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Ordinance 04-1700ORDINANCE NO.04-1700 .AN ORDINANCE AMENDING ORDINANCE NO. 00-1535 THE CITY OF LONGWOOD, FLORIDA, MANUAL OF STANDARUS FOR THE DESIGN, CONSTRUCTION AND MAINTENANCE OF WATER AND WASTEWATER SYSTEMS; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAT, OF CONFLICTING ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, cities have home rule authority; end WHEREAS, cities can adopt certain regulations as part of 0reir home mte authority; and W HEREAS, tha City of Lonp—d has detetrnived thvt the edoptiov of a Manual of Standards for Water and Wastewater D,,,i,, C--tion and Maintenance is in the best interest of the City NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF TIIE, CITY OF LONGWOOD, FLORIDA THAT: SECTION 1: Tlrcattached—Idedpagesofthe document entitled "City of Lovpwood Mavuvl of Standards for the Desipv, Covstruot- end Maintenavee of Water and Wastewater Systems" n hereby made part of this ordinance end adopted by refer me. SECTION 2: The Manual of Standards —Id—, shall apply to all develop —activity ithin the Citynrdavvlopment to bo carved by City facilities. SECTION 3: Sevorability Clause: Should any provisioner seat-vfthia ordinance or Ne Manual of SundazdS adopted by refertnev and attached to this ordinance beholdbye rt ofeompetetrtpnsdicf to beu nsti[utional and invalid, such den r shell not affect the validity of thins I,&.. or dre Mvnual ofStavdards es e !ce Whole, or any Dart thereof other than the pan so dvclmd to be uncovstitutieval or invalid. SECTION 4: All other ordivenoes or parts ofIdinn-,I wnlliIt Wbb thin ordinance or Ne Manual of Standards adopted by ref—t— he hereby repeated SECTIONS: This Ocdffi—shall take,ff- upon final paseage and adoption FIRST READINGthin .2l�d.y,f A.D, 2005 SECOND READING tW, ll�day of.__Scf /, A.D. 200T FINAL READING AND ADOPTION thix L9A-dayaf'�V , A.D. 200T H.G. "Hutch" Bundy, May ATTEST: Sarzh M. Mijazes, City Clcdc Approved as to forth and legality forth, use end r,,htt—ofthe City ofb,,, td, Florida only Richazd S. Taylor, r., Cily Atm M 3.5.1.3. Crossings over or under sewers, and canal crossings, gas and storm pipes with less than 18 inches separation, with no joint allowed within 10 feel of crossing. 3.5.1.4. Beneath all paved areas, excluding driveways or sidewalks. 3.5.2. The City Administrator may mandate DIP in any instances of off - site or on -site wnstruction where future abuse to the line is possible due to location or circumstances, eMenoive length under pavement, or in private property away from right-of-way areas. 3.5.3. Thrust Blocks: Provide 2,500 psi at 28 days minimum concrete thrust blocks for water mains at each fitting par detail shown on construction drawings. 3.5.4. Restrained Joints shall be DIP as follows: For 12-inch and Smaller- Restrained joint shall be U.S. Pipe Field Lek, American Ductile Iron Pipe Lok-Fast, EBAA Iron Mega -Lug, or an equivalent approved product. For 14-1nch Diameter and Larger- Restrained joint shall be U.S. Pipe TR Flex, American Ductile Iron Pipe Lok-Ring, or an equivalent me—ved product. The restraint method shall be suitable for the pipe size thickness antl test ores required for the specipc design case. The plans shall indicate the restrained length of pipe each side of the fitlings. 3.5.5. Jack and Bone/Directional Bore Installations: Casing pipe used with jack and bores shall be in accordance with requirements of Florida Department of Transportation (FOOT) or railway specifications. Cartier pipe shall be restrained joint DIP as outlined in paragraph 3.5A. 3.5.6. Mains may be topped as long as the lapping line is smaller than the tapped line unless otherwise approved by the City. See Section 3.9 for service tap requirements. Equal size line taps not approved by the City shall require that a tee be cut Into the main. Tees are also required at locations dictated by the City Administrator. Tapped nnections in pipe and fittings shall be made in such a manner as to provide a wstarlight joint and adequate strength against TWI out. Tapping Sleeves and Valves shall be Aac'earwrni®al=j®iai. an oved style as described in Section 12, Tapping sleeves and valves are required for all taps 4-inches and greater. Taps less than 4-inches shall be provided with a service saddle. Valves shall be provided on all taps. Tapping sleeves shall be a minimum of 6 feet from pipe joints or other fittings. Valves shall turn counterclockwise to open. Valves shall be provided with valve stem extensions to within el. -Inches of ground surface, where centerline of pipe to grade Is greater than four feet. All materials, flings and appudenances intended for use in pressure pipe systems shall be designed and constructed fora minimum working pressure of 150 psi unless the specific application dictates a higher working pressure requirement. Standard pressure pipe fittings of sizes 3-inch ID and larger shall be rumple Iran conforming to AWWA C110, with mechanical joints unless flanged o estmined joints are required. Gray cast-iron filings are not allowed. or iron fittings shall be cement lined in accordance with AWWA C104. Mechanical joint fittings, 24-inches and smaller shall be rated for 350 psi working pressure. Flanged joint fittings 244nches and mallet shall be ratetl for 250 psi working pressure. All fittings 30-inches and larger shall be rated for 250 psi working pressure. For sizes less than 3-inch ID, firings net be suitable to the pipe material and application. Gland, for mechanical joint firings shall be ductile iron, and tee bolls and nuts shall be Cor-Ten steel. Only bolt systems furnished by the manufacture, for mechanical joints are acceptable; nuts and bolls shall be fewnot reused. Pipe gaskets shall be new as supplied by the pipe manufacturer . All flanges shall be ductile iron Class 150, ANSI 816.5. All flanges shall be flat faced. Full face, 1/8" black neoprene gaskets shall be used on all flanged joints. All joints shall conform to AWWA C111. 3.8. Fire Huffer. Fire hydrants shall be provided in all water m s, transmission and distribution systems. Fire hydrants shall be spaced such that the um distance for protection will not be more than 500 feet as the fire hose lays. The Fire Marshall has final jurisdiction on all hydrant and fire sprinkler line locations during plan review. A Fire Marshall approved plan is required with all preliminary plan submissions. Each hydrant shall be left turn opening and capable of delivering a flow of at least 500 gallons per minute with a residual design pressure of not less than 20 psi. Fire hydrants shall be of the dry barrel break -away type conforming to AWWA C502. with two 2-112 inch threahad! hose nozzles and one 4-1/2 inch threaded pumper nozzle, which must point toward the read. Hydrants shall have a minims 5-1/4 inch interior valve opening and be restrained from hydrant to the tee at the main. Restraint by use of "alk hread" rods shall not be allowed. Al the discretion of the City Administrator, additional protection for fire hydrants shall be provided including but not limited to concrete filled ductile iron traffic posts. Fire hydrant branches ( from main to hydrant ) shall be a minimum of 6 inches inside diameter. Each branch shall be provided with a resilient seat gate valve Page 10 located as close as possible to the main. Hydrants shall be located near mad lines with pumper discharge neat, facing as directed by the Fire Marshall, Hydrants shall be laid to minimize their vulnerability to I'll A clear zone around all aI hydrants shall be adhered to, wnsisting of a five (5) feet radica around the hydrant and seven (7) feet above the lop of the hydrant. Placement of landscaping, fencing, etc. shall be considered in order to meet this clear zone requirement. 3.9. Water Service dines and Taos No direct service taps shall be allowed. Only double strap brass s,ddles shall be used, Saddles shall be IP thread pattern and material as required by the -City. Water service laps on the main shall be spaced at a minimum distance of 18 inches apart and a Tininum of 18-inches from a bell or Offing. Consecutive taps shall be offset 45 degrees. All service line taps shall be supplied with corporation steps. Angle meter valves must be lestatied for each service. All service lines shall be installed in accordance with the onstruction dealt, of this manual. Service line tubing shall be polyethylene PE 3408 material conforming with AWWA C901, SDR 9. Tubing sha11 be installed in continuous length with n in -line fittings xcept for U-branch for multi meters between corporation slop and angle step. Tubing shall be routed through a 2-inch PVC Schedule 40 sleeve. The minimum size for single servC shall be 1-ih and double services shall be a minimum 1 1/ -inch to the U-branchncand 3/4-inch for each ce from the U-branch. Services ever 50-feet shall be 4-4/2 2 inch Services shall not exceed 100 feet from the main to the meter. A Ime valve shall be provided by the design Engineer on the building side of the meter In an easily -accessible location for use by the building tenant. 3.10. Meter Installation Constmction plans shall include a typical meter installation (but not the meter) for each s e meter to be installed a carload In the Standard Details. Meters will be installed by City at the time service is required at the eWb-out. Each unit within a residential building h.s., duplex, triplex etc.) shall have a sepeate meter, unless prior approval is receivetl by the minis City Adtrator. The proper sizing of service lines is the responsibility of the design Engineer. Meters will be available in the following sizes only: 518, 1, 1-1/2, 2, 3, 4-inch, and larger standard sizes as necessary. Meter boxes for 2 rich and smaller meters r standard. Instr duial/Office/Commere!eve al type developments will requireabove grade type meter ostill as outlined in the City Standard Details. The City reserves the right to request historical data for meter sizing. Meters for new installations shall be of the touch read type currently in use by the City. Meters to be changed in existing services shall be changed to the touch Page 11 read type currently in use by the City. The meter currently in use is the ABB Schroeder. The City assumes no responsibility for undersized meters and problems dated with it. All meters will be provided and installed by the City. The meters remain the property of the City. Meters should generally be placed 18 inches Inside and adjacent to a utility easement which parallels the right-of-way. In developments where the property line Is not clearly banned (condominiums) the meter should be placed for ready access as approved by the City. Meters shall not be placed in areas that can be fenced, such as backyards. Meter boxes shall be kept out of pedestrian walkways and out of driveway ar For shopping canters, the developers Engineer should give special consideration to meter layout so as to satisfy these requirements. 3.11. Backflow Prevention Devices Be (flow prevention devices shall be provided, as required by the City Administrator and as set forth in these Standards. All irrigation systems, water se ne for industrial/office/commercial, schools, mobile home parks, multi -family residences and any other locations as determined by the City Administrator shall require bacMlow prevention —cables. Facilities other than single family residences shall install as reduced pressure b-Ml prevention device. Water services to lift stations shall be fitted with reduced pressure backFlow prevantars. All fire lines shall have a m of a double Asenator check valve backllow preventor and appurtances as ou0in,d in the Standard Details. Backflow prevention tlevice a emblies shall be provided with all every parts and a es for a complete operable installation. Assemblies shall be the latest approved product of a manufacturer regularly engaged in the production of equipment of this Type. All emblies shall be as approved by the Foundation for Con -Con necfar ver Control and Hydraulic Research of the University of Southern California. All assemblies shall be permanently labeled with the following information: A. Type of Assembly (Reduced Pressure, Double Check Valve, etc.) 8. N..—Trademark C. Size D. Model Number E. Direction of Flow (shown by an arrow) F. Unit Serial Number G. Rated Working Water Pressure(RWWP) H. Rated Working Water Temperature(RWWT) Type and size of assemblies shall be indicated on the drawings Page 15 4.4, Testing Contract orantl developer shall provide all equipment (including a pressure gauge acceptable to the City) and materials and labor necessary for pressure and leakage testing. All mains and services shall be tested for leakage. Water shall be supplied to the main at the expense of the uired developer and Contractor and pumped to the reqp....... f 150 psi. The m m tested shall either be ,ablated from active eatable lines or protected fmm leakage by a double valve arrangement. All water utilized for the pressure and leakage test shall be potable water with adequate chlorine residual. Water mains shall be tested by valve sections, based upon the maximum spacing of valves as required in Section 3.7. The maximum length of line to be tested as one section will be 1,500 feet. The maximum allowable leakage shall be as determined in coordance W with the current AWA leakage specifications. The standard test length is two hours. Testing Patshall meet or exceed AWWA C600. The Contractor shall essfully complete a pretest prior to scheduling the pressure and leakage test with the City. The pressure and leakage test most be observed by a City representative and the design Engineer. The Contractor shall replace or adjust components of the pipeline which fail the test. The pipeline shall than be tested as describetl above until it passes the test criteria. The pressure and leakage test shall be done concurrently. Bacteriological testing shall not begin until after the pressure leakage test, flushing and record b rewings have been accepted by the City. 4.5. Disinfection Contractor and developer shall provide all equipment and materials n so ssary for disinfection. All mains shall be disinfected axle g moliance with DEP/Health Department regulations. Bacteriological ample, shall be taken from all sections of the main via standard sampling tap assemblies, and sent to an HRS-approved laboratory for analysis. Clearance is required from the DE P/Health Department before the City will allow the m in ' to be put into se Sampling laps and testing chlorinated water used for disinfectionshall be flushed to a location that will not damage adjacent property, persons, etc., and shall be provided by the Contractor and developer at no war to the City. Page 18 5.6.4. Any time the sewer is separated from a water main by less than 10 feet and FDEP/City approval is given. 5.6.5. When the sewer is placed out of a right -of way between buildings or along property lines, or in extensive areas subject to landscaping or under drainage ditches/swales. 5.7. Manholes Manholes shall be set according to the construction plans and shall be precast in accordance with the Standard Details. Manholes shall comply with ASTM C478. Manholes shall be coated inside and outside with 2 coats of coal tar epoxy. Exterior coating includes the outside bottom. Each coat shall be a different color with the final at black with a m dry film thickness of 8 mils per coal. Pipe connections to the manhole shall be cut flush with the inside wall of the manhole. Manhole shall be rated for roadway use and shall be provided with rain guards. 5.7.1. Location Manholes shall be installed at the tenninal end of each gravity at every change in grade/direction, sas or alignment change; at all sewer intersections; and at distances not greater then 400 feet apart. Manholes shall be placed in accessible locations, preferably in pavement, always flush to the surface except as approved by the City. A concrete collar shall be placed around anholes outside of pave ant a Manholes shall have precast, monolithic pour bases. All manholes shall have precast Flat slabs shall not be accepted unless s ecifically approved. Ram-nek orequivalentshall be placed atjoints. ILte,lo and bd,dor'cints shall be aranded with a non shrinkin rut. 5.7.2. Droo Manholes An exterior drop pipe shall be provided for a sewer entering a anmle at an invert elevation of 2.4 feet a above the outgoing manhole channel invert. In mass where the elevation difference between the Invert is less than 1.8 feel, a drop pipe is not required, but a channel shall be consll—d to guide the flow into the outgoing channel. There is no restriction on the length of a drop pipe. No design should be submitted showing an incoming Invert between 1.8 and 2.4 feet above the outgoing invert. 51S, Flow Channel The manhole floor shall have a flow channel made to conform in shape and carrying capacity to that of the sewers. Flow channels within the Page 19 manholes involving changes of direction or drops shall smoothly direct the now in accordance with the Standard Details, 5.74, Servce Connect Service connections shall not be allowed into manholes. Services greater than 7 5 feet will require a clean -out connection. &T5. Force Main Tie -Ins In those instances where a force main ties into an existing or proposed manhole an inside drop will be allowed. The drop shall be PVC ✓ oR with staml— steel straps. 5.8. Vacuum Sewer Systems Vacuum designed per the recommendations and standard of AIRVAC. Inc. Details are included in this m ual. Unless otherwise noted in the details. all materials and construction shall conform to the standards of this manual. Page 20 SECTION 6 - CONSTRUCTION SPECIFICATIONS - SANITARY SEWERS 6.1. Installation Sewers shall be laid accurately to both line and grade. The City will not accept any line laid with a slope less than 10% of the minimum slope, as outlined in paragraph 5.4, For instance, the minimum acceptable slope on an 6 Inch Ilne shall be 0.36%. The City reserves the right to verfy questionable s'sy results Visible leakage, deflections, horizontal Isalignment, significant bowing, non -constant slopes between manholes and sagging joints shall each be grounds for rejection of the installed system. The minimum cover on a PVC sanitary sewer shall be 4 feet to the invert. DIP shall be placed for all lengths with less than 4 fact of cover,. which will require City approval prior to installation. Trenches and excavations should be kept dry while work is In progress. Installation of the sanitary sewer within a wet trench will require prior approval by the City. Excavated material, such as boulders, logs and suitable backfill that is not suitable for backfill shall be removed from the site. The pipe barrel shall be uniformly supported along its entire length o undisturbed ..it or bedding material. Proper bedding shall be supplied If the existing material Includes rock, organic material or other sharp or unstable material. 6.2. Manholes Manholes shall be at accarding to the approved construction plans and shall be precast in accordance with the City Standard Details. The anhole invert shall be carefully shaped to conform to the pipe flow channel. Flaw channels within the manholes involving changes of direction or drops shall smoothly direct the flow in accordance with the Standard Details. The slope through the manholes shall be constructed as to not have paneled of water under conditions of no flow. All co Crete irregularities found within the precast manholes delivered to the site shall be plastered with cement mortar in such a manner as to give ,.at and watertight job. Ring and covers shall be raised to grade using LadTech rings. Bricks will not be allowed. Manholes shall be core -drilled to provide pipe opening when precast hole is not available. Ram-nek or an equivalent producf shall be used at all riser joints. Interior and eden a Dints shall be routed with a no, shrinkino ocout, All connections of PVC sewer pipe to manholes shall be made with a precast rubber boot or by Ilnk-seal, 6.3, Inspection and Testno All gravity sewer lines shall be inspected and tested in accordance with these requirements. Equipment for performing tests and personnel required for supervision and assistance with items such as removing manhole covers, moving ladders and equipment, holding lights, cleaning, etc., shall be provided by the Page 24 7.2.1.2. Within 15 feet of structures, canals or lakes 7.2.1.3. Crossings over or underwater mains, gas and storm pipes with less than 18 inches separation, with no joint allowetl within 10 feet of crossing. 7.2.1.4. Beneath all paved areas, excluding driveways or sidewalks. 7.2.2 Thrust Blocks: Provide 2,500 psi at 28 days m crate thrust blocks for water mains at each fitting per retail shown on construction drawings. 7.2.3. Restrained Joints shall be DIP as follows', For 12-1nch and Smaller - Restrained joint shall be U.S. Pipe Field Lok, American Duotill Iron Pipe Lok-Fast, ESAA Iron Megalug, or an equivalent product. For 14-Inch Diameter and Larger - Restrained joint shall be U.S. Pipe TR Flex, American Ductile Iron Pipe Lok-Ring, or an equivalent product. Retainer Glands/Mega-Lug shall not be considered a fitting. The Restraint Method shall be suitable for the pipe size, thickness and test res psure as required for the specific design case. The plans shall indicate es the rtrained length of pipe ..on side of the firings. 7.24. The City Atlministrator may mandate DIP in any instances of off - site or on -site construction where future abuse to the line Is possible due to location o mst....a expensive length order pavement, or in private property sway from right-of-way areas. 7.2.5. Jack and Bore/Diredional Bore Instraltei... : Casing pipe used with jack and bores shall be in ...dance with requirements of Florida Department of Transportation (FDOT) or railway specifications. Carrier pipe shall be restrained joint DIP as outlined in paragraph 7.3.3. 72.6. Mains may be topped as long as the tapping line is smaller than the to hand line unless otherwise appmvetl by the City. Equal size line taps not approved by the City shall require that a tee be cut in. Tees are also required at locations dictated by the City Administrator. Tapple actions in pipe and fittings shall be made in ,on a r as to provida a wat,night joint and adequate strength against pulbutnne Tapping Sleeves antl Valve shall be . oved stvle as de.cr bed'n Becton 12. Tapping sleeves and valves required for all taps 4-inches and greater. Taps less than 4-inches shall be provided with a service saddle. Valves Page 26 All valves, bends, tees, crosses and dead ends shall be restrained by thrust blocks or a mechanical restraint system as outlined in Paragraph 7.2.3, or by use of a concrete gravity block in those instances that warrant such an Installation. Thrust blocks and gravity blocks of poured -in -place concrete having a minimum compressive strength of 2,500 psi after 28 days of cure time. Calculations for restrained joints shall be provided by the Engineer. All materials, fittings and appurtenances Intended for use in pressure pipe systems shall be designed and constructed for a minimum working pressure of 150 psi unless the specific application dictates a higher working pressure requirement. Standard pressure pipe fittings of sizes 3-inch ID and larger shall be ductile iron conforming to AWWA C110, with mechanical joints unless flanged or restrained joints are required. Graycast- iron fittings are not allowed. Ductile iron fittings shall be polyethylene lined in accordance with ANSIIASTM D1248. Mechanical joint liftings, 24-inches and smaller shall be rated for 350 psi working pressure. Flanged joint fittings 24-inches and smaller shall be rated for 250 psi working pressure. All ftlings 30-1nches and larger shall be rated for 250 psi working pressure. For sizes less than 3-inch ID, fittings shall be suitable to the pipe material and application. Glands for mechanical joint ftlings shall be ductile iron. Only bolt systems furnished by the manufacturer for mechanical joints are acceptable; nuts and bolts shall be new, not reused. Pipe gaskets shall be new as supplied by the pipe manufacturer. All flanges shall be ductile iron Class 150, ANSI B16.5. All flanges shall be Oat faced. Full face, 118 inch black neoprene gaskets shall be used on all flanged joints. All joints shall conform to AWWA C111, rA.�:rzarlrrt-s.�prrlclav-snrxnr�rrr�arr- No direct service taps shall be allowed. Only double strap 4rese s,ddles shall be used. Saddles shall be IP thread pattern and materal as requiretl by the City. Reclaimed water service taps on the main shall be spaced at a m m distance of 18 inches apart and a minimum of 18-inches from a bell or fitting. Consecutive taps shall be offset 45 degrees. All se ce line taps shall be supplied with corporation stops. Angle meter valves must be installed for each service. All service lines shall be installed in accordance with the construction details of this manual. Service line tubing shall be polyethyteno PE 3408 material conforming to AWWA C901, SDR 9. Tubing shall be installed in a continuous length with no in -line ftlings e cept for U-branch for multi meters between corporation stop and angle stop. Tubing shall be routed through a 2-inch PVC Schedule 40 sleeve. The minimum size for single services shall be 1-inch and double s shall be a minimum 1 112-inch to the U-branch and 314-inch for each service from the U-branch. Services over 50-feet shall be 44Q 3 inch minimum. Services shall not exceed 100 feet from the main to the meter. Page 29 8.5. Valves and Pioin A plug valve is required on the discharge line of each pump. A check valve with outside weighted lever is required between the pump and plug valve. The valves shall be located within a lockable valve vault adjacent to the lift station. A 4-inch diameter pressure gage with SS diaphragm guard and shut off ball valve (brass 114-turn ) shall be provided on the discharge line of each pump. Provisions for removal of the gage for cleaning shall likewise be provided. The discharge lines from each pump shall be ductile iron, suitably coated re hammIze An emergency pump connection shall be provided and shall be the same size as the pump discharge piping. 8.6, Wet Wells and Valve Vaults Wet wells shall have a minimum of 6 foot inside diameter. The effective capacity of the wet well, or utilized capacity, shall provide a holding period not to exceed a 10 minute pump cycle (maximum 6 pump starts per hour)- The bottom section and slab of the wet well and valve vault shall be a monolithically cast section. The side walls and top slab shall be precast in accordance with ASTM C-478. Alternative methods for constructing wetwell bases will be considered only if the size and depth of the wet well is excessive. The wet well floor shall have a -minimum slope of 1 to 1 to the intake. Where operation continuity Is Important mnsideration should be given to dividing the wet well into two sections, suitably interconnected, to facilitate repairs and cleaning. Valve vaults shall be sized to accommodate the force main pipe size and associated valves. The bottom floor shall have grout placed at a 1 % slope (minimum) to a 2 inch PVC drain with trap concerted to the wet well. The exterior, including the outside bottom for precast stations and valve vaults shall be ceated as required for manholes with coal tar epoxy, excluding the above ground exterior portion. The interioriwaWdin§ of the valve vault and underside of the to, shall be mated with Ultre-Glass Plus or aooroved equal. The Interior of the we, well including the underside of the to s al cast with a DP tin r. All s and wall enetrations shall be well tallatien by them r their' authorized r entative, 8.7. Standbv Power Receotacles Standby power receptacles shall be provided en all lift stations and emergency generators. The plug and receptacle shall be manufactured by Pyle National. 8.8. Enclosur All lift stations shall be enclosed by fencing (10 gauge chain link 6 feet high with three strands of barbed wire at top) with a 12 foot wide gate centered on the wet well and a pedestrian gate at a location accepted by the City Administrate, Direct vehicle access shall be provided for maintenance purposes. Easements of sufficient size or right-of-way are Thesmr, for access, and an easement or deed will be required for the lift station property. exterior top of the wet well shall not be more than 1 foot above the road grade adjacent to the station. The M SECTION 12 - APPROVED PRODUCT LIST 12.1. Fire Hydrants: American #B84B-6" Clow Medallion Kennedy K-81-0 Mueller Super Centurion US Pipe M-94 12.2. Resilient Seat Gate Valves 4"-12": American Flow Control Kennedy M & H Mueller 12.3. Butterfly Valves 12" and Larger American Flow Control Dezurik Kennedy Mueller Pratt 12.4 Plug Valves: Dezurik 12.5. Tapping Valves (Resilient Seat Type Only): M&H American Flow Control Kennedy 12.6. Tapping Sleeve -Stainless Steel or Epoxy Coated Only: JCM #432 (Stainless) or #412 (Epoxy Coated) Rockwell #622 (Epoxy Coated) Ford — FAST wISS Flanae (All with stainless elect hardware) 12.7 Tapping Sleeve - Mechanical Joint (Ductile iron): American Flow Control 12.8. Check Valves M&H American Flow Control e 12.9 Mechanical J,inVFlanged Fittings and Couplings (AWWAIANSI, Cement Lining for water), Polyethylene lined ml-force mains: Tyler, U.S. Pipe, Mozu, Nappoo, American 12.10, Corporation (Bell Valve): Ford "' €^'k'^ ' A.V. MCDonald 12.11, Curb Stop - Ball Valve (with locking wing): Fortl—B312a3 A. Y. McDonald Page 35 12.12. Electronic Markers: Scotchmark Electronic Markers (3M)#1 � 12.13. Meter Angle Valves (T-Handle, Locking Ring Type Only): Ford KV44-tisAee A. Y. McDonald 12,14. U-Branch: Ford U14&43 & Y. MCOonaltl 12,15. Yokes: Ford A. Y. McDonold 12.16. Service Saddles (Double Strap Saddles Only): Ford - F202 Romac-202 12,17. BackFlow Pro -ters Residential: Ames Feb. Watts Wilkins Com coal: mAme Febco Watts Wilkins 12.18. Meters - 5/8', 3/4% 1", 1-1/2": A Scanwder Precision Sensus SRII with TR/PL Option 12A9. Meters-2"and Larger: Sensus SRII with TR/PL Option Precosio. A. Scanwtler 12,22. Meter Boxes/Vaults: DFW Double Wall Plastic Meter Be, - Single, Double, Jumbo 12,23. L.S. Pumps: ABS 12,24. Air Release Valves (Water) V Minimum: Apw - Model 200 Crispin Val-Matic - VM 38 12.25. Electrical Components: Breaker and Starters -Square D only Page 36 Controls 110V - Syrelec or Equal Phase Monitor - Syrelec PW RS 440 or PWRS 220 Stand-by Power Receptacle - Pyle National 440V or 220V maleec 12.26. Manhole Frame and Covers: US Foundry 429A 227 (7") 12,27, Pipe- PVC (Must Meet City Standards) Water Main F.M./Sewer 12.2& Pipe -DIP: U.S. Pipe American MCWane 12.29. Pipe Restraint: EBBA Iron ROMAC JCM Smith -Blair UniFlange 12.30- Valve Boxes pits' diameter only): Tyler Clow U.S. Foundry 12,31. Air Roleas.Nacuum Valve (Sewer) 2" Minim- Adco Made l 401 Val-Mstic - VM 201 C Crispin ARI 12,32, Manhole Cover Riser Flogs (Max. 4"): LadTech 12,33. Telemetry System: Data Flow Systems 12.34, Vacuum Collection Systems: AIRVAC, Inc. 41' =�all CITY OF LONGWOOD CONSTRUCTION STANDARDS & DETAILS REVISION I STANDARD CONE] 11A PLAN SECTION mtEi 1 ISTANDARD MANHOLE FRAME AND COVERInA.,,Rl .jil -�� .� :;: CITY OF LONGWOOD, FLORIDA ORDINANCE AMENDING CAPITAL PROJECT ASSESSMENT ORDINANCE NO. 01-15/4 FIRST READING JUNE 21, 2004 SECOND READING JULY 19, 2004