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6C-802STORM SEWER MANHOLENOT TO SCALE7C-802CATCH BASIN MANHOLENOT TO SCALE8C-80224"X36" CATCH BASINNOT TO SCALE7"VARIES 12"36" - 48"5" MIN.27"VARIES48" TYP.3"AC2VARIES48" TYP.5" MIN.3"VARIES 12"PIPEDIA.B A3"24" 12" 6"24" X 36"5" MIN.6" MIN.36" MIN.BACK OF CURBGROUT BOTTOM OF MANHOLE TO A MINIMUM OF 1/2DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT.MANHOLE STEPS SHALL BE PLACED SO THATOFFSET VERTICAL PORTION OF CONE IS FACINGDOWNSTREAM FOR ALL PIPES UP TO 24''. PLACESTEPS ON RIGHT HAND SIDE WHEN FACING DOWNSTREAM FOR ALL PIPES 24'' AND OVERNEENAH R1642 FRAME AND COVER OR EQUALLETTERED, "STORM SEWER", WITH 2 CONCEALEDPICK HOLESMINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL INTERNAL I&I BARRIER EULL'S ORAPPROVED EQUAL. ONLY PLASTIC SHIMS SHALL BEALLOWED IF NEEDED. MORTAR SHALL BE AIRENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTMC387.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" ON CENTER. (NOSTEPS ALLOWED IN UPPER 27" BARREL.)ALL JOINTS IN MANHOLE TO HAVE PROFILEGASKETS PER ASTM C443PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OFWALL.MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14'IN DEPTH OR LESS. INCREASE THICKNESS 1" FOREACH ADDITIONAL 4' OF DEPTH, AND REINFORCE INACCORDANCE OF MNDOT STANDARD PLATE 4011E.MINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL INTERNAL I&I BARRIER EULL'S ORAPPROVED EQUAL. ONLY PLASTIC SHIMS SHALL BEALLOWED IF NEEDED. MORTAR SHALL BE AIRENTRAINED UNDERGROUND UTILITY MORTARWHICH MEETS OR EXCEEDS ASTM C270 AND ASTMC387.6" MIN. PRECAST REINFORCED CONCRETE MANHOLESLAB, REINFORCED IN ACCORDANCE WITH MNDOTPLATE 4020.TOP OF BARREL SECTION UNDER TOP SLAB TOHAVE FLAT TOP EDGE SEALED WITH 2 BEADS OFRAMNEK OR APPROVED EQUAL. EXTERNAL WRAP(GATOR WRAP OR APPROVED EQUAL) REQUIREDALL JOINTS IN MANHOLE TO HAVE PROFILEGASKETS PER ASTM C4434" PVC DRAINTILE CONNECTION (IF IDENTIFIEDON THE PLANS). PIPE SHALL BE CUT OFF 2"FROM INSIDE FACE OF WALL.MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' INDEPTH OR LESS. INCREASE THICKNESS 1" FOR EACHADDITIONAL 4' OF DEPTH, AND REINFORCE INACCORDANCE OF MNDOT STANDARD PLATE 4011E.GROUTCATCHBASIN CASTING NEENAHR3067-V-VB OR EQUALFACE OF CURBMINIMUM OF 2 MAXIMUM OF 5 CONCRETEADJUSTMENT RINGS WITH FULL BED OF MORTARBETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'.INSTALL EXTERIOR INFI-SHIELD OR APPROVEDEQUAL.ONLY PLASTIC SHIMS SHALL BE ALLOWED IFNEEDED. MORTAR SHALL BE AIR ENTRAINEDUNDERGROUND UTILITY MORTAR WHICH MEETS OREXCEEDS ASTM C270 AND ASTM C387.4'' PVC DRAINTILE CONNECTION (IFINCLUDED ON PLANS)GROUT TO HALF DIA. OF PIPE4" PVC DRAINTILE CONNECTION (IFIDENTIFIED ON PLANS). NO BENDSGREATER THAN 45° SHALL BE ALLOWEDDOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIREDGROUTDOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIRED4" PVC DRAINTILE (IF IDENTIFIED ON THE PLANS). NOBENDS GREATER THAN 45° SHALL BE ALLOWEDDOG HOUSES MUST BE GROUTED BOTH INSIDE ANDOUTSIDE OF STRUCTURE. WASTERSTOP GROUTRING (RCP) OR WATERTIGHT BOOT (PVC) REQUIREDORIENT GRATEWITH DIRECTION OFFLOWEDGE OF GUTTERFLOWPLANSECTIONPLANSECTIONCLPLANSECTIONNOTES:1.22" BREAKOFF SECTION2.LEFT HAND OPERATING NUT (1 1/2"POINT TO FLAT)3.PAINT BARREL SECTION RED TOGRADE4.PLUG DRAIN HOLES ONLY IFDIRECTED BY CITY ENGINEER5.SEE DETAIL WAT-01 FORINSTALLATION DETAILSNOZZLE ARRANGEMENT(THREE TOTAL)·(2) 2 1/2" NOZZLES, PLUS·(1) 5" STORZ PUMPER NOZZLENORMAL GROUND LINENOTE:HYDRANT SHALL BE PACER MODEL WB67-2503'STAINLESS STEEL BRACKET TOPERMANENTLY SECURE ACCESSBOX TO GRADE FLANGE1.ABOVE GROUND TEST STATIONSHALL BE COBRA T3 (T2-R75) ORAPPROVED EQUAL. OUTDOORRATED PVC CONDUIT SHALL BEINSTALLED FROM BOTTOM OFTEST STATION TO 2' BELOWFINISH GRADE.2.INSTALL TRACER WIRE TOMIDDLE TERMINAL3.INSTALL GROUNDING ANODEWIRE TO BOTTOM TERMINAL4.CONNECT JUMPER BETWEENMIDDLE AND BOTTOM TERMINAL3.0'3'5'#12 AWG COPPER CLAD STEELCORE WIRE WITHMIN. BREAK LOAD OF 270 LBSFOR OPEN CUT INSTALLRATED FOR 30 VOLTS.45 MIL HMWPE JACKET.NOTES:1.FACTORY INSTALLED PLUGS REQUIRED WHENEVER HYDRANTS ARE INSTALLED IN AREAS WITH HIGHGROUNDWATER LEVEL, AS DETERMINED BY DEWATERING REQUIREMENTS AND THE CITY ENGINEER.THE MAIN NOZZLE SHALL BE PAINTED BLUE FOR ALL HYDRANTS WITH PLUGGED DRAIN HOLES.2.ALL DUCTILE IRON WATERMAIN FITTINGS SHALL BE FUSION BONDED EPOXY COATED.3.HYDRANTS SHALL BE MARKED WITH STAINLESS STEEL TAG FROM FACTORY.4.CONTRACTOR SHALL SUPPLY TWO HYDRANT FLAGS, ONE TO BE INSTALLED ON THE HYDRANT ANDTHE SECOND DELIVERED TO CORCORAN PUBLIC WORKS.5.ALL HYDRANT LEADS ARE TO BE CONSTRUCTED WITH POLYWRAPPED DIP, CLASS 52.6.PROVIDE POLYWRAP UP THE HYDRANT BARREL TO THE BREAK OFF FLANGE.7.ALL WATERMAIN BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL.8.HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: FLOW RATE OF1,000 GPM OR MORE - GREEN; FLOW RATE BETWEEN 500 GPM AND 1,000 GPM - YELLOW; FLOW RATEOF 500 GPM OR LESS - RED.9.ABOVE GROUND TEST STATION SHALL BE COBRA T3 (T2-R75) OR APPROVED EQUAL. OUTDOORRATED PVC CONDUIT SHALL BE INSTALLED FROM BOTTOM OF TEST STATION TO 2' BELOW FINISHGRADE. SEE DETAIL WAT-11 FOR CONNECTION DETAILS.10.MIN 1 LB. DRIVE IN ANODE WITH MIN. 20' WIRE LEAD.11.CONNECTORS SHALL BE DRY CONN DIRECT BURY LUG AQUA, PRO-TRACE DB OR APPROVED EQUAL12.CONTRACTOR SHALL SUPPLY 1 HYDRANT WRENCH FOR EVERY PHASE OR EVERY 5 HYDRANTSINSTALLED, WHICHEVER IS GREATER.7.5' MIN.TOP1'CONNECTTRACER WIRETO MAINTRACER WIREGROUNDING ANODE(MIN 3' BURY)ABOVE GROUND TESTSTATION.GATE VALVEEXTENSION RODVERIFY THREAD TYPEWITH FIRE DEPT.WATEROUS PACERMODEL WB-67-250 HYDRANTHYDRA-FINDER TYPEHYDRANT FLAG1.5 CUBIC YARDS GRAVELOR CRUSHED ROCK.COVER WITH POLYETHYLENEWRAP8" CONCRETE BLOCKTIE ALL FITTINGS WITH MIN. OF TWO, 3/4" DIAMETER RODS(STAINLESS STEEL OR EPOXY COATED), OR WITH MEGALUGSWATER7.5' MINIMUM COVER REQUIRED OVERTOP OF WATER MAIN.DROP LIDTYLERMUELLERBIBBY-STE-CROIXNo. 6860 No.H-10361 No.B-5160ADJUST TOP TO 1/2" BELOW GRADE. BOX TOBE SET TO PROVIDE 12" OF ADJUSTMENT.GRADEGATE VALVE BOX·SCREW TYPE,·3 PIECE,·5 1/4" SHAFT,·SIZE G BOX,·7'-6" EXTENDED,·#6 ROUND BASETYLER NO. 6860MUELLER NO. H-10357BIBBY-STE-CROIX B-5001ALL VALVE BOX COMPONENTSSHALL BE MANUFACTURED IN THEU.S. OR CANADA, OR AS APPROVEDBY THE CITY ENGINEER.RESILIANT WEDGE VALVECONFORMING AWWA C-509-80STANDARDS INSTALLED WITH A VALVEBOX ADAPTER TYPE II.8" CONCRETE BLOCKNOTE:ALL WATERMAIN BOLTS ARE TO BE COR-BLUE OR AN APPROVED EQUALTOPTYLERMUELLERBIBBY-STE-CROIXNo. 6860H-10361VB50226"26"27"MUELLERTYLERNo. 58No. 59No. 60No. 58No. 5914"18"24"14"20"BIBBY-STE-CROIXVB520VB521VB522VB523No. 57No. 58No. 59No. 609"14"20"26"BOTTOMTYLERMUELLERBIBBY-STE-CROIXNo. 6860H-10361VB51665"65"60"ADAPTOR REQUIRED ON ALL GATEVALVESEXTENSIONS REQUIRED ON ALLGATE VALVESEXTENSION SHALL BE WITHIN 1-2'OF FINISHED GRADECOPPER TRACER WIREINSTALLED ON ALL PVCWATER MAINMEGALUGS (TYP)GATE VALVE ADAPTOR 1/4" STEELWITH PROTECTIVE COATINGBASEEXTENSION1/2" RUBBER GASKET INSTALLEDBETWEEN THE GATE VALVE ANDGATE VALVE ADAPTORNUT CAPWITHCHAIN5" PUMPER CONNECTION (STORZ NOZZLE)2 1/2" HOSE CONNECTION(THREAD SIZE 3.062" O.D., 7 1/2 TPI)NOZZLE SECTIONHYDRANT LOCATORSUPPLIED W/EACH HYDRANT3322112'-0"1'-6"D2'-8"2'-1"B90° BEND1'-6"1'-5"D2'-1"1'-5"B45° BEND1'-5"1'-5"D1'-5"1'-5"B22 1/2° BENDBUTTRESS DIMENSIONS8"6"SIZEPIPEB1B23SECTION A-AAAAAAAAAAB90°6"16"20"24"3'-0"3'-6"4'-4"2'-0"2'-8"3'-0"3'-10"5'-6"6'-10"3'-0"3'-4"3'-10"6'-2"8'-4"9'-8"3'-6"4'-0"5'-0"2'-6"4'-9"2'-0"3'-4"1'-10"1'-10"12"6'-0"17'-0"6'-0"9'-3"--30"321C1,C2,C3NOTE: ALL WATERMAIN BOLTS SHALL BE COR-BLUE OR APPROVED EQUALNOTES:1.SHAPE OF BACK OF BUTTRESSMAY VERY AS LONG AS POUREDAGAINST FIRM UNDISTURBEDEARTH.2.DIMENSION C1, C2, C3 SHOULDBE LARGE ENOUGH TO MAKEANGLE Ø EQUAL TO OR LARGERTHAN 90°.3.DIMENSION A1, A2, A3 SHOULDBE AS LARGE AS POSSIBLEWITHOUT INTERFERING WITH MJBOLTS.4.ANGLE SHALL BE 45° MINIMUM.5.PLACE POLYETHYLENEBETWEEN CONCRETE & PIPE.6.MEGALUGS SHALL BE INSTALLEDON ALL BENDS.APLAN 3 WAY TEES4 x DIAD1,D2,D3 3'Min.VARIABLECONCRETEUNDISTURBED EARTHBEDDING MATERIALCONCRETE SHALL BE IN CONTACTWITH THIS QUADRANT OF PIPE∠=(SEE NOTE 4)PLAN 22 1/2° BENDSPLAN 45° BENDSPLAN 90° BENDS∠=(SEE NOTE 4)∠=(SEE NOTE 4)∠=(SEE NOTE 4)NOTE:1.ALL FITTINGS SHALL BE FUSION BONDED EPOXY COATED DUCTILE IRON TO MEET OREXCEED ANSI/AWWA C550 AND C116/A21.116 REQUIREMENTS.2.MEGALUGS, IF USED SHALL BE SNUG FIT ON CIP WATER MAIN AND SHALL BOLTS SHALLNOT BE "SNAPPED" TIGHT.3.SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, ANDOBSTRUCTION.4.ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING.5.COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN.6.ALL WATERMAIN BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL.MIN. 2'-0' MIN 7.5' SEE PLAN GRADE45° BENDMINIMUM 4" INSULATIONOBSTRUCTIONMECH.COMPACTEDSELECT GRANULARVARIABLE PVCWATER MAIN3/4" STAINLESS OR EPOXYCOATED TIE RODS, ORMEGALUGSSELECT GRANULAR3/4" STAINLESS OR EPOXYCOATED TIE RODS, ORMEGALUGS.45° BEND3/4" STAINLESS OREPOXY COATED TIERODS, ORMEGALUGS.6"CL3C-802TYPICAL HYDRANT INSTALLATIONNOT TO SCALE5C-802HYDRANTNOT TO SCALE2C-802GATE VALVE AND BOX INSTALLATIONNOT TO SCALE1C-802CONCRETE THRUST BLOCKINGNOT TO SCALE4C-802WATER MAIN OFFSETNOT TO SCALEDWN BY:ISSUE DATE:PROJECT NO.:M:\2112 - Kaas Wilson\20-500 St. Anthony Independent Senior Living\DESIGN\CAD\PLANSHEETS\C-801 DETAILS 2112-20-500.dwg 12/17/2020 ROSHAAN A. GRIEME DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/17/2020 10:54:34 AM SUB CONSULTANT:CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMKAAS WILSONARCHITECTSST. ANTHONY INDEPENDENT SENIOR LIVING 2501 LOWRY AVE ST. ANTHONY, MINNESOTA 554182112-20-500MDH RAG DML12/16/2020211/17/2020 CITY SUBMITTAL 1 12/16/2020 CITY SUBMITTAL 2DWN BY:ISSUE DATE:PROJECT NO.:M:\2112 - Kaas Wilson\20-500 St. Anthony Independent Senior Living\DESIGN\CAD\PLANSHEETS\C-801 DETAILS 2112-20-500.dwg 12/17/2020 ROSHAAN A. GRIEME DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/17/2020 10:54:34 AM SUB CONSULTANT:CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMKAAS WILSONARCHITECTSST. ANTHONY INDEPENDENT SENIOR LIVING 2501 LOWRY AVE ST. ANTHONY, MINNESOTA 554182112-20-500MDH RAG DML12/16/2020211/17/2020 CITY SUBMITTAL 1 12/16/2020 CITY SUBMITTAL 2 C-802DETAILS69