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HomeMy WebLinkAbout20061955 Ver 3_Site Plan_20080905\ . ~ ~NDD HARa~D~'i ~ j f ! ~ ~ 1 ~ V \ LEVEE SPREADER TABLE ~ , TABLE ,~rJCDD Ep$Np~g23 jl ' L~ of N`~ Zqp ~ ~ j ~ sta., S~Q ~~~Q ~ B i / ~ LEVEL LEFT DIME DIMENSIONS ~ ~1 j ~ _ X19 7 \ \ STATION - ~ __S~__ 1 SPREADER STREET OR ENTRANCE !TRANCE END , ~ , -I j j ~ ~ ~ , 153 .,T 6~~\ \ , \ (FT) DEF SR o ~ v~ _ _ A ~ v xl~lrl w~DrH o ~ - _ - / ~ SITE / ~ \ ~ ~ - DEPTH LENGTH ~ 1 j j WIDTH WIDTH ~ J l I ! ~ ~~~-k' (FT) AFT) ~FT~ . r 1 ~ / / !j !e l ~ / ~ ~ 1 1 ~ ~ / / `1-1 SR ~ 1 ~ ~ s.;y .~.6 ~ 1 / / / / ~ ~ ~ / ~ ~j'"~ ~ 54 / ~ ~ \ ~ / / ~ r1MBERIAND 43+0o SEE DETAIL H1 o p~ a ~ / / ~ ` I ~ 11 ~ ~/I / o ® ~ ~ o / I ~ / ~ 210 ~ V ~ ~ / / /D1T H 2 ~1 I ~ - / / ~ ; / ) ~ w ~ ~ ~F,xr / / . i / I ti°°~ / / / ~ ~ / ~ o, rGH 3 y / / I ~ w v-- / ~ / ~ aa, / I I ~ , / / / / / ~ ~ O, - 16 i' ~ ~ I l s+. TRtfP ~ ~ ~ ~ i I ~ ~ ~~i~y'yF~ I~v //I / v_~ / ~ 5 a- 1 - / ~ 13 DIrcH • ?z . ? ~ ~ l ll ~ ~aoa OF V A t ~ ~ ~ o w fis \ / ~D~ I5~1~~ ~ / / l /DITCH 52 1 ~ 1 ~?~ti ~ ~NSNT 1 ~ ~ I / / / ~ v - ~1 I , tip ~ ~ ( w G~ / Ar, ~ ~ / ~ \ u~ e i ~ 1~ _ ~ ~ ~/TRAP 2 \ v ~ i~,--- R~ ~ ~ ~i 1 / / ~ / ~ FRAP 19 / I - I I ~ { _ - ~ ~ ~r ! Vo s O r ~ / I I oo --"'-~.,~,w, / ~ RAC 20 r ~ j .6 ~S s 6 / DITCH 5 I \ I I / ~ ~ i 6.. \4. ~ / I __DLrcH 7 I I I v ~9 ~'SS ~2 -~'r~ \ / / ~ - / Cf~ I I \ r - . _ ~ N/f CTNY t0 p OifF SIPA1ER ~ i _ ~ ~ ~ i \ ,mss. ~ a ~~-._.J ~ DMf ~ ~ I N, DDR Vr P"pw~~~ i' / / o U p1NY Y t~~OI~fF~E~B ~„p~Op~tO~ ~ ~ - _ ~ ~ ~ / / ~ ~ j ~ ~ lI A~ pDfz vr: vpow.e~~~nL / ~ "tl~ ~ ~ ~ / / ~ ~ ~xs j ' ' J oo. \ / / ~ ~m ~ ilUi~ i,IND 601 wild 601 ,Td sE ~ 6 ~ ` w i/ ~ 3 ; ' / ~ ~ ~ ~ ~'DlrcH so ~a9 j ~ 1 A LEGEND / 3 ~ ? / ,G \ ~ 0 0 ~ ~ ? i~ - / / v ISS - / ~ v ? m ~ xw, ~ ~ / ~ NSM / v ~ ~ ~ ~ ~ ~RA~ 22 ~ a~ / ~ ~ ba ~ , 1 ~o j / ~ / ` ~ / f o ~ \ ~ i \ o 0 0 0 0 o NAG 0350 DITCN IJNER ~ A. a A ~ ~ ~ t TR / / / r 1 y3 ~ ~y~ ~ / Ap A 0 ~ ~ , ~ ; e ~ ~ t ~ / RNE / / ? ~ ~ ~ ~ I 1 37? EVE , ~ ~ o,~ ! 1 l ~ DlJcH 53~ , , ~ ~ ~ ~ ~ rrcr+ z s ~ ~ ~ ~ ! ~ jl \ GRASS ur~t ~ `i ti / ~ \ / l \ x60 \ ~ ~ l 1 ~ C `B8.9 ~ / x ~ ~ 0 ~ ~ ~ ~ gp j ~ ~ ~ j \ R, X50. 6°j ! h L.. .6.w-. ~ I ~.3' ~ , S~, 1 , / ~ ~ ~ ~ ~s~ I ~ ! ~ \ s1RAw W1lH NETnNG \ / \ / O~~ - - I?r l r A / ~ ~ A 1M~"~ »itQ' ~ 9 / l I \ DITCH ~ ' ~ I ~ / / i i/ / ~ / if~AP 21 ~ ~ 0 1 MIN. i DEPTH / ~ ~ ? on'~10N ~ ? \ I , ~ l ~f ''~'1 11 l ~ / ~ I / i ~ Dl~CH 32 / , ' ! 4 / ~ ~ ~ ~ / 1 / \ I I TER i / / ~ ~ ~ ANA T I I R~ . ~ e ~ w ~ r Ij~1 ~ ~~r FENCE yypTE~ENT / ~ ~gl \ ~ a DITCH 35 R"~2~1, l S ~ j ~ \ / \ \ a DrrCH ~ / / ~ A ' I I I I i ~ I ~ p~EN sus \ / __L o ~ ~ 2 ~ / ~ _ ? ? 1 r ~ l MPpUN Pm~NO ~ 0 ~ °000 -~~_s' ~ 1 1 j IM , 1 ~ ~ ~g~ ~ ~ ~ j ~ ~ ~ ~ ~ tnaPORARY smIM~T TRAP 3' WfDE BOTTOM )V v / V ~ 6 / ~ A 4'~ i i ~ o ! ~ , I t 1 ~ \ / / ~ V DITCH 3 / r _ _ / ~ J TRA 5 ~ I h ~ ~ ~ A \ ~I ~ 1 ~ I ! j 1 ti»TH e,a~s ~ WEIR ~ ~ ~ I ~ A / A~ ~ / ~ ~ ~o r ~ ~ 7 - i''~ / 1~ ~ / A ~ ~ ~ `o iN~ 'DITCH 91 ~ I / ~ ss , / 'L~ v ~ / ~ 169 x~ ~ \ ~ I ) i2ti / ~ ~ \ 1 \ o a a I ~ ~ ~d.o < 33 ~ ~ l Ij ~ ~~l j ~ ® INLET PeolECnoN ~ s \ ~ ~ , ! j ~ ~ ~o~ ~ 1 ~ ~ ~ ` ~ 1 ~ ~ ~ ~ 9 ~ ~ 1 i ~ ~ { ~ , ~ ~ ~ ~ ~ t~ ~ q; ~ Q _ ~ 3 j ~ ~ owner PROTrenoN _ ~ ~ e z ~ ~ j ~ ! ~e t 1 / 6 ~ a ~ / 1 r 1 ~ A / 1 16 ~ \ TRAP 6~ \ 1 r ~ e ~ 1 ~ ~ ~ ~ rRn~ 17 ~ ~ ~ l ~ ! j ~ - ro - TEMPORARY DIr~oN ~~r ~ ~ 1 ~ " ~ \ 1 ~ ~ lj ~ ' 1 ~ j / \ ~ tt~ / ~ ~ ~ / ~ ~ ~ ~ RS OF H 4 0 ~1TCH 45 DrT~JH 57 ~ " I ~ r~aP !e j (l~ I I I~ I ~ / ~ r o _ i/ ~ ~ ~ ~ / ~ UM DITC / T ~ N~ ~ ® ~ / iR~ P 71 / 1 I A ~ ( ~ ~ < / ~ j rRl P ~ I I I _ : --a+~--D~GN 31 ~ ~ sa~EAOat ' I~ ~ ~ / 1 a j ~ ~ ~ ~ j ~ ~ ~h j a ' ~ ~ jj , j ~ e a~ \ v \ ~ / / r / ~ ..e ~ a ~.9 ~ \ ~ / ~ / J ~ ~ ~ / ~ 164 ~5p4~ / f fr>~) ~ ~ ~ ~ \ ~ ~ 3 1 ~ ~ e / 993 / \ ~ / ~ - ~ / ~ e / ` o , :mss ~ a ~''A / ~ = i- _ _ ' ~ 1 ~ ~ ~ c c n u TEMPORARY CONSTRUCTION 0 Q 0 0 ~ ~ / ~ TRAP 1~ ~ ~~RAP i6 ~ ~ t ~ j e ~ °~D~0~0~ ENTRANCE ~ 9~6, ~ t / / / ~ r SD~~ r / ~R ~a / ~i ~09os ~ ~~r l ~ b1TG ~ ~ / \ ~ ~ / ~ \ / % ~ / ~ ~ DITCH 47 ~ . ~ ~ / / ~ Ago~SS gri:4 I r ' °0 0 blr~H , m eo ~o ~ ~ \ / / / / I BE iii 2 / ~ ~F o i o°• ~ ~ ~ I _ _Stii DITCH 2C~ ~ ~ ~ ~ f i ~ 1 o ~ 1 ~ ~ ~ ~ ~ ( , l e 1 ~ CIiECI( DnM /1' ,~"dC I I i ~ r ~ ~ l ~ 1 \ ~v v l Drrc 41 ~ / / / ~ ,~p~'_ -4~- ~ ~ ~ 0 ~0 Q \ ~ ~ \ ~ ~ ~ f p ~ TRAP 23 h ~'~'4 ~ ~ g t) ~ 0 a i oa ~ I I I I I ~ / ~ ~ e~ ~ ~ l / - \ I \ ~ \ 5~ `r DITCH 40~ ~ / - 4 . ~ f, / l• V ~ / ~ ~ ~ ~ / l l ~ / ~ ~ DITCH 49 t i ~ t ~ ^H 43 ~ / 0 0 / C~ h 0 0 / ~ o~/ - ~ ~ / l ~ / ~ \ PRAP 2 v / / ~ / / / i ~ A / / 1~~ I ~ `l/ l A DI H 24 ~ f ~i.°' 1 ~p5g (t~ ' } ~ 00 / / / / ~ ~ ~ ~ ~ ~g~ - / ~ ~ b / / ~ ® ~ ~ ~ ~ \ V ~ ~ 259 ~ i ~ ~i l DITCH 48/ ~ / /0~~a~',~/ v ~ / ~ % / 1 1 l 1 s ~o l e ~ ~ l 1 "pT I / \ ~ ~ ~ ~ ~ z~°~ ~ ~ ~ / ~ I ~ ~ ~ f f \ ~ / / - / v ~ P 0 / so q9 / / ~ / v ~ I ~ ~ v / A ~ - - _ ~ ~ l ~ 9s° / ~ ' ~ a e ~ ~ / ~ I TRAP z7 ~ ~ ~ ~ ~ ~ j ~ ~ ~ ~h _ / X ~ 1 ~ / ~ 0 A V / 1 / / Q / / / / 5 / / / ~ h v i , ~ e~ / ~ ~ I ~ ~ ~ \ 50' / i DlrcH zs / / / l l / l l ~ / / / = ~ ~ v i ~ : ~ / j / / f ~7 i ~ /i 'i: ~ ~ ~ ~1 I ~ o!r 122 ~ ~~e~°POSOO~ ~ ~ ~ ~ / R~W e> 1 II i / 0~°55`r~eG P~~~o~ /l `1 35' I ~ i /TRAP 25 0 ~ I c / ~ ~ / ~ ~ l DITCH 42 / / \ ~ / / / / ~ it ~ ~ 1 ~ I it ~ / 6~' 96 ' a~ 0`~5 - _ / B-8 7.5' ~ - , _ / ~ / / ~ "1 _ ~ ~ ~ / ~ 6 ~ ~ 1/~/Fr 1/+/~r r/r/~ ~ / ~ \ \ / / ~ ~ _ ,ate / r . o y' i ~Qjp~~ 2~ 5D ~ s I ~ ~ / F ~ / ~ I I,~nR Z~~ ~ ~6 ~ TRAP ~8--" ~ ~ ~ ~ i i q:~ ~ ~ °yit lI l l l / l ~ / / ~ I ffE ~ 99~ i / p6~° m~"" N o ~y OIrCH 21 / / eaf o j ~ / / / ~ Y 6 / ~ 8" COMPACTED A8C AND 1.5° OF SUPERPAUE S-9.5A 5' ROLLED 1YPE \ \ o~,~~ ~ 19 / ~ / r ' \ PUBLIC STREET GUTTER -SEE / ~ ~ r \ ~ \ \ / . ~ ' DITCN 5 Pbo~l 5 °6~~ ' t,x/ ~ ~ / / ~i' i,' ~r ~ Timberland 46+25 thru ~1+50DE1•A1L SHEET - ~ / \ \ \ \ ~ f . WATER / \ I / / / / ~ o . ; ~ 99 / ~ / r Poolside 74+50 thru Ennis Farm 17+75 E,a \ \ \ ~ ; % 1 IMROUNDMENI t - ~ - ~ / n v v v V t V i I ~ °7 ~~o o~ ~~o.~ ~s / ~ srE~eNSpN \ F \ \ \ ~ / \ \ v~" / 2 ! \ \ \ I ' 1 / q ~ i / i~ ~ fHSON Hq~, / / / , ~~,~:w~ a / 7 ~ ~ ~ ~ ~ ~ ~zs'~ a ~°po F Esc ~ vv v v ~ t / ~ ~ ~ v? I ~ ~ o~s~ is ~l , . ~ ,3 o / 1 l ~ / ,~//~f ° pay`; TABLE ~ ~ 1 / ° l ~ ~ ~ ~3~ Fs, TEMPORARY SEDIMENT TRAP ~ ~ ~ \ ~ \ IrcH 50 ~ 5~ .i i w ~ rrclT' r9 ) l \ ~ / \\---J / / ~ o , / ~ - _ ~ ~ ~V ~ ~ / ~ / \ ( Sh ~D1 15 idJS l ~ ~ti s ~ 1~ ~ ~ - - ~ ~ / / / = o y~ ~ g0 / ~ LEFT TRAP DIMENSIONS TRAP STATION ~ ? T P 11 / ~ , / / / ~ o g ~ G'am' ~0 I ( ~ ~ STREET OR W WEIR C~ / ~ \ o o ~ , ,,r P~Rr' 1,09 I I ` ~ R1GNT (FT) (f-T) (~O LENGTH \ ~ r ~ 6- CULVERT DETAIL TABLE / / reAP-9 A \ % --TRAP rs o, ~ /jam f FI ~ 1 R u 9• ~ i~ O S / N/FHp N J6 „ ~v / X62 ,~f-~ ~ ~ ~ { / ALEl~ JO PG 63 ~ ~ ~ \ / ~ d'~ k M~ ~ E ( ~ jam, - 7!/~,~% OWN D Ri~~ D CULVERT STATION LENGTH D1A PIPE END SLOPE OUTLET PROTECTION SEO 2g09~ ~ ~ _ DrrcH r3~ r' I y ~ ~ ~ ~ a ~ ~ l / ~~E ~ ~ 4 ~G 4~' 1 TIMBERLAND 36+40 L 21.5 43 ~ 4 4 8 / I ~ ~ ~.y ~ ; ll / I 2 TIMBERLAND 36+40 R 21 42 4 4 TYPE STONE ~ / _ 2) Drrc~r r6 / ~ STREET (IN) TREATMENT (q) FT fT FT CLASS _ ~ ~ / / / ~ ` l L,t y o I / ~ / gyp.--- Rs ~YRAP 12 ~ tag I ~ 1 j ~ ~ / ~ ~ ~ 5 TIMBERLAND 42+30 L 20 40 4 4 i o ~ ~ a~~ /i .8 ~ \ / i 1 6 TJMBERLAND 42+30 R 10 20 3 4 1 TIMBERLAND 44+83 44 18 RCP FES OUTLET END 0.50 P FORM SCOU HOIf 1 / / \ \ ~~ryp) 1 'i ' t5' ~ ~ f~O ~e . ' ~ ~ i ~ ~ ~ - _ ~ ~ A ~ l 1 ' ~ 7 TIMBERLAND 45+00 L 23 46 4 4 2 TIMBERLAND 44+83 44 18 RCP FES INLET END 5.68 ~ -f p / / / ® \ - \ ~ 1 I ~ / ~ / ~ . 0 2 ~ / - - ® ~ TRAP 10 \ 1 , 8 3 TIMBERLAND 46+22 50 18 RCP 8.02 ~ / / 1 ~ / o \ / / / ~ ~ / 1 8 TIMBERLAND 45+00 R~ 20.5 41 4 4 / ~ x / ~ ~ / 4 TIMBERLAND 46+22 35 18 RCP 0.51 / / ~ / / ~ ' a / $ \ \ t0 ' /v ~V . _ - \ \ I\ ~g / 9 POOLSIDE 10+60 L 19 38 4 4 ~ 5 TIMBERLAND 46+94 72 15 RCP 214 / N/F JR ~ ~ ~ ~ / / 6~ \ ~ ~ / / N N / ~ DI~Pf~14 Q \ r / w JDN RIC 1\ / / 6 \ t s' ~ ( 10 POOLSIDE _ 10+60 R 22.5 45 4 4 ~ ~ ~ ~ \ ~ ~ 11 POOLSIDE 11 +00 L 13.5 27 4 4 6 TIMBERLAND 47+27 48 15 RCP 2.04 ~ , / SEA~EY,AIEY 1+ ~ 836 ~ A / / n / \ \ t~ ss % ~ / Q ~_sE Dy, p \ / ~/FDN A / ~ / / ~ \ _,~pu~ \ \ ~ \ \ J2 PDOLSIDE i)+DO R 16.5 33 4 4 Z 7 TIMBERLAND 48+60 166 15 RCP 2.87 ~ ~ \ JAS 52 \ \ / 8 ENNIS FARM 16+94 42 15 RCA 4.79 ~ v RpD ~g2 uo A r / ! ' pt~ ~ V ~ \ i3 POOLSIDE J3+00 R 17.5 35 4 4 q ~ \ \ /6B / ~ e / Z 9 ENNIS FARM 16+87 36 15 RCP 0.50 ~ ~ _ _ ~A / S~ / ~ ~ , A ~ ~ ~ \ 14 POOLSIDE 13+00 L 11.5 23 3 4 + 39 15 RCP 1.6Z A ~ ~ A - 10 TIMBERLAND 49 57 / _ - ~V ~ / A / 'Rl~' I ~ \ J5 ENN1S 22+75 L 17.5 35 4 4, O 11 RMBERLAND 49+59 35 15 RCP 0.51 \ / - / ~,,~p~, 12 ENNIS FARM 18+28 134 15 RCP FES INLET END 4.98 ~ / ~ / _ % " ~ ~ N ~ ~ \ TYPICAL RO~`I DVV/1 Y SEC l (~1 V 16 ENN1S 22+75 R 20 40 4 4 - / _ / W 13 ENNIS FARM 18+21 134 15 RCP FES INLET END 4,4g \ / ~ ' \ ~ / ~ ~ N/FLT ~ / 17 ENN1S 23+25 L 14.5- 29 4 4 q 14 POOLSIDE 13+55 94 18 RCP FES OUTLET END 5.44 24 14 2 1 / \ / / ~ a o o,~ X99 / ti ~ \ ~ ~ ' % ~ 7RAP 30ia ~ 5i0ENR~ gpG~46 ~5~ ~ ~/VV) 18 ENN1S 23+25 R 17.5 35 4 4 - _ o, G y ~ / ,./t , ~ 15 POOLSIDE 13+55 44 18 RCP 0.50 DB 1332, 19 ENN1S 27+64 L 15 30 4 4 ~ so' 20 ENN1S 27+64 R 18 36 4 4 W 16 POOLSIDE 14+46 93 15 RCP 5.44 I \ / ~ / / ~ ~ / c DITCN 56-o rp v 1 , o ~G~z, O 17 POOLSIOE 14+46 35 15 RCP 0.50 I I ~ ~ \ j ~ ~ ~ % h ~ v ~ u ® ~~n ~ ~ RIGHT OF WAY ~ / V~~ ~ I~o• 2J TERA RIDGE 3+59 L 19.5 39 4 4 \ ~ / \ / 7RAP2 ~ mZ n Cn 18 POOLSIDE 13+32 22 15 RCP FES INLET END 5.44 i ~ f / \ / ~ ,Te / t ~ Z~~ ~ \ ~ _ 8' 0" 2D.O' PAVEMEM _ 6' 5' D" 3' 0" SHOULDER SHOULDER mrcr+ mrcN 22 TERA RIDGE 3+59 R 21.5 43 4 4 ~ ~ / \ / i ~ _ A a 0° 19 POOLSIDE 13+33 22 15 RCP FES INLET END 0.50 / / A ~ c / DlrCH 55 i _ 23 ARCHIE 3+22 R 25 50 4 4 / t/4"/ET. 1/4"/FC ~ 20 TIMBERLAND 36+SO 52 24 RCP FES BOTH ENDS 0.50 12 8 2 8 / ~ ~ ~ ~y 50' ~p0 ~ ~ _ C7 21 TIMBERLAND 42+44 52 18 RCP FES BOTH ENDS 0.50 6 4.5 2 A / / ~ ~ / ~ Q2 / ~ f Ifl ~ Mln 6:1 SLOPE 1 / - ~ ~ 37 31 M4~' ~ 24 ARCHiE 31-22 L 17 34 4 4 2 ~ ? 22 POOCSIDE 10+81 SO 30 RCP FES BOTH ENDS 1.50 20 12.5 2 B/1 i - ~ 6'~` ~ \ ® °i~ ~ i N/ CYNiN e" coMPACrED ADT sroNE nmD ~1 ~ ~~.~-e ~ , 25 BURRAGE 22+87 C 23.5 47 4 4 MC~BEf6a'9,PC9~~ Max adsLOPE ~1/2'suPERPnvEMlxs-e.SA ~~8b~~;~~;h}~,~! ~?~I° 26 BURRAGE 22+87 R 23.5 47 4 4 ~ ' 23 ENNIS FARM 22+88 52 18 .RCP FES BOTH ENDS 0.50 6 4.5 2 A / j~ ~V A~ ~ ~ p / / / ~ ~ V ~ \ pN~ ~ oQ LOCAL RESIDENTIAL AND COLLECTOR ROADy q ~ .,6• Or 24 GREY HAWK 0+23 76 18 RCP FES BOTH ENDS 0.70 6 4.5 2 A i / / \ \ ~ ~ Z U 25 TIMBERLAND 43+60 48 48 RCP FES OUTLET END 0.50 24 12 2 B ~ ~ \ \ \ \ P 4'° 27 ENNIS 18+50 L 13 26 4 4 lu / ` 1 \ Z ~ Q \ ~ i~ S'-~' 28 ENN1S 18+50 R 15:5 31 4 4 \ 29 GREY HAWK 0+50 R 12 24 3 4 q ~ ~ NOTES 7. PIPE LENGTK INCLUDES PIPE END TREATEMENT ~ \ III ~e~'R.yf~tER>iU~,i~i; ~~;4~ ~ I P'U~l~~p~ ~ L9d a.4R~~• ' ~ 30 GREY HAWK 0+50 L 12 24 3 4 2. SEE EROSION CONTROL DETAIL SHEET FOR ~ \ \ a ~ ~ SPECS ON INLET' PROTECTION \ ~ ` \ N ~ (al-V n/n R1-1/IC!()nl n~crRlprmnl DATE FNG(NFFR _.n°~'„~,q~~A,~~,'''% DRAWN BY.• CLIENT. CLIENT• PROJECT v49001%4 ~ ~ 1 ADDED NCDOT INFO 06 16/08 qw`/..~~"'~CSSL~ % AWFI 19 -"'ENNIS RA T pf D~ 9 0 2 REVISE AS PER NCDENR COMMENTS 07/08/08 lr"o 9 ® ENGINEER: , r `,IT C-;7, (3SSIvNG CROSSROADS DEVELOPMENT CORP GRE YS TG, 3 REVISED AS PER NCDWQ COMMENTS 09/03/08 x Q S . g c 2109A a - LAND SURVEYING ® ENGINEERING . LAND DEVELOPMENT CONSULTING - MAPPING SHEET TI SHEET TITLE: PHAS-ZEj EROSION CONTROL HORIZONTAL SCALE: VERTICAL SCALE DATE: DWG SHEET.' N. G14 J C DATE: 7023C WEST MARKET STREET PO BOX 1407 '~.,1? 1fll. V SMITHFIELD, NC 27577 PHONE: 979-934-3490 1 "=100' NIA 05/29/08 08-02B of LEVEL MIN. 3-INCH NCDOT X57 STONE SPREADER WITH 6 OZ. NON-WOVEN GEOTEXTILE UNDERLAYMENT ELEVAT ELEVATION VARIES COINCI CREST 6" TYP. T COINCIDENT WITH OP 0 TOP OF FOREBAY - ELEVATION 3' TYP. ELf ( ) "0"O~U v U v v 4~9" L 0°0°0°0°O°O°0°0°O°O°O°Ov0~0~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 1 0 0 0 0 0 00000000000000 L < INSTALL EROSION PROTECTION - T A W FOR M TH N4 ~ ~ 0 LLO S 00 ~ , EEVEL SPREADER I CREST ELEVATION < ~ TRANSITION WITH DOWNSLOPE ON CENSER ~ ; 1 GROUND SURFACE INVERT SEDIMENT <L 1.5 TYP. - • ~ G < FOREBAY ,1 ` ll 1 L ~ 1 ACI,AAL ~f~. ~ ~ I__"__ - 0..J 12" TYP. ~ _ C ~ G , - ~ T~Fpic71 preformed scour hale la~~o~.t anal components (NCDCIT 2110E ) ~ G - , ' ~ < FOREBAY EEOW SPUTTER E ~ E - < C .L - i - - ~ ° < E - 'E ~ t ~ _ ~4 ~ 9,. SPREADER TABEE ' ON CENTER - ~ ~ ~ - _ , c. ~ i' LSD FOREBAY h (ft) d (in) L (ft) - ` ` ~ ~ , < i . ~ AREA (ft ~ _ _ _ , ~ r ~ ~ i ~ ~ j F ~ ~ L. < F ' 1 r L 6' TYP. < , ~ ~ 1 23.8 0.34 6 17 ~ ~1~• ~ < . , ~ ~~E OR DITCH ~~!u~ ~ _ ON CENTER - - - - ON CENTER ~ t ; ~ F~~i..L V'di&~""M9~ 2' TYP. - I----~ ~ -I I I=I I I1 I II I I- w_....._~___ ~ .__G.__ _ _.......I W__.__.~..~ ;r~~,~rtJ~E ~~E~~~~,?!~i~ . ` ~ r ~ P~~1Pd~~Gl~~~~,~~~~'1" ~1A,TTI~JG - - - EEVEL SPREADER CROSS SECTION SECTION A A TYP. SEC, ON B ~ I 0 N B - B suo~rr~ I~ot~~P;"~Ha - ~~~~p. ~s~~ sr~~ NOT TO SCALE NOT TO SCALE TO SCALE l,RIPP.,~P IPA ~4; IPI NAT ~ ~~F~fpD'~tITH UE~ETATiC~f~ SNt'D~Av'~! F~1R ~'U"ARiT1`) I AT ~Pd~Tr~.'a:L.A~T`C~'>>. BYPASS FLOW TRAPEZOIDAL BYPASS CHANNEL 3-INCH LAYER NCDOT X57 STONE EROSION PROTECTION ELEVAT ELEVATION vARIES Preformed scour hole cross Section ~NCLflT 200E RIPRAP-LINED SEE DETAIL COIN I C COINCIDENT WITH OVERFLOW WEIR ELEVATION COINCIDENT TOP 0 SEE TABLE °00000OOOOOOO A WITH INVERT OF TOP OF FOREBAY - 0 0 0 0 0 0 0 ELE A HANNFI °0000°00°°°000000 BYP SS C ELEVATION OR DITCH: ~~~ry~~ ooo°oooOO0o0oOO°ooo° ~ 0 0 0 0 0 0 0 0 0 0 0000OOOO°oooooOO°ooo ooooo 0 0°0°0°0°0°0°0°0°0 -LEVEL SPREADER ~ /~"'~5~ I~'`T~LL L~Z`P' CREST ELEVATION FLl~~F~'~{TH P+lr~T~vrR,~L 0 0 0 0 0 0 0 0° °ooooo°oooooOO.°ooooo ooooo o°o°o°o°o°o°o°o°o°o CAST-IN-PLACE ' 00o0o0oOO°oooOOO oOO o°oooOO°oooOO oooOO °°0°OO0°OO°ooo°° ° CONCRETE FOOTER h ~ ' ` ~ ~ • ~'~+~ti r- C~P~'1-4 C9F ~CP~~ 6-i'~1..E +a9~0Uf`3~, o°o B oOOOOOOOOOOOO o°ooo °oooOOOOOO°ooo Oc° d ; 0 0 0 0 0 0 B SEE DETAIL o°o o°o°o°o°o°o°o° °o°o° o°o°o°o°o°o°o°o°o°0 1 - oooOOOOOOOOOOOOOOOO oooOO °oooooOOOOOO OOOOOO - LEVEL SPREADER ~ ( - ^ P~~°rt~lL 0 0 0 0 0~0 0~0~0 0 0~0 0 0~000~0&000 0~0 INVERT ELEVATION ~ t ~~x o~d° o 0 o p.~ o f o p 0 0 0 0 0 0 0 0 _ _ ~ Op0 0 D 0 0 0 O O .O'10 00,000 0,00~0~000 0~0000~0 INVERT SEDIMENT - - < _ _ 0 0 O `0 0 0 0 0 - c _ < _ - FOREBAY - ' , L < L _ _ 1 < _ - _ _ _ tit~~R.. CAS f3 P,1PE~,P ~ - - F Y _ _ - - , ~ , L L < ~~.~I - . --~~~--III ..I--- _ '~fl~i T~ F'E 2 FIL'L~ ~A~f~i r ~ T .q ~ - I ~ I , t``•- t~il~€,1' `I`I~GR~ ~ I5I TYP. III - r~ F c r i~ FR~~" ~1`l i PVC LEVEL SPREADER , ' 1~ _ _ I FEEDER ORIFICE - - I SEE TABLE. - _ - I _12° TYP. P~s.F....~ TYP. SIDE C ~ C -I I L_ _ ~ - ! r - - - < N fv~~ _ SLOPES 3H:IV 1 l < i 1 ~ i ~ 1 ® ~ W 1 - 6 - SEDIMENT << ' - ~ r c 1-_ FOREBAY i i 1_,~,----r-r~=`-~-r-r'=T-n= SE - I - L - _ ~ - - E TABLE - - - - I-6N CENTER _ ~ ~ ~ r, PREFORMED SCOUR HOLE A SWAEE UPSLOPE OF LEVEL SPREADER, 3' WIDE, 6" DEEP sECT~oN c- T~o~ c-c -THE SCOUR HOLE SHALL BE STABILIZED. WITH FILTER NOT TO SCALE T° SCALE FABRIC AIVD CLASS B RIPRAP ~ FT THICK INFLOW CHANNEL -THE BASE OF THE SCOUR HOLE SHALL BE 4' SQUARE WITH 2: ~ SIOE SLOBS AIUD A DEPTH OF 2' ~ - INSTALL A ~PERMAIURl- SOIL REIIUFORCEMEIV ~ MATTI~iG, ONE ROLL WIDTH WIDE AROUIUD THE HOLE; TUCK A w MI NlM UM OF 7 ' UNDERNEATH THE FILTER FABRIC A I UD i EEVEE SPREADER SYSTEM -TYPICAL PEAK VIEW THE NA AURAL GROUIUD AROUNO THE PERIMETER. z NOT TO SCALE 0 - THIS BMP SHALL BE IIUSTALL IN UNDISlURBEO SOIL. w 0 - IIUSTALL RIIS BMP AFTER SITE STABILIZATION. - ROUTE OFFSITE RUNOFF AWAY FROM THIS:.BMP. w c~ - IMMEDIATELY AFTER COIUSTRUCTION, SLABILIZE THE 3 EXIT AREAS WITH VELETA TIOIU. z - CLEAR THE AREA OF ALL CONSTRUCLION OEBRIS AND O U CHECK THE EXIT AREAS FOR POTENTIAL OBSTRUCTIONS. W z O THAT COULD PROMOTE CHA IUNEL I ZED FLOW. • N n ..,-,.,,~,~r,,,., nnri- rn~~~n~crn .i4e11DUl71.~1~• DRAWNBY.• /'II~NT~ rr r~nrT• PRn, IF('T• HL V. NU. hitV1_')IU1V UtJ(GI- IW UN uhrc crvu rvccr< ,ne~ o or/ 4 1 ADDRESSED NCDWQ COMMENTS 09/03/08 A WH CROSSROADS E O ;b ENGINEER o m 'R l p, SM z LAND SURVEYING ® ENGINEERING LAND DEVELOPMENT CONSULTING - MAPPING - = 29G94 " Gr SHEET TI SHEET TITLE: PjV 't 1023C WEST MARKET STREET PO BOX 1401 DA 7E; ~j~ Q ^oooaono" 0N) ~f Rc SMITHFIELD NC 27577 PHONE: 919-934--3490 EROSION CONTROL EDETAILS HORIZONTAL SCALE: VERTICAL SCALE DATE DWG /f ISHEET' 6 N. R~rurur N/A NIA 06/09/08 08-02B 8 OF