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SECTION 5 - WATER WORKS
<br />SECTION 5 - WATER WORKS
<br />SECTION 5 - WATER WORKS
<br />SECTION 5 - WATER WORKS
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<br />ID
<br />NO.
<br />REVISIONS
<br />Excavate for Pipe
<br />Bell & Barrel
<br />0.6 O.D.
<br />Maximum Trench Width
<br />24" Wider Than O.D. of Pipe
<br />,dr..do Finish Grade
<br />Backfill - In Streets, Alleys, or Driving Areas:
<br />Backfill Shall be of Select Native Granular Material or B-Borrow Material Free of
<br />Debris, Organic Material and Large Stones.
<br />Placed in 6" Layers, Solidly Tamped to Sub -Grade of Street Base.
<br />Backfill Shall be Compacted to 100% Standard Proctor Density.
<br />Backfill - In Easement or Open Areas:
<br />Backfill Material Shall be of Select Native Granular Material, Placed in 12" Layers,
<br />Free of Debris, Organic Material, and Large Stones.
<br />Backfill Shall be Compacted to 95% Standard Proctor Density.
<br />Initial Backfill-
<br />Select Excavated Material Mechanically
<br />Tamped to 95% Standard Proctor Density
<br />Removable Flowable Backfill Shall be Placed for all Areas
<br />Within 5 Ft. of Pavement to 12" Above Pipe Crown. Above
<br />This Limit, Structure Backfill Shall be Used.
<br />Bedding Material -
<br />Select Excavated Material Mechanically
<br />Tamped to 95% Standard Proctor Density
<br />Undisturbed Earth
<br />NOTES:
<br />1. These trench and bedding details are for pipe structural requirements only. The
<br />contractor is solely responsible for safety of operations. The contractor shall slope
<br />trench walls, provide protective work boxes, and/or shore and brace all
<br />excavations as the contractor determines necessary for safety of operations, and
<br />in conformance to IOSHA Regulation 29 C.F.R. 1926, Subpart P for Trench Safety
<br />Systems.
<br />2 Fomultiple pipes in same
<br />rLine hof
<br />ar Place bedding to Spring first pipe
<br />across entire trench width.
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<br />b. Placement of next pipe, re -excavate
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<br />trench as needed. Then place bedding
<br />= = • = _
<br />- PE10809510
<br />as noted above.
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<br />c. For additional pipes repeat as required.
<br />STATE OF w
<br />3. Minimum easement width for water main shall be 15'.
<br />'',, FS '' ND I ANP \4
<br />4. Minimum obstruction setback requirement from water main shall be 10'.
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<br />Obstructions shall include structures, other utilities, trees, and landscaping.%
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<br />IONAL
<br />REF STD SPEC SEC 5-3.2 and 5-3.9 Kara . Boyle , P .D., P.E. Date
<br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS
<br />�UrHs
<br />EFFECTIVE DATE: June 26, 2018 CITY OF SOUTH BEND �04
<br />Item Revision Approved Date W
<br />' - STANDARDS FOR DESIGN
<br />x 'aa5 AND CONSTRUCTION
<br />STANDARD
<br />TRENCH DETAIL FOR WATER MAIN IN SUITABLE SOIL 5-6
<br />BY I DATE
<br />4" Min. or as
<br />Directed by
<br />Engineer
<br />Maximum Trench Width
<br />24" Wider Than O.D. of Pipe
<br />Finish Grade
<br />Backfill - In Streets, Alleys, or Driving Areas:
<br />Backfill Shall be of Select Native Granular Material or B-Borrow Material Free of
<br />Debris, Organic Material and Large Stones
<br />Placed in 6" Layers, Solidly Tamped to Sub -Grade of Street Base.
<br />Backfill Shall be Compacted to 100% Standard Proctor Density.
<br />Backfill - In Easement or Open Areas:
<br />Backfill Material Shall be of Select Native Granular Material, Placed in 12" Layers,
<br />Free of Debris, Organic Material, and Large Stones.
<br />Backfill Shall be Compacted to 95% Standard Proctor Density.
<br />Initial Backfill-
<br />INDOT Class II or III Granular Material Mechanically
<br />Tamped to 95% Standard Proctor Density
<br />Removable Flowable Backfill Shall be Placed for all Areas
<br />Within 5 Ft. of Pavement to 12" Above Pipe Crown. Above
<br />This Limit, Structure Backfill Shall be Used.
<br />Bedding Material-
<br />INDOT Class II or III Granular Material Mechanically
<br />Tamped to 95% Standard Proctor Density
<br />Undisturbed Earth
<br />NOTES:
<br />1. These trench and bedding details are for pipe structural requirements only. The
<br />contractor is solely responsible for safety of operations. The contractor shall slope
<br />trench walls, provide protective work boxes, and/or shore and brace all excavations
<br />as the contractor determines necessary for safety of operations, and in
<br />conformance to IOSHA Regulation 29 C.F.R. 1926, Subpart P for Trench Safety
<br />Systems.
<br />2. For multiple pipes in same trench:
<br />a. Place bedding to Spring Line of first pipe
<br />across entire trench width.
<br />b. Placement of next pipe, re -excavate
<br />N 0
<br />trench as needed. Then place bedding
<br />= • = _
<br />= • = PE10809510 •
<br />as noted above.
<br />c. For additional pipes repeat as required.
<br />STATE OF
<br />O
<br />3. Minimum easement width for water main shall be 15'.
<br />- T "!ND I ANP' \4
<br />'',, FS
<br />4. Minimum obstruction setback requirement from water main shall be 10'.
<br />,,,,,A \�
<br />Obstructions shall include structures, other utilities, trees, and landscaping.
<br />'''s%ONAL 0\`��
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<br />6/1
<br />REF STD SPEC SEC 5-3.2 and 5-3.9 Kara . BBooylle , P .D ., P.E. 6 2 Date
<br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS
<br />EFFECTIVE DATE: June 26, 2018 °4�UgE�d CITY OF SOUTH BEND
<br />Item Revision Approved Date W
<br />STANDARDS FOR DESIGN
<br />'aQ5 x AND CONSTRUCTION
<br />STANDARD
<br />TRENCH DETAIL FOR WATER MAIN IN UNSUITABLE SOIL 5-7
<br />2810 Dexter Drive
<br />Elkhart, IN 46514
<br />Phone: 574-266-1010
<br />Email: info@sam.biz
<br />Restri
<br />Action Restraints (Typ.)
<br />NOTES:
<br />1. Gate valves shall be manufactured by Clow, Mueller, Kennedy,
<br />or approved equal.
<br />2. Valve box shall be manufactured by Tyler Pipe Industries
<br />Model 664-S or approved equal.
<br />3. Gate valves shall be used on water main pipe 12-inches and
<br />smaller.
<br />4. Valve spacing shall be no greater than 1,000 feet. A main line
<br />valve shall be placed at each intersection.
<br />5. Valve locations shall be configured to be within 3 Ft. of
<br />adjoining fittings.
<br />REF STD SPEC SEC 5-2.5(a
<br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS o+ x
<br />EFFECTIVE DATE: June 26, 2018 <, -; �,
<br />Item Revision Approved Date = -
<br />1 Kennedy Addition 10/26/2021
<br />TYPICAL GATE VALVE AND BOX
<br />DRAWING FILE: 92688-DESIGN.DWG
<br />CERTIFICATION DATE: 06/09/2025
<br />HORIZONTAL SCALE: NONE
<br />VERTICAL SCALE: NONE
<br />ENGINEER: BENJAMIN STANLEY, P.E.
<br />TECHNICIAN: AAC
<br />Iron
<br />Remain
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<br />•=PE10809510= •
<br />STATE OF Q
<br />AND I ANP\� '
<br />TONAL
<br />6/26/18
<br />Kara M. Boyl s, Ph.D., P.E. Date
<br />CITY OF SOUTH BEND
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<br />m : No. 12200658 '
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<br />STATE OF ;
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<br />STANDARDS FOR DESIGN
<br />AND CONSTRUCTION
<br />STANDARD
<br />5-8
<br />JOB NUMBER:
<br />Fire Hydrant (Restrained With
<br />Wedge Action Restraints)
<br />6" Gate Valve (Restrained With
<br />Wedge Action Restraints) w/ Box
<br />6" x Min. 13" ---\
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<br />x _" x 6" Tee (Restrained
<br />With Wedge Action Restraints) /
<br />6" x Min. 24"
<br />I
<br />I
<br />Hydrant Drainage Pit (See Note 2)
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<br />ELEVATION
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<br />PLAN
<br />Fire Hydrant (Restrained With
<br />Wedge Action Restraints)
<br />6" x Min. 24"
<br />- 6" Gate Valve (Restrained With
<br />Wedge Action Restraints) w/ Box
<br />6" x Min. 13"
<br />_" x " x 6" Tee (Restrained
<br />With Wedge Action Restraints)
<br />NOTES:
<br />1. Any subgrade disturbed beneath hydrant shall be thoroughly compacted or suitable
<br />material shall be furnished, placed and compacted to provide a firm foundation for the
<br />hydrant.
<br />2. Hydrant drainage: To prevent freezing of the hydrant barrel if it were not drained, a
<br />drainage pit 2'x2'x2' shall be excavated below the hydrant and filled with course gravel
<br />or crushed stone mixed with sand to a depth of 6" above the hydrant opening,
<br />providing sufficient aggregate void space to more than equal the volume of the barrel.
<br />The drainage it should neither be near, nor have a connection to a sewer.
<br />p
<br />3. Hydrant painting: Hydrants to be painted red, white and blue per manufacturers paint
<br />specs.
<br />4. All pipe, fitting and valve joints shall be restrained with wedge action restraints.
<br />Boy''',
<br />`• `PE10809510' •
<br />STATE OF
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<br />'///IIIIIIIII\\\\
<br />REF STD SPEC SEC 5-2.6 and 5-3.10 Kara . Boyle , P .D., P.E. Date
<br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS
<br />EFFECTIVE DATE: June 26, 2018 4��gE�dx CITY OF SOUTH BEND
<br />Item Revision Approved Date W
<br />STANDARDS FOR DESIGN
<br />"5 AND CONSTRUCTION
<br />STANDARD
<br />FIRE HYDRANT ASSEMBLY 5-11
<br />1.5" HAC SURFACE
<br />2.5" HAC BINDER
<br />4" COMPACTED INDOT NO.53
<br />AGGREGATE BASE COURSE, CRUSHED
<br />CONCRETE, SLAG, OR LIMESTONE
<br />6" INDOT NO.53 AGGREGATE
<br />ASPHALT PAVEMENT SECTION
<br />FOR MULTIPURPOSE TRAIL
<br />NOT TO SCALE
<br />CONSTRUCTION DETAILS
<br />BASNEY ENTERPRISES, 52203 S.R. 933,
<br />PT. NW 1 /4, SEC. 24, T38N, R2E,
<br />CLAY TWP., ST. JOSEPH CO., INDIANA
<br />SHEET
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