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HomeMy WebLinkAbout036-01 C-606 Site DetailsPRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From Of Bend Based On 150 PSI Test Pressure Degree Of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" T 9D ees Plugs 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22 -1/2° 3' 4' 5' 6' 7' 8' 9' 70' 12' 14' 11 -1/4° 2 2' 3' 3' 4' 4' 4' 5' 6' 7' SIZE "W' "U"** "1.. 6" 2' -6" 2' -O" 4" 8" 2' -6" 2' -1" 4„ 10" 2' -6" 2' -3" 4" 72" 2' -9" 2' -5" 4" 15" 3' -0" 2' -8" 5" 18" 3' -6" 3' -0" 5" 21" 3' -11" 3' -4" 6" 24" 4' -3" 3' -8" 6" 27" 5' -6" 3' -11" 6" J0" 5' -9" 4' -4" 6" 36" 6' -3" 5' -2" 6" 42" 6' 8" 48" 7' -4 9 54" 8' -O" 9" 60" 8' 6" 9" 66" 9 -1 9 72" 9' -8" 10" 78" 10' -3" 10" U, 0 N 0 0 to Notes: 1. At High Points Along Main Water Line Where indicated On Drawings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6" 45 Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. 3. Hydrants Shall Be Set At 500' Max, Horizontal Distance, Or Less As Specified By Fire Department Curb Box With Cover Length And Fittings As Required Curb Stop Corporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle Length Varies Service Saddle May Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 52 Or Greater. (Verify With Owner For Pressure Class DIP.) FIRE HYDRANT ASSEMBLY Copper Service Line SECTION Ground Line Mueller Centurion A-423, Or Equal Painted "Safety Yellow" l'-0" Min. WATER SERVICE DETAIL Bedding Material Conforming To iNDOT 903.02, Size No. 8 One 8 "x8 "x 16" So/id Conc. Block Or 6 "Min. Class "B" Concrete Base On Undisturbed Ground. Concrete Block 1' (Verify) 45° Max. Specified Bedding Material Conforming To INDOT 903.02, Size No. 8 Encase In C /ass "B" Conc. (6" Min.) To Be Used Where Main Sewer Is More Than 12' In Depth NOTE: 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be lnstal`ed With A Min. Horz. Seper 7tion Of 24 4) 1 /2." And Larger Lines Require A Swing Joint Attached To Corporation Stop 4.5' Min Slope 2Z Min. (1/4" /Ft.) 6" House Connection Undisturbed Ground SEWER CONNECTION TYPE 2 Service Connection Notes A. Contractor Shall Not Backfill Service Connection Until The City Has Inspected And Taken Measurements, Elevations Other information Required For Purpose Of Record. B. All Tee And Wye Branches In The Main Sewer Line, Rotated More Than, 30° From Horiz. Shall Be Encased in 6" Min, Of Class "B" Concrete. C. Tee Branches May Be Used In Lieu Of Wye Branches For Connections To Main Sewers 18" And Larger. 6" Connection 45° Bend 6" Tee Or Wye As Specified Main Sewer As Shown On Plans Flat Slab Top MH Riser ASTM C478 Water Lin Watertight Flexible Joints #4@12 E Valve WATER VALVE MANHOLE MH Frame And Cover Neenah R -1642 Or Equal For Watertight Installations Neenah R- 1916 --F Or Equal "WATER" Cast In Cover —Adjusting Rings 8' Min. 12 Max. 1/2" Cement Plaster Gate Valve 1 -0" Min. Cast -/n Place Concrete Base Manhole Diameter Shall Be A Minimum Of 4' -O The Designer Shall Specify An Adequate Diameter To Accomodate The Valve And Water Main Size. Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE. THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. JOINT RESTRAINT TABLE Concrete Blocking As Required REVISIONS PRE -BID SET ISSUE DATE POST BID SET ISSUE DATE DESCRIPTION Existing Water Main Tapping Sleeve varies Bend As Required TRENCH SCHEDULE Note: All Joints Shall Be Restrained Except In Run Of Tee. Table is For ASTM D -3034, Wall Thickness C /ass SDR 35 For 6 -15" And ASTM F-679 Wall Thickness Class T -1 For 18 -36. For Other Flexible Pipes, Minimum Trench Width "Cr Shall Meet Manufacturer's Requirements. Service Connection Notes A. Contractor Shall Not Backfill Service Connection Until The City Has Inspected And Taken Measurements, Elevations Other Information Required For Purpose Of Record. B. All Tee And Wye Branches In The Main Sewer Line, Rotated More Than, 30' From Horiz. Shall Be Encased In 6" Min. Of Class "B" Concrete. C. Tee Branches May Be Used In Lieu Of Wye Branches For Connections To Main Sewers 18" And Larger. PLAN Valve Varies PLAN Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped in 6" Layers Special Backfill Shall Conform To INDOT 211.02b 6" Connection 6" Tee Or Wye As Specified Main Sewer As Shown On Plans R '`'te- Tee 1 -0" Minimum Undisturbed Ground Existing Pavement, Saw Cut Straight Edge Undisturbed Earth New Pipe Shall Be Installed Under The Existing Water Main 9 New Water Main WATER MAIN CONNECTION DETAIL nl Specified Bedding Material Conforming To /NDOT 903.02, Size No. 8 To Be Used Where Main Sewer Is Less Than 12' In Depth Match Existing Pavement Material And Thickness "W" or "U" At Top Of Pipe 72" Min. TRENCH DETAIL FOR SEWER AND WATER MAINS NTS Ground Line -,.v V i f v t V J V i 77 �7vvv7VV7 r77 577 7 9 v 7'v t v7 V 4 i i V 9 TRENCH DETAIL TRENCH SCHEDULE Plug At End Of Pipe Slope 2% Min. (1 /4'/Ft.) -4 V Contractor May Use 30° Short Radius Bend To Adjust For Grade If Required SECTION SECTION See Trench Detail For Backfill Requirements Existing Water Main New Water Main Bed Pipe in Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02, Size No. 8 Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lines. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1"-0" Above Pipe. Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To /NDOT 903.02, Size No. 8 Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. SEWER CONNECTION TYPE l Wood Stake 5' Minimum U) Q J W Q 0 U a_ 0 <C <C U F— (I)