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Home My WebLink About06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 22STUB SIZE HEADER PIPE SIZES 48 42 36 30 24 18 15 I 12" 8 AVAIL; AVAIL AVAIL AVAIL AVAIL X 10 AVAIL, AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL 7 N'. AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIEAVAIL i AVAIL T AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL' AVAIL AVAIL AVAIL CATCH BASIN OR MANHOLE SUMP DEPTH BY DESIGN ENGINEER 0 FOR STORMTECH INFORMATION CALL 1- 888 -892 -2694 MATERIAL LOCATION 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. ADS 601 GEOTEXTILE OR EQUAL FILL MATERIAL FROM 18" TO GRADE ABOVE CHAMBERS 'Cj FILL MATERIAL FOR 6" TO 18" GRANULAR WELL GRADED ELEVATION ABOVE CHAMBERS SOILJAGGREGATE MIXTURES, (24" FOR UNPAVED INSTALLATIONS) <35% FINES. Bi EMBEDMENT STONE SURROUNDING AND TO A 6" ELEVATION ABOVE CHAMBERS CLEAN ANGULAR STONE WITH THE MAJORITY OF PARTICLES BETWEEN '/4 2 INCH 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. A FOUNDATION STONE BELOW CHAMBERS VIPIP SC -740 CHAMBER 3 /4 2 INCH CLEAN, CRUSHED, ANGULAR STONE I =11', III =III l= I =11 I 11 11 II-II III II II -11 I ii ii I I 1 II I 1v 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 SOIL/ROCK MATERIALS, NATIVE SOILS OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. CLEAN ANGULAR STONE WITH THE MAJORITY OF PARTICLES BETWEEN '/4 -2INCH STORMTECH ACCEPTABLE FILL MATERIALS 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 r CHAMBERS SHALL MEET ASTM F 2418 -05 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS I I 1E'. II III r 6" MIN. PAVEMENT SC -740 END CAP FOR UNPAVED INSTALLATION WHERE RUTTING FROM VEHICLES MAY OCCUR INCREASE COVER TO 24 INCHES II I I I Ili= 51" ACCEPTABLE FILL MATERIALS STORMTECH SC -740 CHAMBER SYSTEMS AASHTO M43 AASHTO M145 COMPACTION /DENSITY DESIGNATION DESIGNATION REQUIREMENT N/A N/A PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. 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 3, 357, 4, 467, N/A 5,56,57 "SEE STORMTECH DESIGN MANUAL INSPECTION PORT BY DESIGN ENGINEER AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS SC- 740- -5' -6' WIDE STRIP SC- 310 -4' WIDE STRIP MAX 1 18" M IN. 96" 6 M I I. 12" MIN. TYP. 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 I DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 6" MIN." 30" STORMTECH ISOLATOR ROW STORMTECH CHAMBERS STORMTECH ISOLATORTm ROW MANIFOLD DETAIL FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 COVER ENTIRE ROW WITH AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL SC- 740 -8' WIDE STRIP SC- 310 -5' WIDE STRIP STORMTECH ISOLATORTM ROW DETAIL FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 FOR STORMTECH INFORMATION CALL 1- 888 -892 -2694 STORMTECH UNDERDRAIN DETAIL BED PERIMETER NUMBER AND SIZE OF UNDERDRAINS PER ENGINEER DESIGN n TO OUTLET CONTROL STRUCTURE 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 4" PVC RISER SC -740 CHAMBER AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 7. STORMTECH INSPECTION PORT DETAIL A STORMTECH SINGLE TEE MANUFACTURED BY ADS A STORMTECH CHAMBER PERFORATED UNDERDRAIN PIPE STORMTECH CHAMBER FOUNDATION STONE BENEATH CHAMBER ADS 601 GEOTEXTILE OR EQUAL 4x PIPE 0 MIN STONE BEDDING UNDER DRAINAGE PIPE (PER DESIGN) FOR INFORMATION CALL 1- 888 892 -2694 STONE BEDDING UNDER DRAINAGE PIPE (PER DESIGN) SECTION A A SECTION B_B STORMTECH TRIPLE MANIFOLD MANUFACTURED BY ADS STORMTECH DOUBLE MANIFOLD MANUFACTURED BY ADS FOUNDATION STONE BENEATH CHAMBER ADS 601 GEOTEXTILE OR EQUAL 4x PIPE 0 MIN PERFORATED UNDERDRAIN PIPE A A AVAIL STANDARD HEADERS AVAILABLE FLOOR BOX FRAME AND LID W /S.S. CAP SCREW LID CLOSURE INSPECTION PORT WITH SCREW -IN CAP CLASS "C" CONCRETE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE INSPECTION PORT TO BE ATTACHED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER CROWN MATCHING ECCENTRIC MANIFOLD SECTION A_A IN 8. INVERT MATCHING ECCENTRIC MANIFOLD SECTION A A SIZE ON SIZE MANIFOLD SECTION A A 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. ADS MANIFOLD DETAILS ISOLATOR ROW 24" HDPE PIPE MANHOLE OVERFLOW WEIR STORMTECH CHAMBERS INLET PIPE INVERT INVERT BOTTOM OF CHAMBER ELEV. STORMTECH CHAMBERS A BOTTOM OF FOUNDATION STONE ELEV. FOR STORMTECH INFORMATION CALL 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 SECTION B_B B— IN MAXIMUM FINISHED GRADE ELEV. MINIMUM FINISHED GRADE ELEV. SECTION A_A UNDERDRAIN PIPE INVERT STORMTECH ELEVATIONS 10.0 63.2' 4 4 I L 1 I FOR STORMTECH INFORMATION CALL 1- 888 892 -2694 WEIR PLATE ELEV. 24" ISOLATOR ROW PIPE INVERT MANIFOLD PIPE PROPOSED LAYOUT: SYSTEM 2 (400) SC -740 CHAMBERS STORAGE PER CHAMBER: 74.9 CF INSTALLED WITH 6" COVER STONE, 6" BASE STONE, 40% VOIDS TOTAL SYSTEM 2 STORAGE: 29,960 CF ISOLATOR ROW 239.6' ISOLATOR ROW STORMTECH STUB PREFABRICATED END CAP SC740E PEO8T SC740EPEO8B SC740EPE1OT SC740EPE10B SC740EPE12T SC740EPE12B SC740EPE15T SC740EPE15B SC740EPE18T SC740EPE18B SC74OEPE24B 90.7" ACTUAL LENGTH 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" 24" CONNECTION AT ISOLATOR ROW TYP. 24" PRE -FAB ENDCAP AT ALL 24" CONNECTIONS 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. ISOLATOR ROW ii I-'IF_- I I [_"I J F _T -A 51.0" x 30.0" x 85.4" 45.9 CUBIC FEET 74.9 CUBIC FEET 75 LBS. STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING WITH "B" PART CHAMBER PIPE SIZE A B C SC74OEPEO6T SC-740 6 in (150 mm) 10.90 in (277 mm) 18.50 in (470 mm) N/A SC740EPEO6B 1 SC-740 6 in (150 mm) 10.90 in (277 mm) N/A 0.50 in (13 mm) SC-740 8 in (200 mm) 12.20 in (310 mm) 16.50 in (419 mm) N/A SC-740 8 in (200 mm) 12.20 in (310 mm) N/A 0.60 in (15 mm) SC-740 10 in (250 mm) 13.40 in (340 mm),14.50 in (368 mm) N/A SC-740 10 in (250 mm) 13.40 in (340 mm )I N/A 0.70 in (18 mm) SC-740 12 in (300 mm) 14.70 in (373 mm)112.50 in (318 mm) N/A I SC-740 12 in (300 mm) 14.70 in (373 mm); N/A 1.20 in (30 mm) SC -740 15 in (375 mm) 18.40 in (467 mm), 9.00 in (229 mm) N/A SC-740 15 in (375 mm) 18.40 in (467 mm)I N/A 1.30 in (33 mm) t 18 in 450 mm 19.70 in 500 m SC-740 m 5 00 In 127 mm N/A I SC-740 I 18 in (450 mm) 19.70 in (500 mm)I N/A 1.60 in (41 mm) SC-740 24 in (600 mm) 18.50 in (470 mm)1 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 MANHOLE WITH WEIR, TYP. 5 PLACES (TBD BY ENGINEER) OUTLET CONTROL STRUCTURE (TBD BY ENGINEER) 6" PERFORATED UNDERDRAIN (SIZE TBD BY ENGINEER) PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 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 H U O w )1< o a w J (n W Q 2 a. O Q ct U d 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. REVISIONS DATE DRAWING TITLE SYSTEM 2 STORMTECH SC -740 CHAMBER DETAIL SHEET SAVED AS DRAWN BY SCALE DATE PROJECT NO. JLB NTS 11 -27-06 CHECKED BY DRAWING NO. Subsurface Stormwater Management sm S:\52605S1\dwg\C803-Underground Details.dwg, SYSTEM 2, 12/1/2006 9:04:26 AM, bhuff, 1:1.04412 PROJECT NAME Detention- Retention. Recharge