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AS NOTEDCONSTRUCTION DETAILSC6.2 <br />05/13/2025 <br />24-1420PROJECT:DATE: <br />SHEET NO. <br />ACI JOB # <br />DRAWN BY: <br />DESIGNED BY: <br />PM REVIEW: <br />SEAL: <br />SIGNATURE: <br />SCALE:SHEET TITLE:QA/QC REVIEW: <br />DATE:O:\PROJECTS\2024\24-1420 MARION COURT DEVELOPMENT\CAD\_CIVIL\PLANS\C6.0 CONSTRUCTION DETAILS 24-1420.DWG C6.2 NATASHA IUSTON 5.16.2025 10:19 AMABONMARCHECOPYRIGHT 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.comNO.REVISION DESCRIPTION:BY:DATE:MARION COURTRESIDENTIAL DEVELOPMENT WEST MARION STREETSOUTH BEND, INDIANANI <br />DSK <br />SDR <br />DSK <br />AIDIN N A <br />T <br />STATE OF <br />No. PE19900163REGISERE <br />D <br />PINKYD <br />S.RA L <br />ON LASS <br />EFORP <br />I INE G EERNNOT FOR PRICING <br />NOT FOR CONSTRUCTION <br />FOR REVIEW ONLY <br />NOTES <br />1.Any subgrade disturbed beneath hydrant shall be thoroughly compacted or suitable material shall be furnished, <br />placed and compacted to provide a firm foundation for the hydrant. <br />2.Hydrant drainage: To prevent freezing of the hydrant barrel if it were not drained, a drainage pit 2'x2'x2' shall <br />be excavated below the hydrant and filled with course gravel or crushed stone mixed with sand to a depth of 6" <br />above the hydrant opening, providing sufficient aggregate void space to more than equal the volume of the <br />barrel. The drainage pit should neither be near, nor have a connection to a sewer. <br />3.Hydrant painting: Hydrants to be painted red, white and blue per manufacturer's paint specs. <br />4.All pipe, fitting and valve joints shall be restrained with wedge action restraints. <br />PLAN <br />ELEVATION 24"24"6"5' Min.Finish Grade <br />6' Max._"x_"x6" Tee (Restrained <br />with Wedge Action Restraints) <br />6" x Min. 13" <br />6" Gate Valve (Restrained with <br />Wedge Action Restraints) w/ Box <br />6" x Min. 24" <br />Fire Hydrant (Restrained with <br />Wedge Action Restraints) <br />Hydrant Drainage Pit (See Note 2) <br />6" Gate Valve (Restrained <br />with Wedge Action Restraints) <br />w/ Box <br />6" x Min. 13" <br />6" x Min. 24" <br />_"x_"x6" Tee (Restrained <br />with Wedge Action <br />Restraints) <br />Fire Hydrant (Restrained with <br />Wedge Action Restraints)60' Min. CoverNOTES <br />1.Gate valves shall be manufactured by Clow, Mueller, or approved equal. <br />2.Valve box shall be manufactured by Tyler Pipe Industries Model 664-S or approved equal. <br />3.Gate valves shall be used on water main pipe 12-inches and smaller. <br />4.Valve spacing shall be no greater than 1,000 feet. A main line valve shall be placed at each intersection. <br />5.Valve locations shall be configured to be within 3 Ft. of adjoining fittings. <br />Restrain with Wedge <br />Action Restraints (Typ) <br />Adjustable Type 2 Piece, Cast Iron <br />Valve Box 1/2 of Adjustment <br />to Remain <br />Set Top Flush with Ground or PavementLid shall have the word <br />"WATER" cast into it <br />NOTES <br />1.Tapping valves shall be Clow, Mueller, or approved equal. <br />2.The physical tapping of the existing water main shall be performed by the City's utility <br />distribution department. All excavation and preparation work shall be performed by the <br />contractor, and the contractor shall provide all materials. The utility will only perform the <br />physical tap. Contractor shall coordinate with the Water Department. <br />TAP MADE UNDER PRESSURE (WET TAP) <br />CONNECTING NEW MAIN TO EXITING MAIN <br />Ex. Main <br />Restrain with Wedge <br />Action Restraints <br />New Main <br />Tapping Valve <br />H304 Stainless <br />Steel Tapping <br />Sleeve <br />5' Minimum - 6' MaximumNOTES <br />1.Service shut-off box shall be placed in the public right-of-way in grass between curb and sidewalk. <br />2.For a 2" service the corporation stop shall be located at 90° (level). <br />Finish Ground <br />Cast iron Access Cap (4" - 2 hole) <br />Service Shut-off Box <br />(Tyler 95E or Approved Equal) <br />Shut-off Box Rod <br />1" Compression Curb <br />Stop (Ball Valve) <br />Brick <br />Type "K" Service <br />Pipe to Establishment <br />Ball Type <br />Corporation Stop <br />(1" CC Threads x 1" <br />Copper Compression <br />or approved equal <br />For 1" & 2" Services, a Twin Strap <br />Nylon or Epoxy Coated Saddle is <br />Req'd. <br />Type "K" Copper Service <br />(Perpendicular to Main) <br />Water Main <br />45° * <br />WATER SERVIC E CONNECTION TYPICAL <br />DETAIL <br />(Not To Scale) <br />TAPPING SLEEVE & VALVE TYPICAL DETAIL <br />(Not To Scale) <br />GATE VALVE & BOX TYPICAL DETAIL <br />(Not To Scale) <br />FIRE HYDRANT ASSEMBLY TYPICAL DETAIL <br />(Not To Scale) <br />22.5 <br />45.0 <br />11.5 <br />12"8"10" <br />22.5 <br />45.0 <br />11.25 <br />10" <br />11.25 <br />(DEGREES) <br />BEND ANGLE <br />VERTICAL DOWN BEND TABLE <br />PIPE DIAMETER <br />PIPE DIAMETER <br />VERTICAL UP BEND TABLE <br />BEND ANGLE <br />(DEGREES) <br />(DEGREES) <br />BEND ANGLE <br />90.0 <br />45.0 <br />22.5 <br />8" <br />HORIZONTAL BEND TABLE <br />PIPE DIAMETER <br />6"12" <br />4" <br />4"8" <br />8" <br />DIAMETER 12" <br />BRANCH DIAMETER <br />6" <br />TEE CONNECTION TABLE <br />10" <br />6" <br />10" <br />12" <br />RUN <br />6"4" <br />4"6"10"8"12" <br />4" <br />2 3 <br />17 <br />LENGTH OF WATER MAIN TO BE RESTRAINED IN FEET <br />3 <br />6 <br />14 20 <br />9 <br />4 <br />2 3 <br />6 <br />11 <br />26 <br />4 <br />7 <br />13 <br />31 <br />4 <br />8 <br />15 <br />37 <br />5 6 7 8 <br />7 9 12 14 17 <br />13 18 24 29 34 <br />40 55 67 80 <br />24 39 54 66 79 <br />22 37 52 65 78 <br />19 35 51 64 77 <br />17 34 50 63 77 <br />1 2 2 2 3 <br />5 <br />209 <br />44 <br />76 <br />32 <br />4 <br />SIZE <br />REDUCER CONNECTION TABLE <br />RESTRAINED LENGTH <br />6"x8"24 <br />THE ABOVE TABLES WERE CREATED USING THE EBBA SOFTWARE FOR MINIMUM RESTRAINED LENGTHS FOR PVC <br />(C900) PIPE. THE SAND (SP) SOIL CONDITIONS WERE USED AS THE SOIL TYPE IN ALL OF THE CALCULATIONS. <br />ALL PVC PIPES BETWEEN BENDS MUST BE RESTRAINED WITH LOCKING GASKETS TO THE MINIMUM LENGTHS <br />LOCATED IN THE WATER MAIN RESTRAINED TABLES. <br />IF THE MINIMUM LENGTH IS BEFORE THE FIRST JOINT, THE FIRST JOINT SHALL BE RESTRAINED. <br />8"x10" <br />8"x12" <br />10"x12" <br />23 <br />43 <br />24 <br />1.Water main, domestic and fire services, materials and construction shall <br />be in accordance with the construction standards of the jurisdictional <br />municipality, AWWA Standards, and these Construction Drawings. <br />2.Water main (4-inch diameter and larger) shall be Class 50 ductile iron <br />and pipe fittings shall be Class 250 ductile iron mechanical joint meeting <br />the requirements of the jurisdictional municipality and AWWA C-110 or <br />AWWA C-111. Water main joints shall be bell and spigot with <br />elastomeric rubber gaskets. Joints shall be push-on or mechanical, <br />unless otherwise noted in the plans. Mechanical joint fittings shall be <br />restrained by a mega-lug flange or grip ring meeting the jurisdictional <br />municipality's latest specifications. <br />3.Water services (less than 4-inch diameter) shall be Type 'K' Copper. <br />4.All gate valves shall be resilient sealed and meet or exceed AWWA C509 <br />(standard for resilient wedge seated valves) and the jurisdictional <br />municipality standards. Valves shall be rated for 200 psi working water <br />pressure with mechanical joints and open left (counterclockwise). <br />Valves shall be anchored with restrained joints and thrust blocking. <br />Valves shall be installed with standard cast iron valve boxes, plumb over <br />the wrench nut of the valve and to finished grade, and have a round <br />plug-type cover embossed with "WATER". <br />5.Retainer glands shall be provided on all valves and fittings in <br />accordance with the jurisdictional municipality standards. <br />6.Water service shall have a minimum cover of 5 feet. <br />7.Water pipe shall be backfilled in accordance with the requirements as <br />set forth in the plans for rigid pipe beneath pavement. <br />8.Maintain a minimum horizontal clear separation 10 feet between water <br />and sewer pipes. Where water and sewer pipes cross, maintain a <br />minimum vertical clear separation of 18 inches. If separation cannot be <br />met, the sewer pipe shall be constructed of water grade pipe meeting <br />AWWA Standards for a distance of 10 feet each side of the water pipe. <br />At crossings, one full length of water pipe shall be installed so that the <br />joints will be as far from the sewer pipe as possible. <br />9.All tees, plugs, valves, dead ends, reducers, and bends shall be installed <br />with a restrained joint in accordance with jurisdictional municipality <br />standards. <br />WATER DISTRIBUTION <br />CONSTRUCTION NOTES <br />BACKFILL: IN STREETS, ALLEYS, SIDEWALKS, <br />& DRIVING AREAS <br />Granular material with less than <br />15% passing a No. 200 sieve <br />placed in 6" lifts, compacted to 100% <br />Standard Proctor to subgrade. <br />BACKFILL: IN EASEMENTS <br />& OPEN AREAS <br />Granular material placed in 12" lifts, <br />compacted to 95% Standard Proctor <br />Max. Width = 24" Wider Than Pipe O.D. <br />O.D.12"Removable flowable <br />backfill shall be <br />placedd for all areas <br />within 5' of <br />pavement to 12" <br />above crown; Above <br />this limit, structure <br />backfill shall be used <br />O.D./2Bedding Material: <br />Select suitable excavated material <br />mechanically tamped to 95% <br />Standard Proctor Density; <br />See Note 1 <br />Firmly bed pipe on undisturbed ground; <br />Excavate for bells; No weight shall be supported <br />by bells <br />Finished Grade <br />Springline <br />Undisturbed earth <br />Initial Backfill: <br />Select suitable <br />excavated material <br />mechanically <br />tamped to 95% <br />Standard Proctor <br />Density; See Note 15' Min. CoverWATER MAIN PIPE BEDDING TYPICAL DETAIL <br />(Not To Scale) <br />Pipe shall be <br />poly wrapped <br />0.6O.D.