3
739.13
736.5
738.64
736.2
737.57 STA = 16+84.53EL = 739.68STA = 17+95.03EL = 738.75-0.40%-0.84%-2.14%Str. 205119 LF - 8" PVC SDR 35 @0.50%Str. 207End ProjectSta. 18+65.11Elev. 737.25230 LF - 12" Stm. @0.45%230 LF - 12" Stm. @0.45%Inv. NE 732.44Inv. S 732.46Rim:738.648" MH Type IStr. 10, 17+8994 LF - 12" Stm. @0.47%Inv. E 733.04Inv. S 735.04Rim:739.548" MH Type IStr. 13, 16+9298 LF - 12" Stm. @0.45%75575074574073573072503/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 PP-LINE A.DWG PP-Line A (2) RICHARD DAVILA 9.25.2026 2:45 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/202602040( IN FEET )101 inch = 20 ft.ofPLAN AND PROFILE
STA. 15+24.9 TO E.O.P.
'P-ALIGN-A'1" = 40'14P-ALIGN-D
P-ALIGN-E IRON CREEK LANEP-ALIGN-AIRON CREEK LANEP-ALIGN-A8" DI Water Main1" Type K Copper Water Service6" Typ. Sanitary Service6" DI Water Main 8" x 6"x 6" TeeFire Hydrant Assembly with 6" Gate ValveKKKKFFFFLLLLLL131313131313LDelineated Wetland LimitsDelineated Wetland LimitsDelineated Wetland Limits8" DI Water Main5' Below Proposed GroundSurface over Water MainMaintain Required 1.5' Vertical SeparationP-ALIGN-F5' Min. CoverPROPOSED FEATURES LEGENDDrivewayConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsAlleyway PCCP Pavement, See Typical SectionsLandscape/Yard Area, See Landscape PlanConcrete Curb, 6", See Construction DetailsDetectable Warning SurfaceStreet LightUtility and Surface Drainage EasementCFHKL13SCIPPSET CAPPED REBAR "ABONMARCHE CONTROL POINT"GAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYOHUOHUEXISTING FEATURES LEGENDMEUNDERGROUND ELECTRICELELUNDERGROUND GASGASGASUNDERGROUND TELE-COMMUNICATIONUTUTUNDERGROUND WATERWUNDERGROUND GEOTHERMALHVCHVCUNDERGROUND FIBER-COMMUNITCATIONFOCFOCUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPEBOLCBE PANELMEEFDCFMAGSXSMAGLPHHSMHTTLPICVGMGUTILSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGNProposed Grade over Water MainP-Align-A Proposed ProfileP-Align-A Existing ProfileP-Align-A Proposed ProfileP-Align-A Existing ProfileA1313732
737Storm Pipe Connects to Str. 10 and 11H
SASA192 LF - 8" PVC SDR 35 @1.00%2431 658751+0052+00Sta. 10+14.84 "P-Align-A"N89° 32' 12.11"EStation Equation11+22.04 "P-ALIGN-A" =50+00.00 "P-ALIGN-B"Inv. W 738.87Rim:743.6San. MH Type IStr. 204, 51+9211+00???742.71 742.44 742.18720725730735740745750755
72072573073574074575075550+0050+5051+0051+5052+0052+50741.9742.33741.9742.88744.1743.13743.9743.38
743.3 Str. 203192 LF - 8" PVC SDR 35 @1.00%Str. 204STA = 50+10.00EL = 742.18STA = 50+18.00EL = 742.30STA = 50+23.50EL = 742.70STA = 50+28.50EL = 742.77-1.50%1.50%7.18%1.50%0.50%Begin ProjectSta. 50+00.00Elev. 742.33End ProjectSta. 51+94.85Elev. 743.7803/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 PP-LINE A.DWG PP-Line B RICHARD DAVILA 9.25.2026 2:45 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/202602040( IN FEET )101 inch = 20 ft.ofPLAN AND PROFILE
STA. 50+00.0 TO E.O.P.
'P-ALIGN-B'1" = 40'15P-ALIGN-BP-ALIGN-BIRON CREEK LANEP-ALIGN-A IRON CREEK LANEP-ALIGN-A1" Type K Copper Water Service6" Typ. Sanitary ServiceFLAALLLLLLCCCCCCCCCFL131315' Utility and Access Easement20' Utility and Access Easement25' R/W 25' R/W
SCIPPSET CAPPED REBAR "ABONMARCHE CONTROL POINT"GAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYOHUOHUEXISTING FEATURES LEGENDMEUNDERGROUND ELECTRICELELUNDERGROUND GASGASGASUNDERGROUND TELE-COMMUNICATIONUTUTUNDERGROUND WATERWUNDERGROUND GEOTHERMALHVCHVCUNDERGROUND FIBER-COMMUNITCATIONFOCFOCUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPEBOLCBE PANELMEEFDCFMAGSXSMAGLPHHSMHTTLPICVGMGUTILSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGNHEPLER STREET8" x 8" x 8" Tee with(2) 8" Gate Valves8" PlugFire Hydrant Assembly8" DI Water Main8" DI Water MainMaintain Minimum 5' Cover over Water MainFFHLLLLLLL40' R/W40' R/W40' R/WP-Align-B Existing ProfileP-Align-B Proposed ProfilePROPOSED FEATURES LEGENDDrivewayConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsAlleyway PCCP Pavement, See Typical SectionsLandscape/Yard Area, See Landscape PlanConcrete Curb, 6", See Construction DetailsDetectable Warning SurfaceStreet LightUtility and Surface Drainage EasementCFHKL13A8" Gate Valve4
SASA192 LF - 8" PVC SDR 35 @1.00%19201091516171813141112658761+0062+00N89° 32' 12.11"EN0° 24' 18.01"W Station Equation13+02.05 "P-ALIGN-A" =60+00.00 "P-ALIGN-C"Inv. W 737.86Rim:742.6San. MH Type IStr. 202, 61+9212+00 13+00741.92 741.66 741.39 741.13720725730735740745750755
72072573073574074575075560+0060+5061+0061+5062+0062+50741.5741.38741.7741.93741.5742.18742.2742.43
743.6 Str. 201192 LF - 8" PVC SDR 35 @1.00%Str. 202Begin ProjectSta. 60+00.00Elev. 741.38End ProjectSta. 61+94.65Elev. 742.83STA = 60+10.00EL = 741.23STA = 60+18.00EL = 741.36STA = 60+23.50EL = 741.75STA = 60+28.50EL = 741.82-1.50%1.59%7.09%1.50%0.50%03/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 PP-LINE A.DWG PP-Line C RICHARD DAVILA 9.25.2026 2:45 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/2026ofPLAN AND PROFILE
STA. 60+00.0 TO E.O.P.
'P-ALIGN-C'1" = 40'16IRON CREEK LANEP-ALIGN-A P-ALIGN-CP-ALIGN-CIRON CREEK LANEP-ALIGN-A1" Type K Copper Water Service6" Typ. Sanitary Service02040( IN FEET )101 inch = 20 ft.6" DI Water MainAAALLLLLLLLLLFFCCCCCCCCCCCFFF131320' Utility and Access Easement20' Utility and Access Easement20' Utility and Access Easement25' R/W 25' R/W 25' R/W
SCIPPSET CAPPED REBAR "ABONMARCHE CONTROL POINT"GAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYOHUOHUEXISTING FEATURES LEGENDMEUNDERGROUND ELECTRICELELUNDERGROUND GASGASGASUNDERGROUND TELE-COMMUNICATIONUTUTUNDERGROUND WATERWUNDERGROUND GEOTHERMALHVCHVCUNDERGROUND FIBER-COMMUNITCATIONFOCFOCUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPEBOLCBE PANELMEEFDCFMAGSXSMAGLPHHSMHTTLPICVGMGUTILSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGN1" Type K Copper Water Service8" x 8" x 6" TeeBlow Off Hydrant Assemblywith 6" Gate ValveMaintain Minimum 5' Cover over Water Main20' Utility and Access EasementFLLLLLLLLP-Align-C Existing ProfileP-Align-C Proposed ProfilePROPOSED FEATURES LEGENDDrivewayConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsAlleyway PCCP Pavement, See Typical SectionsLandscape/Yard Area, See Landscape PlanConcrete Curb, 6", See Construction DetailsDetectable Warning SurfaceStreet LightUtility and Surface Drainage EasementCFHKL13A444444
SASA190 LF - 8" PVC SDR 35 @0.50%27282930313222212625242371+0072+00S0° 24' 18.01"E N89° 32' 12.11"EStation Equation15+62.05 "P-ALIGN-A" =70+00.00 "P-ALIGN-D"Sta. 100+00.00 "P-Align-G"Inv. W 735.88Rim:741.3San. MH Type IStr. 206, 71+9015+00 16+00740.43 740.22 740.02 739.82720725730735740745750755
72072573073574074575075570+0070+5071+0071+5072+0072+50740.2740.17740.4740.70739.9740.90739.9741.10
740.0 190 LF - 8" PVC SDR 35 @0.50%Str. 206Str. 205Begin ProjectSta. 70+00.00Elev. 740.17End ProjectSta. 71+94.39Elev. 741.27STA = 70+10.00EL = 740.02STA = 70+18.00EL = 740.14STA = 70+23.50EL = 740.54STA = 70+28.50EL = 740.61-1.50%1.50%7.18%1.50%0.40%SASA19
20
22
21
26
25
24
23
15
16
17
18 N89° 43' 13.68"EStation Equation100+36.00 Line "P-Align-G" =14+33.03 Line "P-ALIGN-A"End ProjectSta. 100+64.50 "P-Align-G"N:2,351,672.58E:183,017.58Begin ProjectSta. 100+00.00 "P-Align-G"N:2,351,672.26E:182,953.0821 LF - 8" PVC SDR 35 @0.42%Inv. E 734.00Rim:740.0San. MH Type IStr. EX. 222, 100+15Inv. W 734.09Inv. S 735.19Inv. N 734.19Rim:740.7San. MH Type IStr. 200, 100+3614+00 15+00
740.87 740.63 740.4360 LF - 12" Stm. @0.45%720725730735740745750755720725730735740745750755100+00100+50101+00739.4
739.41
740.7
740.71 Str. EX. 22221 LF - 8" PVC SDR 35 @0.42%Str. 200STA = 100+24.76EL = 740.46STA = 100+35.23EL = 740.66STA = 100+46.00EL = 740.55Begin ProjectSta. 100+00.03Elev. 739.41End ProjectSta. 100+64.50Elev. 741.2435 LF - 8" Stm. @0.50%21 LF -12" Stm.@0.45%Str. 15Str. 1403/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 PP-LINE A.DWG PP-Line D RICHARD DAVILA 9.25.2026 2:45 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/2026ofPLAN AND PROFILE
STA. 70+00.0 TO E.O.P. 'P-ALIGN-D'
STA. 100+00.0 TO E.O.P. 'P-ALIGN-G'1" = 40'17IRON CREEK LANEP-ALIGN-A P-ALIGN-DP-ALIGN-DIRON CREEK LANEP-ALIGN-A6" Typ. Sanitary Service6" Typ. Sanitary Service02040( IN FEET )101 inch = 20 ft.AAACCCCCCCCCCLLLLLLLLLFFFF131320' Utility and Access Easement20' Utility and Access Easement25' R/W25' R/W25' R/W CCSCIPPSET CAPPED REBAR "ABONMARCHE CONTROL POINT"GAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYOHUOHUEXISTING FEATURES LEGENDMEUNDERGROUND ELECTRICELELUNDERGROUND GASGASGASUNDERGROUND TELE-COMMUNICATIONUTUTUNDERGROUND WATERWUNDERGROUND GEOTHERMALHVCHVCUNDERGROUND FIBER-COMMUNITCATIONFOCFOCUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPEBOLCBE PANELMEEFDCFMAGSXSMAGLPHHSMHTTLPICVGMGUTILSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGNP-ALIGN-GCREEKBOTTOM DRIVECREEKBOTTOM DRIVE8" x 8" x 6"x 6" Cross6" DI Water MainRemove Plug, Connect 6" WaterMain to Existing 6" Water Main6" Gate Valve6" DI Water Main1" Type K Copper Water ServiceBlow Off Hydrant Assemblywith 6" Gate ValveMaintain 6' Cover over Water Main5' Minimum CoverHLFLLLLLLLLLLLLHFFF1" Type K CopperWater ServiceFF8" DI Water Main8" DI Water Main
25' R/W 25' R/W50' R/W50' R/W50' R/W50' R/W8" Water MainP-Align-D Existing ProfileP-Align-D Proposed ProfileP-Align-G Existing ProfileP-Align-G Proposed ProfilePROPOSED FEATURES LEGENDDrivewayConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsAlleyway PCCP Pavement, See Typical SectionsLandscape/Yard Area, See Landscape PlanConcrete Curb, 6", See Construction DetailsDetectable Warning SurfaceStreet LightUtility and Surface Drainage EasementCFHKL13A6" DI Water Main5' Below Proposed GroundSurface over Water MainMaintain Required 1.5' Vertical Separation44L44
383736353433 81+0082+00Sta. 18+60.61 "P-Align-A"N89° 32' 12.11"EN0° 24' 18.01"W Station Equation17+95.03 "P-ALIGN-A" =80+00.00 "P-ALIGN-E"94 LF - 12" Stm. @0.47%Station Equation16+84.53 Line "P-ALIGN-A" =90+00.00 Line "P-Align-F"Inv. NE 732.44Inv. S 732.46Rim:738.648" MH Type IStr. 10, 80+1018+00739.13 738.64 737.57720725730735740745750755
72072573073574074575075580+0080+5081+0081+5082+0082+50736.5738.75736.5738.55736.9738.55736.8738.55
736.0 STA = 80+10.00EL = 738.60STA = 80+18.00EL = 738.72STA = 80+45.97EL = 738.55-1.50%1.50%-0.61%0.00%Begin ProjectSta. 80+00.00Elev. 738.75End ProjectSta. 81+94.13Elev. 738.55Str. 1094 LF - 12" Stm. @0.47%72072573073574074575075572072573073574074575075590+0090+5091+0091+5092+0092+50739.4
739.41
739.1
739.13
739.5
739.53
739.4
739.41
738.1
738.12 Inv. S 735.53Inv. E 735.63Rim:739.7San. MH Type IStr. 207, 90+00194 LF - 8" PVC SDR 35 @0.50%Inv. W 736.60Rim:741.0San. MH Type IStr. 208, 91+94-1.50%1.50%1.59%0.00%0.55%0.09%-0.59%3.45%-22.05%24 LF - 8" Stm. @0.45%Begin ProjectSta. 90+00.00Elev. 739.68End ProjectSta. 92+05.23Elev. 739.04Inv. W 736.30Rim:739.224" Square Catch BasinStr. 12, 90+33Inv. N 732.90Inv. E 736.19Inv. W 732.94Rim:739.548" MH Type IStr. 11, 90+10SASA194 LF - 8" PVC SDR 35 @0.50%27
28
29
30
3132
38
37
36
35
34
33
N0° 24' 18.01"W
91+0092+00N89° 32' 12.11"EStation Equation16+84.53 Line "P-ALIGN-A" =90+00.00 Line "P-Align-F"24 LF - 8" Stm. @0.45%Inv. W 736.60Rim:741.0San. MH Type IStr. 208, 81+94Inv. NE 732.44Inv. S 732.46Rim:738.648" MH Type IStr. 10, 80+10Str. No. 207Inv. W 736.30Rim:739.224" Square Catch BasinStr. 12, 90+3317+00
739.82 739.55 739.13
Str. No. 11Str. No. 1303/28/202524-0922IRON CREEK VILLAS
HEPLER STREET, SOUTH BEND, INDIANAJWLCGRADPROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-0922 SOUTH BEND VILLAS AT HEPLER & HICKORY\CAD\_CIVIL\PLAN SHEETS\24-0922 PP-LINE A.DWG PP-Line E RICHARD DAVILA 9.25.2026 2:45 PM
DEFABONMARCHE
COPYRIGHT 2026- 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.com31NO.REVISION DESCRIPTION:BY:DATE:03/28/20251REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD06/09/20252REVISED PER CITY OF SOUTH BEND PLAN REVIEWRAD07/03/20253REVISED PER IDEM SANITARY SEWER PERMIT REVIEW RAD07/08/20254REVISED UNITS PER CLIENT RAD09/25/2026ofPLAN AND PROFILE
STA. 80+00.0 TO E.O.P. - 'P-ALIGN-E'
STA. 90+00.0 TO E.O.P. - 'P-ALIGN-F'1" = 40'18IRON CREEK LANEP-ALIGN-A P-ALIGN-EP-ALIGN-EIRON CREEK LANEP-ALIGN-A12" End Section w/ 5 Syds Rip Rap12" IE: 732.00Turf Reinforcement Mat - SeeConstruction Details02040( IN FEET )101 inch = 20 ft.HCCCCCCLLLLLLL13KKKK25' R/W25' R/W
6" DI Water MainBlow-off Hydrant with6" Gate Valve1" Type K Copper Water Service6" Typ. Sanitary ServiceFFFFLLLLLL17' Utility and Access Easement8" x 6"x 6" TeeFire Hydrant Assembly with 6" Gate ValveLSCIPPSET CAPPED REBAR "ABONMARCHE CONTROL POINT"GAS MARKERGAS METERBASKETBALL HOOPELECTRIC METERUTILITY MANHOLEPOWER POLEOVERHEAD UTILITYOHUOHUEXISTING FEATURES LEGENDMEUNDERGROUND ELECTRICELELUNDERGROUND GASGASGASUNDERGROUND TELE-COMMUNICATIONUTUTUNDERGROUND WATERWUNDERGROUND GEOTHERMALHVCHVCUNDERGROUND FIBER-COMMUNITCATIONFOCFOCUNDERGROUND SANITARY SEWERUNDERGROUND STORM SEWER PIPEBOLCBE PANELMEEFDCFMAGSXSMAGLPHHSMHTTLPICVGMGUTILSET CHISELED/MARKED "X"SET MAG NAILFOUND MAG NAILBOLLARDELECTRICAL PANELELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTALTRAFFIC LIGHT POLE (STRAIN)LIGHT POLEHAND HOLECURBED STORM STRUCTUREMANHOLEMHSANITARY SEWER MANHOLEFIRE HYDRANTFIRE DEPARTMENT CONNECTIONIRRIGATION CONTROL VALVEPOSTSIGN POST (CANTILEVERED)TRAFFIC SIGN02040( IN FEET )101 inch = 20 ft.3' Min. CoverP-ALIGN-FP-Align-E Existing ProfileP-Align-E Proposed ProfileP-Align-F Existing ProfileP-Align-F Proposed ProfilePROPOSED FEATURES LEGENDDrivewayConcrete Sidewalk, 4", See Construction DetailsADA Curb Ramp, See Construction DetailsResidential HMA Pavement, See Typical SectionsAlleyway PCCP Pavement, See Typical SectionsLandscape/Yard Area, See Landscape PlanConcrete Curb, 6", See Construction DetailsDetectable Warning SurfaceStreet LightUtility and Surface Drainage EasementCFHKL13ATurf Reinforcement Mat - SeeConstruction Details137327378" Water Main6" DI Water Main5' Below Proposed GroundSurface over Water MainF17' Utility and Access Easement1" Type K Copper Water Service
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date: 10/5/2026
Name: Charlie Brach Department of Public Works – Engineering Division
BPW Date: 10/13/2026 Phone Extension: 9246
Required Prior to Submittal to Board
BPW Attorney X 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 and Sewer
Extension Agreement
Ease./Encroach
Required Information
Company or Vendor Name Fox Creek LLC
New Vendor Yes If Yes, Approved by Purchasing
No
MBE/WBE Contractor MBE
WBE Completed E-Verify Form Attached Yes
No
Project Name Iron Creek Villas
Project Number DP24-043
Funding Source N/A
Account No. PR/ PO # N/A
Amount N/A
Terms of Contract N/A
Special Contract Provisions N/A
Purpose/Description Water and sewer extension agreement for the Iron Creek Villas Development
to extend water and sewer mains to serve 38 new residential units north of the
intersection of Hepler and Hickory. There is a title sheet to sign with this.
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: