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Home My WebLink About20010704 Ver 1_Site Plan_20010508 I }G c I 1 S ~ !CA~p ~`p •ssr'' og , + ~ ~ ~ 130 d • DINE • ~ ,,.y~,• 0 jD 0~,,~, «~,e~~ruc~~~~~~~ .1"i 'ri 0 1 V1 €a U _ _ ~ I ' - J - ~ - - Note: Riprap for ripraP line el p for ripraP lined charm s h I ~ + w I I ` I - _ to have d5~6 . I ~ - ave d50=6 . ~•1 ~ I ~ ~ ~ ~ ~ ~ o ~ ~ _ U' ~ ~ ~ a ~ ~ ~ ~ Q V aC ~ ~ I i N ~ ~ ~ ~ ~ Q ~ ~ I ~ - - ~1 ~ ~ ~ ~ ~ a ~ mm \ W I ~o ~ 19 % ~ ~ ~ •,••1 I ~ 1 I _ a I ~ N 1 I ~ ~ n~ \`0 ~ ~ ~ I ` ~ ~ , ~ a ~ ~ ~ ~ / ~o ~ Ri,~ ~ c. h all ~ ~o ~ ~ A v ~ y~ l Inv 8.51 ~ ~ M~ ~ ~ I ~ ~ ~ ~ 6 ~ q grin I 16 ~ ~ ~~T ~ l 9 a~ ~ ~ q acing L ~ I S ~ 3 9 Acr 3 9 Acre ~ \ I C0 ~ ~9S- ~ 00 ~ I 1 ~ a~~ ~ ~ ~ \ I~ / ~ ° I ~ ~`4 I ~ ~ i~ - u~p ¢ ~ 0 6 ~ ~ V ~ 107 / / fo ~ ~ i ~0 ~8 \ ~8 ~ to ~ y ~ 4 , V 22 ~ ~ ~ ~ ~ i ~ T \ \ ~ ~ ~ \ rn ~ ~ ~ 0 ~ ~p i ~ Note: Utilize a temporary erosion control • R""I ~ / 0 ~ / ~ \ liner in all Channels $t, ~2 and ~3. The r~ i~ V1 ~ ~ ~ S S o \ liner should be North American Green ~ 23 ~ ~ liner DS75 (or equal). ~ 0 onc. eadw II ~ ~ \ ~ I /R~ ~I v .5 2 N ~ ~ ~ 1 •OB _ ~ 10 ~ ~ ~ \ \ ~ \ 46? ~ r ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ F ~ ~ 1 ~ iM ~ N ~ \ 8 ~ ~ ~ ss~ ~ ~ ~ ~ 1~ ~ - ~ F _ - ~ _ b / ~ i~ q p \ 4 e, ~ ~ I- i ~ ~ / I ~ ~c \ 2 i \ I ~ i / ~ ~ ~ ~ _ ~ c ~ C~ ~ ~ / ~ ~ / R \ ` ~ ~y/M \ ~ ~ \ I a / ~ i x ~H \ ~ y ~ \ ) ~ 1ST v ~ / ~ ~ 4e~3 ~ ~ \ I a°' 14 ~ ~ ~ , ~ / ~ ~ ~ ~ ~ / ~ ~ ~ ~ 13 ~ ~ ~ I ~ ~ ~ I o ~ 25 ~ l V`~ v ~ ~J ~ o~`ti ~ ~ ~ ~ < v ~ 5 v, ~ ~ ~ ° ~ ~ i' i p' 1" R p ~ ~ a ~ ~ P I I v i v i ~ ~ ~ 8 i ~ \ ~ i ~ ~ ~ i 8 i ~ ~ ~ \ \ ~ ~ v ~ o ~ ~~o •o ~~2 ~ i - i ~ \ \ \ ~ \ ~ ~ ~ \ \ \ ~ ~ ~ o i ~ i ~ A \ 4 ` ~ x ~ ~ ~ \ \ \ ~ O ~ ro ~ H \ \ \ ~ - ~ I ~ \ ~ ~ \ ~ ~ ~ v~ ~ ~ I \ ~ ~ ~ 'R ~ ~ V ~ ~ ~ 5 Q I ~ \ v ~ ~ ~ ~ z ~ 6 ~ I ~ ~ ~ ~ ~ ~ 9 , \ \ ~ ~ q. 3 0 w v ~ i vv ~ ~0 ~ ~ 3 ~ i ~ 0 w ~ rn co ~ ~ ~ 30' R ~ O ~ ~ a! ~ ~ ~ ~ ~ ~ ~ ~ ~ a O p ~ ~ o a a ~ ~ !i z z ~ a ~ ~ ~ v ~ ~ 0 3 3 ~ ~ v ~ ~ = w o ~ ~ ~ gravel inlet - p G~ a: oa ` ~ \ ~ ~ protection ~ ~ ~ GENERAL EROSION CONTROL NOTES: 1. ONLY DISTURB CLEAR OA GRADE AREAS NECESSARY FOA CONSTRUCTION. FLAG OR p ~ ° w OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION. 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, MUCK, 0 ~ s o ~ ~ ~ ~ w O o: ~ ROOTS OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANTED 3 ~ ¢ cn o w STABILITY OF THE FILL. 3. PLACE FILL IN LAYERS NOT TO EXCEED 9" IN THICKNESS AND COMPACT THE ' _ ; ? ~ ~ U ~ O J LAYERS AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER O 3 O li Z W RELATED PROBLEMS. 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE O Z p W W OF SEDIMENT AT ALL TIMES. ~3os$ 5 Oowo: 5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION ~ N a o: a ESTABLISHMENT. 0 0 0 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA, APPLY TEMPORARY MEASURES ON ALL GRADED AREAS N r N_ j OI I WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 30 WORKING DAYS OR M M LONGER. 7. GRADE BERMS ALONG TOPS OF FILL SLOPES IN MANNER WHICH DIRECTS RUNOFF AROUND THE SLOPES. N M ~ 8. PLACE SEDIMENT BARRIERS (SEE DETAILS) AROUND INLETS TO ALL CURB INLETS AND DROP INLETS UNTIL STABILIZATION OCCURS. 9. STORM WATER AUN-OFF SHALL BE DIRECTED AS NECESSARY TO PREVENT STORMWATER GRAPHIC SCALE FROM FLOWING ACROSS THE ADJACENT LOT. so e ~ so ~ o m mom Associate Engineering, IN FEET POST OFFICE B01 i~787 1 inch = 50 ft SHELBY, N.C. 28151 704-484-3778 DAZE 10-01-00 DRAWM NQ margrace SHEET 2 OF 7 _ ~11c~ 5~ ,4 0. 'E~ sr . . ~ ~ 44 9~. = S - 1 E N. ~ 0 D 0 , ~.a~~,~r~ r") 0 W ~ f~ F ~ J W rr, ----J h I \ i - - _ Note: Riprap for ripra lined channels ty - - - ~ l~ ~annels I 1 - _ _ to have d50=6 . ~ I ~ V ~ ~ ~ ~ ~ I ~ ~ - ~ W N ~ Q ~ ~ ~ _ ~ tl ~ ~ ~ ~ ~ ~ ~ ~ I I ~ 0, I ~ ~ ~ o ~ ~ ~ ~ ~ \ . I N 1 I ~ 20 ~ Q C/ ~ a o ~ I Ri # ~ all a~ 1 ~ M I onc. hea I ~ 1 v ~ ~ Inv 8.51 N I ~ ~ /~/N ,8 ~ ~ ~ ~ H ~ ~ ~ I 16 V I DST 2, ~ q ring Li I ~ ~ /S 3 9 Acre ~ ~ 1 ~ ~9S,-~' - - I i ~a ~ ~~a ~ n ~ ° / ~ I ~ v I ~ _ 0 #g ~ ~ ` ~p ~ y 4 / ~ ~ o ~ ~ ~ / 6 ~ 107 7' ~ • 8 / 1 0 ~ ~ to ~ y ~ A 22 22 ~ ~ ~ T ~ ~ ~ ~ ~ u ~ ~ ~ ~ ~ ~ ~p ~ ~ Note: Utilize a temporary erosion control . ~ ~ ~ ~ ~ i i i ~ i~ ~ ~ \ ~ liner in all Channels #t, ~2 and ~3. The ~ ~ S ~ liner should be North American Green o R/ c. eadw II ~ ~ /N ~I v .5 ~ 23 ~ ~ liner DS75 (or equal). I~ ~ ~ l 2 ~p / ~0 ~ ~ ~ ~ ~I ~ I I ~ - ~ ~ ~i I ~ ~ ~i , ~ ~ ~ ) 4 ! / ~ ~ ~ / ~ ~ M iM i ~ 1 ~ ss ~ ~ rl _ _ ~ ~ ~ ~ 0 ~o o ~ g' ~ ~ a, , ~ ~ ~ i ~ I i ~ ~ i < o ~ 2 , ~ < ~ ~ ~ ~ R ~ ~ ~ obi 0 ~ i ~ ~ / ~ ~ ~ ~ a ~ I a 9 i ~ 0 jN~ ~ ~ / . •S ~ ~ ~ ~ ~ t ~ ~ i ~ P"I ~ A 0~ 8~ ~ I 14 ~ ~ \ / ~ ~ 48 si 8~S \ ~ ~ ~ 1 L ~ ~ ~ i~ ~ ~3j ~ ¢813 ~ ~ ~ ~ ~ ~ ~ o ~ ~ 25 ~ ~ o ~ ~ 1 O' 1 5 ~ a, o ~ R P ~ A I ~ ~ ~ ~ 5 ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~~o ~ ~ 8 ~ ~ , ? ~ ~ ~~o , ~ ~~2 ~ , ~ ~ ~ 1 ~ w ~ ~ ~ ~ ~ 1 of ~ 4 4 ' x i ~ ~ ~ W~ O - ~ ' ~ ~ \ ~ \ i \ \ ~ ~ ~ ~ W f/~ ~ ~ ' \ ~ R ~ ~ to Q ~ ~ ~ ~ ~ ~ ~ ~ i ~ k \ ' w ~ 0 6 ~ ~ ~ ~ ~ ~ ~ \ >a ~ ~ 0 ~ ~ Z ~ ~ 1 0 y ~ N 10 0 A~• 6 z y ~ 2 ~ 52 1 o i ~ i ~ v ~ ~ -gyp o ~ ~ ~ x ~ ~ O o o: ~ ~ ~ ~ ` N ~ o Pi~~ w ~ ~ ~ ~ ~ ~ 30' R ~ ao ~ ~ ~ ~ ~ - a= a~ ' ~ a o ~ ~ ~ o o a ~ a 3 ~ Y ~ z z 3 3 ~ I~ ~ ~ 0 3 a ~ ~ ~ 0~ I`~,~ z w O GENERAL EROSION CONTROL NOTES: gravel inlet ~ cn = Q r ~ ~ rotection ~ ~ a ~ 1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOA CONSTRUCTION. FLAG OR p U ~1 ~ ° ~ o W ~ ~ a o z F- OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION. i~ ~ i~ 3 w ~ p o ~ o 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION, MUCK, 5 0 ~ w o a: ROOTS OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT THE PLANTED STABILITY OF THE FILL. 3 ~ ~ it J~ p Q w 3. PLACE FILL IN LAYERS NOT TO EXCEED 9" IN THICKNESS AND COMPACT THE z I c=n U ~ O J LAYERS AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS. 0 3 O ~ 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE Ir~ W Z F- O Z p W W OF SEDIMENT AT ALL TIMES. 5, ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO fn 3 p 5 O RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION W 2 Q ~ d ~ ~ ESTABLISHMENT. 6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS p ~ O ~ COMPLETED ON EACH AREA, APPLY TEMPORARY MEASURES ON ALL GRADED AREAS N ~ N WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 30 WORKING DAYS OR LONGER. ~ o I O M M 7. GRADE BERMS ALONG TOPS OF FILL SLOPES IN MANNER WHICH DIRECTS RUNOFF AROUND THE SLOPES. 8. PLACE SEDIMENT BARRIERS (SEE DETAILS) AROUND INLETS TO ALL CURB INLETS N M d' AND DROP INLETS UNTIL STABILIZATION OCCURS. 9. STORM WATER RUN-OFF SHALL BE DIRECTED AS NECESSARY TO PREVENT STORMWATER FROM FLOWING ACROSS THE ADJACENT LOT. GRAPHIC SCALE o z~ so ,oo om MMM" AWAssociates (IN YM) Engineering, 1 inch = 50 & POST OFFICE B0jfij:787 SHELBY, N.C. 28151 704-484-3778 DAM 10-01-00 DRAWING NQ margrace SHEET 2 OF 7