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WWWWWWWWWWW <br />W <br />WWWWW W W W W W W WCOCOCOCOCOCOCOCOCSCSCSCSCSCSCSCSWCSCSCSCSCOCOCOCOCOCOCOCSCSCSCOCSCOCOCOCOWWWCOCOCOCOCOCOCOCOCO <br />UTILITIES PLAN1" = 20'C4.005/13/202524-1420PROJECT:DATE:SHEET NO.ACI JOB #DRAWN BY:DESIGNED BY:PM REVIEW:SEAL:SIGNATURE:SCALE:SHEET TITLE:QA/QC REVIEW:DATE:O:\PROJECTS\2024\24-1420 MARION COURT DEVELOPMENT\CAD\_CIVIL\PLANS\C3.0-C4.0 DRAINAGE-UTILITIES 24-1420.DWG C4.0 NATASHA IUSTON 5.16.2025 9:59 AM <br />ABONMARCHE <br />COPYRIGHT 2025- ABONMARCHE CONSULTANTS, INC.Engineering · Architecture· Land Surveying <br />Benton Harbor Valparaiso <br />South Bend Hobart <br />Goshen Kalamazoo <br />Fort Wayne Grand Haven <br />Lafayette Grand Rapids <br />315 W. Jefferson Boulevard <br />South Bend, IN 46601 <br />T 574.232.8700 <br />F 574.251.4440 <br />abonmarche.comNO.REVISION DESCRIPTION:BY:DATE:MARION COURT <br />RESIDENTIAL DEVELOPMENT <br /> WEST MARION STREET <br />SOUTH BEND, INDIANANIDSKSDRDSKAIDINNATSTATE OFNo. PE19900163R <br />E <br />GI <br />SEREDPINKYD <br />S.RALONLASSEFORPIINEG <br />EER <br />NNOT FOR PRICINGNOT FOR CONSTRUCTIONFOR REVIEW ONLYEx. 90" Combined SewerEx. 16" Water MainEx <br />. <br /> <br />1 <br />6 <br />" <br /> <br />W <br />a <br />t <br />e <br />r <br /> <br />M <br />a <br />i <br />n <br />Ex. 16" Water Main EX. SAN STR. NO. 1Exist. San MHRim:703.81Ex. 15" IE (W):695.05Prop. 8" IE (NW): 696.95Prop. 8" IE (E): 695.5080 LF 8" SDR 35 PVC @ 1.75%SAN.CLEAN-OUTRim:704.268" IE (W):699.26Ex. 12" Water Main 8" DIPWATERMAINFIRE HYDRANTASSEMBLYSTR. NO 1011200 Gal Drywellw/Flat Inlet CastingRim:705.128" IE (SE):701.358" IE (E):700.6736" IE:699.80STR. NO 1021200 Gal Drywellw/Flat Inlet CastingRim:704.3036" IE:699.80STR. NO 1001200 Gal Drywellw/Flat Inlet CastingRim:705.428" IE (NE):701.7836" IE:699.80EX. STORMSTR. NO. 1Exist. Storm MHRim:703.6033 LF 24" PERF. PIPEIN 13' WIDE x 5' DEEPAGGREGATE TRENCH40 LF 24" PERF. PIPEIN 13' WIDE x 5' DEEPAGGREGATE TRENCHSTR. NO 11San MHRim:704.888" IE (N):698.008" IE (SE):697.10STR. NO 12San MHRim:706.008" IE (E):701.008" IE (S):699.1136 LF 8"SDR 35 PVC@ 0.40%SAN. CLEAN-OUTRim:705.678" IE:698.42LOT 1LOT 2STORMCLEAN-OUT (C-O)Rim:706.688" IE:703.6875 LF 8"DOWNSPOUTHEADER@ 1.50%STORMCLEAN-OUTRim:706.478" IE:702.5652 LF 8" STORM@ 1.50%40 LF8" STORM@ 1.50%STORMCLEAN-OUTRim:705.588" IE:702.58STORM C-ORim:705.878" IE:701.27WS <br />SS <br />WS SS <br />SS <br />SSWSWSWSWSWSWSSSSSSSSSSSSS <br />WS <br />WS <br />SS <br />SS16"x16"x8"TAPPINGSLEEVE& VALVEPROPOSED FEATURESLEGENDSwale Centerline1" Domestic Water Service(w/Shut Off Valve As Shown)6" SDR 35 PVC Sanitary Service @ Min. 1%(w/Sanitary Clean-Out As Shown)Downspout Header;Connect Bldg. Downspouts to 8" Headerw/Clean-Outs @ Bldg.HMA Pavement SectionConcrete PavementWater ValveSign & PostWater Service Shut Off ValveClean-OutSSWSCOCSAsphalt Pavement PatchPer City StandardWE <br />x <br />. <br /> <br />9 <br />0 <br />" <br /> <br />C <br />om <br />b <br />i <br />n <br />e <br />d Ex. 15" Combined SewerEx. 12" StormEx. 12" StormEx. 12" StormSTORM CLEAN-OUTRim:706.078" IE:703.078" STORMLOT 3LOT 4LOT 5LOT 6111 LF8" SDR 35 PVC <br />@ 1.00%02040( IN FEET )GRAPHIC SCALE20101 inch = 20 ft.Ex. 14'Alley(grvl.)WSWSWSWSEx. San. Service(F.V.Condition)Ex. San. Service(F.V.Condition)Brick Pavement PatchPer City Standard90 LF 8" SDR 35 <br /> <br />P <br />V <br />C <br />@ 0.50% <br />LELAND AVENUEWEST MARION STREETWEST MAR <br />ION <br /> STREET(brick)(asph.)(a <br />sph <br />. <br />)10' ELECTRICEASEMENTAGGREGATE TRENCH DETAIL(Not To Scale)Line Trench Top, Sides & Bottomw/Non-Woven Geotextile PROPEX 4545or Approved Equal; Provide 18" OverlapAt All Fabric Joints#8 Aggregate w/35% Voids24" Dia. Perforated ADS N-12 PipeFinished GradeParking Lot Pavement Section2'-6"6"5'5'-6"5'-6"13'36" IE:699.801st Fl. & Porch F.F. EL. 707.321st Fl. & PorchF.F. EL. 706.291st Fl. & Porch F.F. EL. 706.441st Fl. & PorchF.F. EL. 706.711st Fl. & PorchF.F. EL. 706.861st Fl. & PorchF.F. EL. 707.131st Fl. & PorchF.F. EL. 707.281st Fl. & PorchF.F. EL. 706.15UNIT 5UNIT 6UNIT 3UNIT 4UNIT 1UNIT 2UNIT 11UNITS 7-10115 LF 8" DOWNSPOUTHEADER @ 1.50%NoteContractor shall ensure all geotextile fabric surrounding pipe, overlaps and joints are properlyinstalled to create a barrier from soil infiltration.Contact Engineer if topsoil, organic, clay, or low permeable material is encounteredexcavation.STR. NO 10San MHRim:704.118" IE (N):697.968" IE (E):697.868" IE (W):696.3020' ClearEasement Line (Typ)UTILITY MAINTENANCERESPONSIBILITIESWater Main: PublicWater Main Extension: PublicSanitary Sewer: PrivateStorm Sewer: Private87 LF 8" DOWNSPOUTHEADER @ 1.50%DOWNSPOUT HEADERSDownspouts from Units 1-10 shall be connectedinto the downspout headers shownEx. San. Service (Located PerCity As-Built Video);Contractor to Expose Exist.Sewer Lateral Prior toConstruction & Notify Engineerfor Inspection;If Required Based onInspection, Line Exist. Lateralfrom Sewer Main toRight-of-Way or ConnectionPoint As Shown & Connect Prop.Lateral to Exist. Lateral(sdwk.) <br />(grass) <br />(sdwk.) <br />(grass)Abandon Ex. LateralUpstream from Prop. Clean-OutSSSSSS <br />WS <br />WS <br />SSEXISTING FEATURESLEGENDMGLPPPSMHCatch BasinGas MeterGuy AnchorLight PolePower PolePower Pole w/DropPower Pole w/LightUtility PoleSanitary ManholeSignWater ValveWater MainOverhead UtilitiesGas LineTelephone LineFiber Optic LineUG Electrical LineChain Link FenceWood Privacy FenceCBOHPP/LUPPP/DCONSTRUCTION NOTES1.Construction, materials, and testing shall be in accordance with the latest Standard Construction Specifications of the localutility owner.2.Contractor shall inquire all utility companies prior to construction for locations of underground utilities. Any damages doneto any public and/or private properties during construction shall be repaired at the Contractor's expense.3.Unsuitable materials that could affect the integrity of the pipes and/or pavement shall be properly treated.4.Any removed and/or disturbed pavement, sidewalk, curb, etc., shall be replaced using the same type of material andbrought back to its original grade and alignment.5.No closing of streets shall be permitted without prior approval from the Municipality.6.Contractor shall take all necessary precautions to protect the work and safety of the public and provide, erect, and maintainall necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices in accordancewith the "Indiana Manual on Uniform Traffic Control Devices for Streets and Highways".7.Contractor shall obtain all necessary project permits form all respective governmental agencies with the exception of theSoil Erosion Permit. The Developer will obtain this permit.8.All backfill for pipe trenches and site grading shall be performed in 6-inch lifts maximum using suitable granular materialand compacted to 100% Standard Proctor to proposed subgrade. Pipe bedding shall be in accordance with ASTM D-2321for flexible and rigid pipe. Backfill material and compaction testing shall be reviewed and performed by a qualifiedgeotechnical testing firm approved by the Architect/Engineer.9.Contractor shall verify the water table and include in the bid the cost for dewatering. The water table shall be lowered to24 inches below the pipe invert prior to installation.10.Water and sewer pipes shall have a minimum horizontal separation of 10 feet from edge of pipe to edge of pipe. Wheneverwater pipes must cross above or below sewer pipes, a minimum vertical separation of 18 inches is required between theoutside of the water pipe and the outside of the sewer pipe. If this cannot be met, the sewer pipe shall be constructed ofwater grade pipe meeting AWWA Standards for a distance of 10 feet each side of the water pipe. At crossings, one fulllength of water pipe shall be installed so that the joints will be as far from the sewer pipe as possible.11.Discrepancies or conflicts in the plans and/or site conditions shall be communicated to the General Contractor / Engineer toensure that clarifications and/or revisions can be made prior to construction.12.Coordinate utility connections to building with Architect.STORM SEWER NOTES1.Storm pipe 12" and smaller shall be SDR 35 PVC OR ADS N-12 HDPE unless noted otherwise. Storm pipe 15" and largershall be ADS N-12 HDPE or C76 CL-III RCP, unless noted otherwise.2.Storm pipe with cover less than two (2) feet below pavement shall be RCP CL-III.3.Pipe shall conform to ASTM C-478 standards. Pipe shall be bedded per pipe manufacturer, and backfilled with suitableclean granular material in accordance with the plans, see pipe trench detail.4.Storm pipe shall maintain 10'-0" minimum horizontal and 18" minimum vertical separation between potable water pipes.5.Roof downspouts storm piping: Prior to construction, Contractor shall review Architectural Drawings accounting for alldownspouts. Downspout storm piping shall be intercepted and connected to the storm sewer. Provide all necessarypiping, fittings, and transition adapters to connect downspout piping to the storm sewer. See Construction Details forDownspout Connection Typical Detail.6.CASTINGSFlat Inlet Casting: Neenah R-2502Solid Casting: Neenah R-1642Neenah castings specified. Approved equal to specified Neenah Foundry Co. castings may be acceptable if approved byOwner. Contractor to submit casting cut sheets to Owner for review.8.Storm sewer open grate castings shall be stamped with a fish image and the message: "DUMP NO WASTE - DRAINS TOWATERWAYS." Solid flat castings shall be stamped with the message "STORM".UTILITY MAINTENANCE RESPONSIBILITIESWATER MAIN - City of South BendSANITARY SEWER (ON PRIVATE PROPERTY) - Property OwnerSANITARY SEWER (IN R/W) - City of South BendProposedR/W (Typ)LINE "A";See Sheet C4.1LINE "B";See Sheet C4.1LINE "C";See Sheet C4.1LINE "D";See Sheet C4.1SAN. CLEAN-OUTRim:706.588" IE:701.3978 LF 8"SDR 35 PVC @ 0.50%47 LF 8" WATERWORKS GRADE150 PSIPRESSURERATED PIPEMEETINGAWWA STDS.