SW3200201_Plan (SCM Detail)_20200212

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SAND FILTER
VLL LIVLlII\VLV I LlIIV
SECTION VIEW'A'
PVC CAP 1032.00
1 TOP OF SAND
1030.50
TOP OF #57 STONE
1029.50 BOTTOM
NOTES:
1. ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA.
2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED SAND.
3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6"
CENTERS. MIN. 4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET
ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.
4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE SAND SURFACE.
5. ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EQUALIANT GROWN IN
SANDY SOIL.
CLEANOUTS
OUTLET
SOD STRUCTURE
OUTLET
18" OF COURSE MASONRY SAND
CONFORMING TO ASTM C33 STANDARD
#57 STONE
_ 4" PERFORATED PVC
UNDERDRAINS @ 0.5% SLOPE
ALL MATERIAL LAYERS TO BE SEPARATED BY 80Z
NON -WOVEN GEO-TEXTILE FILTER FABRIC
ENLARGED VIEW
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STORM RAX PEAK
ROOF STRUCTURE
TRASH RACK OR
APPROVED EQUAL
GROUT INTERIOR
WALLS
' a
3' x 3' x 5' PRE -CAST
CATCH BASIN MEETING
OR EXCEEDING NCDOT
STD. 840.45
18" HDPE
INV. = 1028.75 �� I
BIVIP OUTLET
RIM ELEV. = 1033.00
STORM RAX PEAK
ROOF STRUCTURE
TRASH RACK OR
APPROVED EQUAL
4" PVC INV. = 1028.80
6" CONCRETE
1028.00
#57 WASHED STONE
COMPACTED
NOTES:
1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED, THEY MUST
BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.
2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE
BUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURE
SECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(N)
SHEET:
C905
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