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STEE l .#, 1_6=_c- VALVE 'ALI ` EXISTING \jF;r�' • 1 t) .� 1>0 NV.--9.03 - _ �' ' ff`iile_ _•__ .. .� f. =_ „ y ""':_ �'"...,,'- --•�: -_._._ "� li 8" GATE VALVE ---- \ - _ (� rilSl iNC,) ...: - 8 X8"`'r6« TEE �''° �- ` ... - _ . _--«; ! - ---- ` 1-1/2' NCDOT 1-2 ASPHALT W/6 GATE VALVE 8« GATE VALVE NV.=14.04 \ , I > 8' --} ---- 10' 10. ' °. � i I O 4% -- 2% 2%' A J — 1 : 4' e' a' a .. �' -fi• MIN rw w nr 3 — J` 3� 1•V— I—F— DWG FILE C:XXXXXXX, PLOT:X TYPICAL STREET CROSS—SECTI N.T.S. —� TYPICAL GRASS SWALE. N.T.S. m 0 w Cie .� Z w 0 a OC 1 U w Z t7b y ;j 0 > 000 z 0 0. �S� Q O 01 conuj w o Lu t V _J uni m L } Z 3>m O °C W .�.� ....r 7. 4' t L) SLOPE 3:1 MAX I V t o L um LLJ H W L Z W /�� L•_ ` W O z Rin 0 U r� l tf) (o (D t) 0) Ld Ld of Vim} z io- .c1 a r i 7 CJ. z W i -z O -J Q l (3 V ! 1 W W Z V z W V Z J cn Z O S j11 I �ttll�i II11il lil II III t APPROVED 99314 NORTH CA 30LINA ENVIRONMENTAL DEs. JPN LIANA - EME T ISSION DIVISION OF WATER QUALITY44 cm. 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