HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 23STUB SIZE
HEADER PIPE SIZES
48"
42" 36" 30"
24" 18"
15" 12"
10" 8"
24"
AVAIL
AVAIL AVAIL AVAIL
AVAIL
AVAIL AVAIL
18"
AVAIL
AVAIL AVAIL' AVAIL
15"
AVAIL
AVAIL AVAIL AVAIL
AVAIL AVAIL
AVAIL
12"
AVAIL
AVAIL AVAIL AVAIL
AVAIL AVAIL
AVAIL AVAIL
10"
AVAIL
AVAIL
AVAIL AVAIL
AVAIL r
8"
AVAIL
AVAIL
AVAIL AVAIL
AVAIL' AVAIL
AVAIL AVAIL
AVAIL AVAIL
6"
AVAIL
AVAIL
AVAIL
ST
MATERIAL LOCATION
FILL MATERIAL FROM 18"
TO GRADE ABOVE CHAMBERS
C) FILL MATERIAL FOR 6" TO 18"
ELEVATION ABOVE CHAMBERS
(24" FOR UNPAVED INSTALLATIONS)
EMBEDMENT STONE SURROUNDING
AND TO A 6" ELEVATION ABOVE
CHAMBERS
A) FOUNDATION STONE BELOW
CHAMBERS
CATCH BASIN
OR
MANHOLE
SUMP DEPTH
BY DESIGN
ENGINEER
SC -740 TYPICAL CROSS SECTION
STORMTECH SC -740 CHAMBER SYSTEMS
DESCRIPTION
ANY SOIUROCK MATERIALS, NATIVE
SOILS OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
GRANULAR WELL GRADED
SOIL/AGGREGATE MIXTURES,
<35% FINES.
CLEAN ANGULAR STONE WITH THE
MAJORITY OF PARTICLES BETWEEN
3 /4 2 INCH
CLEAN ANGULAR STONE WITH THE
MAJORITY OF PARTICLES BETWEEN
3 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.
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
ACCEPTABLE FILL MATERIALS
AASHTO M43 AASHTO M145 COMPACTION /DENSITY
DESIGNATION DESIGNATION REQUIREMENT
N/A N/A
3, 357, 4, 467,
5, 56, 57, 6,
67, 68, 7, 78,
8, 89, 9, 10
3, 357, 4, 467, 5, N/A
56, 57
3, 357, 4, 467, N/A
5, 56, 57
A -1 COMPACT IN 6" LIFTS TO A MINIMUM 95%
A -2 STANDARD PROCTOR DENSITY. ROLLER GROSS
A -3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS.
DYNAMIC FORCE NOT TO EXCEED 20,000 LBS.
STORMTECH ISOLATORTm ROW MANIFOLD DETAIL
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
PLATE COMPACT OR ROLL TO ACHIEVE A
95% STANDARD PROCTOR DENSITY
TM
PREPARE PER ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL
AND PREPARATION REQUIREMENTS.
NO COMPACTION REQUIRED
STORMTECH
ISOLATOR ROW
STORMTECH CHAMBERS
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 ENDCAP
FOR STORMTECH INFORMATION
CALL 1- 888 892 -2694
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
VVWW.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.
AASHTO M288 CLASS 2
NON -WOVEN GEOTEXTILE
PAVEMENT
4" PVC RISER
SC -740 CHAMBER
A
STORMTECH SINGLE TEE
MANUFACTURED BY ADS
A
FOR INFORMATION
CALL 1- 888 892 -2694
STORMTECH TRIPLE MANIFOLD
MANUFACTURED BY ADS
AVAIL STANDARD HEADERS AVAILABLE
ADS
STORMTECH DOUBLE MANIFOLD
MANUFACTURED BY ADS
FLOOR BOX FRAME AND LID W /S.S.
CAP SCREW LID CLOSURE
INSPECTION PORT WITH SCREW -IN CAP
A
CLASS "C" CONCRETE
AASHTO M288 CLASS 2
NON- WO\ /EN GEOTEXTILE
INVERT
INSPECTION PORT TO BE
ATTACHED THROUGH
KNOCK -OUT LOCATED
AT CENTER OF CHAMBER
FOR STORMTECH INFORMATION CALL 1- 888 892 -2694
STORMTECH INSPECTION PORT DETAIL
A
CROWN MATCHING
ECCENTRIC MANIFOLD
SECTION A A
INVERT MATCHING
ECCENTRIC MANIFOLD
SECTION A A
SIZE ON SIZE MANIFOLD
SECTION A A
LD DETAILS
STORMTECH CHAMBERS
INLET PIPE
INVERT
BOTTOM OF CHAMBER
ELEV.
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.
BOTTOM OF FOUNDATION
STONE ELEV.
SECTION B_B
C
MINIMUM FINISHED GRADE ELEV.
IN
SECTION A_A
STORMTECH ELEVATIONS
PROPOSED LAYOUT: SYSTEM 3
(1913) SC -740 CHAMBERS
STORAGE PER CHAMBER: 88.4 CF
INSTALLED WITH 6" COVER STONE, 18" BASE STONE, 40% VOIDS
TOTAL SYSTEM 3 STORAGE: 169,109 CF
ALL MANIFOLDS SHOWN
AS 18" X 18" (SIZE TBD
BY ENGINEER)
MANHOLE WITH WEIR
(TBD BY ENGINEER)
TYP. 8 PLACES
0
30" NYLOPLAST UNIT
(DESIGN BY OTHERS)
WEIR PLATE
ELEV.
24" ISOLATOR ROW PIPE
INVERT
MANIFOLD PIPE
STORMTECH STUB
PREFABRICATED END CAP
ISOLATOR ROW
INSPECTION PORT
TYP. 12 PLACES
STUBS AT TOP OF END
CAP FOR PARTS NUMBERS
ENDING WITH "T"
PART CHAMBER PIPE SIZE
SC740EPEO6T SC-740
i t
SC740EPEO6B SC-740
SC740EPEO8T
SC740EPEO8B
SC740EPE1OT
SC740EPE1OB
SC740EPE12T SC-740
6 in (150 mm)
6 in (150 mm)
SC-740 8 in (200 mm)
SC-740 8 in (200 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) 113.40 in (340 mm) N/A 0.70 in (18 mm)
12 in (300 mm) 114.70 in (373 mm) 12.50 in (318 mm) N/A
SC740EPE12B SC-740 12 in (300 mm)
SC740EPE15T SC-740
SC740EPE15B SC-740
SC740EPE18T SC-740
SC740EPE18B SC-740
SC740EPE24B SC-740
ALL STUBS, EXCEPT FOR THE SC74OEPE24B
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.
14.70 in (373 mm) N/A 1.20 in (30 mm)
15 in (375 mm) 1 8.40 in (467 mm) 9.00 in (229 mm) N/A
15 in (375 mm) 118.40 in (467 mm) I N/A 1.30 in (33 mm)
18 in (450 mm) 1 19.70 in (500 mm) 5.00 in (127 mm) N/A
18 in 450 mm 19.70 in 500 mm N/A 1.60 in (41 mm)
24 in (600 mm) 1 18.50 in (470 mm)', N/A 0.10 in (3 mm)
TECHNICAL DETAILS
480.2
191.4'
1090 in (277 mm) 18.50 in (470 mm N/A
10.90 in (277 mm) N/A 0.50 in (13 mm)
12.20 in (310 mm) 16.50 in (419 mm) N/A
12.20 in (310 mm) N/A 0.60 in (15 mm)
PLACE MINIMUM 12.5' OF AASHTO M288
CLASS 1 WOVEN GEOTEXTILE OVER
BEDDING STONE FOR SCOUR PROTECTION
AT ALL CHAMBER INLET ROWS
STUBS AT BOTTOM OF END
CAP FOR PARTS NUMBERS
ENDING WITH "B"
A B C
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.
OUTLET CONTROL STRUCTURE
(TBD BY ENGINEER)
F-
00
uJ
)1<
Ct
a w
J (n
W Q
2 a_
ct o
Q
U a
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
SAVED AS
DRAWN BY
SCALE
DATE
PROJECT NO.
JLB
NTS
11 -27 -06
DATE
DRAWING TITLE
SYSTEM 3
STORMTECH SC -740
CHAMBER DETAIL SHEET
CHECKED BY
DRAWING NO.
\6.
1 11 III
1 111
1
I III 'I !Iss, a•
1 1' 111 '11 1 1 -1
I L =1 I 1 III -111 11 111 =11 11=
II 111 IFT 111-111
I -III- III
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.
FOR STORMTECH INFORMATION
CALL 1-888 -892 -2694
SC-740 CHAMBER
2 INCH CLEAN,
CRUSHED, ANGULAR STONE
ADS 601 GEOTEXTILE OR EQUAL
DESIGN ENGINEER IS RESPONSIBLE FOR
ENSURING THE REQUIRED BEARING
CAPACITY OF SUBGRADE SOILS*
CHAMBERS SHALL MEET ASTM F 2418 -05 "STANDARD
SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS
GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY.
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS
SC-740 END CAP
PAVEMENT
FOR UNPAVED INSTALLATION WHERE
RUTTING FROM VEHICLES MAY OCCUR, j
INCREASE COVER TO 24 INCHES
14 -111 1 1-
-11-1 II a1
rt 111_;
6" MIN. -•--1 1 -1- 51"
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
I
I
I I 'I
y 18" 96"
6" MIN. MIN. MAX.
I
*SEE STORMTECH DESIGN MANUAL
30"
DEPTH OF STONE
TO BE DETERMINED TT
BY DESIGN ENGINEER
6" MIN.*
I
12" MIN. TYP.
BED PERIMETER
NUMBER AND SIZE OF
UNDERDRAINS PER
ENGINEER DESIGN
FOR STORMTECH INFORMATION
CALL 1-888- 892 -2694
A
TO OUTLET CONTROL
STRUCTURE
STORMTECH CHAMBER
PERFORATED
UNDERDRAIN PIPE
FOUNDATION STONE
BENEATH CHAMBER
STORMTECH CHAMBER
ADS 601 GEOTEXTILE
OR EQUAL
4x PIPE 0 MIN
STONE BEDDING UNDER
DRAINAGE PIPE (PER DESIGN)
SECTION B_B
FOUNDATION STONE
BENEATH CHAMBER
ADS 601 GEOTEXTILE
OR EQUAL
4x PIPE 0 MIN
STONE BEDDING UNDER
DRAINAGE PIPE (PER DESIGN)
SECTION A_A
PERFORATED
UNDERDRAIN PIPE
IN
ISOLATOR ROW
24" HDPE PIPE
MANHOLE
STORMTECH CHAMBERS
OVERFLOW WEIR
PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1
WOVEN GEOTEXTILE OVER BEDDING STONE FOR
SCOUR PROTECTION AT ALL CHAMBER INLET ROWS
MAXIMUM FINISHED GRADE ELEV.
UNDERDRAIN PIPE
INVERT
FOR STORMTECH INFORMATION
CALL 1- 888 892 -2694
90.7" ACTUAL LENGTH
85.4" INSTALLED
F1- -I IH i .IC
IJJ FElTIL1H
NOMINAL C HAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH)
CHAMBER STORAGE
MINIMUM INSTALLED STORAGE
WEIGHT
B
L
51.0" x 30.0" x 85.4"
45.9 CUBIC FEET
74.9 CUBIC FEET
75 LBS.
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