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HomeMy WebLinkAbout081.20 C1201_WaterDetailsMJ GLAND MJ VALVE MJ GLAND D.I. PIPE D.I. PIPE MJ TEED.I. PIPE D.I. PIPE MJ GLAND CONCRETE THRUST BLOCK (TYP) UNDISTURBEDEARTH (TYP) MJ GLAND MJ VALVE D.I. PIPE 3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP) WHERE NECESSARY, CLAMPING LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTION WITH THE RESTRAINING RODS. DUCTILE IRON RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET) DESCRIPTION A B 8" TEE - STANDARD 6 7 16" X 8" TEE 3 7 16" X 6" TEE 2 2 8" X 6" TEE (SEE NOTE 4 BELOW FOR 6" BRANCH)3 9 16" HORIZONTAL 90⁰ BEND (EACH SIDE OF BEND)31 31 8" HORIZONTAL 90° BEND (EACH SIDE OF BEND)17 17 8" HORIZONTAL 45° BEND (EACH SIDE OF BEND)7 7 8" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)4 4 8" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)2 2 8" VERTICAL 22.5° BEND (EACH SIDE OF BEND)8 8 8" VERTICAL 11.25° BEND (EACH SIDE OF BEND)4 4 16" DEAD END (CAPS)72 8" DEAD END (CAPS)29 8" X 6" REDUCER (RESTRAIN LARGER SIDE OF REDUCER)17 *CONCRETE THRUST BLOCK MINIMUM OF 1/2 CUBIC YARD WASHED GRAVEL UNDISTURBED EARTH GROUND LINE ELEVATIONS AS SHOWNON PLANS OR 0.2' ABOVE TOP OF CURB GRADE INSTALL PLUMB WITH PUMPER NOZZLE FACING STREET NEW HYDRANT TO BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER MINIMUM 4'-0" CLEAR ALL AROUND(TREES, HEDGES, BUSHES, ETC.) ADJUSTABLE SCREW TYPE VALVE BOX WITH LID 8'-0" (MAX)3'-0" (MIN) TO BACK OF CURB MINIMUM OF 6.5' COVER TO MAIN LINE JOINT AS REQUIRED FOR PIPE SPECIFIED NEW 6" AUXILIARY GATE VALVEFLANGE JOINT *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK CORPORATION STOP TRENCH BOTTOM WATER SERVICE PIPE (3/4" Ø MIN.) 1 2 3 4 6" (MIN) GENERAL NOTES: 1.WATER SERVICE LINES SHALL HAVE A MINIMUM COVER OF 6.5' (78") AS MEASURED FROM THEEXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM THE CENTERLINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE THAT HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM COVER OF 7.5' (90") AT THE CURB STOP. 2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.3.BEDDING SHALL BE ONE INCH (1") DIAMETER MAXIMUM WITHIN SIX INCHES (6") OF SERVICE PIPE. 4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. DETAIL OF A PROPERLY INSTALLED CORPORATION STOP. TAP MAIN AT SPRINGLINE. SELECT MATERIAL BACKFILL AREA (SEE SPECIFICATIONS) 8'-0" 11'-6" (TYP) (TYPICAL TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATION)CURB STOP BASE MATERIAL PROVIDE 5' STATIONARY ROD IN ALL CURB BOXES CURB BOX 2'-6" 1'-0" 4'-0" STEEL POST MARKER PAINTED BLUEGROUND SURFACE PROPERTY LINEOR EASEMENT 1'-0" 5' SIDEWALK (TYP) 5'-6" BOULEVARD (TYP) STREET SURFACE 6'-6" COVER (MIN) TAP BY CONTRACTOR WATER MAIN SEE DETAIL BELOW NO COUPLINGS OR OTHER JOINTS ARE ALLOWED ON SERVICE PIPE FROM CORPORATION STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1-1/2" AND 2" SERVICES. 1'-0" (MIN) & 2'-0" (MAX) WATER SERVICE LINE STUB (SEE C.O.B. STANDARD DRAWING NO. 02660-6) PROPERTY LINE OR EASEMENT SERVICE LINE 1'-0" (MIN) & 2'-0" (MAX) 1'-0" (MIN) &2'-0" (MAX) FOUNDATION WALL BACKFLOW PREVENTION ASSEMBLY (AS REQUIRED) TO DOMESTIC FIXTURES DOWNSTREAM SHUT-OFF** FLOOR METER* ANGLE STOP OR STRAIGHT STOP *METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE **DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL A TYPICAL WALL PENETRATION (NOT TO SCALE) 1'-0" (MIN) TO DOMESTIC FIXTURES DOWNSTREAM SHUT-OFF** FOUNDATION WALL METER* ANGLE STOP BACKFLOW PREVENTION ASSEMBLY (AS REQUIRED) QUARTER-BEND COUPLING (1-1/2" & 2" SERVICES ONLY) *METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE **DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL B TYPICAL FLOOR PENETRATION (CRAWL SPACE) (NOT TO SCALE) WATER MAIN CURB STOP AND BOX NEAREST FOUNDATIONWALL TO CURB STOP SEE DETAILS A & B BELOW6'-6" (78") (MIN) COVER WATER SERVICE LINE INSTALLED BY CUSTOMER(SERVICE APPLICATION & PLUMBING PERMIT REQUIRED) INSTALLATION REQUIREMENTS: 1.WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2.SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1", 1-1/2", AND 2" SERVICES. REFER TO C.O.B. STANDARD DRAWING NO. 02660-12 FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED. 3.STRAIGHT COPPER TUBING SHALL BE USED FOR 1-1/2" AND 2" SERVICES. 4.SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4". 5.PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS.6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. 8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. 9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP.10.METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE. 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR BACKFLOW PREVENTION ASSEMBLY REQUIRED BACKFLOW PREVENTION DEVICE TO BE DETERMINED BYWATER SUPERINTENDENT METER SIZED SAME AS INCOMING LINE, NO EXCEPTIONS 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGSWILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ***A MINIMUM OF FOUR (4) PIPEDIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THE METER / STRAINER ASSEMBLY 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&YVALVE PROVIDE FLEXIBLE,WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUMTHICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF BACKFLOW PREVENTION ASSEMBLY 1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE SERVICE LINE. COMBINATION STRAINER / METER IMMEDIATELY FOLLOWING OS&Y VALVE - METER MUST SET HORIZONTAL. 2.ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE: A.UL OR FM LISTED. B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C.INSTALLED AS SHOWN ON THE APPROVED PLANS. 3.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') AND MAXIMUM OF THREE FEET (3') ABOVE THE FINISHED FLOOR. 4.THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 5.THE INCOMING SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 6.ALL SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUMPRESSURE RATING OF 175 PSI. 7.ALL SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 8.LINE SIZING: THE BACKFLOW PREVENTION ASSEMBLY AND METER SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR EXAMPLE, A FOUR INCH (4") SERVICELINE SHALL HAVE A FOUR INCH (4") METER AND BACKFLOW PREVENTION ASSEMBLY. 9.A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THE METER / STRAINER ASSEMBLY. 1 1 METER &STRAINERSPOOL SPOOL BACKFLOW PREVENTIONASSEMBLY PRESSURE REDUCINGVALVE NO FITTINGS BETWEENMETER AND BACKFLOW PREVENTION ASSEMBLY 2' MIN CLEAR TO OTHERMECHANICAL LINESINSTALLVALVEWITH STEMPARALLEL TO WALL OS&Y VALVE 90°BEND PLAN VIEW 2 23 4 NOTES: 1.STANDPIPE FLANGE TO BE ONE FOOT (1') MINIMUM TO INTERIOR WALL AND TWO FOOT (2') MAXIMUM TO EXTERIOR WALL. 2.A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM ANDDOWNSTREAM OF THE METER / STRAINER ASSEMBLY. 3.METER MUST BE INSTALLED HORIZONTAL. STRAINER IS REQUIRED. 4.BACKFLOW PREVENTION ASSEMBLIES MUST BE UL OR FM LISTED AND APPROVED BY USCFCCCHR. 5.ALL PIPE SHALL BE DUCTILE IRON UP TO PRESSURE REDUCING VALVE. A A B A A VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C1200 WATER-SEWER-POND-ROAD DETAILS.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA WATER DETAILS 6475.005 39 C1201 CAB LRH MEE 07/2022 SITE PLAN SUBMITTAL - REV 307/20221 - MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (DUCTILE IRON) SCALE: NTS 02660-10 02660-4 02660-6 02660-15 2 - FIRE HYDRANT DETAIL SCALE: NTS 7 - WATER SERVICE LINE DETAIL FROM CURB STOP TO BUILDING - LINES 2" & SMALLER SCALE: NTS 3 - TYPICAL VALVE / TEE RESTRAINT DETAIL SCALE: NTS 6 - WATER SERVICE LINE DETAIL SCALE: NTS 02660-12 02660-12A 4 - TYPICAL RISER CONFIGURATION - 4" AND LARGER DOMESTIC SERVICE SCALE: NTS 5 - WATER SERVICE LINE DETAIL - FOR SIZES 4" AND LARGER SCALE: NTS 07/26/2022 RESTRAINT LENGTH LOCATION FIGURE NOTES 1.RESTRAINT LENGTHS ASSUME A 6.5' BURY DEPTH IN POORLY GRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE. ASSUME MEGALUG OR EQUIVALENT FITTINGS AND ALL RESTRAINTS REQUIRED. ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN SAID FITTINGS. 2.IF JOINT RESTRAINT IS NOT FEASIBLE INSTALL THRUST BLOCKS PER MPWSS. 3.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), AND COB MODIFICATIONS TO MPWSS. 4.ALL HYDRANT LEADS SHALL BE FULLY RESTRAINED. TEE BEND