HomeMy WebLinkAboutTaco Bell - Catron Crossing Water ExtentionMJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS."C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.*CONCRETETHRUSTBLOCKMINIMUM OF1/2 CUBIC YARDWASHED GRAVELUNDISTURBEDEARTHGROUNDLINEELEVATIONS AS SHOWNON PLANS OR 0.2' ABOVETOP OF CURB GRADEINSTALL PLUMB WITHPUMPER NOZZLEFACING STREETNEW HYDRANT TO BEMUELLER SUPER CENTURION 250OR WATEROUS PACERMINIMUM 4'-0" CLEAR ALL AROUND(TREES, HEDGES, BUSHES, ETC.)ADJUSTABLE SCREWTYPE VALVE BOXWITH LID8'-0" (MAX)3'-0" (MIN)TO BACK OF CURBMINIMUM OF6.5' COVERTO MAIN LINEJOINT AS REQUIREDFOR PIPE SPECIFIEDNEW 6" AUXILIARYGATE VALVEFLANGE JOINT*MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKRECORD DRAWINGS
engineerssurveyorsplannersscientists2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113PHONE: (406) 587-0721FAX: (406) 922-6702www.m-m.netDRAWN BY:CHECKED BY:APPROVED BY:QA REVIEW BY:REVISIONS / SUBMITTALS:CONTRACT DATE:BUILDING TYPE:PLAN VERSION:SITE NUMBER:STORE NUMBER:PLOT DATE:8.25.2017TACO BELLC0.4CATRON CROSSINGWATER DETAILSTEE12.11.2015LARGE311539435134PARCEL 1A OF COS 18272515 CATAMOUNT STREETBOZEMAN, MT 597151 - SITE PLAN REVISION03.09.20162 - BUILDING MODS06.03.20163 - SITE PLAN REVISION07.15.20164 - SITE PLAN REVISION09.09.20165 - CONSTRUCTION DWGS02.14.2017NOT TO SCALETYPICAL VALVE / TEE RESTRAINT DETAIL02660-10NOT TO SCALETHRUST BLOCKING FOR WATER MAIN VALVES DETAIL02660-3NOT TO SCALEFIRE HYDRANT DETAIL02660-4Know what'sbelow.before you dig.CallR08/25/2017
CORPORATIONSTOPTRENCHBOTTOMWATER SERVICEPIPE (3/4" Ø MIN.)12346" (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 CENTERLINESTREET 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 APROPERLY INSTALLEDCORPORATION STOP.TAP MAIN AT SPRINGLINE.SELECT MATERIAL BACKFILL AREA(SEE SPECIFICATIONS)8'-0"11'-6"(TYP)(TYPICAL TYPICAL EXCEPT INSPECIAL CIRCUMSTANCESWHERE CITY HAS APPROVEDALTERNATE LOCATION)CURB STOPBASEMATERIALPROVIDE 5'STATIONARYROD IN ALLCURB BOXESCURB BOX2'-6"1'-0"4'-0"STEEL POSTMARKERPAINTED BLUEGROUNDSURFACEPROPERTY LINEOR EASEMENT1'-0"5' SIDEWALK(TYP)5'-6" BOULEVARD(TYP)STREETSURFACE6'-6"COVER(MIN)TAP BYCONTRACTORWATER MAINSEE DETAILBELOWNO COUPLINGS OR OTHER JOINTS ARE ALLOWED ON SERVICE PIPE FROMCORPORATION 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 LINEOR EASEMENTSERVICE LINE1'-0" (MIN) &2'-0" (MAX)1'-0" (MIN) &2'-0" (MAX)FOUNDATIONWALLBACKFLOW PREVENTIONASSEMBLY (AS REQUIRED)TO DOMESTICFIXTURESDOWNSTREAMSHUT-OFF**FLOORMETER*ANGLE STOP ORSTRAIGHT STOP*METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECT DIRECTLYTO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE**DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICEDETAIL ATYPICAL WALL PENETRATION(NOT TO SCALE)1'-0" (MIN)TO DOMESTICFIXTURESDOWNSTREAMSHUT-OFF**FOUNDATIONWALLMETER*ANGLE STOPBACKFLOW PREVENTIONASSEMBLY (AS REQUIRED)QUARTER-BEND COUPLING(1-1/2" & 2" SERVICES ONLY)*METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECTDIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE**DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICEDETAIL BTYPICAL FLOOR PENETRATION (CRAWL SPACE)(NOT TO SCALE)WATER MAINCURB STOPAND BOXNEAREST FOUNDATIONWALL TO CURB STOPSEE DETAILSA & B BELOW6'-6" (78")(MIN)COVERWATER SERVICE LINEINSTALLED 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 PUBLICWORKS 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.engineerssurveyorsplannersscientists2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113PHONE: (406) 587-0721FAX: (406) 922-6702www.m-m.netDRAWN BY:CHECKED BY:APPROVED BY:QA REVIEW BY:REVISIONS / SUBMITTALS:CONTRACT DATE:BUILDING TYPE:PLAN VERSION:SITE NUMBER:STORE NUMBER:PLOT DATE:8.25.2017TACO BELLC0.5CATRON CROSSINGWATERSERVICEDETAILSTEE12.11.2015LARGE311539435134PARCEL 1A OF COS 18272515 CATAMOUNT STREETBOZEMAN, MT 597151 - SITE PLAN REVISION03.09.20162 - BUILDING MODS06.03.20163 - SITE PLAN REVISION07.15.20164 - SITE PLAN REVISION09.09.20165 - CONSTRUCTION DWGS02.14.2017NOT TO SCALEWATER SERVICE LINE DETAIL02660-6NOT TO SCALEWATER SERVICE LINE DETAIL FROM CURB STOP TO BUILDING - LINES 2" & SMALLER02660-15RECORD DRAWINGSKnow what'sbelow.before you dig.CallR08/25/2017
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0EXISTING 8" CLASS 51 DIPAWWA C151 WATER MAINPROPOSED30.00' WIDEWATER LINEEASEMENTEXISTING30.00' WIDESANITARY SEWEREASEMENTEXISTING ASPHALTEXISTING CONCRETELEGEND463546404645465046554660463546404645465046554660-0+500+000+501+001+502+002+503+003+504+00TE = ±4650.10INSTALLED 8"WATER MAIN (TYP)APPROXIMATE FINISHEDGROUND AT CENTERLINEOF WATER MAIN (TYP)STA 3+45.13 - INSTALLED NEW 8"x6"x8" TEE,
FIRE HYDRANT ASSEMBLY @ 12.77' LT
WITH 6" GATE VALVE & ±12.8 LF OF
6" CLASS 51 DIP AWWA C151
WITH THRUST BLOCKS
FIRE HYDBURY LINE =±4653.99HYD BURYDEPTH= 8.00'APPROX LOCATION OFBURIED GAS LINECROSSINGEXISTING GROUNDSURFACE (TYP)6.5' (MIN)BURYDEPTHTE =±4647.98TE = ±4646.65TE = ±4649.45STA 2+70.92 - INSTALLED NEW
22.5° HORIZONTAL BEND LT
WITH THRUST BLOCK
STA 2+30.92 - INSTALLED NEW
22.5° HORIZONTAL BEND LT
WITH THRUST BLOCK
STA 1+34.85 - PIPE JOINT DEFLECTION±2.5° HORIZONTAL±0.5° VERTICALSTA 0+49.59 - REMOVED EXISTING PLUG &CONNECTED TO 8" CLASS 51 DIPAWWA C151 WATER MAIN WITHNEW 8" GATE VALVE, VALVE BOX,& THRUST BLOCKEG-4659.04EG-4657.07EG-4656.75EG-4656.34EG-4655.46
EG-4654.15
EG-4654.32
EG-4654.00
EG-4653.86
EG-4658.64EG-4656.85EG-4656.62EG-4655.94EG-4654.94
EG-4654.43
EG-4654.07
EG-4654.13
FG-4657.52FG-4657.15FG-4656.71FG-4655.82
FG-4654.87
FG-4654.25
FG-4657.08FG-4657.06FG-4656.31
FG-4655.33
FG-4654.33
FG-4653.97
TE-4650.10TE-4649.71TE-4649.18TE-4648.31
TE-4647.43
TE-4646.65
TE-4646.65
TE-4650.10TE-4649.91TE-4649.52TE-4648.74
TE-4647.87
TE-4646.99
TE-4646.65
STA 2+18.92 - INSTALLEDNEW 1.5" DOMESTICWATER SERVICE RT
TE =±4647.77TE =±4647.07STA 2+94.56 - PIPE JOINT DEFLECTION
±1.0° VERTICAL TE =±4646.65STA 3+20.92 - INSTALLED NEW
11.25° HORIZONTAL BEND RT TE =±4646.65STA 3+47.63 - INSTALLED NEW
8" GATE VALVE WITH VALVE
BOX & THRUST BLOCK
STA 3+91.90 - INSTALLED NEW
8" PLUG & THRUST BLOCK 4" SCH 40PVC SS SVCCROSSING4" SCH 40PVC SS SVCCROSSINGTE = ±4649.71TE = ±4648.31RECORD DRAWINGS
engineerssurveyorsplannersscientists2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113PHONE: (406) 587-0721FAX: (406) 922-6702www.m-m.netDRAWN BY:CHECKED BY:APPROVED BY:QA REVIEW BY:REVISIONS / SUBMITTALS:CONTRACT DATE:BUILDING TYPE:PLAN VERSION:SITE NUMBER:STORE NUMBER:PLOT DATE:8.28.2017TACO BELLC3.1CATRON CROSSINGWATER MAINEXTENSIONPLAN & PROFILETEE12. 11. 2015LARGE311539435134PARCEL 1A OF COS 18272515 CATAMOUNT STREETBOZEMAN, MT 597151 - SITE PLAN REVISION03.09.20162 - BUILDING MODS06.03.20163 - SITE PLAN REVISION07.15.20164 - SITE PLAN REVISION09.09.20165 - SITE PLAN REVISION12.06.20166 - MONUMENT SIGN ADDTN02.07.2017 WATER SVC SIZE MOD04.06.201711x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTSTATIONDESCRIPTION OF FEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGWATER MAIN EXTENSION COORDINATE TABLE0+49.59REMOVED EXISTING PLUG & CONNECTED TO 8" CLASS 51 DIPAWWA C151 WATER MAIN W/ 8" GATE VALVE & THRUST BLOCKPIPE JOINT DEFLECTIONINSTALLED 8" 22.5° HORIZONTAL BEND LT W/ THRUST BLOCKINSTALLED 8" 11.25° HORIZONTAL BEND RTINSTALLED 8"x6"x8" TEE WITH THRUST BLOCKINSTALLED 8" GATE VALVE WITH VALVE BOX & THRUST BLOCKINSTALLED FIRE HYDRANT ASSEMBLY & THRUST BLOCKINSTALLED 8" PLUG & THRUST BLOCK1.ALL IMPROVEMENTS ON THIS PROJECT COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR RESTORED ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITIONTHAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/ORENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING AT TIME OF IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR VERIFIED THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR WAS SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION WAS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN WERE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT WAS PROVIDED UTILIZINGFIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY SIGMA ONE LOKSERIES SLD, MANUFACTURED BY US PIPE AND FOUNDRY CO., EXCEPT FOR BENDS ONSERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BYTHE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALLED DETECTABLE WARNING TAPE CENTERED OVER THE WATER MAIN, SERVICE LINE,AND HYDRANT LEADS. INSTALLED TAPE A MINIMUM OF EIGHTEEN INCHES (18") ANDMAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.PERFORMED TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN INACCORDANCE WITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARDMODIFICATIONS TO THE MPWSS.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'WATER MAIN EXTENSIONSTATION 0+50 TO 3+92INSTALLED ±311 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGCATAMOUNT STREET
INSTALLED 8" 22.5° HORIZONTAL BEND LT W/ THRUST BLOCK1+34.852+30.922+70.923+20.923+45.133+47.633+60.9214818.03242166.715414901.82142150.94214996.92542137.30315031.33342116.90515061.31142076.88815079.41342060.82115071.19542051.05115081.44342059.19115091.49942050.6533+45.13 - 12.77' LTINSTALLED NEW 1.5" DOMESTIC WATER SERVICE RT2+18.9214985.04642139.00708/25/20171NOTES BY SYMBOL:STA 0+49.59 - REMOVED EXISTING PLUG & CONNECTED TO8" CLASS 51 DIP AWWA C151 WATER MAIN WITHNEW 8" GATE VALVE & THRUST BLOCKKnow what'sbelow.before you dig.CallR12STA 1+34.85 - PIPE JOINT DEFLECTION±2.5° HORIZONTAL & ±0.5° VERTICAL3STA 2+18.92 - INSTALLED NEW 1.5" DOMESTIC WATER SERVICE RT234STA 2+30.92 - INSTALLED NEW 8" 22.5° HORIZONTALBEND LEFT WITH THRUST BLOCK45STA 2+70.92 - INSTALLED NEW 8" 22.5° HORIZONTALBEND LEFT WITH THRUST BLOCK56STA 3+20.92 - INSTALLED NEW 8" 11.25° HORIZONTAL BEND RT67STA 3+45.13 - INSTALLED NEW 8"x6"x8" TEE WITH THRUST BLOCK78STA 3+45.13 - 12.77' LTINSTALLED NEW FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE,±12.8 LF OF 6" CLASS 51 DIP AWWA C151, & THRUST BLOCKREFER TO DETAIL 02660-4 ON SHEET C0.489STA 3+47.73 - INSTALLED NEW 8" GATE VALVEWITH VALVE BOX & THRUST BLOCK910STA 3+60.92 - INSTALLED NEW 8" PLUG & THRUST BLOCK101111114" SCH. 40 PVC SANITARY SEWER SERVICE CROSSINGMAINTAINED 18" (MIN) VERTICAL SEPARATIONF.F. ELEV =4657.507777HORIZONTAL DATUM:LOCAL COORDINATE SYSTEMGRID SCALE FACTOR:0.999428671VERTICAL DATUM:LOCAL VERTICAL DATUM = MTSU CORS STATION - 2.43 FT(CITY OF BOZEMAN DATUM = LOCAL - 16.5 FT)