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DIVISION OF HIGHWAYS
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OF NC 11 TO NC 81 NEAR SR 1138,
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STRUCTURES AND CULVERTS,
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ttQ 1 NOT PP8 M CONSTRMON
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GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HYDRAULICS MGrNBER DrnsraN aF HrGRWAYS
$12 OF NORM CAROLCNA
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DIVRSION OF HIGHWAYS
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T ®8 % TOTAL LENGTH NP PROJECT R -2411C = IM m� AUGUST 312001
4 �a PROFILE (HORNZONTAL)
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00� PRINCIPAL ARTERIAL APRIL 2112009 PRoper°
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51.1 LT 31 +00 TO 34 +00
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LREV LT 582 +82 TO 584 +50
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DETAIL 10
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type of Jowl Dan IRIp•Rop
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RT 10 SCALEI
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PULIMINARY PLANS
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NATURAL ROCK ENERGY DISSIPATOR
PROLE a I SHEEP NO.
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PRELIMINARY PLANS
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NOTE: WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL, IF NO OUTLET CHANNEL EXISTS, (NOT TO SCALE)
EXTEND APRON BASE WIDTH AT A 3;1 TAPER FROM THE END OF THE POOL, TOP OF RIPRAP IN
FLOOR OF APRON SHOULD BE AT THE SAME ELEVATION FOR LOWER THAN) THE NATURAL
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A
F B
FILTER FABRIC
SECTION A-A
2' MIN.
BERM —USE MOST IMPERVIOUS
MATERIAL AVAILABLE
MATN
C (EXIST, BED
WIDTH)
SECTION B
BW
FILTER FABRIC
J,
APRON SET I` ABOVE INVERT
WHERE PRACTICABLE
HEADER ROCK FOR SILL
FOOTER ROCK
FOR SILL
ALL DIMENSIONS APPROXIMATE IN FEET
'NOTE; BASIN ROCK SHOULD BE NATIVE
STONE OR SHOT ROCK, ANGULAR AND OBLONG,
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APRON SET I` ABOVE INVERT
WHERE PRACTICABLE
HEADER ROCK FOR SILL
FOOTER ROCK
FOR SILL
ALL DIMENSIONS APPROXIMATE IN FEET
'NOTE; BASIN ROCK SHOULD BE NATIVE
STONE OR SHOT ROCK, ANGULAR AND OBLONG,