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HomeMy WebLinkAbout23-96.30M L K J H C F E 7 C LO rn a� rn B 0 0i CNJ J0 0 U I A 0 0 at 0 0 WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, annealed copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shall be of a composition recommended by the manufacturer of the fittings. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open in the same direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5-1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with a stamped "W", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. For a depth of at least 12 inches above the top of the pipe backfill with earth or granular material free from large stones, roots or frozen clogs. Tamp this backfill thoroughly taking care not to disturb the pipe. Backfill under walks, parking areas, driveways and streets with granular material only and tamp thoroughly, by approved methods. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. 1. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in same trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and 'Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. BACKFILL WITH EXCA\ MATERIAL OR GRANUL MATERIAL AS PER SPECIFICATIONS. 0, W 2' Saw cut EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN INSTALLATION Limits of Patch 8' Plain Cement Concrete Compacted Granular I Bockf ll 2• Saw Cut 6' Compacted ;53 Stone Note: Saw cut 1/3 pavement thickness then break out. D 0.3 D —� �-- [— 0.3 D CONCRETE PAVEMENT REPAIR SECTION DETAIL 5 , Contractor shill submit in his bid the cost of PVC main as well as cost iron. The following specifications shall apply to the PVC application: PVC Water Main Pipe A. All pipe or fitting joints underground shag be push —on joint or mechanical joint type as noted or equal. B. Pipe for water mains laid in the trenches shag be PVC (Polyvinyl Chloride) plastic pressure pipe which meets the requirements of ASTM D-1784 for PVC compounds and ASTM D -3139 for push —an joints. The pipe bard and bell shall be DR18 (dimension rata). The pipe shall be rated for 150 psi water waking pressure and meet all the requirements of AWWA Standard C -900. Pipe shall be Clow Corporation of Oak Brook, Illinois Super Main 900 PVC pipe or equal. Transitions from One pipe material to another shall be made using manufacturers recommended fittings or gaskets. C. Each length of pipe shall bear the name or trademark of the manufacturer, the location of the plant, and the date of manufacture. Each length shag likewise be marked to designate the doss or strength of the pipe. The making shall be made on the exterior or interior of the pipe barrel near the bell or groove end and shall be plainly visible. Fittings and Specials A. AN pipe fittings and specials for trench —lay main using PVC pipe shall be push —on joint ductile cost Ian with a prftsure rating of 350 psi and conform to ANSI /AWWA -0110 A21.10 and ANSI /AWWA— C111/A21.11 Standards. Fittings shag be Clow Corporation of Oak Brook, Illinois Super Bell —Tito fittings or equal. Fitting and Valve Encasement A. AN iron fittings and valves shall be encased with a polyethylene encasement of a minimum eight (8) mil thWmess and conform to ANSI /AWWA— C105/A21.5. Polyethylene lncosement shall be Clow Corporation of Oak Brook, Illinois or equal. 6 1 7 TYPICAL UTILITY CROSSING FlTTItG TO SUIT -� AEaIANCAL JOINT USE TAMM SLEEVE rt VALVE FOR CONIECTOIS UNDER PRESSURE - -�_- -- J EXISTING MAIN CONNECTION TO EXISTING MAIN Pipe Tracing Tape A. All pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shag be "Detectable type Imprinted with 'Coutan Buried Water Line Below'. Gate Valves A. All gate valves shall be iron body, bronze mounted, double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They shall open in a counter clockwise direction. Valves placed in a valve box shag terminate in 2 inch square operating nut and have non — rising stems. One valve wrench shill be supplied to the Owner for this project. Gate valves shag be as made by Kennedy Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. Valve Boxes A. Valve boxes shall be a three —piece cast kv type (base, center section, and slid'ng type adjustable extension) together with a 'stay —put' cover marked 'WATER'. The base shag be of the size recommended by the manufacturer for the size valve with which it is to be used Wog thickness of the base and vertical sections shall not be lest than 3/16 inch, and each valve box shall have a minimum shaft diameter of 5-1/4 inches, 8 1 9 TYPICAL SECTION - HYDRANT & MAIN LOCATION sET TOP FLU°" GATE VALVE AND BOX vVAU ES MAN IN "ABLE FM 22 1/r s 11 1/4' GEMS. .eLAN OUi M FACE AREA NOT LESS IRAN ALLRS GrYM M TABLE FOR 90' & ?LAN BRANCH PPE - IALVE ON AM AIMA WT 7HAN VAUJES ChM IN TMXE FOR UM 7M 0 VIM FOR PLUM P-LM L� • � 11��1��J � �I 1 ' � 1 BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIX � 13 � 14 •r SUE OF RUN SIZE OF ggtANCH CVWE FACE AREA FT PLUG 110• KENO 45• KENO ZZ 1 1 20' s+ 25 b 7 4 20' OR 18' 16' 12 18 WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, annealed copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shall be of a composition recommended by the manufacturer of the fittings. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open in the same direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5-1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with a stamped "W", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. For a depth of at least 12 inches above the top of the pipe backfill with earth or granular material free from large stones, roots or frozen clogs. Tamp this backfill thoroughly taking care not to disturb the pipe. Backfill under walks, parking areas, driveways and streets with granular material only and tamp thoroughly, by approved methods. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. 1. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in same trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and 'Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. BACKFILL WITH EXCA\ MATERIAL OR GRANUL MATERIAL AS PER SPECIFICATIONS. 0, W 2' Saw cut EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN INSTALLATION Limits of Patch 8' Plain Cement Concrete Compacted Granular I Bockf ll 2• Saw Cut 6' Compacted ;53 Stone Note: Saw cut 1/3 pavement thickness then break out. D 0.3 D —� �-- [— 0.3 D CONCRETE PAVEMENT REPAIR SECTION DETAIL 5 , Contractor shill submit in his bid the cost of PVC main as well as cost iron. The following specifications shall apply to the PVC application: PVC Water Main Pipe A. All pipe or fitting joints underground shag be push —on joint or mechanical joint type as noted or equal. B. Pipe for water mains laid in the trenches shag be PVC (Polyvinyl Chloride) plastic pressure pipe which meets the requirements of ASTM D-1784 for PVC compounds and ASTM D -3139 for push —an joints. The pipe bard and bell shall be DR18 (dimension rata). The pipe shall be rated for 150 psi water waking pressure and meet all the requirements of AWWA Standard C -900. Pipe shall be Clow Corporation of Oak Brook, Illinois Super Main 900 PVC pipe or equal. Transitions from One pipe material to another shall be made using manufacturers recommended fittings or gaskets. C. Each length of pipe shall bear the name or trademark of the manufacturer, the location of the plant, and the date of manufacture. Each length shag likewise be marked to designate the doss or strength of the pipe. The making shall be made on the exterior or interior of the pipe barrel near the bell or groove end and shall be plainly visible. Fittings and Specials A. AN pipe fittings and specials for trench —lay main using PVC pipe shall be push —on joint ductile cost Ian with a prftsure rating of 350 psi and conform to ANSI /AWWA -0110 A21.10 and ANSI /AWWA— C111/A21.11 Standards. Fittings shag be Clow Corporation of Oak Brook, Illinois Super Bell —Tito fittings or equal. Fitting and Valve Encasement A. AN iron fittings and valves shall be encased with a polyethylene encasement of a minimum eight (8) mil thWmess and conform to ANSI /AWWA— C105/A21.5. Polyethylene lncosement shall be Clow Corporation of Oak Brook, Illinois or equal. 6 1 7 TYPICAL UTILITY CROSSING FlTTItG TO SUIT -� AEaIANCAL JOINT USE TAMM SLEEVE rt VALVE FOR CONIECTOIS UNDER PRESSURE - -�_- -- J EXISTING MAIN CONNECTION TO EXISTING MAIN Pipe Tracing Tape A. All pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shag be "Detectable type Imprinted with 'Coutan Buried Water Line Below'. Gate Valves A. All gate valves shall be iron body, bronze mounted, double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They shall open in a counter clockwise direction. Valves placed in a valve box shag terminate in 2 inch square operating nut and have non — rising stems. One valve wrench shill be supplied to the Owner for this project. Gate valves shag be as made by Kennedy Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. Valve Boxes A. Valve boxes shall be a three —piece cast kv type (base, center section, and slid'ng type adjustable extension) together with a 'stay —put' cover marked 'WATER'. The base shag be of the size recommended by the manufacturer for the size valve with which it is to be used Wog thickness of the base and vertical sections shall not be lest than 3/16 inch, and each valve box shall have a minimum shaft diameter of 5-1/4 inches, 8 1 9 TYPICAL SECTION - HYDRANT & MAIN LOCATION sET TOP FLU°" GATE VALVE AND BOX vVAU ES MAN IN "ABLE FM 22 1/r s 11 1/4' GEMS. .eLAN OUi M FACE AREA NOT LESS IRAN ALLRS GrYM M TABLE FOR 90' & ?LAN BRANCH PPE - IALVE ON AM AIMA WT 7HAN VAUJES ChM IN TMXE FOR UM 7M 0 VIM FOR PLUM P-LM L� • � 11��1��J � �I 1 ' � 1 BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIX � 13 � 14 •r SUE OF RUN SIZE OF ggtANCH CVWE FACE AREA FT PLUG 110• KENO 45• KENO ZZ 1 11 1/4' 20' 16 25 14 7 4 20' OR 18' 16' 12 18 9 5 3 12' 7 • 5 3 2 10' 4 7 4 2 1 12' OR LESS 12 7 8' 3 5 3 2 1 8' 2 3 2 1 1 4' 2 3 I 2 1 1 DETAIL - CONCRETE BLOCKING —47 Revisions \��Ntlllflrrr� /� A Z VtG1STER4 ;6! -,, N0. 9300469 ' -cam. STATE OF ' �''�S�OfVAI ENG``• �rrrnl Intt�� CERTIFIED BY J . THIS WAVING AND W g)E/t3, DESIM AND CONCEPTS CONTAW W40N ARE THE EXCLUSIVE NTELLEMAL PROPERTY OF SCHNEIDER MINEOW CORPORATKIN MID ARE NOT TO DE USED OR REPRODUCED N WHOLE OR N PART, MiHOUT THE MTdT I CONSENT OF SCIINEIDER ENGINEEFW CORPORATION. ©1995, Schneider Engineering Corporation r &Imeida En )-in • • mnng C O 1�dt10I1 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • LIS 317 - 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated C. P. MORGAN COMMUNffIES, LP. PARKSIDE VILLAGE SECTION 1 & 2 CAR 14 INDIANA WATER DETAILS & SPECIFICATIONS Date Project No. Drawn Approv. 2/22/96 1054 DCC Corn uter Files Sh t N IM L 1 J H C F E 0 C C p ee o. q & \1054 \DWGS \01 \1054C702.DWG (C`7702 10 I 11 � 12 � 13 � 14 15