HomeMy WebLinkAboutSheet-10_C7-1_Details-02.pdfMIN.GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,<35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY.SEE THE TABLE OF ACCEPTABLE FILL MATERIALS INSTORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL,OR WWW.STORMTECH.COM.6"ô - 2 INCH WASHED,CRUSHED, ANGULAR STONESC-740 END CAPDEPTH OF STONETO BE DETERMINEDBY DESIGN ENGINEER6" MIN.*30"12" MIN. TYP.51"6"96"MAX.18"MIN.FOR UNPAVED INSTALLATION WHERERUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24 INCHESPAVEMENTMIN.DESIGN ENGINEER IS RESPONSIBLE FORENSURING SUITABILITY OF SUBGRADE SOILS*ADS 601 GEOTEXTILE OR EQUALSC-740 CHAMBER18"MIN.96"MAX.4" PVC RISERSCREW-IN CAPCLASS "C" CONCRETESC-740 CHAMBERFLOOR BOX FRAME AND LID W/S.S.CAP SCREW LID CLOSUREAASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILEINSPECTION PORT TO BEATTACHED THROUGHCUT-OUT LOCATEDAT CENTER OF CHAMBERAASHTO M288 CLASS 2NON-WOVEN GEOTEXTILEPAVEMENTDEPTH OF STONETO BE DETERMINEDBY DESIGN ENGINEER *6" MIN96"MAX.6"18"MIN.BCMIN.ADMATERIAL LOCATIONDESCRIPTIONFILL MATERIAL FROM 18"TO GRADE ABOVE CHAMBERSDCFILL MATERIAL FOR 6" TO 18"ELEVATION ABOVE CHAMBERS(24" FOR UNPAVED INSTALLATIONS)EMBEDMENT STONE SURROUNDINGAND TO A 6" ELEVATION ABOVECHAMBERSBANY SOIL/ROCK MATERIALS, NATIVESOILS OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.GRANULAR WELL-GRADEDSOIL/AGGREGATE MIXTURES,<35% FINES.WASHED ANGULAR STONE WITH THEMAJORITY OF PARTICLES BETWEENô,1&+FOUNDATION STONE BELOWCHAMBERSAWASHED ANGULAR STONE WITH THEMAJORITY OF PARTICLES BETWEENô,1&+AASHTO M43DESIGNATIONN/A3, 357, 4, 467,5, 56, 57, 6,67, 68, 7, 78,8, 89, 9, 103, 357, 4, 467, 5,56, 573, 357, 4, 467,5, 56, 57N/AN/AA-1A-2A-3N/AAASHTO M145DESIGNATIONCOMPACTION/DENSITYREQUIREMENTPREPARE PER ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIALAND PREPARATION REQUIREMENTS.COMPACT IN 6" LIFTS TO A MINIMUM 95%STANDARD PROCTOR DENSITY. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 LBS.DYNAMIC FORCE NOT TO EXCEED 20,000 LBS.NO COMPACTION REQUIREDPLATE COMPACT OR ROLL TO ACHIEVE A95% STANDARD PROCTOR DENSITYPLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHEDCRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS WASHED, CRUSHED, ANGULAR NO. 4 STONE.AASHTO M288 CLASS 2NON-WOVEN GEOTEXTILEALL AROUND ANGULAR STONEPART #CHAMBERPIPE SIZEABCDSC740EPE06TSC 7406 in (150 mm)10.90 in (277 mm)3.85 in (98 mm)18.50 in (470 mm)N/ASC740EPE06BSC 7406 in (150 mm)10.90 in (277 mm)3.85 in (98 mm)N/A0.50 in (13 mm)SC740EPE12TSC 74012 in (300 mm)14.70 in (373 mm)7.70 in (196 mm)12.50 in (318 mm)N/ASC740EPE12BSC 74012 in (300 mm)14.70 in (373 mm)7.70 in (196 mm)N/A1.20 in (30 mm)SC740EPE15TSC 74015 in (375 mm)18.40 in (467 mm)10.36 in (263 mm)9.00 in (229 mm)N/ASC740EPE15BSC 74015 in (375 mm)18.40 in (467 mm)10.36 in (263 mm)N/A1.30 in (33 mm)SC740EPE18TSC 74018 in (460 mm)19.70 in (500 mm)10.72 in (272 mm)5.00 in (127 mm)N/ASC740EPE18BSC 74018 in (460 mm)19.70 in (500 mm)10.72 in (272 mm)N/A1.60 in (41 mm)SC740EPE24BSC 74024 in (600 mm)18.50 in (470 mm)9.45 in (240 mm)N/A0.10 in (3 mm)STUBS AT TOP OF END CAP FOR PARTS NUMBERS ENDING WITH "T"STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B"ALL STUBS, EXCEPT FOR THESC740EPE24B ARE PLACED ATBOTTOM OF END CAP SUCH THATTHE OUTSIDE DIAMETER OF THESTUB IS FLUSH WITH THE BOTTOMOF THE END CAP. FORADDITIONAL INFORMATIONCONTACT STORMTECH AT1-888-892-2694. FOR THE SC740EPE24B THE 24" STUBLIES BELOW THE BOTTOM OF THE END CAPAPPROXIMATELY 1.75". BACKFILL MATERIALSHOULD BE REMOVED FROM BELOW THEN-12 STUB SO THAT THE FITTING SETS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINAL*90.7" ACTUAL LENGTH85.4" INSTALLEDNOMINAL CHAMBER SPECIFICATIONSSIZE (W x H x INSTALLED LENGTH) -CHAMBER STORAGE -MINIMUM INSTALLED STORAGE -WEIGHT -30.0"51.0" x 30.0" x 85.4"45.9 CUBIC FEET74.9 CUBIC FEET75 LBS.51"ACCEPTS 4" SCH 40 PIPE FORCLEANOUT OR INSPECTION PORTBACABDOVERLAP NEXT CHAMBER HERE(OVER "SMALL" CORRUGATION)CREST 14 PLVALLEY 13 PLBUILD ROW INTHIS DIRECTIONSTART ENDBOZEMAN GATEWAY SUBDIVISION PUDKOHL'S PRELIMINARY SITE PLANĀ901 Technology Blvd.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 587-1176SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2010VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3638\013\ACAD\SITEPLAN\KOHLS\Prelim Site Plan\Details.dwg Plotted by thomas eastwood on May/26/20103638.0139C7.1BOZEMANMONTANAJAU??????05/2010DETAILS