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HomeMy WebLinkAbout05020008.11Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L EK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, O N U O 3' -0' 6'Val ve BOX Min, L i a V �0 I � 6' Ga te Valve a Q J- D 'n nn 11 /\ nn �� °.d_,�_ err - ��• � n - . Tee - M_1,_1 I Hydrant AsseA Restrained eng th And Fi t tip As Required No tes, 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 Wa ter Line Shall Be Lowered To Pro vide Su f Ficien t 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 000 3N U O Mueller Centurion A -423, Or Equal Painted 'Safety Yellow' U) n, Z J a a 1 � as a Q Bedding Ma terial Conforming To D a a INDOT 903.02, Size No, 8 Dne 8'x8'x16' Solid Conc, Block Or 6'Min. Class'B' Concrete Base On Undisturbed Ground. PRESSURE PIPE MI-1 Frame And Cover RESTRAINT TABLE Existing Wa ter M Installed Under The Neenah R -1642 Or Equal TapISi6ev Steel/ Fla t Slab To For Wa ter tigh t Ins to lla tions Neenah R- 1916 -F Or Equal From ? OF Bend WATER' Cast In Cover Based On 150 PSI Test Pressure c oho c coc ROO ° Degree 00 Adjusting Rings Valve 8' Min, 12' Ma x, OF Bend 6' 8' 10' 12' 112' Cement Plaster 16' 18' 20' 24' < Z MH Rise I See Note d o vvvvvvvvvvv- 12' Min, i ° ° ° ° ° ° ° ° ° °° vvvvvvavvvvi 1 ASTM C478 Tee vvvovvvvvvv ° New Wa ter Main 271 Wa ter L i Ga to Va l ve ' 58' 65' 73' 80' 95' s & Plugs Bend ° \ v v v vvv v I As Requ/red Concrete Blocking As Required 450 14v//a ter ti 9' 13' 15' Flexible ° < 21' 24' Join is 22 -1/2° 3' 4' 5' 6' #4 6912 EW 1'-0' Min, Cast -In 8' 9' 10' 12' f Va l Place Concrete Base 2' 2' 3' x Manhole Diameter Shall Be A Minimum OF 4' -0` 1 4' 4' 5' The Designer Shall SpeciFy An Aclequo to Diameter SECTION To Accomoda to The Valve And Water Main Size, TI TL E: TITLE: CITY OF CARMEL WATER MAIN CITY OF CARMEL WATER VALVE m 0 STANDARD DETAILS MANHOLE 0 0 o Jones & Henry Date: January 1995 Scale: Not To Scale Drawn By Engineers, Inc. Drawing Name: CW5 0 N o a Date: Januar, 9 Scale: Not To Scale Jones & Henry Drown BY Engineers, Inc. Drawing Name: CW7 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L EK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, O N U O 3' -0' 6'Val ve BOX Min, L i a V �0 I � 6' Ga te Valve a Q J- D 'n nn 11 /\ nn �� °.d_,�_ err - ��• � n - . Tee - M_1,_1 I Hydrant AsseA Restrained eng th And Fi t tip As Required No tes, 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 Wa ter Line Shall Be Lowered To Pro vide Su f Ficien t 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 000 3N U O Mueller Centurion A -423, Or Equal Painted 'Safety Yellow' U) n, Z J a a 1 � as a Q Bedding Ma terial Conforming To D a a INDOT 903.02, Size No, 8 Dne 8'x8'x16' Solid Conc, Block Or 6'Min. Class'B' Concrete Base On Undisturbed Ground. PRESSURE PIPE JOINT RESTRAINT TABLE Existing Wa ter M Installed Under The TapISi6ev Steel/ L eng th OF Pipe To Be Restrained Existing Water Main In Each Direction From ? OF Bend For Backfi!! Requirements Based On 150 PSI Test Pressure Degree Valve ;Ex OF Bend 6' 8' 10' 12' 14' 16' 18' 20' 24' 30' 90 ,Tees vvvvvvvvvvv- 12' Min, i ° ° ° ° ° ° ° ° ° °° vvvvvvavvvvi 1 Tee vvvovvvvvvv ° New Wa ter Main 271 35' 42' 50' ' 58' 65' 73' 80' 95' 115' & Plugs Bend \ v v v vvv v I As Requ/red Varies 450 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22 -1/2° 3' 4' 5' 6' 7' All Joints Shall Be 8' 9' 10' 12' 14' 11 -1140 2' 2' 3' 3' 4' 1 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L EK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, O N U O 3' -0' 6'Val ve BOX Min, L i a V �0 I � 6' Ga te Valve a Q J- D 'n nn 11 /\ nn �� °.d_,�_ err - ��• � n - . Tee - M_1,_1 I Hydrant AsseA Restrained eng th And Fi t tip As Required No tes, 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 Wa ter Line Shall Be Lowered To Pro vide Su f Ficien t 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 000 3N U O Mueller Centurion A -423, Or Equal Painted 'Safety Yellow' U) n, Z J a a 1 � as a Q Bedding Ma terial Conforming To D a a INDOT 903.02, Size No, 8 Dne 8'x8'x16' Solid Conc, Block Or 6'Min. Class'B' Concrete Base On Undisturbed Ground. WA TER MAIN NOTES- 1) ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE 2) PIPE SHALL CONFORM TO ANSI A -21.51 DR A W WA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350, 3J FITTINGS FOR DUCTILE CAST IRDN PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A-21,10 OR A W WA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53, 4,) FITTINGS FOR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A -21.3 OR A WWA C -153, Pedcor Design Group Architecture / Project Managment: 335 Rid epoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 Civil Engineer: P E D C O R ?�p aewA"�'X DEVELOPMENT CO. Scope Drawiincogpes: These drawings ;tu d�s�gn t the o nsi t ithe buiui�ng rhe mtedajuor archi[ecRUUral is and the type of of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work mquiredfar fullpertonnance and completion of the requiremerda of the CggoOentract. or described, the trade contractors Blrall fumy all iteemssrrequired for the proper execution and completion of the work Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 SITE WATER DETAILS Drawing Title: Revisions: Issue Date Drawn By Checked By 01131120051 KR5 I RRO Certified By: Project Number: 24380 Sheet Number: C701 New Plpe Shall Be Existing Wa ter M Installed Under The TapISi6ev Steel/ Existing Water Main See Trench Detail For Backfi!! Requirements Valve ;Ex New Wa ter Main / sting Wa ter Maln V � vvvvvvoovvv v o-v-ry vvvvvvvvvvv- 12' Min, i ° ° ° ° ° ° ° ° ° °° vvvvvvavvvvi Tee vvvovvvvvvv ° New Wa ter Main v v v �vvvv vvv vvv vvv Bend \ v v v vvv v As Requ/red Varies °°°°° ° ° °° i v Vj/ /\ \ % % Bed Plpe In Specified Granular BeddJng Material Hand Tamped In Note: All Joints Shall Be 6' Layers To Pipe Centerline Restra/ned Except Bedding Material Shall Conform In Run OF Tee, To INDOT 903.02, S/ze No. 8 PLAN SECTION TI TL E: CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL 0 0 o Jones & Henry Date: January 1995 Scale: Not To Scale Drawn By Engineers, Inc. Drawing Name: CW5 WA TER MAIN NOTES- 1) ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE 2) PIPE SHALL CONFORM TO ANSI A -21.51 DR A W WA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350, 3J FITTINGS FOR DUCTILE CAST IRDN PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A-21,10 OR A W WA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53, 4,) FITTINGS FOR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A -21.3 OR A WWA C -153, Pedcor Design Group Architecture / Project Managment: 335 Rid epoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 Civil Engineer: P E D C O R ?�p aewA"�'X DEVELOPMENT CO. Scope Drawiincogpes: These drawings ;tu d�s�gn t the o nsi t ithe buiui�ng rhe mtedajuor archi[ecRUUral is and the type of of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work mquiredfar fullpertonnance and completion of the requiremerda of the CggoOentract. or described, the trade contractors Blrall fumy all iteemssrrequired for the proper execution and completion of the work Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 SITE WATER DETAILS Drawing Title: Revisions: Issue Date Drawn By Checked By 01131120051 KR5 I RRO Certified By: Project Number: 24380 Sheet Number: C701