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~ ~ ,_J~ r,,,,y~ ~ J" a 1. Viewer manholes .Host ire tl~~irtq (~Ol ar ~a~'e inches nave ul;`:Gie, unless in };eyed ~ ' x ar gY`aVel~ct ~i#'ec~S. t~'i1t1 :i~'1Utri° 1it1~ £T'c"tS5li1~ shauld b~ t;~l'`f11'~4' ~ °I'iC4t~i t7'1 C,clC~1 tilde ; w R
~ of the PEC rigtlt-c!i`,tit~ay, ~ i.7
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5~' NEUSE ~UF~'~ ~k ~ ~ hire hydrant, utility pedevt~lis, or any ot?3Lr ~i~i},~~ ~rol~ll~ t'~i it it~£~ s11~11 Hat be ~ ~
~~1 ~ r h^ i al,fp4VELi t~l1e{~[iy 1111Cie'1 CL1I'1[i3tt~~~IrS narwil~'iltl ~;itt.C]1 t ~ ?,l ie.tI OI't]5.£ i]l1ISiCi£ { I; , ' ti
f +:onciucloc. ~~11 ~md;:rgroLlll~~,facilites ~.llst i,e c,l~~li~i~ ~ { l,e.~u3'ill;;s the ~~vei~(rt c~~i`
V i # i ~ fE x i ~i 111 "a1 i1i~11c`1[1C£ w[.}1;Ci"ti. ttlls1l'4)~ 111L;i';4Efe tilt llsj~~1' l.;'P~-! ~l`l<tio}?t3133E1t~ ~jldt
Fails ~witi;u> file 1'i~il~-L~f=tail`' atthe ~'i:11i1~i~~ ~tcl~e ~tiu~ cuia~t~ Sao. 1'~G may ~
dP L~~ r ~1~tAliZ~ fills location tr~s ~u~ess lt~ rl~l~-~?T-tiw'~.y. . R, , ~ . -
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, 3, (~SH.~ fillin~l;lu~n erg ~ilpiller~t safe waning distances s11~ li be ma~ll~~lilleLl bt+R ~lltl ti ~ ; ,
A f C 1 ~ linccoilallcto,~sa~ad~nyconstructionoquiprnontai~el'at~il~'~~thint?ielrAllitSO~°the ~ ~,~`~~R `::,'~t
~ ~;1 PEC etiSelnEnt area. ~ ; ~ .
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~ f ~ a 3~ fir. ,~~1~F yi'aC~3i1g L1lthln the Il~~lt-0~ "41t3~' ti1Rt;1?iowv5 }~tt£C i;) ilotld ar i0 ca11,e £'i)Slilll I'~
ti ~ Q ~ i i ~ ~ ~ _,.I _ ~ ~ ara~nd ~n~~pc~le, to~,v4r, o~ ~tt7~Itl~r 7;~ ~,i~~ilii7atf c~ t'!'l3£~1=i~ v~iti~l3l thli'ty f lfii) ~~~t of ~ ~L ;
_m _ ~l any ~i=,~.' s~i~~c~re ~lr z~~cllc~r titi ~~il nni l~u ~il~~i~ ~~~f. I j1e Itiicilltjnci i~i,~~~ ~lli-clu-5a~ :,r , ; ,~1~~ ` -
' ' ~ gradlTi~ lill L'e li1 ~ loj`sl~l(1~ i, f hiL' ~~1iI.~ rE£ ll flail.,.. ~~'`'i11~£ !i'1 .,e I11il~lr l1f ~oL~lr, ,f .,1 , .
- ~ ~ ~ i ~ ¢ ~e~]~3illty 111 the th;i"~y faot r2(~Lllr2lllu?li, It l??,3f.:il;l ~ ~i~tf t f!i' ;?l~` ill'LC~1(`.1' Ell't~'~V1r~
( ~ I \ ,a' ~ ~ ~ y u`~ ~ i?1 he too class to l~a~?: tl:f~,uti,. fl ~1~liltit?n. wj<<lul~~ tai w~'l~c zlc tl3e; sil3le :ale I; , ~ . _ . i~ ~
d ~ ~ ~ 1, stI1.1C~lllte i~.1~ Q1V` 111C~1~~i"S ~t) ~ i1C~]I'!~ if 3 >>C L'Y~Jl'.Il 1ilE' T] gilt tai bV<l~ b~ isCTf ~11£l't
w~ll~~l LP: Il[3 £01111 i'o]77 tiL lcl~lel`,~ of the ,1i317i1111[.~~~ ~-1.11;, 11 ~i1~,5 CIC}~ ~1JI1C~1` DHA4VI~ rl°ti ~ y}lrres,Irrrvi~5
ll?2Lt'f]E llI'i3'~t15£C~ ~iilue ellilll:;C~ 1wl?1 C,rttiil 13111_ll2ti;~Cl' rtclLli]L~ t~l~liL;tt]5.~ I?W~,i.NECPCF(~ BY~ MI}A _
ei'.Ci ~ '~~i.~ ~ s ~ ~ y t l~~o~r1'£V~,T. S't'1oL1iLi 2ilk; I~tilal ell V~t1~1i~ zlt i4t1V ~13i1%i'l:t~tl.t a Ct)o~lli:~~1f Git~~1'3i1Gk BE51Ci~1~ f) w MDA
l I ~ ` ~ ~Tol)ie111, 1`t 171~z~ TB~llt'£ T~'~)i_d_~ulllEllt 0i i19Ll,tl~C~l~ ~rildGfLtCG~A~ily SIill~fillt l-~lcill~'£ L7o~.C~IGC~tE'k BY; MBA...
f ~ 1~ "°~o s ~ ~ - ~ut~~rould tie «t idle e~~e~s~, o~ the ot3rlaez;~!evc~~~r>_,
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4 1 °r r1 G, ?:7 ~ e < .n r~ 5. ~ol1~e ~f file slt~ ti 1 ~1 ~i~t 11 i,e t1 tll.ah~l2lil "~l~d ot~ tr r11TM ~}«a~lv } , • f'f#CsJECT hJa, ~oo~za?l.~~
s ~ ~ stocky%e~] tt1_~1~1 the ii i1t-: k ~~a~' ,t€~~lE~~ ~;L~~lstiit~„~io1 ~~~;tl~~wt~~y ~,~aflil trot
, r %I~x?~~£''1'21~V1t;1 ~~~.~5 t1LC'~',SSr3d41~(?.'lliii7lt.i1'cll't(u I£~1ilI~C1P£i1tS. , ~
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w„dt `4 _ i l ~ ~ Y. t \ _ - e PXC~t,t' 11 7C1~'\{inll'~l~le'~11t t:~l~tellte t' a£~t 1i 11~`3Ttii't} gilt? 11, i~, t1Cat t[li ;`te3'e ~ ~
~ 'I w1~ `IC1~LS~ ~T1Clol' Il1oitltk l1r111L ~ lettiilrlillei,t5. t iicif~ iS Uslk' ~ I ~trG£ 5~1(?1~1 c~ ~ d
x w1llll,'. ~il~~ ~ tliSe111t11`t 2iTcd ~'luds~ ~.~1'f£_t t'lE ~i i':f ck yl~~i<l~,!r, F'~1311 1'-l tI~ ~ ~ .a ~ ~
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_,~-._~.,w.r ~ 7, ~:t~.~ wvill lls~: re;~son~blr care to ~v~?i~l ~llv d:llll l«e ~l~ Sd1l~ £1'lcioacbme:nt during w Ca115t111t;t1Ql1, 11111it11~r.11[It't~e, fl~i£72~1t?Cl t7rl~ rPIl1~'G d~ t_l~'X~,~ lidi151111,S5~~li?, Ill"1~,, ~)llt ~
_ r` ~ ~ P:E v~ili llclt be liable far t~ c,~1~3~~o that naagtat occur dal ing porormanae of iu } ~ l
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S~lli~ Irl ~t~~~S~?1'1lt3r1i?il ,":i',~i ~~C~L. ; 5~~~~7'~,~:~1' r [SESIGNEG [~Y~ MDA
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~ 1. Sew?r n~ - tholes I~atlst tklirty (3(}) 01 Iuore ~~luhes ahnue t;'~e, ~;ltless 111 plve~ F - 1 + L { 1 ~ , - ~ '1. ~ tr7 ,k
~ - x ~ ~ . ! 01 g--- ~~~as. ~~7e a~wer l.I7G L1c ~~l,h ~~",tr1nC~ c~e~~ly ~r~~~r~:~:cl r~, Each slue ~ . - r ! ~ w~' ' ~ !L~ s,~~~;' trj +~3
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f f y n ~ , dire h is t1[ilit~ pedestals or an other aht~ve our~t~ f~oc ~ i~_ri~s shall Ilot be :tip' - ~ ~
- - i ~11~NG'd~i.~'iuil -l1nC~ei t; )nduetorsn~2#~~Ith117 ~::t~~.l. ~ u f::l:~.ile L1l1tSIC~2 ,~t)'~f4~i 1~ J'-ti~~'~'" ze , y ~ ~ # e,
~t'~onc~~lct~~. ,~11~ ull~l~,rwl~orr,~df~cilitlesnlusthp c~ti~a~l~ ~~f1~e~t"a_n~rt?7e svei~ht o~ ~ ,spry ;y- q~p _ 'f3~ ; ! t r ~ ~ ' T~ ~ ~
~ , t. ~ ~UVr~>~~IC~ SJ I":i~d~~ - `~~'~7 ~,r l~'~ 5; u7 I ~ - ~~'~,1~1c'tllla~I?.211CP 7>~~11itP.S. ~11ti rt11~1 ~1G~lll ~ltu V~~~~, 4LII~7 1~i{ii13~rI7-w,I~~ t~ln r j~ 1-~~ '1 'r'' °.ii~,~' i~l.l~hl~: P,!hf~ 1 0(~~~~1~~ ~n`~
1"alls ~ti-it~lin~~ ri~~t-cif-vvr~y° ~t nc~ ~~~1~ I~~ ~rav€ ~ca~-sic, ~I~;iy B Y ` ~
~~c,~ utll~,c; tl~s lcc~t.onto a~c~ss its t~oFwa . r' Sf1'N~US~` ~~~,~r~~,~ ~ ~ r
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tlSirlA, Ii1lt?I?nLl?ll ~ 1i11'~4i1C17~ ~s~iE. wL"1'Isli~~ d1st11~ttes ~ !1i7 iii ~c ITl~1111~it111~1i ~}G~;~~;t~ 1 l ~ A ti 1 ~
. r ! ~ line ~o11ci11cic>7~s ar7~. ~t7y ~ca;~strllctl~n ~~~uyln+ar7t a~~e~°~Iili]~ ti~~lillan thy: ~itn>ts of the _ ~ 'a. ~
~ PhC eas~~ent area., . , . ~ j ,

a , - L "c ? +1 i 4. Any ~1~l~1;, v~thln ~e ~ght~of way that allows ww~~er tc+ fond or to ~.~~Ea,~ e:c~s~c~n j
ear lz~ ~ ~+7~ o t wer ch i ~x .l'ii'~itetl, t"r~c~in~ ~~r~+'~~in'hil•t~ l ~3!~~ feet of ~r ~ ~ Y~ e, ~ ,oran_or_s~ c ~ ~ } ~ .
ally ~ FC titructure o~ rarl~hor will rlo~ tie al~~~>~~er~.. T`t7e ~lcll?a~lc? ~ati~e a,ul-de~~sa~ ~;°,r
~a~,~t~ ~~vt11 lie Ir: wlc~l~t>~n of the thlxty ~ cG ~;.a1t~a~1~, ~ ~..!e thel a ,ll~a~ some , . ~ t ; r`
~1~ xlhl Ilty in t17~, Ohl. t}~ Foot re~~n,r~111crit, rt ap~e.a~ s IA7at tfitu ~ rti ~lnc;llot~ and w>re , . W
~r~;ll 3e tc~o close to h~Lk r+Fclarb. elution. won~d be to relo~ ~ rte'17t tiin~ e le ~ ~ ~ _ .r . ~ , j
~ti~1~c~~•e ~~d ' ~~~ehprs to ~ ~p~t a or ~3~r,> the , h~;~ of w~v~,~w~~e~•e thorn ~ ~ ~ q , -
~yc~ttlcl Y~G 10 1,411_i~71 ~_~uz~, the, re ~ lti~v of >rhe sil~~l~t~t~e~c~1111 ll;~o ctocS ;lot ~~,~?e~~7•
t}I~t tkle ho~ns~~d ~r~de ctl~~l~~~ts will !~='~si~~ ~f~ ~les~~li ~1~;1~<~n~e ~ ~~111e1r~~,
°~I~~VUR'er, 5h~L1~ui the 1111i~1` 'lei ci~lt3l1~ E1C 1111 •i~i:1~ Ti.~1~Ct `l ~~01?i~Lli7tt11 f:~ii11"d.Lsz~:~
1•obtem it m`a.vrw ~~Ie~ r~~h]ac.ena;~rlt ~?f ~ st1 ~r~~t st~t.cture. sttuct~I1P ch~~ e % ~ r~®
~~lt v~lo~lltl he at Ehe ex ense of file o~y~~~ae.~l~leveln~ er. ~ ;

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StOCh~3t],ECi'a~itllli4h~ii~llt-ol-ti4~?vi:~?71~5~1`t~tls#ttlltll?I?iC~l~~~ll~sill;~,11T1(7t ~J~~ +~~,'1;~~'; ~ t~~""-1
intu~l.er,, rv7th ~ vC , av~,us~ a1,t3i~a1 ~1~~il7tel.,z.~r~a ~w~ItzA.~rt~ts. ~U P:ylSflt!1+~ t~~~,:~t~
6. Frees, shrubs, bushes, or hedges ~~r=anted ~v~tltn I~EC rights-of=way sha11 nit
ezCeed a maxl~um hel ht pftuv~~v~, 1?) feet: ht rrlattlri~°T and i11~v I7ot ir7ie~~~Ie
g ~ s, v~litlh PEC's access andl:~r rtsailtttnt~n~l: l~ga~l°~<nerats. Tal~r~; is ~~ti~r fl) tt~~;e shown 9 d ~
;~~ithirl the EC easement area. 'lease cc1•rec;t the i~~ee ;~a~~na,e ~'11~51 E-1 t4
iil~:?7tif wha# e nft~ee ~`~i;~ i~~ ~t~~f~t~~! wlt~~l~ the ri~;l~t®c+~-via p~ ~ 1
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cQrlF alf:t!t~sl, 111ii1i1 til l]Ce' QpQla6oa -md re-uaowd of its transmission l but
PE viii i -not he llable for an dam we that tniglit occur during tj1E; ,lerfc) manse n rAf- ! Q '
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~ -t---- r~ra~pwm~ I- u ~tl ~u~~rr~d dV > <=CW o u~4ouFao 0 1=111- ~Z~~Za¢ o~ o Illlifl
SIDE SLOPES a zrca or I- o oNwao~w •o? 4 1~I`I Ilf~/ ~ >oawo~"~ a II~III= ~r~~z~~~ar ~ oz U CARp,"~~T
WOVEN WIRE FABRIC 2 : I IMAX.I SILT FENCE GEOTEXTILE FABRIC aYV,~, 3w VIII=1l o:~nmmowwm~~ O ~O ~N 5~/ ~uwow a!~ ~ loll-III &~wwooxw`ow ~ ~ Q~ 1 ~
2' MIN. N~ v,~mxr=z W II-II~Iin.oxJOa:? o Q~ 0:'~FG +SIQ. wl-a Wpd=F W ~wWF. Nd Oprw ~ Q O ~ 2 1 J o:ZOttz rw W oww'~zwoaoY zC.) a ~I
-USE SILT FENCE ONLY WHEN DRAINAGE AREA s h FILL SLOPE ~o"'O°zwp Q rlr aa3axrc~~nua W °z `I rO fC~OQ aQZ (_i. O;w JrF-avlp~ ~ Q~' a ~ ~
ARASNOF CONCENTRATEDCFLOWND NEVER IN ~ ~ ~ . FOR REPAIR OF SILT A\\ A\\\\\~~ A~ A\ AV A\\\ ~ \ z FENCE FAILURES, USE wopo°oaa ~ Z ooa wardx
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL. ~ No. 57 WASHED STONE. m GARDE FOR ANCHOR WHEN SILT FENCE IS PROTECTING OI- NZa o ~ 2 fY~rw r a zw~z~'x - ~r~ azwwazv.w o I Cn ~ ~wr°~amcn ~ ip~wJV~uww I Q„~:.~
CATCH BASIN. STEEP CUT OR FILL SLOPE a~~~~a~Q ~ ~ ~j U m ,F .f z z"o~~a~~wa ~ ~ .,H ~
i 6°MIN C 4ER . 0 ° OVER SKIRT o~o~m~~~ ~ W o .e ,e ,n LL~o~~zw~z~ I ~''~~tiAEI p, P~~'~~ YO U wZ?o:~o:~= ~ W h~ ~ I.:I Woaa ~mw"'Q~zwoum ,~~FlIf111111111~`~~~
REVISIONS " DATE DESCRIPTION ANCHOR sKIRr As REVISIONS Zaroaw°w ~I w °acwi v~moQa ~ ~ ~ ~ ~ ~OZa wommaw°~o~
DIRECTED BY ENGINEER DATE DESCRIPTfON wa>o°r~m ~J L i~,l U ~ ~ w Omop ~~oowrwwam ~wmmsw~aaw ~ ~~~J o ~ : o ~ ~u xw rmarm z 10-3-06 w urroo vwim z fi ~ ° Wmwz am Ozo~,w~? DATE:
SIDE VIEW ~nzw ¢ wN ~~nraa ~ r 1 - es x l G'~~a wzorervaza CAFiRJfrWMS wow~w w _W u ~oaaxaww _ Wo`^d ¢ `^a~~'wv~ra
way or ¢o G: M ~Q' C?. Szp`" rHU'^aaw zz ~ I. DRAWN BY; Vlw=¢a~Wprza ~ •~~'-.~-.--.1 f-wu in~~^iW~w~c.~FN q
~avuxiw~wr]~a m W~ IW-,rnoaw`z-~ol~-ao w ~ b DWG. CHECKED BY: MDA p ~ ¢ u ,01 ()z ~~indwa~a
STANDARD TEMPORARY SIFT FENCE TEMPORARY DIVERSION DITCH z?? ~ ~ ~ ~ z: aMe~;~~~m ~i~' DESIGNED BY: MDA
DGN. CHECKED BY. MDA
SCALE;
PROJECT N0. 2006280,00
DESIGN ENTRANCE DEPTH ETO ~ ~
10 FT NOTES: MIN FLUTI ~ ~oTH 2:1 SLOPE (MAX) Fy- ~ N ~ 0-10 ofe 10 0.5 3 TZ W Z
50' MIN. L5 FT Io-20 cte 16 0.6 7 EL. LIP=SEE CHART ~ OUTLET PIPE N OR VEGETATED Y ~ w 3 °C 20->D ofe 2w o.T 7 3' Rad. . SWALE FROM ~ g ~ ~
BUT SUFFICIENT TO KEEP I. PUT SILT FENCE OR TREE PROTECTIDN FENCE UP d~ SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. NOTES: IB00 CU FT/ACRE ~ a,,~~~~~ FT Nh. dtNeNetone M teat. I \ ~ IN BYPASS AOX Z ~ V O ~ Q
ULJ Q 5 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT 2~ ~ p ~i MAX 3' WIDE 3' THICK LAYER OF w e57 STONE ON FILTER FABRIC ~ ~ ~ 'll ~ ~ j ~ ~ ~ ~
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- I. USE FOR DRAINAGE AREAS 12° MIN o 0 LNG OVER THE STONE, THEN THE TIRES OF THE NOT EXCEEDING 1 (ONE) ACRE. ~ o ~o t' 2 71 I~I ~ VI ~ O LL ~
2 -3" STONE TO BE USED 25' OR WIDTH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE EXISTING !SURGE STONE OR RAILROAD PROPOSED STREET, PUBLIC ROAD. 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING PREAUEA l Lp D F~iEBAY °5 @ 12" CONT. ~ ~ ~ y NU48 R FEET flEY~ cte KF! (jJ w
ROADWAY BALLAST) WHICHEVER IS ACCORDING TO TRIANGLE SPECIFICATIONS. ~R~SS S~~TIDN FABRIC 2 ss 25i.o as ~ xq ~ 48" ~ 0.`4" PERFORATED UNDERDRAIN W/ ~
GREATER. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE GOVERNING AUTHDRITY 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. ~ FILTER SOCK• OUTLET INTO DISSIPA70R SAD OR VEGETATED SWALE WITH
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY DVERFILL 6" RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL DESIGN FOR SETTLEMENT EROSION CONTROL MATTING 4 °5 CDNT. N
RESPONSIBILITY FORM. SETTLED C I" 10P - _ ~ n
MIN ~ I I-11-111= I' FREEBOARD _~III=III=111 L STABILIZE LEVEL SPREADER 4" UNDERDRAIN TO DAYLIGHT Iw- S Q WITH TEMPORARY SEEDING CROSS SECTION IN BYPASS CHANNEL Q
_ =11= I I-I I-ll=1 I_ AND EROSION CDNTROL MATTING ~
P~QN ~~lil"'i~l_ I nr n I nl~~_ 10 FT MIN b' 1.5 FT .LIT _ L5'0 0 ~ I-~ 2: I SIDE 2. FOREBAY LENGTH SHOULD BE FLARED ENO s2cTION NO GREATER THAN 2x THE WIDTH WITR ENERGY oISIPATaR IDO NOT USE 1N CONJUNCTIONS a ~ N M a ~ m n OJ
~I I~ o ~ ooh, I I ~ 5 FT ~ fr' op o° ° ~Ir SLOPE MAX WITH BYPASS BO%
MAX FIEL '-ll _ I ~ o$~`~°a moo ~I -I (y ~ °g~oo ~~~°oo GY _I UPSLOPE TDE N CLASS 'A'flIP-RAP FOREBAY I'TNICR SEE TABLE FOR AREA
N W CONSTRUCTION FILTER - g ~ - I: i SIDE SLOPE 35' MIN. 15' MIN. E 1- °~~~~o
EXISTING ROADWAY FABRIC ;III cbcbo~o _ MAX NATURAL 3 FT GROUND SIDE SLOPES
MIN 2 : I (MAX.)
~ / ~ 12" MIN. 6" MIN. /~~~~~~~A
'~~~i~~~~~~~. ~~~ryi~~~~~ ;~ii~~~i~~ii~~~;ii MAINTENANCE 6" WIDE CONCRETE LIP
~~~~~/i~/~~~ ~'~i~ i~~/i~~%~~~/, INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND AESTDRE TRAP TO ITS ORIGINAL 3'WIDE 3"THICK LAYER OF X57 SCONE ON FILTER FABRIC w ~ ~J
FABRIC UNDER STONE DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. ~ L m
REVISIONS (~T p~ REVISIONS CHECK THE STRUCTURE FOA DAMAGE FROM EROSION Ofl PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
DATE DESCRIPTION SEI, I I~IV DATE DESCRIPTION OF LS FT BELOW THE LOW POINT OF THE EMBANKMENT. 1MEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TD SLIGHTLY A80VE DE9GN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. ~ o PLAN VIEW U
STARiLRE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CON5IAUCT70N WITH SEEDING
~ v
CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT TRAP BEVEL SPREADER CROSS-SECTION ~ ~ E~ ~ ~
F: N
N U
a~~Z
C`~ ~~Z=~ ^~i ~ W 3 w
o vi ~ M 0
SEEDING SCHEDULE ~N ~Y
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) 3
DATE TYPE PLANTING RATE SEEDBED PREPARATION
AUG 15 - NOV I ......TALL FESCUE ..........................................300 LBS./ACRE CONSTRUCTION SEQUENCE NOV I- MAR I ......TALL FESCUE ........................300 LBS./ACRE I. Obtain gland-disturbing permit. Schedule o preconstruction conference with the L) CHISEL COMPACTER AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
& ABRUZZIRYE .........................................25 LBS./ACRE Environmental Engineer, Holly Spring @ [phone].
MAR I- APR 15 -.....TALL FESCUE ...........................................300 LBS./ACRE APR 15 -JUN 30 ....-HULLED COMMON BERMUDA ..............................25 LBS. / ACRE 2. Install gravel construction pad, temporary diversions, silt fence, sediment 2.1 RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
JUL I- AUG 15 ......TALL FESCUE AND -----------------•--------------------120 LBS. / ACRE basins or other measures as shown on the approved plan. Clear only as necessary to 3.) REMOVE ALL LOSE ROCK, R04TS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
BROWNTOP MILLET .................................35 LBS. / ACRE install these devices. Seed temporary diversions, berms and basins immediately after OR SORGHUM-SUDAN HYBRIDS 30 LBS. / ACRE construction.
4.1 APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL lSEE BELOW»1.
3. CaIlHolly Spring for an onsite inspection by the Environmental SLOPES (3:IT0 2:D Engineer to obtain a Certificate of Compliance.
MAR I- JUNE I SERICEA LESPEDEZA (SCARIFIED) ...................50 LBS./ACRE 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site. 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6J SEED ON A FRESHLY PREPARED DEEDBED AND COVER
(MAR I - APR 15) ADD TALL FESCUE ......................................120 LBS. /ACRE 5. Install storm sewer, if shown, and protecf inlets with block and gravel inlet (MAR I - JUN 30) OR ADD WEEPING LOUEGRASS .........................10 LBS. / ACRE controls, sediment traps or other approved measures as shown on the plan. Begin SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
(MAR i- JUN 30) OR ADD HULLED COMMON BERMUDAGRASS .............25 LBS/ ACRE construction, building, etc. 7.! MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
JUN I- SEP I TALL FESCUE AND .................._.............120 LBS./ACRE «**BROWNTOP MILLET ..................................35 LBS. / ACRE 6. Stabilize site as Dregs are brought up to finish grade with vegetation, paving, ditch 8.)INSPECT ALL DEEDED AREAS AND MAKE NECESSARY REPAIRS OR
***OR SORGHUM-SUDAN HYBRIDS 30 LBS. /ACRE linings, etc, Seed and mulch denuded areas within twenty-one (21) Boys of completion SEPT I - MAR I .....SERICEA LESPEDEZA (UNHULLED-UNSCARIfIED) --.-70 LBS. / ACRE of any phase of construction. RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
AND TALL FESCUE ....................._...__.._.......120 LBS. / ACRE STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES
(NOV I- MAR D ADD ABRUZZIRYE ......................................25 LBS./ACRE 7, When construction is complete and all areas are stabilized completely, call Holly Spring for an inspection by the Environmental Engineer, 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT
8, If site is approved, remove temporary diversions, silt fence, sediment basins, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL etc., and seed out or stabilize any resulting bare areas. All remaining permanent » APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. erosion control devices, such as velocity dissipators, should now be installed. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; ACRE IN CLAY SOILS)
OTHER SEEDING RATE COMBINATfONS ARE POSSIBLE. 9. When vegetotion has become established, call for a final site inspection by the Environmental Engineer, Holly Spring, Obtain a Certificate of Completion. FERTILIZER - 1,000 LBS. / ACRE 10-10-10 SUPERPHOSPHATE-500 LBS) /ACRE - 20% ANALYSIS
MULCH - 2 TONS /ACRE -SMALL GRAIN STRAW ANOTHER -ASPHALT EMULSION D 300 GALS./ ACRE J
***TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. Q
W
TEMPaSEEDING SCHEDULE CONSTRICTION SCNEDU~E TEMPO SEEDBED PREPARATION 0
DRAWING NO.
D-6

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Z
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~ NOTES: F` ~ m 4. V P
N ' ~ ~C °C ~o ~ p ~ NN10Z P
N ~ ~ W1 FT. rr * THIS PRECAST ENDwALL NIAY BE USEa FAR THE FpLLpWING ~ ~ ~ T- ~1..,{ ~ { ~ D 6 H Q C7 . W N •~~W STEEL POST ~ ,.V~..Y
rn ~ STANbAAbS: a36.~1, 638.27, 638.33 AND 638.39. lL J ~ W NZ~•:~
~ ~ INSTALL PRECAST ENDWALLS LEITH IiINti$ AND PAY ~ {!3 EARTH BERM W W N ~ Z ><=m~~
_ ~ ~ m F4R IN AGCORQANGE WITH SPECIFICATION SECTION B3a. W Q ~ ~ _ 1_pn 1s „ USE 40pp PSI CONCRETE. ~ C'3 o n,,,, '
_ ~ ~ ~ 0 * PROVIDE ALL AEINFflRCING STEEL W~iICH NEETS ASTN4 AS1 a 1'" ~ ~H-o~-n ~w Z Da~m3
• ~y C7 N ,t FqR pRADE 6p AND YIELDED WIRE FABRIC COI+JFpR1~INp ~ W ~ J W a~°'0'3 BOTTOM ANCHORED WITH STAPLES
~ _ ~ ~ ~ `~r! ~ TO ASTN A16a 1EITH NIN. CLEARANCE. ~ ~ ~ . ~ -I y,, Q tla ~
f c~ ~ * PLACE LIFT HALES OR PINS IN ACCpRDANCE YVITH ~ . ~
-C ~ H2 H2 OSHA STAB 1926.7fl4. F' ~ ~ ~ * a~
G~ CSlRCP PIPE TO BE GROUTED INTD HEADWALL AT J~ SITE BY ~ W d Z H1 H1 ~ CONTRACTOR ~
``??1?1111111/1/jZ'
* ALL ELEN~MS PRECAST TO MEET A5T~1 0913. * ~1(~ CAROB
~ YR:LDED WIRE FABRIC NAY BE SUBSTIMED FflA REBAA _ „ _ _ _ _ 1, O" AS LONG A9 THE SAME AREA DF STEEL I$ PROVIDED.
* CHANFEA ALL C~iNERS 1" OR HAVE A RADIUS OF 1". O SEDIMENT PIT ~`~O~`•S~• NOTES= O - F
; .I - ~ 2 14 - 1. DRIVE STEEL FENCE POST AT ~ 1 '
~ ~ 6" fl.C. TYP. s„ 8" O.G.{TYP.) LEAST 18' INTO SOIIp GROUND. JUTE NETTING ~ ~ ~ _ ~
~ ? ~ REFER T4 GHART T1 REFER TO CHART ~ ' •,,N EQ`~'w 2. WOOD POST ARE NOT ACCEPTABLE. G~ NT'•'~ ~ ,~~cyq~`..D, P
p ~ ~ SIZE FOR 6AA SIZE ~ ap ~ m NpTE+r THE NININUN BAR SIZE $HA1.L BE #5 BARS ~ J `~/~1/1 n l I n???~~
~ ~ AT 6 CTS.THE CONTRACTflR WILL HAYE THE pPTION ~ ~ ELEVATION To ~ OPTONAL SKIMMER JUTE SUPPORTED WITH TOP WIRE
~I ~E INCREASE THIS BAR SIZE AS NEEQED. ° ~m~ z ~ r o (SEE DETAIL BETWEEN STEEL POSTS 04000.181 DATE; 10-3-06
H ~ c~
r VI ~ ~ i~ rn ~ = H ~ ' DRAWN BY: CAFiRJFiWMS PERSPECTIVE VIEW
~ W w DWG. CHECKED BY: MDA
ENQI~IALL DT~ENSIt?NS *t d ~ N DESIGNED BY: MDA
~ W2 FT.} W a FT. NINII~LBE NIN.JNAX. NIN.INA~. NIN.INAX. NIN.fNAK. NIN.I(. ~ DETAIL No. DGN, CHECKED BY: MDA
STANDARD SKIMMER FILTER BASIN
_ Z' ~ H1 FT. H2 F't. D Fl'. i#1 W2 ~ ~ ao ~ .z_„_.____ PIPE DIR. BAR SIZE { } ~ } ( ) W r. EFFECrt EFFECTIVE=09/08/05 04000.03 $~pLE;
~ f " 1. 2. 2. .7 1.2 1. ,,i ~ v : ~ #v ~ s 25! {I4 04 f 3 5 5 f 75 3 0413.7b 5.50 ~ o~ PROJECT N0. 20062,00
~ I ~ ~ ~ rn ~ 1.25 8 1.25J2.OD 3.UOJ3.75 1.25/2.00 3.50J3.75 .50j6.75 ~ ~ _
SKIMMER DETAIL JUTE NETTING fTYPICAU
-a ~ 1.50 #5 ~ S'r 2.OD 3.DOJ4.25 1.50j2.50 .75 6.50J6.75 I- ~m~, t tr N RETRIEVAL (SEE DETAIL 04000.18) fSEE SHEET 1) PROTECT WEIR WITH FI ~ ROPE
~ 2.fl #5 la 8 1.50}2.5 OOJ4.l5 1.75 4,00!4.25 7.51]!8,25 .r 171mH tr FABRIC AND RIP-RAP
~ D 2,5 #5 ~ 8 2,50!3,50 4,001 2,0013,00 4,5415.50 10,00111,50 tt~ ~ w ~ N Z
H J a 3,0 ~ 8" 3.00}3.5 ,0018.00 2.7 5,2515.75 11.511111.75 J ~ tp''' ~ I a ~Z FILTER FABRIC Z N ~ N
~ ~ ;1 rr ~ H W i- Z W SNL ~ W ~ ~
~ C7 3.5 #5 ~ 8 14.50 6.0416.75 8.2513.50 .75 12.Q0113.25 ~ W ~ (n ~ U Q w
r ~ t~ rr W ~ 4.0 8 3.54}4,54 6,5017.00 3.2513.50 6,5010.75 .00113.25 ~ ~ r 0. c H 5'X3'X18' Q ~ p V ~ g
m PLAN ~ rr ~ ~ #5 ~ 8 4.4415.fl0 6.5418.50 3.2514.00 7.U419.2a 13.50 u. n NOTES 6' STONE APRON N ~ ~ LL
5.0 #5 ~ 4. 7. 3. 7. b 13. .73 1 0 p 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE1 ACRES. WEIR DETAIL W OF ~ N
2. EARTH BERM SHALL BE STABILIZED W/SEEDING ACCORDING ~
5.5 #5 6 8" 4.50/5.00 7.50/8.50 3.2514.E 7.25/9.25 14,0011b.75 ` TO TOWN SPEC [FICATIONS.
6.0 #5 0 8'r 4.50}5.00 7.5018.5t~ 3.2514.x0 7.75}9.25 14.75118.75 LINE WEIR WITH RIP-RAP
DESIGN OF SPILLWAYS p
SHEET 1 OF 1 SHEET 1 OF 1 DRAINAGE AREA WEIR LENGTH 1 H $ Q tD
tACRES) (FT1 ~ -~-DA'y-- p 1 4.0
¦ ~ 2 6.0 3 8.0 ~'a~ Z N M et V,7 m n~
4 10.0 DITCH AND BURY FILTER FABRIC EDGE
5 12.0 FILTER FABAI 1 (MIN, l2° OF FABRIC)
MAINTENANCE INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT ND
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE TH SEDIMENT THAT IS REMOVED IN A pES]GNATEO DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING,
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH Of THE SPILLWAY TO ENSURE IT IS A MINIMU OF 1.5
FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPiLLWRY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS AROVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
DETAIL N0. ~ `r , O
STANDARD SKIMMER FILTER BASIN y
30" INLET PIPE 15" INLET P1PE EFF~ EFFECTIVE 09/08/05 04000.03
~ U
44" y.{n ~
24" 24" ~ ~ ~~N
~U
4 ~ C'~1 a v~ ~ z
~t G C'~ ~ oZ=~ SCREEN ACCESSIBLE THROUGH DOOR ~ ~ ~ ~ W VENT WQ ~ ~ t!1
NOTES M O
12" 13" SKIMMER IS TO BE A SURFACE ~ ~ tV pEWATERING DEVICE SUCH AS BMP W
20" I 18" I 12" 13" SKIMMER OR APPROVED DEVICE. Q
- 24" (M1NJ 24 (MINJ
~ " 12" 12" LF, 8 PVC 8 LF, 6 PVC
@ 0.50°~ (MINJ TO @ 1.0~ (MINJ TO LEl/EL SPREADER LEVEL SPREADER V
FLOAT
INV. (BOX/ =252.00 SAWCtJT WEIR OPENING INTO INV. (BOX/ =250.50 SAWCL>T WEIR OPENING INTO
„ PRECAST CONCRETE 80X. " PRECAST CONCRETE 80X. FLEXIBLE JOINT (RADIATOR HOSE)
12 M/N (SAWCUT TO i2 MIN (SAWCUT TO TOP OF BOJQ TOP OF BOX/
OUTLET END+ CONNECTION TO OUTLET PIPE OR RISE BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
NOTE: ALL DIMENSIONS ARE FROM NOTE: ALL DIMENSIONS ARE FROM
THE INSIDE OF THE BOX. THE INSIDE OF THE BOX.
DETAIL N0.
STANDARD SKIMMER DETAIL
4'-0' MIN EFFECTIVE 07/01/04 04000.18 -
J
WHITE ON GREEN
12' REFLECTORIZED
FUTURE R0~ EXT NSION D INFORMATIONAL SIGN W
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTI~1 BY THE TOIIM Q ~ MAKE FOREST.
EROSION ANb SEDIMENTATION CONTROL DATE
DATE
I ION DATE
DETAIL FOR SIGN AT END
OF W. HOLDING AVENUE
DRAWING NO. a-7

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