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Home My WebLink About06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 21STUB SIZE HEADER PIPE SIZES 48 42 36 AVAIL AVAIL AVAIL 30 24 18 15 r 12 10 8 24" AVAIL AVAIL 18" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL 15 AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL 1 AVAIL AVAIL 12" AVAIL AVAIL' AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL! AVAIL' AVAIL AVAILAVAIL' AVAIL AVAIL 10" AVAIL AVAIL AVAIL AVAIL !AVAIL AVAIL !AVAIL 8" AVAIL 6" AVAIL AVAIL MATERIAL LOCATION C !CATCH BASIN �I OR MANHOLE 1 SUMP DEPTH BY DESIGN ENGINEER THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 2 INCH CLEAN, CRUSHED, ANGULAR STONE ADS 601 GEOTEXTILE OR EQUAL FOR STORMTECH INFORMATION CALL 1- 888 -892 -2694 SC -740 CHAMBER I 11- y "il1 1 P --1 1 I 1 1, 11 I1 1 HI 1 11 -1 1 11j III III III -!II W 11 11 DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS* THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS SC -740 TYPICAL CROSS SECTION DESCRIPTION ANY SOIUROCK MATERIALS, NATIVE TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. 1 FILL MATERIAL FOR 6" TO 18" GRANULAR WELL GRADED ELEVATION ABOVE CHAMBERS SOIL/AGGREGATE MIXTURES, (24" FOR UNPAVED INSTALLATIONS) <35% FINES. FILL MATERIAL FROM 18" B EMBEDMENT STONE SURROUNDING AND TO A 6" ELEVATION ABOVE CHAMBERS A FOUNDATION STONE BELOW CHAMBERS I ACCEPTABLE FILL MATERIALS STORMTECH SC -740 CHAMBER SYSTEMS CLEAN ANGULAR STONE WITH THE MAJORITY OF PARTICLES BETWEEN 2 INCH CLEAN ANGULAR STONE WITH THE MAJORITY OF PARTICLES BETWEEN 3 2 INCH MANHOLE WITH OVERFLOW WEIR ECCENTRIC HEADER PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS STORMTECH PREFABRICATED END CAPS CHAMBERS SHALL MEET ASTM F 2418 -05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS 6" MIN. GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS 3, 357, 4, 467, A -1 5, 56, 57, 6, A -2 67, 68, 7, 78, A -3 8, 89, 9, 10 3, 357, 4, 467, 5, N/A 56, 57 PAVEMENT SC -740 END CAP FOR UNPAVED INSTALLATION WHERE RUTTING FROM VEHICLES MAY OCCUR, I/ INCREASE COVER TO 24 INCHES 1111 I V III I I I 1I 51" AASHTO M43 AASHTO M145 DESIGNATION DESIGNATION N/A N/A 3, 357, 4, 467, N/A 5, 56, 57 INSPECTION PORT BY DESIGN ENGINEER 'SEE STORMTECH DESIGN MANUAL 12" MIN. TYP. AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS SC- 740- -5' -6' WIDE STRIP SC- 310 -4' WIDE STRIP r t T 18" 96" 6" MIN. M IN. MAX' 30 DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" MIN.* COMPACTION /DENSITY REQUIREMENT PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. COMPACT IN 6" LIFTS TO A MINIMUM 95% STANDARD PROCTOR DENSITY. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. NO COMPACTION REQUIRED PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSITY PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED AS CLEAN, CRUSHED, ANGULAR NO. 4 STONE. STORMTECH ISOLATOR ROW STORMTECH CHAMBERS STORMTECH ACCEPTABLE FILL MATERIALS FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 STORMTECH ISOLATORTM ROW MANIFOLD DETAIL COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC- 740 -8' WIDE STRIP SC- 310 -5' WIDE STRIP STORMTECH ENDCAP FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 STORMTECH ISOLATORTM ROW DETAIL BED PERIMETER NUMBER AND SIZE OF 1 UNDERDRAINS PER ENGINEER DESIGN FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 B A A I B TO OUTLET CONTROL STRUCTURE STORMTECH UNDERDRAIN DETAIL NOTES: 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL. 2. THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS. 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. CALL 1- 888 892 -2694 OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION INSTRUCTIONS. 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. PAVEMENT SC -740 CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE A STORMTECH SINGLE TEE MANUFACTURED BY ADS STORMTECH CHAMBER PERFORATED UNDERDRAIN PIPE STORMTECH CHAMBER FOUNDATION STONE BENEATH CHAMBER STONE BEDDING UNDER DRAINAGE PIPE (PER DESIGN) A 1 ADS 601 GEOTEXTILE OR EQUAL 4x PIPE 0 MIN FOR INFORMATION CALL 1- 888 892 -2694 STORMTECH TRIPLE MANIFOLD MANUFACTURED BY ADS FOUNDATION STONE BENEATH CHAMBER ADS 601 GEOTEXTILE OR EQUAL 4x PIPE 0 MIN STONE BEDDING UNDER DRAINAGE PIPE (PER DESIGN) SECTION A_A SECTION B_B PERFORATED UNDERDRAIN PIPE STORMTECH INSPECTION PORT DETAIL A STORMTECH DOUBLE MANIFOLD MANUFACTURED BY ADS AVAIL STANDARD HEADERS AVAILABLE A 24" HDPE PIPE IN CLASS "C" CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ISOLATOR ROW MANHOLE INLET PIPE INVERT INVERT FLOOR BOX FRAME AND LID W /S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW -IN CAP INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 CROWN MATCHING ECCENTRIC MANIFOLD SECTION A A INVERT MATCHING ECCENTRIC MANIFOLD SECTION A_A ADS MANIFOLD DETAILS SIZE ON SIZE MANIFOLD SECTION A A OVERFLOW WEIR STORMTECH CHAMBERS MANIFOLDS ARE DESIGNED TO BE COUPLED TO STORMTECH PREFABRICATED END CAPS. WHEN USING STANDARD END CAPS, CORRUGATED PIPE UP TO 18 INCHES CAN BE INSERTED DIRECTLY INTO THE END CAP. FOR 24" INLET PIPES, A CORRUGATED TO SMOOTH PIPE ADAPTER IS REQUIRED. PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS STORMTECH CHAMBERS BOTTOM OF CHAMBER ELEV. BOTTOM OF FOUNDATION STONE ELEV. SECTION B_B MAXIMUM FINISHED GRADE ELEV. MINIMUM FINISHED GRADE ELEV. 72.8 IN SECTION A_A STORMTECH ELEVATIONS ISOLATOR ROW UNDERDRAIN PIPE INVERT FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 WEIR PLATE ELEV. 24" ISOLATOR ROW PIPE INVERT MANIFOLD PIPE PROPOSED LAYOUT: SYSTEM 1 (350) SC -740 CHAMBERS STORAGE PER CHAMBER: 74.9 CF INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% VOIDS TOTAL SYSTEM 1 STORAGE: 26,215 CF STORMTECH STUB PREFABRICATED END CAP ISOLATOR ROW hhh hi 90.7" ACTUAL LENGTH 85.4" INSTALLED l l _d wk U C&_ NOMINAL CHAMBER SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE WEIGHT STUBS AT TOP OF END CAP FOR PARTS NUMBERS ENDING WITH "T" PART# CHAMBER SC740EPEO6T SC-740 SC740EPEO6B SC-740 SC740E PEO8T SC740EPEO8B SC740EPE1OT SC740EPE10B SC740E PE 12T SC740EPE12B SC740EPE15T SC740EPE15B SC740EPE18T SC740EPE18B SC740E PE24B SC-740 SC-740 SC-740 SC-740 SC-740 SC-740 SC-740 SC-740 SC-740 SC-740 SC-740 PIP E SIZE 6 in (150 mm) 6 in (150 mm) 8 in (200 mm) 8 in (200 mm) 10 in (250 mm) 10 in (250 mm) 12 in (300 mm) 12 in (300 mm) 15 in (375 mm) 15 in (375 mm) 18 in (450 mm) 18in(450mm) 24 in (600 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1- 888-892 -2694. PLACE MINIMUM 12.5° OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS SC -740 CHAMBER HT MSO WM CLASS 2 FOUNDATION STONE BENEATH CHAMBER (PER DESIGN) 4'5\ s PERFORATED UNDER N ILE D RAIN PPE 51 51.0" x 30.0" x 85.4" 45.9 CUBIC FEET 74.9 CUBIC FEET 75 LBS. 6" PERFORATED UNDERDRAIN (SIZE TBD BY ENGINEER) OUTLET CONTROL STRUCTURE (TBD BY ENGINEER) 24" PRE -FAB ENDCAP AT ALL 24" CONNECTIONS (SC740EPE24B) 30.0" STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B" A B C 10.90 in (277 mm) 18.50 in (470 mm) N/A 1 10.90 in (277 mm) N/A 0.50 in N/A (13 mm) 1 12.20 In mm in mm 12.20 in 310 mm N/A 0.60 in (15 mm) :13.40 in 13.40 in (340mm)14.50iN� 68 N/A mm )t (340 mm) 0.70 in (18 mm) 1 1 14.70 in (373 mm) 12.50 in (318 mm)1 N/A 14.70 in (373 mm) N/A f 1.20 in (30 mm) N/A 18.40 in (467 mm) 9.00 in (2 18.40 In (467 mm) N29 /A mm) 1.30 in (33 mm) 19.70'n 500 mm)1 5.00 in (127 mm) 1 60 in 41 mm 19.70 N/A in 1 18.50 in (470 mm) N/A 0.10 in (3 mm) FOR THE SC740EPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75 BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N -12 STUB SO THAT THE FITTING SETS LEVEL. TECHNICAL DETAILS ALL MANIFOLDS SHOWN AS 18" X 18" (SIZE TBD BY ENGINEER) 24" CONNECTION TO ISOLATOR ROW TYP. MANHOLE WITH WIER, TYP. 4 PLACES (TBD BY ENGINEER) CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE, AND LANE LOAD. STORMTECH SC -740 CHAMBER LAYOUT This drawing was prepared to support the design engineer for the proposed conversion. It is the ultimate responsibility of the design engineer to assure that the stormwater system's design is in full compliance with all applicable laws and regulations. It is the design engineer's responsibility to ensure that the StormTech products are designed in accordance with StormTech minimum requirements. StormTech LLC does not approve plans, sizing, or system designs. The design engineer is responsible for all design decisions. SAVED AS DRAWN BY SCALE DATE H U O W J Et ra. W J (n W Q 2 a. ce O Q U d REVISIONS DRAWING TITLE PROJECT NO. SYSTEM 1 STORMTECH SC -740 CHAMBER DETAIL SHEET JLB NTS 11 -27-06 CHECKED BY DATE DRAWING NO.