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HomeMy WebLinkAboutC203 DetailsNo.RevisionsARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTEDVIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 ANDUNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS INcDateByDescriptionSheet No.Project No.DateDrawing No.Scale:Designed byProject ManagerPrincipal-in-ChargePASSERO ASSOCIATESClient:StampPASSERO ASSOCIATESEngineeringwww.passero.comArchitecture224 West Main Street, Suite 100(585) 325-1000Rochester, New York 14614Fax: (585) 325-1691PARK GROVE REALTY, LLC46 PRINCE STREETROCHESTER, NY 14607Jess Sudol, PEMatthew NewcombTrevor Haut, EITCAYUGA PARKCITY OF ITHACATOMPKINS COUNTYSTATE OF NEW YORK20172440.0001AUGUST 2020CITY OF ITHACASITECAYU G A I N L E T N M E A D O W S TCASCADILLA ST3R D S T E X N 3RD STADAMS STADAMS S T4TH ST5TH STHANCOCK S T MADISON S T MORR I SAVEN F U L T O N S T OLD TAUGHANNOCK BLVDDRAWING INDEXC101 COVERC102 - 104 EX. CONDITIONS & DEMO PLANC105 - 107 LAYOUT PLANC108 - 110 UTILITY PLANC111 - 113 GRADING PLANC114 PROFILESC115 - 117 LIGHTING PLANC201 - 203 DETAILSNOT FOR CONSTRUCTIONDETAILSC 20320NTSNOTE:1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL.2. VALVE SHALL NOT SUPPORT VALVE BOX.3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL.4. ALL VALVES SHALL BE OPEN LEFT EXCEPT VALVES 12" AND SMALLERSOLID CONCRETE BLOCKFOR WIDTH OF TRENCH AROUND VALVE BOXVALVE(MIN:4"x8"x16")TYPE 1 CRUSHED STONE GRADEVALVE BOX 5'-0" MINN.T.S.12" MIN12" GRADEMINN.T.S.DISINFECTION/BLOW-OFF/SAMPLING TAPNOTE:IMMEDIATELY PRIOR TO THE AUTHORITY PLACING WATER MAIN IN SERVICE CONTRACTORSHALL REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY FACILITIES (I.E.SAMPLING TAPS, ETC.) AND REPLACE WITH THREADED BRASS PLUGS. PLACEMENT OFTHREADED BRASS PLUG MUST BE WITNESSED BY A MCWA REPRESENTATIVE.WATER MAIN1" CURB STOPCORPORATION STOP1" COPPER (MIN)WATER VALVE1" PERMANENT MANUAL AIR RELEASEN.T.S.WATER MAIN1" CORPORATIONSTOP1" CURB STOP COMP x COMP(DRAIN ON OUTLET SIDE)CURB BOX AND ROD1" COPPER PIPEVALVE BOX TOP SECTIONAND COVERCOMPRESSION FITTINGw/BRASS PLUG4"x8"x16" SOLID CONCRETE BLOCKMIN 5.0 CF OF TYPE 7 SELECT FILLWATERCITY OF ITHACA WATER SPECS:1.0 MATERIALS – GENERAL1.1. ALL SUPPLIED MATERIALS SHALL BE NEW AND CONFORM TO THE LATEST REVISION OF THE APPROPRIATE ANSI/ASTM/NSF/AWWA STANDARDS.1.2. AS OF JANUARY 4, 2014, ALL BRASS AND BRASS CONTAINING MATERIALS SHALL BE LABELED WITH THE MANUFACTURER’S MARK INDICATING THAT THE MATERIAL IS “LEAD-FREE OR NO-LEAD”.2.0 DUCTILE IRON PIPE FOR WATER SERVICE2.1. PIPE THICKNESS SHALL NOT BE LESS THAN CLASS 52. PIPE SHALL BE CENTRIFUGALLY CAST FOR WATER CONFORMING TO AWWA C151. JOINTS FOR DUCTILE IRON SHALL BE PUSH-ON TYPE IN ACCORDANCE WITH AWWA C111. RUBBER GASKETS FURNISHED SHALL BE INACCORDANCE WITH AWWA C111.2.2. THE ASPHALTIC OUTSIDE COATING SHALL BE IN ACCORDANCE WITH AWWA C151. THE CEMENT-MORTAR LINING AND INSIDE COATING SHALL BE IN ACCORDANCE WITH AWWA C104 AND ANSI/NSF 61. ALL COATINGS, SEALANTS AND LININGS SHALL BE LISTED BY NSFINTERNATIONAL AND CONFORM TO THE REQUIREMENTS OF ANSI/NSF 61.2.3. THE EXTERIOR OF DUCTILE IRON PIPE SHALL BE COATED WITH A LAYER OF ARC-SPRAYED ZINC PER ISO 8179. THE MASS OF THE ZINC APPLIED SHALL BE 200 G/M2 OF PIPE SURFACE AREA. A FINISHING LAYER TOPCOAT SHALL BE APPLIED TO THE ZINC. THE MEAN DRY FILMTHICKNESS OF THE FINISHING LAYER SHALL NOT BE LESS THAN 3 MILS WITH A LOCAL MINIMUM NOT LESS THAN 2 MILS. THE ZINC COATING SYSTEM SHALL CONFORM TO ISO 8179-1.3.0 DUCTILE-IRON MECHANICAL JOINT COMPACT FITTINGS FOR WATER SERVICE3.1. FITTINGS SHALL BE DUCTILE IRON CLASS 350 AND SHALL CONFORM TO ALL THE REQUIREMENTS OF AWWA C153. FITTINGS SHALL HAVE PROTECTIVE ASPHALTIC SEALCOAT AND CEMENT-MORTAR LINING IN ACCORDANCE WITH AWWA C104.3.2. ACCESSORIES (GLANDS, BOLTS AND RUBBER GASKETS) ARE TO CONFORM TO AWWA C111.4.0 DUCTILE IRON PIPE ACCESSORIES4.1. RETAINER GLANDSA. SHALL BE UNI-FLANGE SERIES 1400 AS MANUFACTURED BY FORD OR AN APPROVED EQUAL.B. RETAINER GLANDS SHALL BE WEDGE ACTION TYPE WITH GLAND BODY OF HIGH STRENGTH DUCTILE IRON PER ASTM A536, GRADE 65-45-12. GLAND SHALL BE COMPATIBLE WITH ALL MECHANICAL JOINTS CONFORMING TO AWWA C111.C. DUCTILE IRON WEDGE ACTUATING SCREW HEADS SHALL BE OF BREAK-AWAY TYPE WHEN DESIGN TORQUE IS ATTAINED. WEDGES SHALL BE DUCTILE IRON, HEAT TREATED AND HARDENED TO 370 BHN MINIMUM.D. RETAINER GLANDS SHALL BE PROVIDED WITH ALL ACCESSORIES, MECHANICAL JOINT GASKET, T-BOLTS AND NUTS.4.2. MECHANICAL JOINT BOLT & GASKET PACKSA. SHALL BE PART NUMBER SS-140-070-135 (4”), SS-160-070-135 (6”), OR SS-180-070-140 (8”) AS MANUFACTURED BY NAPAC, INC., WORCESTER, MA, OR EQUAL. “T” BOLTS AND NUTS SHALL BE CORTEN. PARTS SHALL BE SUITABLE FOR AWWA C110 & C153 MECHANICAL JOINTS.4.3. BOLT-THRU MECHANICAL JOINT RESTRAINTSA. SHALL BE THE INFACT CORPORATION FOSTER ADAPTOR, OR EQUAL. THE DEVICE SHALL BE USED WITH STANDARD MECHANICAL JOINT FITTINGS (AWWA C110 OR C153) AND VALVES. THE DEVICE SHALL COME COMPLETE WITH ALL ACCESSORIES, INCLUDING STANDARD STYRENEBUTADIENE RUBBER (SBR) MJ GASKETS AND WEATHERING STEEL (CORTEN) BOLTS. NUTS FOR 3 THROUGH 12-INCH SIZES SHALL BE SAE GRADE 5 STEEL WITH BLACK OXIDE COATING. NUTS FOR 14-INCH AND LARGER ADAPTORS SHALL BE HEAVY HEX CORTEN STEEL. SIZES 3-12-INCHSHALL BE SUPPLIED WITH AN NSF 61 ASPHALTIC SEAL COATING IN ACCORDANCE WITH AWWA C104. SIZES 14-36-INCH SHALL BE SUPPLIED WITH NSF 61, 7-MIL. FUSION BONDED EPOXY CONFORMING TO AWWA C116.4.4. TAPPING SLEEVESA. TAPPING SLEEVES SHALL BE THE FAST STYLE SLEEVES AS MANUFACTURED BY FORD METER BOX COMPANY OR APPROVED EQUAL. SLEEVES SHALL BE CONSTRUCTED OF TYPE 304 STAINLESS STEEL WITH ASTM A36 CARBON STEEL FLANGE. FLANGE SHALL CONFORM TO AWWA C207CLASS D ANSI 150# DRILLING. STUDS, NUTS, AND WASHERS SHALL BE TYPE 304 STAINLESS STEEL. OUTLET GASKET SHALL BE GRIDDED VIRGIN BUNA-N COMPOUNDED FOR WATER SERVICE. FULL GASKET SHALL BE GRIDDED VIRGIN SBR COMPOUNDED FOR WATER SERVICE.4.5. WIDE-RANGE REPAIR COUPLINGA. COUPLING SHALL BE THE HYMAX2 COUPLING AS MANUFACTURED BY KRAUSZ. END RINGS SHALL BE CONSTRUCTED OF ASTM A283/A283M GRADE C STEEL. CENTER RING SHALL BE CONSTRUCTED OF ASTM A53 GRADE A STEEL. EPDM GASKETS COMPOUNDED FOR WATERSERVICE MEETING NSF 61. BRIDGE, SPACERS, NUTS, AND BOLTS SHALL BE CONSTRUCTED OF AISI 304 STAINLESS STEEL. COUPLING SHALL BE COATED WITH FUSION BONDED EPOXY WITH MINIMUM 14 MIL THICKNESS.4.6. 360-DEGREE REPAIR CLAMPA. SHALL BE THE FORD F2-STYLE DOUBLE SECTION REPAIR CLAMP AS MANUFACTURED BY FORD METER BOX COMPANY OR APPROVED EQUAL. BAND SHALL BE CONSTRUCTED OF TYPE 304 STAINLESS STEEL WITH GRIDDED VIRGIN STYRENE BUTADIENE RUBBER (SBR) COMPOUNDEDFOR WATER SERVICE PER ASTM D2000. LOW ALLOY BOLTS AND NUTS PER ASTM A242 AND AWWA C111. LUGS CONSTRUCTED OF DUCTILE IRON ASTM A536.5.0 HYDRANTS5.1. HYDRANTS SHALL BE GUARDIAN AS MANUFACTURED BY KENNEDY, MODEL #K-81-D, OR APPROVED EQUAL.5.2. HYDRANTS SHALL HAVE 5’-0” BURY DEPTH UNLESS OTHERWISE SPECIFIED, A 5-1/4” VALVE OPENING, TWO 2-1/2” HOSE NOZZLES AND ONE 4-1/2” STEAMER NOZZLE. COLOR SHALL BE ORANGE.5.3. HYDRANTS SHALL BE UL LISTED AND FM APPROVED AND CONFORM TO AWWA C502.5.4. HYDRANTS SHALL BE OF THE COMPRESSION TYPE, CLOSING WITH LINE PRESSURE. HYDRANTS SHALL BE OF THE TRAFFIC MODEL BREAKAWAY TYPE. HYDRANT CAP AND STUFFING BOX SHALL BE OF A UTILIZED, ONE PIECE DESIGN CREATING A WATER TIGHT CAVITY WITHOUT THEUSE OF GASKETS. THE COMBINATION OF O-RINGS TO A CRIMPED BRASS FERRULE AROUND THE STEM SHALL SEAL THE CAVITY FROM CONTACT WITH WATER. AN ALEMITE FITTING SHALL BE SUPPLIED FOR PERIODIC LUBRICATION OF THE OPERATING THREADS WITH GREASE.OPERATING NUT SHALL BE OF ONE PIECE BRONZE CONSTRUCTION. A DIRT SHIELD SHALL BE PROVIDED TO PROTECT THE OPERATING MECHANISM FROM GRIT BUILDUP AND CORROSION DUE TO MOISTURE. A THRUST WASHER SHALL BE SUPPLIED BETWEEN THE OPERATING NUT ANDSTEM LOCK NUT TO FACILITATE OPERATION. NOZZLES SHALL BE OF THE TAMPER RESISTANT, 1/4 TURN TYPE WITH O-RING SEALS AND STAINLESS STEEL RETAINING SCREWS. AN O-RING SHALL BE PROVIDED TO SEAL BETWEEN THE UPPER AND LOWER BARRELS. THE MAIN VALVE SHALL BEOF SYNTHETIC RUBBER REINFORCED WITH STEEL. THE SEAT SHALL BE OF A BRONZE RING THREADED TO A BRONZE INSERT IN THE HYDRANT SHOE, WITH O-RINGS TO SEAL THE DRAINWAY AND BARREL FROM LEAKAGE OF WATER IN THE SHOE. HYDRANT DRAIN VALVE SHALLMOMENTARILY FORCE FLUSH WITH EACH OPERATION. DRAINWAY SHALL BE OF BRONZE. DRAIN VALVE FACING SHALL BE OF SYNTHETIC RUBBER WITH A STAINLESS STEEL RETAINING PIN.5.5. HYDRANT ACCESSORIESA. HYDRANT EXTENSION KIT SHALL BE THE MODEL #K-8150 AS MANUFACTURED BY KENNEDY, OR APPROVED EQUAL.B. HYDRANT TEES SHALL BE ANCHOR TYPE WITH ROTATING SPLIT ANCHOR GLAND. HYDRANT ANCHOR PIPE SHALL BE CLASS 52 DUCTILE IRON MECHANICAL JOINT PIPE WITH ROTATING FOLLOWER GLAND ON EACH END.6.0 VALVES6.1. GATE VALVESA. GATE VALVES SHALL BE THE KENSEAL II R/W VALVE WITH SMJ ENDS. VALVES SHALL OPEN LEFT.1. #8571 REGULAR VALVES2. #8950 TAPPING VALVES3. #8576 CUT-IN VALVESB. VALVES SHALL CONFORM TO THE LATEST REVISION OF AWWA C509, BE UL LISTED AND FM APPROVED FOR SERVICE TO 250 PSI, COLD WATER, NON-SHOCK WATER WORKS SERVICE AND 200 PSI FIRE PROTECTION SERVICE. FLANGES DRILLED TO ANSI B-16.1 (125#). ALL INTERNALPARTS SHALL BE ACCESSIBLE WITHOUT REMOVING THE BODY FROM THE LINE. THE WEDGE SHALL BE OF CAST IRON COMPLETELY ENCAPSULATED WITH RESILIENT MATERIAL. THE RESILIENT SEALING MATERIAL SHALL BE PERMANENTLY BONDED TO THE CAST IRON WEDGE WITH A RUBBERTEARING BOND TO MEET ASTM D 429. NRS STEMS SHALL BE CAST BRONZE WITH INTERNAL COLLARS IN COMPLIANCE WITH AWWA. OS&Y STEMS SHALL BE BRONZE. THERE SHALL BE TWO "O" RING SEALS ABOVE THE THRUST COLLAR AND ONE "O" RING BELOW THE THRUST COLLAR. THETWO "O" RINGS ABOVE THE THRUST COLLAR SHALL BE FIELD REPLACEABLE WITHOUT REMOVING THE VALVE FROM SERVICE. THE THIRD "O" RING BELOW FACILITATES SUCH FIELD REPLACEMENT. THERE SHALL BE LOW FRICTION THRUST BEARINGS ABOVE AND BELOW THE STEM COLLAR.THE STEM NUT SHALL BE INDEPENDENT OF THE WEDGE AND OF SOLID BRONZE. THE WATERWAY IN THE SEAT AREA SHALL BE SMOOTH, UNOBSTRUCTED AND FREE OF CAVITIES. STUFFING BOX SHALL BE ATTACHED TO THE BONNET AND BONNET TO THE BODY WITH BOLTS AND NUTS.BLIND BOLTS THREADED DIRECTLY INTO THE BODY OR BONNET WILL NOT BE ACCEPTABLE. THE BODY AND BONNET SHALL BE COATED INTERIOR AND EXTERIOR WITH FUSION BONDED THERMOSETTING PLASTIC. EACH VALVE SHALL BE HYDROSTATICALLY TESTED AT 500 PSI.7.0 VALVE BOXES7.1. STREET VALVE BOXES (5 ¼”)A. SHALL BE THE 3-PIECE SCREW-TYPE VALVE BOX AS MANUFACTURED BY BINGHAM & TAYLOR, FIGURE 4906, OR APPROVED EQUAL.1. #6 (11”) ROUND BASE2. 5 ¼” DROP IN LID LABELED “WATER”3. #55 (15”) SHORT TOP SECTION4. #56 (26”) LONG TOP SECTION5. #58 (18”) SHORT MIDDLE SECTION6. #59 (24”) LONG MIDDLE SECTION7.2. ROADWAY BOXES (4 ¼”)A. SHALL BE THE 2-PIECE SCREW-TYPE VALVE BOX AS MANUFACTURED BY BINGHAM & TAYLOR, FIGURE 4903, OR APPROVED EQUAL.1. #144-R BOX WITH STANDARD BELL2. COVER LABELED “WATER”3. #49 (18”) EXTENSION SECTION7.3. WATER SERVICE CURB BOX (2-1/2”)A. SHALL BE AS MANUFACTURED BY BINGHAM & TAYLOR FIGURE 4901, OR APPROVED EQUAL. INDIVIDUAL COMPONENTS ARE AS FOLLOWS:1. SIZE 94-E (54”)2. SIZE 94-F (66”)3. FIGURE 4901-B TOP LABELED “WATER”8.0 RESIDENTIAL WATER SERVICE COMPONENTS8.1. COPPER TUBING FOR WATER SERVICE PIPE SHALL CONFORM TO THE SPECIFICATIONS OF ASTM B88 FOR TYPE K COPPER. COPPER TUBING SHALL BE SUPPLIED IN 60-FOOT ROLLS FOR ¾” AND 1” DIAMETER AND 40-FOOT ROLLS FOR 2” DIAMETER.8.2. CORPORATION VALVES SHALL BE AS MANUFACTURED BY FORD (#F1000-3 -Q-NL), OR APPROVED EQUAL. GROUND KEY CORPORATION STOP WITH AWWA/CC X QUICK JOINT FOR CTS TUBING (INLET X OUTLET).8.3. CURB VALVES SHALL BE THE BALL VALVE TYPE AS MANUFACTURED BY FORD (#B44-344-Q-NL), OR APPROVED EQUAL. QUICK JOINT FOR CTS TUBING (INLET AND OUTLET).9.0 SDR 35 PVC SANITARY SEWER PIPE AND FITTINGS9.1. PIPE SHALL MEET THE REQUIREMENTS OF THE LATEST ASTM STANDARD F679. THE PIPE SHALL CONFORM TO THE REQUIREMENTS OF CSA B-182.2. INTEGRAL GASKETEDBELL ENDS SHALL BE PROVIDED ON THE PIPE, THE PIPE JOINT MUST MEET THE REQUIREMENTS OF ASTM D3212. THE NORMAL PIPE LENGTH WILL BE 14’+/-1” LAYING LENGTH9.2. SDR-35 PVC FITTINGS: SHALL CONFORM TO ASTM D3034, GASKETS TO CONFORM TO ASTM F477.