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i i - ~ w t ~ a1 ~ ~ R~ CIE - ak,E w^~ ~ N 'Hr. e x r~N , F., i. PROVIDE TEMPORARY a' NIGH SANDBAG COFFER DAM I V t \ ~ ~ ~
~ IN EXISTING CHANNEL AT 80TH ENDS OF NEW PIPE. 1 v ! A ~ ~ ~ ,
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~~~+E SAML r4~F uhf T~!E_ i F,I I ~ 'E ExTEN ~)N Fr !E:: - 2. BUILD TEMPORARY BYPASS CHANNEL WITH 4' WIDE BOTTOM ~ i,N~ tP ,~~;~,'E N~F~: r`~ AND t TO 1 SIDE SLOPES BY REMOVING WASTE IN AND ~ ~ - , ~
g AR N XI ~ ~ OU D E STING CHANNEL AND FILLING IN AS NEEDED IN r ~ 1 , , -
B~_ F+ ~"~'~~~,~f :r~ Wii_i ",'HaE"~ = . ~N'~~ ~ 'I~)N EN'RaN~ t ORDER TO BUILD A 4 FOOT HIGH AND STABLE TEMPORARY ~ EE IN~,T%Li.l, iNDEi- ~iH Ai~.~~N(b ,F~~~ PI? F ~ ~ ,E BYPASS CHANNEL, PROVIDE TWO(S) ROWS OF NAG C350 'i ,t I ,
~ ~ THE ENTIRE LENGTH OF TEMPORARY CHANNEL. CONNECT
~ ~ 4F'-~c , ~,H,,~AN T5i[,E i~+E 'rr ~E: rPE [ ~ '~E Ex'E ,N TEMPORARY CHANNEL TO EXISTING 48" CMP. SEE SOIL o ~ PE JE;- ~ ~N THIS DFAWIN~~ WI, ~ Pr ~ ~ E FEG , tP "~±E COMPACTION NOTES ON PROFILE OF CULVERT. ~ ~ -2 r
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~ .~P.E F`L a:~, , r~~ AN~~~ ~E~HN~ ~ s,.r;. 3. 96"4 ALUMINIZED CORRUGATED STEEL PIPE WITH 3x1 ~ ~ ~ ~ vd ~ ~ ~ I.
CORRUGATIONS 0.168"(8 GAUGE), TYPE "B" COATING. 1 ~ .ALL FIELD CONNECTIONS SHALL BE SLEEVE GASKETS '
/ j WITH ROAD AND LUGG CONNECTORS, SEE PRGFILE ~ ; a ~d`' ~ ~,5~ 'A ,
~ ANp DETAILS 320 AC. OF DRAINAGE. ~ `i i~ ~v ~ 5 I ~
/ I ~i ~ 4 PROVIDE GABION AND RIPRAP ENDS AT HEADWALL n ~cr- ~y
~ SEE DETAILS _ ~ V ~ ~
S AFTER COMPLETION OF HEADWALLS AND GABION ENDS
REMOVE EXISTING 48" CMP, TEMPORARY NAG C350
MATTING AND TEMPORARY COFFER DAMS. CARO
. ~~.ti THEODORE DRIVE EXTENSION .9 ,
= EXISTIN PAN WITH G L 15407
INITIAL EROSION CONTROL DEVICES : ~
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800 ~ EXI=i-- PRrF~)SED - rrPE, R-R.,w, npE R >En _ VPI EL = 755.11 ~ ~ ! i I ~ ~ ~ i ~ + r I ~ ~ N
& Bi~TTOM WIDTH 1 = -5.0 X ~ I 00 ! ~ 7 9 II 65
A~ NEEDED zi zj - ~ I ~ I I _ II ~ - 9 w
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VPI EL = 789.26 ~ ~ a°0o I~ n VPI EL = 787,61 I~ ~~I
gt = 8.000 ~I u 1 = -0.600 6EN~_ ti ~ iu ~'v r,_~ ; ~ ~ ; EX!S~N~„ SLiiPE ~
Q g g2 = -0.600'i ~ ~ J g2 = -5.OOOX iii ~ i L__
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K = 16.28 v ~ K _ - 68.18 I~ ~ ,y i 74
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4+00 5+00 6+00 7+00 8+00 9+00 - ~ 10+00 1 + 00 12+00 3+00

NCDOT GUARDkAIL
~N Fll_'~. '~~OPES 10' WIDE AT
1D~ WIDE AT , ~ ~,y ~ « f--- - ~ ~ ~ ( WALL FA! E
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DRAINAGE FIFE THRU i ~~::iN- 'N~ WAIL T.P. AT EA. WIN:,WALL
m ~ WINGWALL, BOTN SIDED ~ HEAGW-L~ rE-LW4,_;_ ~ : _i . ~ ~ l,i~ CLA; ~B' ~FIFRAF SIDE
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.'his ~ . - ~~er~ - , - - ~ END VIEW - HW2
I
' ' I • I END VIEW - HW1 ~ , _ ~ ti, d. _ ~v~ :rL:- - - -
I ~ _ _
~ O ~ I A A w'a__ a' to ~~N~,WaL~ ~ - 'v; wr ~ I -n i ~ f
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. -
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L E P AN - ? ~ , ~ , ~ .
~E ~d~.. SECTION B-6 _ ,Gi~,N _ , ~ ~ ~ ~ ~ ?

SP .n T'~ -

_ _ _
-
- - _ _ _ ?
_ _ _ _ , PLAN VIEW - HW1
ARP N ~ i
i
i _ - ~ r- i ~ a-,E r+E~uw~~~ . MF
~ u - I CONCRETE GENERAL NOTES: f i [C`~ r ; LJ• s gACk OF -
~-r--~--~- _ T ~N ~ h ~ ~_R SHALL VERIFY MINIb1UA1 SOIL i iIL HEADWALL~~, r. jr"
'-t--~ ~_~~--1-,--~ ~_j ~ _ _ - - - F I ; f~EAkIN~ r,APAGTY OF ,500 P5E B'r'
- 1~ SFCUR~N~ S±~IL TE~TIN~~ SERVICES . , , ~ _ r- - t- - ~
r, ,'EEL MiN. I~U PT L. r, aE ~ . ~ _
i t' w' ~ ~ -
~I X ~ i V 3 4L~ ,SN~,;RETE SHALL BE MINIM tit -~~~X~ ~ ` ~ ' ` PSI dT ~B DA7 ~IiMPRES>ION iH 1 - - - - -
1 F ~ v.~ ~ ~ iN'~-, i ~ , T. ~ G. r r - r ~ i JV~~H ~AL WA7EF' ~~)NTENr? N~~l ~ ~ ~ ~F
EX`EtC TA6LE 1~,~~~-B ~i .~a ~ CAF ~ ~ r, ti` B'_! a INS, ~i~E AIR ENTRa NED QED
k - a-~ - ~ r ~ - i ~ Vu'i+1 d-r% Aik I~' A~. E „t MAXIMPM ~~L'~~p~l~> L'!M~'
??t _r. ~ - 1 t ~ ~ ANG IN WALE"~. C.
~ - - - + ~ ~ ~ a~,L PEINE(~RCEMEN" ?~TEEI_ SHALL BE
- - - a MIN 60 I ` =~RADt ~E~ A'_ iM ~ >1r ~ - , ~ ~
t. P~A_ED JJI!N M!N _ ~_UVEP rP_M E~K'~~ - E sF',,
- , ~ - ~ . ~ „ . - ;r-• ~ ~ - ~ ~ ~ ~ ~ L F-E~NF'~RCEMENi ~iEE~ H~ji~l _ AN[.~
_ . . , L. ~ - . HENt~_ _~HALL BE PEF 5?A~NDAEO'
r, A.N~ f?EP.~N~iE~~ 1~ViAT ARE F~iI~NI? AP BARS YP. CORNER L T
SHALL BE ~3P000HT THE nTTENTI~IN ~CNie
I. ' ~ ~ , ~F TNL ENGINEER i~~i fE'~Cf?[~ F_iP ? ? F'~~A'~~_ ~ r TN.
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ALL ~-N;E~EIE ;HAI-~ EiE PLA(~F'~' _~N;, ILIGA T E~' AND , !RED PEE
WIN A FR NT E - ~E ~ ~~,M~NL.AT~.~N; ~E~ , GWLL VCC
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FR EV. A-A - NT
~N . FARO
~ RIV EXTENSION o. .ti , THEODORE D E 9 ;
SEAL ~ MAIN CULVERT PIPE
" ?540?
SECTIONS, DETAILS & NOTES
~ ~ ' ~ SHEET
~ c ~ ~R~'.,, ENGINEERING INC. c ,
~ ~ - , l ~
_~~or

AN PING AN A L T N . I N R U N N N
• 1 CuNTRACTOR SHAD NOTIF , UEHNR, LAND DUALITY SECTION
T N • T NAN MAIN I R~iP T FINNING LANG t Ti1R ING ACTIVIT% W-:, i ~6~i?'t-46~JCi F P.I. , O BED DS 8
~ REMt~JE DEE3RIS, Fi4~LTS~ BRAN~'HES ANG STONES IN EXCES IES IN EXTES 1 THE CONTRAC70P. SHALL PAY COSTS kESULTING FROM FINES OR aIOLATIGNS t. PRI~JR TO AN1 ~;ON;TRU~ TIUN ANC DUPING CLEARING AND GRUBBING
OF ijia~METER IN SIZE. FINPt_ZE PROPOSED GRP.C'~ES (;RA'C'ES F1ELD ADJU>T EROSION TONTROL DEVICES TO FIT LOCAL TOPOGRAPHY INSTALL ALL ROih DAMS, SEDIMENT TRAPS AND TEMPGRARY Dr1ERS10N
SC4RIF~' SLOPES TC ~ L~E~'TH ~)F h" WHERE P{)S)BLE. {)BIBLE. ALTERNATIVE DIVERSION DEVICES MAt BE PERMITTED WITH STATE ANA? DII~,ES AS SHOWN GN EXISTING SITE PLAN.
APPLE ARICULTUBAL LIME AT 6v LHS iO~rC ; F FUP. GL+APSE ;F PUP. i~~~aFSE L~~~AL APPR~:~VAL PRC~'YIDE A DkAINA~E CHANNEL ON LOWER SIDE OF WASTE AP,EA
x : N~ RZH AMEN ;AN rE EN TEXTURE)) SOILS AND 1?0 LBt; 1000 ~ F FOR FINE ~L~ILS Y7 ~ HANNEL. I~IAiTIN~;. -~E N'.~1E' APPL~i UNtFOF'MLr AND 1NCi}EFURATE THE LIME INTii ThE FINE ;iiILS BUILDUP A BERM pF SOIL AS NEEDED TO A:;HIEVE PGStT~IVE DRAINA'~E.
s TuF .F T~;. o IN~~H'tS OF c:;R'_~IiND E INTii ThE ALL PERMANENT ANU 7EMPORARr CHANNEL CROSSINGS FL?R CUNSIRUCTIUN TRAFFIC T.. REMAIN FOR MORE THAN TWIG DAYJ SHALL HAVE DOYLEY
~ ~~HANNEL WIL."I; STABILIZATION PLATED AT BOTH ENDS OF PIPE IMMEDIATELY AFTER 4 FOLLOW INITIAL SITE NOTES ANG INSTALL 7EMPORAR~r SANDBAG TOPPER PLACING THE DRAINAGE PIPE. DAMS AND BYPASS CHANNEL REMOVE 'WA~~TE IN AND ARJUND EXISTING
s.. r I+= --~I~, APPL r 1~~~-to-iL~ RERTIUZER AT LBDji0u0 S F IN Ai :(ikFiaN~E WITH MAN Fai.rURE~S iN.~TRUi~TION„_ S.F IN CHANNEL PRIOR TO FILLING 1N PORTION GE EXISTING CHANNEL IN C RDEp ON S- T~G BUILD A A FT~CT HIGH TEMPCiRARY EiYPASS CHANNEL SEE ~i~'~i_
_ WIDTH M~k. 4 D'~ NC,T ;TORE EXCAVATED MATERIAL ON FAvEMENT LUN~~ER THAN i. HOUR' CUMPACTI_~N NOTES UN PROFILE OE CiILVERT
~ Mri)TH RAI~-E THE 10P~OI~ PRIOR T~~ ROU_ER ~ ~ A(;TION. l4 ( ~ i. ~ ~ ~ C J ti _ ~ ~iMF CC~MFACTION ~ FJLLuWING COMPLETION OF AN'~ PNAS OF GRA-DINv STABILIZE ALL FERTILIZEY< ~ ~ ~ 5 INSTALL MAIN CULVERT F~!PE. HEADWALL AND ;~;aB,~TN INLET ANC ~4~Tl.E
( ~ =i~., LIr;hTl ; vVATER i~ ~~D IN THE CIS``iPAT10N GF FERTILIZER r M„ ~ ~ ~ NTER ,I L. 1 IN ~E ~N T~E- EXPnSED SLOPES WITHW ! 5 WORkJNG DAl
~t1~,NNEL PRC~~dIDE MIN. ~ AF~'_ 'SEED A" A H~TE ,~F tB~;,'1~) >.r. EVENEr iN EVENLr iN r FOLLOWING iOMPLET10N OF ALL ~:ONSTRUCTION STABILIZE AFL c AFTER MAIN CULVERT PIPE ~ FINISH AND STABLE- REMOVE. EXISTIN;:
~ir'EN ~vtRLAP 6ETWEEN RCL~ t( f-~ TWU INTE9>EI.TIN~~ GiP.ECTIQN`~ AND RAE,E LI[;HTir_ 7Ti~, ap.~ ;,MP PIPE ANG TEMPC~RA.R i CHANNEL MAT TIN DISTURBEG AREAS WITHIN 30 WC~RrING Da~lS OR 1~0 CALENDER DA~~,
~ ~ 8._.x ~ - r,EEDIN~~ MiXTuFE CUTSID~wETLAND' CE~IGNATED AREA'~~ TE ~ AREA'T WHICHEVER I; SHC)RTEF AFTER ENDS uF TEMPGRAR~ ~~HaNNEL AR,E FILLED ~N. PEMCwE ;OFFER
TTING _ ~ NEL MA ~ ~ , CHAN I ~ ~ ~HA,Lt BE IENTU~;I.i 3. Ta~L rE~~JJE AT 5 ~B~, 1v0~ ,r B`~;'1ii00 ~F ~ Si~l SUWINI, APPFuPf~ATE DAMS ANU P,EST~~JRE FL~.T~W IN MAIN %HANNEL ~~TABIL2E EXPOSED t;H,ANNEI ANL .~L~iFE ~L E
~ ~ ( ~ ~ A BETWEEN AUGUST .5 ANC Mar 1 AGD i LBS '1;100 `L F WINTER r~~~E iGPAIN)_ ~~R~'~UNC COVER ANC PLACING MATTING AS INDICATED ON PLAN ANG
, , ~ B BETWEEN Mar i r ~D al~~~ r T i5 A[iC' - LEGEND. MATTING TfPES SPECIFIED ARE MANUFACTURED H ~ NOFTIa S RESHAPE SIDES OF ~TFEAM WITH COMPACTEi! ,UI~- SFE SJIL ~ JMF~,_TTITN AMERICAN GREEN. CONTACT C.F.P ,iNC- ~Bi)G)5G3-OG4C NOTES ON PPOFILE ~JF _UI_VERI
cc - f E'F'-. x 0 35 ~B~/lU%. F , ~~LAN GRAS; ~'tR t MIN CLA.,_: ~A~ 1<.~ Tr_ tii -r"!-_- - ~ r~i''~ ;~'I'i~ ~F ',"PMAN MI LET. - ~ ~ y INSTALL 5T~4' AND ';T 7' AND THE REMAININ~~ TEMPiJRAF i u+VER i~S"J Lh.E~.~
` ~`~iE P L~A i ~ ~ y UNDER ALL MATTING PEOUtDE COMPETENT COMPACTED _uiL WITH 1~ _6
~ ~ ~ IN WETLAND UE~I)NATED AREAS APPC~ ~EEC~ IvuXTURES t^ r a ~ *U` IvIIXTURES STAPLE PULL GUT RESISTANCE. Fl~l I JW 'STAPLE PATTERN T'IPE ~ELE~TOF; %RAFH IN >TAPLE PATTERN DETAIL. BEGIN MATTING NEAR THE UP'TREAM 14. BEGIN rRADIN'~'; ANA STAttILQE EXPOSEC SLOPES F.~LL~IWIN'~ ~:OMPLE~I.~N Sa~W i~RA,_, !?F ANi PHASE ~iF ~,RAi)IN".
~ ~ ONL` aPPRnlED F_~R WETLANC LASE Su' H A~ SAW i~RA',_; s' • r- CREEPIN~~ L~~VE i;RASS OP, L'THEP, APPRU`vEG SPECIES SPECIES END GF EACH S'YMBuL OR AS GRGUND CONDITIuNS DI,~TATE GO Ni;T LEAVE ANi (;APB BETWEEN CHANNEL MATTING AND DOWNSTREAM ~TRUCfUf=:E.
c ~ ~-T MFS,H - r,~TE!- ~ ~ ~ fi ~T_EL 1 ~ T~i~IE~;JF4F', G?' !`FILL NAF'I_'NAKE. ~ F 'I~i;~ `~TREAM ~ ~ , II PRQ'?IDE SLOPE (iFAINS AFTER 8 FT OF FI'_L F:E4THED
r ~:~OTr~ BANS ~ R~>>LL '~EEDEL Af?EA WITH R~?LEER NC~T EX(EEC>INL: 11~ LB`.. ~+Ax ~ 4.. WASH `~~N .LE ~ ~R Mi LTI~'LE l;f GRAIN ,ING 11~ LB`.. 9 MATTING SHALL BE TOED-IN 6" QR OVERLAPPED 4" MINIMUM AT AL~_ EC~GE~_
- P1 ~ ~ ~P1N~ ~ PiPE aPRAN';rMENr ? MuLC N SEEDED AREAS WITH 90 LBS/r00G S F aT T~'PE 'E~ STAPLE PATTERN TRANSVERSE SEAMS TOE-IN DOWNSTF~EAM I_ INSTALL DRAINAGE PIPE FROM HWl Tu rI3 aNL~~ rIJ _ i.F GRAIN MATTING THEN PROVIDE STAPLES PER MANUFACTURER'S REGUIREMEN75
~ ~ ~z ~ t N ~ STRAW WH R SLOPES EXCEED 5~ SECURE MUL~1H AND _ ~ _ ~ E E _ ~ SEED 8~~ EITHER SPRaYINh wlrH ASPHALTIC TArRING OR MUL~1H AND 13 INSTALL DRAINAGE PIPE rROM HWt TO rfa ANU THEN ~N'~TALL ArhING OR .p BETWEEN ALL RIPRAP AND SOIL PROVIDE A WOVEN FABRIC REMAINWG STR~JCTURES, DRAINAGE PIPES AND INLET pR~ TETTi~LN
~ `FEE ~ N:~Sd~)N "i:)NTRI.~I. '~ENEEAL N~;TES STAPLING A OPEN WEB P~~LrPROP~rLENE NETTING >>VER THE WG ~JVER THE EQLiAL TG 'MIRAFI' 7OOX OR 'WEBTE,:' TERRATEX HD.
L1RA,Na~_E PIPE~~, T~-~ BE SIZED A~ SH~_~WN ~,~N NLAN~- AREA IN A~:COR.DANCE WITH MANUF4CTURE'S iNSTRUrTIONS. INSTRUrTIONS i~ INSPECT ALL DEVICE_~ WEErLY 4ND AFTER EAT~+ R~AWFALL. DC WATER IN(. AT c A -y~il~ N NEEDEc REPAIR DAMA~~E IMMEDATEL r P,EMGVE ~EDIMEN T WFIENEVEr
- ~ MUCiiPLE PIPES SHALL BE AS '~>H~~WN C?N FtAN`E NETTING SHALL BE TERRA-.IL!TF B~~ WEBTEC, INC. AT BETWEEN ALL WASHED STONE AND .,OIL PROVIDE NON _ ~
-~r'EN _ ;704~~398- 95A nR aPPRCwED EC~UaL. R~,X TEML "~RAR ~ RAC:] } ! L;HALL BE N=DOT La E rlF~r•nE _ - FABRIC EOUAL TO 'MIR~4Fi' 140NS Ok 'WEBTEC~ TERRATEX NG4 DEPTH IS E~:)UAL T~J C'~R ~~~kEATER THAN 1 %3 ~~F THE ST~)P.a~;E DEPTH
~~~F ;MPACTED TE~~HNi~;aE. MATEP,~,A~ li_- Mr~~W ;R:AC~ AT kE±;ULAP, INTERVALS- UO NUT %l~T ~;R.A;S NOT LOWER THAN 1Ni'HES. MAINTAIN A MAXIMUM HEIGHT T ~~I~T ~;R.A;' pEWATER ALL TRENCHES ~TF. IMPGUNDMENTS INTO SEDIMENT CCiNTR~,~l GE , t":_ ~5- LEAN ~;~I T A~_~ ST"~RMwATER~ CULVERT FIFES AFTER EA .rl PaIN'r ALL M HEIGHT T A IM NT TRAP TOR FLOW NGT TO EXCEED 10 ~.'F' LEA~.~E ALL _~,iL1ERL IN i LEAN ''ONDITION.
Er- ~TaNE~APG N. TE=; PR:~'~'IGE ':Lo~S E' P;F-PAP PF ~~ECTi~~~)N taT ~N~.ET ~~F 4 iNCHE; NEATL'~ TRIM EDGES WHERE NECESSAR; ECESSAR ; E ~UIVALEN T ~ _ED E
F'~F URAINa~,E AND 1LF T ~ PIPE 'F SILT FENCIM~ IS USED, '..LEAN AND REPAIR AFTER EACH RAINFALL 16 MAINTAIN ALL ERO_i~ N SNTRiiL DEVITES IN A~_+~~)RDAN"E WITH THE
N ~ , ~ ~ ~ T MFi FAR, CRS `,lN~;. FE. T~rPF AN; P ~ ~ R~ M vIN , E R NL F~ E REMOVE, RESTORE GRADES, SEED AND SOw a5 DIRECTED 8~ THE ,TwNER ERUSIC~N ~_~~NTR~~L MAINTENAN~~'E N~_TES AT PROJECT COMPLETION
S SEE DR,~F INLET ARM~~uR DISTORBED CHANNEL SIDES wl`H R~~PR~~ AND F~rF~;: aEE THE ~.~~N`,TRU'~~~:~N N~, E ~ FGR LP~~SI~_N ~ ~)NTR~1L
WI1H ~~RATE 18 WHEN STABILIZA71~'N `.iiBSTAN'T!al ~,M~= LTA F~Lrv4 ~f TEI,dP iRkR
OR .ARC INLE1 .T: ~ A ~E R Lr~ME M MEASURES
,y AT PR,i~ETT C.~~MPLFTION REMG'JE >EDIMENT TPAP, aN~ ~~Ii~ERS'1~~N i)1kE;
B~ LEVELING ANC Fiu_iN~, IN LOW SPOTS. PLACE PEMAININi; MATTIN(,
a~ INDI~.A?ED ~JN FLAN GEP,FORM A FiNAI_ SLEANIN~~, ANC' MAINTENAN~_E
NOTES 1 ENTkANE.E',~i SHALL ~E LOr_ATED T, PF~'~,IC~E ON _,HaNNE~ . ULVERTS THEN' =~.CiW AF'PROPIATE ~ Rr~UN[:~ UJER
MAXIMUM A `ES~~ F~)R ALl fv1N~TR~:[Tl~:~~td ,E""~i.t`
~ I _ TiIRNINi~ !?~,DrJS SUFFI!'IENT TO ~~~=~OM~~~L-'~E I aR,E rRl,~ F~ ~~HaL~ ~EE P'?C,'r~IDED ~ DROP INLET DATA PIPE DATA NAN T AIN M
_ ~ t.Xl'~T~N~ T~~ ~ DIAM PIPE PIPE PIPE
c~E,Wa ID ,RA'E INv ~NJ ~~N ~ Tr)NE i MAINTAIN ENTRANCE Tit PREVENT TRA rlNi, _~R NC1 TUF t~E~ IN FF~jM ~~Ur FRI~M T~U LENGTH T~rPE SLi1PE CIRECT BLOW OF MUG UNTO STREETS. PERIODIC IN R F
~ I STONE TOPDRESSING wlll BE NECESSARr Hw1 HwS ?3a i NWi Hw_ 9ti 92' CMP t2% 1 AFTER EACH SIGNIFICANT RAINFALL
%3' HVJi YiC 3[) _16' Ri~P 1C9~ AINTEN E , , _ _ ~~EAN ANG REPAIR C~.~N~TRUCTION ENTkAN,,t~ ~ I TrIE ~ ~JRiUINAL '~'MENSIONc
-z-'. I~ hiWi ~I4 3O '46' RCP THE ENTRANCEIS; SHALL BE PRuJIDED
Hwy B. ~HECh ' RT PIP 'ANG CLEAN OUT SEDIMENT
3S MIN_ 15' MiN. 5 ALL MATERIAL WHILH REA~:HES THE ROAD SHALL NEW ~ _ T r~3 "Cap= ;55J Ala ~,1` C~ 42_ RCP 26% HE _LEANEU UP IMMEGIA L - - .:HEC^. tiFf`IMPNT BANNS ROCK GAMS ANG SEDIMENT TRAPS
EXISTING i I '~GNSTF°- ,5y.;ir, - ~ r rIE~ '4 RCP D' S% _ ~ ~ - ,14 4. 4 .l5 ~4.~ _ ~l~ A 4NC~ WHEN SEDIMENT AI: CUMULATES TO ABOUT uNE-hiALF THE N D AN EL CH DESIGN VOLUME REMv~~E SEDIMENT AND RESTORE THE FASIN
~r,a;WA f SI~~NE I U~TIpN 5. ALL NOTES APPLY FQR ALL 517E INGRESS AND - _ ~ CHANNEL MAX. B~~~TTOM SIC~E ChANNEI ~'~M?~ENT To ,TS 'ORIGINAL DIMENSION ;:HECK FAR EROSI~aN o~:MA,E.
EGRESS PnINTS UNTIL SITE ~~S STnBIUZED 5` ~,B~ - CHANNEL ~~IS 5;~ L,~ ,ab - f+) iat rla ~~B& Ca 110' RCP 3.3% Nrj ' L _ . _ _ N~.7 `,LOPE WIDTH `I APE ~JNEF W!~~TH '!PING ANC- R~::~Cr~ DISPLACEMENT AND P,EFAIR IMMEDIATE;-
Z Z rib _ _ ~ - ~4 I E.- 'B3 4 ?8' RCP 29% _ _ ,li _ ~ ~ F''~A'-, h- _ - - _ ~F'i~ ~R T~.~ TELIMENT DE~I~ F PEMOvAL, REMOVE ALL 'HATER ANG
i~ CB8 -SE, ~;i, ~SCC ~~8~ iB10 ,A 3qa' RC.P Z.3~ ANCE ~ ENTR ION TRU _ _ _ - _ SEbIMENT DETAINE[~ B, I~C`ln~f PROPERLY UI~P~)SE ~JF B~~TH 1 ~ C
ONS C _~B9 _ ~ kl~ - ~ CB1f, CBi I %S' RCP C.5~ ii~ I ,;c~, h~ 3 AFTER THE ~TC~N`_~TF.~,~Ti ~N SITE Ha~S BEEN PERMANENT~~
T?ABILIZED REMOVE THE. IMAM STRUCTURE ~4NG AM UNSiAB~-t.
. ~ r~ ~ ~ r ~ 1 8o RCP L I~ ~ ~~~a~ 4 ~.p ~ ~ 8._ t~.~_ _Blu _E I_ _ ~ ~~'7, Ij' ~ `~`_~C! r, ~ SEDIMENT SEDIMENT SII~~UL`u BE PLACED iN DESIGNATED DI>F
Q ~ ~ EF~;1 i_N CJNTR'`i ~u'A.HED S?i)NE ~ _ ~,B'~1 ~:BI(;~ CB12 tBLt _ ~5' RCP a6% _ 4REA5 AND NAT A°~'~~;~WED TU FLOW INTO STREAM`: :)R~ DRAINAGE c ~ r ~ ~ _i)i, W4 r5 Dl RiN~~ STRI,'~~-TiJRE REMCIVAL ,MGvTH THE BASIN
8 RiFRA.~ T ,p _ _ x r' ~_r1aNNEl ~ )iT~:~M ~ M~z SL ~ CBiC '3 L .r%, ~B'.'~ 7E, 3 SITE T~ BLEND WITH rHE SUPRr~UNUING AREA AND STABILIZE
~ F~T 'E ~T ~-F rCF P t ~',1E' ~ ~ ~ - ~ ~i".=' 'S C81C ~IL1 %4 9C RUP 1% I~ 'G~ 1 ~ i ~~'~~i. a Af-TER SEDIMENT DEt'I`,E REMOVAL FROM ;:HANNELS RESTORE
_ ~A~ H:,:~F THE ~4ME E~~E~~ rl_ N r 6 ~ ~ II E~ ~;Bi z _ - - - , ~o e ri~~~ ~B~_ la e RCP = i;HANNEL BANi~ T~~ i~RI~~INAL iSHAPF WITH RIPPAP 'iVER
- - ~ '~t.4,; 'r,9h B~_ 5`.+_4 C8C b IJ _8~ l REINFORCED FABFIT
~ N:~TE _ VI ES DATA T DE C SEDIMEN PERFORM A FINAL CLEANING ANi~ ~NSPE,;TIC~N iN ~HANNEL_;,
PROFI E SECTION - r - _ ~;~'jT. ~'L~J C ~E~F~' (UL'JERTS AND REMA'~NING DEvfTES AT FINAL ~;)E ~_~JME'.LTIC•N-
8?a ,70 U rB__' r~~B~.T '3 163 RCP ~ VICE A,REA ~ ~~L DEF TH WIDE LENT: rH LEN%;TH
zl 18° ,B,~, --,a a;: 'C~ ~ ,g?a CE" '_8' RCP I~ NOTES; N Nr1 fs acres t ft_ ft ft. ft-
~ MIN ' ~ - ~ F~ I ~~BLa 7E, I~ _ B_ - _ ;E._ N:~f; - _ I ~ ~ 7 'T)G ~ ' 5 ~ r_; '
EF'' i 1N .~aN'G"~ !B?c~ '7C, )i; ~ - 4 _B',.' ~B~ R~.P OP . z SC NTROL ION CO ROS E ,~.1,~ _ ~ F.. ,
,,,,rr ,i~ 1131 -b'9 ~B32 ?o3E C63_ 63_ '3~ R,.r' -~'`o RN,.i,~,. MiN.~,11jM ,r. _rT GE ~ I~ ~,r~~, ~E. F--, TWG SEPARATE PROJE[_TS ARE SHOWN ON THE EX1511N(, PLAN
,(r~IMEN' -T"f~AiE ra,r ~Wi~~r.r:11 Y ~:'83C ,ii.__ -b6~ s,.~ X644 T
B3~ . _ , - FLAB"t NIPRAF° ~ vtR ~:HANNL.r_ ~ CH R -l U.l` C' C~' ~4 C ~ THE ATLANTIC ~C~~~ ST_~PAGE PROJECT WILL FF!~CEE~ A' _ u THE SAME TIME A.S THE THEODORE DR~~JE EX TEN J~JN PRG~E-~ T
GaNi, j ~E',iLN? WArEF FR,_~M _ ~ rur , Br _f ..iN., HR~,':LiNC R(,i-l Hf.,'~- I.t~C 0SS 1 _ _ UNDER SEPAPATE CnNTRa~.TS
i J~..~ V..__ - i BOTH PP_OJECT_ WILL SHARE A :_T~NSTRIJTT1iTiN ~NTPAN(.E T~-~
5 MIN ; -:'1 - ~I~ BE INSTALLEC~ UNDER THE ATI_ANTiI :OID TTORAvE FR ~.IEC1.
t_ENC~ iEi (1 C~ MIN WEIR WIDTH 4 AREAS SHE?WN OUT`;IDL THE iHEC'~D~SRE ')RIVE EXTENS~~JN
i- _ _ - --?j-~- - ? WIDTH ~,1 MIN iJVER TPr`P j LALS "E" Ef>~ijl?N PRiLJE~"~T GN THIS DRAWING WILL BE ~':G~ERED UNDER THE
EI QW l ~_~JNTPUL kiP-F'AP M;N i INDICA-TES ~ INDb~AiE': aTLANTI(' Li)LD STQRAi~E PRi.)JE~T AE'EAS N(1T IN~L~IDED
I MIN THI";h ~ _ Mlti ~~Y--~ DEvICE NT d RD 3 DEv'I~;E Nr~ APE RD'4a~. ST'E,o' AND TEi HN~CAI_ FILL AkEA >EDIMENT ,pap r~(h [~AM
Ef~ iF '5~ I n rH ~ ~ M X FJ ` ENE __..G MIN , ' WA ,h ~l ~ x' -~~1 _ EXf~[,;FD ,~_PE _ ~ }TEMP GI;rEF -~.~-,N [~I'r E ST4
j - - i N ice; i EARTH BE~rM t3~ ~:'~(I~
I _ j C, i I ci ~ - jr = NQ;,~RAI- ~ I 3 - =.++i _ ~ SiIMP L11~.,TI~~~N
,i~ FUND ~ ~ ~+=~=5r-'- ~ - ~
_ i iF N N 'N~":FN ? MIN ~ 'i;'~' ~ ~ TF ~ H ~ ~ N - _
~I; rEF EABE-, DAM SECTION , , ~ PR_,ILE ~~E~wA E.N. L_ _ _
r~ TRAP JAM i.ENTEh~iNE A , AN _ ~ 1 ~ ~ `t ~r'~ 'ERIN MIN ~ - - >~C~PE ;L41~E ALTERNATI',E TC EI~TEE, FABF'i~~ ~ ' - a . ~ ~PII>IN T , ~ NOTES; `:T. I E _,I_~~FE N~ ~ USE THI'; DRnWIN~~, AT~ a ,UIL~E vNi
- r ~ p,~E ~>E ~~`r~E~E ~ ~ _ C?Ri~;!NRL ~ ~ ~ ~--f-"" i I z i
/ TAP N~.~N W~`o~EN ~ MIN ,~.ERFiL yI.H ~ I r-- - EITHER SEL TFcA~ ~F ' Fq.TEP Fn RI( WEIR . EN,_.TH ~ P P ~ \ , ~ B EiF? `EiT tMENT r r ~ ~ ~I~~, _ A`-~ 5H~ AWN ~?N PLAN` ,1R A'~ 'vIRE~-TEI ~ tABt E I L,,~ E Q ~ Br Tr1E EN~FNEER
~ ,PILL WA ~ i ~ h ~(Ps l1' ~~r'~1~. t li _ I ~ I ~ ~ 7 ~-l.. ~~>T THE SLc1PES AND LIMEN~I~INS ~•~~~uuu~~•~
~ ~ I-- _ IR~~pl ~E~ 4fi~: - PLAN ~ R r IPE ~NLE' ~ z~` I PAdEMEN; - FR,~TECIIGN ~ T ~1F O~T~'H WIDTH AND LEN~oTH 7' F,T ~6~ -~---I---- _ ~ CARS
_ ~ ~ _ NATURAL I ~ u & ~ i_~RB ~ ~ ~ i j / a . ~ / i.. - FXL,~IN~ TERRAIN. e~ RIVE EXTENSION ~IT,N PR~JTE~TTI,IE T~ErrMENT SHALL .ti THEODORE D --I I I. : .9
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