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HomeMy WebLinkAbout37-96.23WATER MAINS )F WORK: 3 k required under this section includes all cold water distribution lines, valves, s, and related items including excavating and backfilling necessary to complete k shown on the drawings. The ends of water service lines shall be tightly or capped at the terminal points pending the connecting to all such lines building piping as specified in the plumbing specifications and architectural S. n Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on pints I AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 A C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe :ement lines per AWWA C -104. Tubing: Shall be seamless, annealed copper tubing complying with Federal ration WW—T -799. Fittings shall be wrought copper or cast bronze with solder Solder shall be of a composition recommended by the manufacturer of the fittings. fronts: Shall comply with AWWA Specification C -502 and shall meet local ds and requirements, particularly as to nozzle diameters and threads, direction Ling and dimensions of operating and cep nuts. Fire Hydrants shall have one and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet Lion. The length of the hydrant barrel shall be determined by the specified of cover over the pipe. All valves and stops shall have ends suited or adapters shall be provided for )per installation in the lines in which they are located Valves shall meet local ids or in the absence of such standards, the following requirements: gves in cast iron pipe shall be iron body, bronze mounted, disc gate valves onforming to AWWA Specification C -500. They shall open in the some direction Is those used in the local waterworks system. Valve stems shall terminate in 2 inch French nuts. Furnish two (2) keys. alves in copper pipe shall be standard brass body, round —way, ground —key stops with heads. Furnish two (2) keys. loxes: Shall meet local standards or in the absence of such, shall comply with the rag requirements: ar 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. or brass body valves (stops) boxes shall be approved standard cast iron extension wvice boxes, having a minimum diameter of 2 -1/2 inches and having lid held in dace by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar hitch vanish. Furnish two (2) keys for bolt in lids. Stop shall be those manufactured by Ford or Mueller Corporation with AWWA Thread, and with copper compression type fitting on outlet, or equal. ff Valves: Blow —off valves shall be those manufactured by Muller Corporation ?83 or H- 10291), or equal. lalves: Angle valves at the end of water service stub are to be copper ,ssion type fitting also, and are to be protected with plastic bag over the valve. 314" taps in Imes smaller than 4 inches shall be only by tapped tee or tapping Water service lines should be marked on curbs with a stamped "W', placed pouring curbs. and Codes: The intent of this section is the specifications if that the contractor's the work covered herein shall be based upon the drawings and specifications but ie work shall comply with all applicable codes and regulations. Contractor shall all necessary bonds to get permits for cuts and connections. i Improvements: Maintain in operating condition all active utilities and sewers ,her pipe system that may be encountered. ng: Lay all pipe in open trenches, except when local authority gives written sion for tunneling. Provide a separate trench for the water line at least 10 arizontally from any sanitary sewer. In locations where separate trenches for sewer iter lines are impracticable, lay the water pipe on a solid shelf at least 18 inches the top of the sewer. A Trench: Excavate trenches minimum of pipe diameter plus 12'. g and bracing: Sheet and brace trenches as necessary to protect workmen and nt structures. All trenching shall comply with the Occupational Safety and Administration Standards. Removal: Keep trenches free from water while construction therein is in ss. Under no circumstances lay pipe or appurtenances in standing water. A the discharge from trench dewatering to drains or natural drainage channels. I Trench Bottoms: The bottom quadrant of the pipe shall be fully and my supported. The full load shall rest on the barrel of the pipe. The trench e excavated to a depth of 4 inches or more below final grade with sand, crushed or gravel badkfill to bring it back to pipe laying grade. For a depth of at least hes above the top of the pipe badkfill with earth or granular material free from stones, roots or frozen dogs. Tamp this badkfill thoroughly taking care not to the pipe. Boc kf ll under walks, parking areas, driveways and streets with or material only and tamp thoroughly, by approved methods. Trenches parallel i within 10 feet of paved roadways shall be constructed the same. Before pints are covered, fill the piping with water, opening hydrants or at two hours at a pressure of 100 pounds per square inch. Inspect all joints for e and remedy any leaks. Upon completion of the water distribution mains, flush ie system until the water runs dear. As soon as the system has been flushed out II be sterilized in accordance with the requirements of City of Carmel. rizontal distance of 10 feet cannot be maintained between the water line and sanitary sewer line, one of the following shall be done. Hater line laid in a separate trench and le above sewer. cter line laid in some trench on a bench of undisturbed earth and ewer at least 18" below bottom of water line. (here water lines and sewers cross and the water line cannot be placed bove the sewer with a minimum of 18' vertical clearance, the sewer must be onstructed of water works grade cast iron pipe with mechanical joints within D feet of the water line. s: It shall be the responsibility of each contractor to verify all existing utilities onditions pertaining to his phase of the work. It shall also be the contractors ish1l ity to contact the owners of the various utilities before work is started. The Ictor shall notify in writing the owners or the engineer of any changes, errors or Ions found on these plans on in the field before work is started or resumed. later Main Construction: Contractor to record dimension of each water stub and from nearest fire hydrant measured along water main. The locations of hydrants pater valves, along with any other construction changes are to be incorporated on riginol construction drawings and 'Record Drawing" prints submitted to .ers Office as soon after completion of construction as possible. 4 Saw 5 O.D. + 1' -0' BACKFILL WITH EXCAVATED MATERIAL OR GRANULAR MATERIAL AS PER SPECIFICATIONS. O.D. OF WATERMAIN z z ----DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN INSTALLA11ON 0.3 D —� ` I; �` 1-0.3 D PAVEMENT REPAIR SECTION DETAIL 1' surface 2 1/2- etnder a' base OW (2 Me) cut hone s then brook out. Contractor shall submit in his bid the cost of PVC main as well as cost Iran. The fallowing spedfications shall apply to the PVC application: PVC Water Main Pipe A. AN pipe or fitting joints undxground shall be push —on joint or mechanical joint type as noted or egad. B. Pipe for water mains laid in the trendies shall be PVC (Polyvinyl Chloride) plastic pressure pipe which meets the requirements of ASTM D -1784 for PVC compounds and ASTM D -3139 for push —on joints. The pipe barrel and bell shill be DR18 (dimension ratio). The pipe shall be rated for 150 psi water waiting pressure and meet all the requirements of AWWA Standard C- 900. Pipe d d be Clow Corporation of Oak Brook, Ilinoie Super Main 900 PVC pipe or equal. Transitions from one pipe material to another shall be made using manufacturer's 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 dote of manufactu% Each length shall likewise be marked to designate the does or strength of the pipe. The marking shall be mode on the exterior or interior of the pipe barrel now the bell or groove end and shell be plainly visible. n thgs and Specials A. All pipe fittings and specials for trendy —lay main using PVC pipe shall be push —on joint ductile cost iron with o Kenn rating of 350 psi and conform to ANSI /AWWA -0110 A21.10 and ANSI /AWWA —C111 /A21.11 Standards Fittings shall be Clow Corporation of Oak Brook, Illinois Super Bel —rite fittings or equal. Fitting and Volvo Encasement A. All iron fittings and valves shall be encased with a polyethylene encasement of a minimum eight (8) mil thickness and conform to ANSI /AWWA— Ci05/A21.5. Polyethylene encasement shall be Clow Corporation of Oak Brook, Illinois or equal. TYPICAL UTILITY QR0S51NQ "T" 'o silr USE TAPW 22 ! VALVE Felt 001416 016 Lrr0Ert PINE MEawerx .im r -- IL 2 EJOsTING MAN CONNECTION TO EXISTING MAIN Pipe Tracing Tape A. AN pipe shat be traced with 'Tema Tape' by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape 94 be 'Detectable' type imprinted with 'Caution Buried Water Line Below". Gate Valves A AN gate valves #4 be iron body, bronze mounted, double disc„ parallel seat type gate valves, conforming to AWWA Standard Specification C500. They shat open in a counter dodcwise direction. Valves placed in a valve box shall terminate in 2 inch square operating nut and have ran— rising stems. One valve wrench shall be supplied to the Owner for this project Gate valves shall be as made by Kennedy Valve Manufacturing Co., kw., Eknka, New York, Mueller or equal. Valve Boxes A. Valve boxes Shall be a three —piece cast iron type (base, center section, and sliding type adjustable extension) together with a 'stay— put" cover marked 'WATER'. The base shall be of the she recommended by the manufacturer for the she valve with which It is to be used Well thickness of the base and vertical sections shall not be less than 3/16 inch, and each valve box shall have a minimum shaft diorneter of 5-1/4 inches. 2 3 1 4 1 5 6 1 7 1 8 10 .� � 11 TYPICAL SECTION - HYDRANT & MAIN LOCATION sL, Kr Ku GATE VALVE AND BOX OVr71DE FACE NSA NOT LESS WAN VALUES OVEN NI TABLE FOR 22 1/2' « „ 1 4 BENDS ELAN nXan�NO OUWK FACE AEA NOT LESS INAN VALUES G" O TABLE FOR W W see & ELM ill 11 �i'a® W DULL. wA1HM V WICK _�5 s ANONOR BLOCK To BE OF CLASS Ir CONOW E M TABLE. ACE ARM AS NO1ED DOWNWARD BEND SECTION "C —C" ALL CONCRETE BLOCK10 10 COAST OF CI 'B' CONCHM POUM AGOW Flan ORO M NLVE Boa O ACE AREA NOT LESS 7" VALUES MU IN TABLE FOR LEES & WYM - FOR PLUM ELM Mlle► � � DETAIL — CONCRETE BLOCKING 12 13 14 _47 15 Revisions `�����P��, C. C�q'� %,�� Q. ��tSTEiP�; 1,� J No. CERTIFTIED ivT RMLSO ALL ROM' EXCEPT FOR USES E»Y PERMITTED IN 11111111M NIF7>W110N SIM OR K UM 01 1TIS OWMIT IS SOLELY 7W PROPERTY OF SCHNIMM 00*ERIN6 COMMA110N. rAqScbneider e pp e7in ff 1W E,nmn-.LL.Jl rtL J 19 L _.J Gov bon 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIs a US 317- 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated C.P. MORGAN COMMUNITIES, LP. SYCAMORE FARM, SECTION 2 CARNIC, INDIANA WATER DISTRIBUTION DETAILS Date Project No. Drawn Approv. 4/18/9tf 985.02 DMw Computer Files Sheet No. 9852C703.DWG � ` 3 Of � A L k ■ V 1 F 1 C 1 F E 1 C 1 C 1 E �0�00 i[•li�D�i 1110 'Ilia o�atl�� ©s titii3ii © © ©o �a to © © ©00 DETAIL — CONCRETE BLOCKING 12 13 14 _47 15 Revisions `�����P��, C. C�q'� %,�� Q. ��tSTEiP�; 1,� J No. CERTIFTIED ivT RMLSO ALL ROM' EXCEPT FOR USES E»Y PERMITTED IN 11111111M NIF7>W110N SIM OR K UM 01 1TIS OWMIT IS SOLELY 7W PROPERTY OF SCHNIMM 00*ERIN6 COMMA110N. rAqScbneider e pp e7in ff 1W E,nmn-.LL.Jl rtL J 19 L _.J Gov bon 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIs a US 317- 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated C.P. MORGAN COMMUNITIES, LP. SYCAMORE FARM, SECTION 2 CARNIC, INDIANA WATER DISTRIBUTION DETAILS Date Project No. Drawn Approv. 4/18/9tf 985.02 DMw Computer Files Sheet No. 9852C703.DWG � ` 3 Of � A L k ■ V 1 F 1 C 1 F E 1 C 1 C 1 E