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1" Compression Curb <br />Stop (Ball Valve) <br />ISO, <br />Ball Type <br />Corporation Stop <br />(1" CC Threads x 1" <br />Copper Compression <br />or approved equal <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 />Brick <br />Type "K" Copper Service <br />(Perpendicular to Main) <br />For 1" & 2" Services, a Twin Strap <br />Nylon or Epoxy Coated Saddle is <br />Req'd. <br />Water Main <br />Type "K" Service <br />Pipe to Establishment <br />E <br />' New Main <br />X <br />M <br />OM <br />E <br />E <br />._ <br />En <br />NOTES <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 900 (level). <br />WATER SERVIC E CONNECTION TYPICAL <br />DETAIL <br />(Not To Scale) <br />Lid shall have tF <br />"WATER" cast it <br />Adjustable Type 2 Piece, Ca <br />Valve Box 1/2 of Adju: <br />to F <br />Restrain with Wec.,- <br />Action Restraints (Typ) <br />c-* T^^ r-'' -," -,i+h Ground or Pavement <br />NOTES <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 />GATE VALVE & BOX TYPICAL DETAIL <br />(Not To Scale) <br />Tapping Valve <br />Restrain with Wedge <br />Action Restraints <br />H304 Stainless <br />Steel Tapping <br />Sleeve <br />0 0 <br />0-0 <br />0-0 <br />0 0 <br />I <br />I I I <br />I <br />Ex. Main �I <br />TAP MADE UNDER PRESSURE (WET TAP) <br />CONNECTING NEW MAIN TO EXITING MAIN <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 />TAPPING SLEEVE & VALVE TYPICAL DETAIL <br />(Not To Scale) <br />6" Gate Valve (Restrained <br />with Wedge Action Restraints) <br />w/ Box <br />6" x Min. 13" - <br />O� <br />Fire Hydrant (Restrained with <br />Wedge Action Restraints) <br />Fi <br />L_J c x <br />_"x_"x6" Tee (Restrained <br />with Wedge Action L - <br />Restraints) <br />6" x Min. 24" <br />ELEVATION <br />LENGTH OF WATER MAIN TO BE RESTRAINED IN FEET <br />HORIZONTAL BEND TABLE <br />BEND ANGLE <br />(DEGREES) <br />PIPE DIAMETER <br />4" <br />6" <br />8" <br />101, <br />12" <br />11.25 <br />2 <br />2 <br />3 <br />4 <br />4 <br />22.5 <br />3 <br />4 <br />6 <br />7 <br />8 <br />45.0 <br />6 <br />9 <br />11 <br />13 <br />15 <br />90.0 <br />14 <br />20 <br />26 <br />31 <br />37 <br />TEE CONNECTION TABLE <br />RUN <br />DIAMETER <br />BRANCH DIAMETER <br />4" <br />6" <br />8" <br />101, <br />12" <br />4" <br />17 <br />40 <br />55 <br />67 <br />80 <br />6" <br />24 <br />39 <br />54 <br />66 <br />79 <br />8" <br />22 <br />37 <br />52 <br />65 <br />78 <br />10" <br />19 <br />35 <br />51 <br />64 <br />77 <br />12" <br />17 <br />34 <br />50 <br />63 <br />77 <br />Hydrant Drainage Pit (See Note 2) <br />I N <br />J <br />Fire Hydrant (Restrained with <br />Wedge Action Restraints) <br />6" x Min. 24" <br />PLAN <br />5" Gate Valve (Restrained with <br />Wedge Action Restraints) w/ Box <br />6" x Min. 13" <br />x_"x6" Tee (Restrained <br />with Wedge Action Restraints) <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 />FIRE HYDRANT ASSEMBLY TYPICAL DETAIL <br />(Not To Scale) <br />VERTICAL DOWN BEND TABLE <br />BEND ANGLE <br />(DEGREES) <br />PIPE DIAMETER <br />4" <br />6" <br />8" <br />10" <br />12" <br />11.25 <br />3 <br />1 5 <br />6 <br />7 <br />8 <br />22.5 <br />7 <br />9 <br />12 <br />14 <br />17 <br />45.0 <br />13 <br />18 <br />24 <br />29 <br />34 <br />VERTICAL <br />UP BEND TABLE <br />BEND ANGLE <br />(DEGREES) <br />PIPE DIAMETER <br />4" <br />6" <br />8" <br />10" <br />12" <br />11.5 <br />1 <br />2 <br />2 <br />2 <br />3 <br />22.5 <br />2 <br />3 <br />4 <br />4 <br />5 <br />45.0 <br />4 <br />6 <br />7 <br />9 <br />20 <br />REDUCER <br />CONNECTION TABLE <br />SIZE <br />RESTRAINED LENGTH <br />6"x8" <br />24 <br />8"x10" <br />23 <br />8"x12" <br />43 <br />10"x12" <br />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 />III I I BACKFILL: IN STREETS, ALLEYS, SIDEWALKS <br />& DRIVING AREAS <br />Granular material with less than <br />�- - 15% passing a No. 200 sieve <br />III 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 />V <br />� I <br />Pipe shall be - <br />poly wrapped <br />Springline <br />0 <br />Undisturbed earth <br />Max. Width = 24" Wider Than Pipe O.D. <br />WATER DISTRIBUTION <br />CONSTRUCTION NOTES <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 W 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 />Finished Grade <br />Initial Backfill: <br />Select suitable <br />excavated material <br />mechanically <br />tamped to 95% <br />Standard Proctor <br />Density; See Note 1 <br />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 />Bedding 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 />WATER MAIN PIPE BEDDING TYPICAL DETAIL <br />(Not To Scale) <br />NOT FOR PRICING <br />NOT FOR CONSTRUCTION <br />FOR REVIEW ONLY <br />W <br />0 o>a_ <br />= Nav <br />_" <br />c` Env <br />V <br />6 0 2 2 <br />>=hd 0 U' <br />oc <br />O <br />Q <br />S T O <br />E <br />=m <br />oLt3 a <br />`c 44= a <br />0oNC9 W <br />O <br />`a <br />0 <br />0 <br />Q <br />no <br />O <br />cv <br />ZGR�t <br />a, <br />� �cov, u <br />N C <br />�mMii) <br />3�NN = <br />,. <br />v2 <br />0HLn.0 <br />M Vf H W 8 <br />H <br />Z <br />W <br />CL <br />�OWa <br />OW�a <br />in <br />W <br />oz <br />Z <br />IIn <br />Q Z <br />O <br />J <br />W <br />� _ <br />Q <br />W <br />30 <br />Q <br />1-- <br />Z <br />W <br />0 <br />N <br />W <br />W <br />0 <br />s <br />a <br />h <br />J <br />Q <br />H <br />W <br />H <br />U <br />Z <br />r•� <br />w <br />J <br />W <br />LO <br />DRAWN BY: <br />Ni <br />DESIGNED BY: <br />DSK <br />PM REVIEW: <br />SDR <br />QA/QC REVIEW: <br />DSK <br />DATE: <br />05/13/2025 <br />SEAL: <br />?S LIIS►►►/,r 7j6." <br />A °•: <br />:No. PE 19900163i = <br />•: STATE OF r 4� Z <br />nnnnu <br />SIGNATURE: <br />DATE: LV <br />0511312025 <br />SCALE: <br />AS NOTED <br />ACI JOB # <br />24 -1420 <br />SHEET NO. <br />C6,2 <br />