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LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
'PIPES AND.:EROSION CONTROL DEVICES.::MAY VARY
TD BETTER CONFORM TO FIELD CONDITIONS. r
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r' ALL WORK AND MATERIALS >SHALL CONFORM TO ~ , ~ ~ ! THE STANDARDS AND SPECIFICATIONS OF NCDO
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~ z INSPECTION OF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS, I
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r r',,Jr;//' /J/%/~ ~ r `1 / i' + I 1 r' i v ly v ~ r ~ I ~ y v v - ,~I I r f~i~~~', CB 2 1.33 1.33 2414 CF 2652 CF 1Tx39'x5' 10' ~ '~J(j; ' ~~i CB 3 1.64 0.3 2977 CF 3094 CF 18'x43'x5' 10'
} { / r V1 ~ 1,/ r s J f 'i f I ~ ~ J 1 i i' ~ ti A ~`V ~ 1 1 ,/r . y. •ir r„~ ~ ~t 'V ~ 'i l ~ F+ % , , . r, ; / ; / ; I I ~f ~ I : I ~ j I j ~ I ~ ,V ` \ ; , , , 1 / r'~'/i' 1 S I I, : ~ ~ ~ 1 V = s `I ' i i r i ~ I' I I ~ ~ I CB 4 0.3 0.3 545 CF 660 CF 10'x22'x4' 1 D'
i~ ;'r r' l r,/ br I I V I I, ~ I - ° - y V / 1 V '1 A v 'v V I i, 1 J I 1 p / ' ~ /r/ , r 1 i I v I 4 ~ A, `v ~ . ' ~ , ~V y.~- ° 1 i I I, l j;, r'~ 1 'l I 'V ~ A ~ { ~ ) ( , ''r, /rir J'/Ir f 1 i V , i 1 / / ~'i l : 1 i j yV l I i 1.,a / i' j II ,V r: ,rail fl { V ~ } ' ~ t .V _ r i I Fl r` /'r~: _ ••V } i / i I i i ~ , iJ/ , /I i ~I ~ } 1 ~ / fi i I t i l / `~.r / j i f J `V A ~ \ ~ )1 f ' i ' ~ ~ i1 ! t ~ l u CB 5 2.4 0.2 4356 CF 4640 CF 20'x58'x5' 10' / 1 ~ ' ` t CB 6 0.2 ' 0.2 363 CF 4D0 CF 10'x40'x2' 10'
4 7,{ %f ~/r , r % ' r, i; ~ 1 v 1 ~ 'V ` ~ ~ r ~ _ ~t 1, r ~ 1 j:r" ~ ~'t 1 vvv v V ~ ' I n '`•s ~I r I . , f '1/, '/:'rl~ ~ ` _ _ -."'-_:a'- , _ .`~`y,`_~._ t J ~ ~ r \ i r i i ,.A i i i VJ,, I ~ , ' ' ` ~ CB 7 0.6 0.3 1089 CF 1224 CF 12'x34'x4' 10'
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~6 ~~'r 10~ ,A. ,~`A:••_ _ ~ r•. .r? r y~~O~I~ A \ ~ r f ',r`''.r : f 1 . ` ''~..'•~_.~.......r-.,,`...''%.~1 ,.\~-"'''lrrJ, \ '®~P1 , ~ ~~1 ~ j 1 J' 1 f r / J , 9' , '1 , i \ J ~ , , J r, ~ w r "r/ ir, i~ r I V , ,f j l ~ i ~ CB 10 0.34 0.34 618 CF 828 CF 12'x23'x4' 10'
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' / •,A,r/J i + ~,r", -e"a1 ti: r1'r 1~ ' f :r"Y~ r---?^l,av v~_w~-_.y, 1 r;l'' ,i~ / % i ) ~ Y r ~.%ti. iJ, i1/ ~ a v t cr /rif. ~f I ~,a-h ..::A`"-' ~3 :.~"=~'d-:..r? / r /'r ~ ) / I t _y~ y _ NOW OR FORMERLY x r', , / 'r" _~ka ,,>i`'/ . ' I , ' I , / / 1 ~ ,Z f. ; BASINS ARE TO BE CLEANED AS NEEDED
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1 ';~,/j~., %r r/ r', ;i~r I~I~ vt ~ i j / 1/,r - 1~t!~ f t y l ~ STA.`61+14'RIGHT.SIDE , , / : j • r 1 , ! I ~ i l V A f ~ 1 , r , r ! / J I , , . AA., _ u c! i -~r°~ ~ I f ~S ~ , ' /r~/,'rr,;, r1,/. //r,, ~'~~I I 1 ,v j ~ J, ~ L 1.1 f / _ ,',~y:~,. / ~ j ' , , ' STA,60+47EFT SIDE 1 , 30+47'LEFT SIDE L-1 TO ENKA MAT S?ARTS STA. 61+36 L-1 PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE
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r` r r/' r ; ~ ! j'i ; / / i / ' r', ;fJ',//l.~`</!/ rr , .rr;:,, ~,l % f ` r r... / ~ J / r f / / ~V Ati j"u--_•_._ J it , ; r j; ~ ,,/!r~ / r. 't \ _ E t, r / r 1 ,r / 'i , ij ~'v ~ STA. 90+65RiGNT-SID S 48, RCP 50.0 75.6 144 1.0 223.3 221.9 32.0 12:0 13" 24' CLASS 1 3D+65 LEFT SIDE L-1 TO INV. IN PIPE B STA. 88+83 L-1 W E.E~ 90+65 RIGHT SIDE L-1 TO INV. OUT PIPE B STA. 88+83 L-1
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rr . ; rr / r'J , r, r;r~/, ~J,; r! I rl ~ t 'i ~ , / ~ f ! .~„e-' ~ j vj.. i 1 I A , a, r~Yi / '/r,r%,/ , /r r/. r'/rf r -r /rJ'ri 1 '~f' ;v~ I ~ 1 r' I PERMANENTDITCHPRL ANENT DITCKPROTECTiON SCHEDULE ENKA MAT W/F.ElS. PIPE l 24"RCP 4.31 9.45 60 1.0 233.7 233.1 12.0 6.0 6" 24" CLASS B
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. ~ , w , _ l 1 ~ _ - - i` ,~1~, ~ ~ '319 CHAPANOKE ROAD ~V II V ~®1V ~®Il tl . - > ~ RALEIGH, NC 27603
' GRAPHIC SCALE.. _ Jk~s. , r ~ _ j , , / r _ tic,t ~ i • - V ~ ~a, TEL. [phone] FAX [phone]
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/ . r WINSTON - ; y,. ~ ~ DATE SURVEYED BY JOB CLAYTON: TOWNSHIP NORTH CAROLINA

IN FEET ° SCALE 1"-200' DRAWN BY JOHNSTON COUNTY` OWNER DWG. NO.
1 inch = 200 ?ft.
REVISIONS ZONED: P.U.D. P.I.N. 1648-07-3913