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HomeMy WebLinkAbout20030093 Ver 1_Site Plan_20070831 _ _.~.~.....d_~ __..__..~~....,.,.__._......ww.._.,..e~..._.~ _._______......._..a_......,_.,._...._.~~__r.._~.a 1 ~ , i I 1 STONE IS Tp 8E MAI AWED !N A UQNDITlON A$ TU PREVENT 1 ~ ~ ; ~c~~~1 MUD ~RACNIN, FROM TIRE., B ` s CONSTRL~nON iRAFflC ~ t ,,,2 i ~ 9cf, ~ ~ ~t~_%' lF.'1'EF FABRIC _ i ~'o r,. I S TE ~~~s M1"" ~,,'.P.. FAP r.- _ , ~ ~ ~ A ~ I 1 , - - I i ~ --Vti'ETLAND 30UNDARi - ' CB~~v~,4_, \ \ \ VI INITY MAP TOT4t_ aREa =0. ~ 3 aC !NFACTED 4REA =U 09 AC+ ~~r/ ~ ~ V ~ ~1 v~ I , - STONE SIZE ASTM D448 (t-t!2' 3-1j2" DA ' ~ - Pqp IS 50' TD t00' LENGTH OF 6" MIN GEPTH gv I \ ~ i~ i 2' MIN. WIDTH - tF NECESSARr, DRESS WITH gCtDITIONAL STONE AS ~ s1 - ~ NEEDED <J a1 95~ - ~ ` ~ \ l % t . - l ~QNSTRUCTION EXIT _ _ - ~5" CIAi' ~ l r ~ ~ ~ Lr N.T.S. - Q O y' - , ~ 1 /n S is ~ _ - EDiMENT cry; E ~ ~ > r - ~ ~ - r > , - _ \ ~ ~ ; - - _ , 4 i _ _ , f~z ~ , - ~ , ` ~ „ , _ .r . A i i ~ ~ ~ - A`, ~p,_ STEEL FENCE POST - ~ ~ ( ~ ~ Z fl~l - ~ - r ~~t, ,~...V~~~~ ~ ~ A 9' nc. Max. ..y ; ~ \ ~~w Pvc i,N~ ~ <'6~~ ~ ~ ~ ~ ~ ~fie~r- _ + ~ ~ ~ ~ ~ FILTER TaBRIC --__~__r_... _ _ , ~ ~ '.P .Ot 6° 1 OI G WITH WIRE MESH '~.rn 15" CLAD ~ ~ ~ ~ ~ ~ EiAC>iINC, i \ ~ ~ , FLOW I ~ _ ~ , 7 ' ~ a. ~ i ~ % ~ t ?11N B° GRAVEL FILL ~ - ~ I A + v. , ~ • '~P- 148.35 1 ~ .r. ~ 4, iNV 3t~5,t0 ~ --k' - ate, F • , 8OT74M OE FENCE AND--' ~ .a ~iN 1~; BE FlT F R T ~j ~,N~"' ~ ! T; -~''.i ~ L ER AB !C 0 BE _ MA., SRI BURIED IN ExrgvATEO 8" i8" --y,-t ~ t~ ,F -~ni., ;;ABIUZEU TRENCH v ~~i,.. / \ - _ . . ~ .1 ~ POST TO BE DRPJEN _ ~ „ 4• 18" BELOW GRADE _ ~ JTI~%;k,PiLE ',c ~ 1 _ 3 ~ _ ~~C. , ---CONSTRUI,TIQN LIM1T5 ~ FILL ~1ATER(A,- F~0 ~ ' - fl 4 SILT FENCE DETALL ~ t--~~ - ~p2 Nrs r t ~y~ cLAY ~ i~ rr 1.-.'- ~1- ~1 _ - ~ ~v,Y ~ ti ~ \ ; , TOP 3 t 2 ~ 5~0 ~ ~ ~ ~r iNv 3123.?0 ' ,~.I ~ ~ \ 'riP 3t 55 4~~ -1 INt; i l 4(t ~ ~ ( 1~ ~J 1 ` ~ ~ ~ ~ ~ ~ - .i t. y < i ~ \ , ~ - ,S ~f, , _ .a •w. , ,a ~ ~A ~ - _ t _ t - - / \r~ ~ ~ ~ S ~Q~y. loi ~ ~ S ~Qa ~ CB=S3 t'O6'E CD=7.9t' f~ , _ ~ _ L= 7.91' - _ ~i b ~ ~ T MP RY I I N WA ~ 1 - n, , _ V N T.s S 3,~ ~ ~ h I _ a ~ ~ ~ 9 \ , - _ - 0~ ~ ` \ 1 r _ > + - ~ ~ ~ i WAT>c ~ ~ i C .-7 `1 ~ ~ o , ~ ~ :w r t:~ ~ \ Q- ;1 A ~ ,-•y h r~ ~ . ;P ~ ,~b ~1 ~ ~ . l -1 i.. -l ~ ~ G tie ~ t 2' twCx - f /5 WASNED STONE 5' 4W - - I" \l t~~` ~ ~ r' , ~ 1 A S^ ~J ~ E ~ C~~`f t 5' - h. i r,,r ~ / ~ QP I 1806 cu ft., n - - - ~ y.,,-., P ,WEF~~M Al~1y y~l.., ~7., S ANA. I r',r. D - ~.l e r - v§. _.Y. (,i RIP RAP ~ _ I td' RISER At+C B4RREl FILTER FABRIC ,ROSS SECTION DESIGN TOP ED fan ~rnE~M • 1r~ER ~,f~~LL SSE REEF 'ti_'~.8~~~. FAR Ati'I ;NF ~I TE~~ uP~,~~N ~~E~wE.~~ ~~r~i:~ DuRlvl_, ~ ~ ~ TN 'C`~;~N, Ati~; ~EPAIK HNY :UCH DAti1„i;E s t u , z ~ str~, ~ t V J;'j FM.L IFlLTER +~"~`,i'',,~~. SLOPE AIAk ENERGENC* B~-PASS t:t SIDE 6' BELOW SFTT!ED FABRIC SLOPE 1N% tOP OF pW NATIAtAI GROUND _ W__.._.____ -t8' RISER AND BARREL SEDIMENT TRAP N.TS ,ter TRAP D W ~ L A N0. DEPTH fT WIDTM fT LENGTH F7 ROCh. DAM FT - 4 14 27 12' USE 18" RISER ANO BAFREL AND FILL i;ALCULATIONS ~:~'~_~T= 481.' 4 CU.YD~ _ _ = 5,22.36 CU YD X = 6,266.83 CU.'rG. irr~?~~t~i~r "~;:=)ED 5,785.69 ~~'J ~D. ~~~~'w 'f N GA ~i~+i A ~ jai i ~ QFES9t~''•, ~i ,,iR Q ~ > RI . ';.r~a ~r ; r` = r- ~a : dr. ,des ~ , fi ~ ~ c...~^" ''~f1i1!!!~l~~ DRAWN BY. ,G. F,0 APPROVED BY CHD REVISIONS oB_zz_oz 09_27_02. o,_o,_o, Atlantic Plan Engineering Corp. Corp. s~ ~A,E PRELIMINARY GRADING PROJECT WINKLER Sf4, NO. DATE: 05-09-02 Pea. No. P.O. BOX 1691 owc. NO, owc HICKORY, N.C. 28603 e-mail atlplan@conninc.com minc.com PHONE: (828) 327-2621 FAX: (828) 327-0931 '-0931 HOONE, WATAUGA COUNTY, NORTH CAROLINA _ _ 1 ~ s ~ ~ ~ ; J ~ j Su SG 100 15~ STONE IS TO BE MAINTAINED - ,os IN A CONDRION AS TO PREVENT MUD TRACKING FROM TIRES B} ~ ~ _ U5 ~ ~ ~ ~ CONSTRUCTION TRAFFIC. ~ yfi ~ ~ _ b ~ i ~ l ~ H ~ ~ SITE ~ ~~es c. GECTExTILE RLTER FAHRIC ~N,TALLED UNDER PoP-RAF ~ \ ~E i ~ ~ Fti. r ` 1 ` } - ~ ~ I I _g,1,,,6 4~. ~ ~ ~ VICiNITY_ f~AP ---WET~ANG BOUNDAR'r ~ ~ TOTA'~ AF'EA =0.13 AC ~~p ~ \ ~ N.T.S. ~ / ~ c- ~ ~ ~ INPP TES AREA =0.09 AC, " ~ ~ - STONE SIZE ASTM Dk48 ?~-1 J2' - 3-1~2' DlA' f/ ~ - PAp IS SO' TO t00' LENGTH Of 5" MIN DEPTH 8Y _r--r~ 12~ MIN. WIDTH F 0, ~ - IF NECESSARY, DRESS WITH ADDITIONAL STONE AS v NEEDED Il 1 r 95.74 _ ~ Y y Z _ ~ ~ of ~ V ~i ~ ~ v, ! w:~ C9NSTRUCTION EXIT cLAr W - r SEDIMENT FENCE--- _ - ~ o _ _ _ _ - N S ~ ~ , _ ~ _y ~ \ ~ ;W r _ _ ~ •fj ~ ~G x ~ t v_ _ ~ / f~ / ~ . r ~~OODwA~~~ ~ ~ _ ~ ~ ~ 0 ~ ~ y - _ - _ 1 - •.r ~ , . - . ~ ~ ~ ~ p ~ ~ 1 ~ _ _ . - ~ ~_MITNE~~AN / r ^ \ ~ ~P ~ _ _ - / ~ . z ~ r ~ _ ~ ~ STEEL FENCE POST _ \ ~ ~ B' O.C. MAN. \ F~ I I ~ - 'UN~T~+ TGN ~'v'RpN~'E,E.x;, ~ ~ / '4 FLTER FABRIC 2'_B" - r- ~ \ / i WITH WIRE MESH ~ ~ ~ `"'`J,~'~ry. ~ BACM,ING A A ~ ~ - ~t~ ~ - 0. - ~ ~ ~ ~ - v, MIN 8" GRA'JEL FILL--~ ti~ / r" ~ _ / ~ TbP. 148.35 ~ T _ _ ~ a ~ -a _ _ , _ i. i l~, AREA T~) 6E 80TTOM Of FENCE AND-- ~ ~ ` o ~ ~ - ~ }6,.:;LAY ~ I y_., GRADEu AF'ER MA„i)RIT`, FILTER FABRIC TG BE ~ ~ ~ ~ ~ BURIED IN ExCAVnTEO b~ IB. ~ ~1F AREA TF.BilJZ~D ~ E ~ TR NfH ~ ~ _ , _ ' Jy• FOSi TG BE DRIVEN ~ ~ rl,:,, _ t ~.3f6,AC. -r < ~ ~ 1 IB" 9EtOw RAGE ~ b- f _~Tl _>a LL ',"'F ~ ~i f Fill. MnJERIA'. , r ~ / r . i x . ~ , ~ \ ~ ~ ~ _ SILT_ FENCE DETAIL. ~ ° / NT~~ ~-p << ~ TOP 3 t 27.50 I ~ ~ ~ ~ tN+1 3i 23.20 ~ ~ ' i-. ~ . , 1 ~-l ~ < I , i- ~ ~ ~ ~ ~ _ . ~ \ l~. i y!~ ~ ~ \y- ~ _ a nw ~r.~ ti_ ~ ~ ~ ' 1. u I ~ / ~ i Y ~ ~1 ~ ~ \ G.`J _ G'' l 1. . /r' `j ~ ~ aQ y- 1_; y- 1 ~ CB=S3~'06'E ;r ~ CD=~ 9t' • ~ ~ \ ~ . _fEMP~,RHr~~,Y._~i`~~f~Sl!~N _SW,A':__ ~ l \ i^ ~ ~ 0 ~y, e~ o-, ~ _ _ r ~ N1 ° ~ ~ ~ ~ h~ ~ / a , , , ~ ~ \ ~ a~ ~ ~P~ ~ ~ ~ ~ ~ . . ' i ~ \ , ,P~ P~ ,H,~, P Q' f I\ i w „r . ~ r , _..L_.. r 12Klfi ~ H ~ ~ , ~ ~ z~,~w~n I I II ~ ~ G i ti i. e RiP RAP ' •`~icG 0.k,. l.N:'VFI .~Ff C~pif. GE`.wN _ _ _ wt~,.~ ~ , ~E~ ~At. ,k ^v.R1_~ Are, E~E~ r _ >EPT~EG ~ 4 ~ ~ t F [uFtl~ Id1r 1 'L. ~ ~ .~ti Tk' _TIiJN, ANA _~'AI!-' ~ . , ' ~~N1,1~ x _ . - - ir:E 5 i I DF M4 Mh~t i :uER;E.NC~ tit -Raj,--. ~ f4:~ fILfLR f ~,~_ti 4' BEIJw SEnIEG ~ 3'~ ai uq, / MAN s'RC,UNC _ T- _ _ _ „1 . . - fl RbER AND ES4RREt _S~IM NT _TRRF~_ N.TS ~ _I_ _ PRAF D rV A ~ rn ~ i~,~~.r. i. a ~rw LOAM F~, I DEF'r~ F' ~ " + J - , ~ - .J__.__. _ ~ ~~,F I~° RiSEF ANn BAPRFI V`~T AND FILL CAL!~UL4r'nN ~'~.i?= 481 14 CU r0 FsLL= 5.22<.36 :U ~~G X 6, Fr I~ ~iN~t~r~ri/ ~dEEDED %85.69 ~ r7. 4T N "4 ~~~jr c r •'~pt; SS'-~j' rq rr a ~ .',.aP ti7 i . av~ ' dr. ~ ~ Che~r_~es . h F i h P;~. ~ . ~ , :,,h "~~`Ys~~ ~a=~~1~~ t S--a NO RE,i, -)R--22-02, 09-27-02, 01-03-03 Atlantic an Engineering of DRAWN Br Mi , E6 aRPRUvEQ BY c;HD n Corp. P.O. BOX 1691 ATE '.;5 09-G2 pp") vn HICKORY, N.C. 28603 e-mail atlplan@conninc.c PRELIMINARY GRADING WINKLER &conninc.com PHONE: (828) 327-2621 FAX: (828) 327-0931 327-0931 )NE, WATAUGA COUNTY, NORTH CAROLINA n 1~ J' ~ ~ t % I / J ~ ~ r ~ ~ v- o 5?~NVE S TO 6f MAINTaINEG ire a ~riNpiTtON 0.S T('. PREvEN? - ~ ~ MUO TFACk~Nt~ ARUM 11WFS 8r ~ _ _ _ r~ •c*k n- ~ r F i~ _~r•_ uL un ~ eA~ F , _ ~ 05 ! ~ US NWr 1~. ~ f r ~ ~ ~ 2 ~~.EgTE x?iLE ~4TEF FAH?u: - - - 0 N~,;aLIED U!~DE" k:P RAF' i - ~ y,.~ ~ ~ SITE op "0°CES ~ i ~ ~ ~ `Rf' I ~ ~ ~ ~^f fk ~ ~J ,oG f ~ ~ I _ ~ , _ a WE?'L..:r,~, E'':'I:NCAR, I _ _ a5~ ~ / ~ VICINITY MAP b ~,)~r~ aFF~ =G i~ ac 1 - ~~~-x 1 ~ ~ I ~ \ i \ N.T.S 1 - i' ~ - jTUNE SIZE AS7M D448 (t-~/,' - 3-tj2~~ GIA~ ~ \ ~ - PAD IS Sfr TO X00 LENr,.TH pF 5 Mlt~ DEPru 6` I i - ~ 12' MIN. WIDTH -1-"" - 6 NECESSAPv, DRESS wlT., a051T~ONai_ STCwF a~ _ - - ~ .y- _ • ~'oo'~ E - ' ' - _ _ r NEEDED ~ - n, 8 ~ 74 - , " r _ Z "2 w. ~ i " ~ ~ ~ ~ CONSTRUCTIQN EXIT _ - ~ N T . i - ; = ~ r U+ D y~-_ - - ~ V ~ _ _ - ~ _ . . ~"N , p _ t- , _ { P Q - - - - - X, ~ ~ . - ~ _ , - - ~ A , r, ~ ~ - _ \ ~ _ ~ f _ -y~ _ 1 '~~..r _ , ~ ~ ~0 ~ _ _ - _ _ _ ~ \ c~~ _..-_T _ _ - - ~ r . ~ \ P S?EEl FENCE PU,T 8' 0 C MA% ~ I . t .,,t \ ; :7 ~ 2.1 J _ J` ~ ~ , FINER FABRr ;'_S. ~ l i WfTH WIRE MESH ~ ~ 9ACkIN; ~ ~ ~ I FLOW ~ •-,-a„ ~ I s ~ • ~ ~ G i , ~ / i 'I MIN 8" GkAVFL FILL ~ ~ ~ ` ~ ~ / ~ ~ ~ rF , ~ _ ~ i •v TAP- 14$.35 - o• ~ ~ ' ~4. IN'J 3t 5.,10 ~ ~°o ~ A l c -1 ARGA T'; BE -J BUTTON ~F FENCE AND-- ~ ,E~',^EC Ar~EP MAJORiTr - ~V ~ ~ ~ F1UER FABPI~ TG 8E _ ~ - ~ t i' euRiEC IN EXCAVATED ~ te" _e~.e~~ ~~F AREA + ~ `TP,B1LiZE0 I TRENCH ~ ' G' ~ ~ ~ ~ ~ - - ~ ~ ~ PUSr ru BE DRIVEN 'S t9" 9ELUw GPADE ~`r- ~~T(1~KPILE OE ~ ~ ~ _ ~ ",--L , ~ -rnNSTR!JfildN UMIT~ - i'y-, FIt L ~AA7ERIAL ti / T_, , SILT FENCE _DETAIL N~_ cr ~ Ji ~ ~ / ; / ' i ~d~~-, ~ ~ ~ INV 3t23.zU ~ ti J r~~ /1 ` t _ _ INV _ \ , ~ - ~ . l~ ~ i _ ' q_ _ ~ ( ~ ~ d+ +r , S , A FLOW ~ 1 r ' ~ T~ I ~ U/ ~ - A - A. a _ _ ~ r, _ 1 ~ 1 f _ , ~ ~ BERM ~ ~ 1~ / . / ^ ~ ~ v ~ ~ ~ ,.r; ~ ~ '1 i L~. ~ r ~ ~ F ~ _ t ~ ,C ; ~ C8=S31'06'E \ ~ ~ > ' rp-7 9t. ~ ~~L, ~ ? 9,. " > TEMPORAR'r Di'~IERSiON SWALE k NT$ ~ ~ti V S ,t ' V MJ, - { " > ~ f- , V ~C Gy. ~ Z-. i ~ ~ ~ y ~ ~ '~1.~ ~ ~ _ ~~N i 6 _ ~ . , ~ ~ o ~ ~ d ~~'u I ,S % j I ~ ~ , ~ ~ ~ ~ i~ET ~ ~ i , ~ UR~in SfC ~N l~ r ~ ~ ~ ~~~~1 r _ 12' TMCK-' ~ ~ ~5 w~SNED SfOnE 9 uw ( - 1.5 r`-1 j-- I F -~`3-I3`-3-L _ _ - r800 cu R.! a i r i I I Y? Is wo- ,t _ .~A ~ ~ i~ ~ ~~+2 RIF kAP r8' RFSER AND BARREL FILTER FAgRiC ,ROSS SECTION DEAGN ~ C pp SETTLED ~ A OYFfq.l 6' E . ~ LLi'JF ~ '_L~aL.I-.. EiE REEF ~.ii~51U~`- r ~~P ANr fOR SETTLE4EM TnP ~ ,M~^,rE INr,:C?rD U~Srv SEWER ~hNE~ DURINS _ ~ ~ IrV ?G; r~~I~:. ~~NC~ ~''~_~'AP r~i~~~ ~~IiL,H ~ 1~~A(_ F \ I ~ i i 2 LOE / 5 , y~ ~ ~ _ SL'J7E MA% ~FIIL FlLTER~ ~ EMERGEMCt ~'-Pti55 - ~ 6" EElOM' SEIiIED FABPoC - - _ SLOPE wax. TDP OE 6W . 3 rUTURN. NRJ. fkOUND L,.____~____.__ .r_-_. W l-i8' RISEk AND EuRREL SEDIMENT TRAP N Ts TRAPi ~ D W l A i N0 Df.PTH FT WIDTH FT LENGTH F? R(KN DAM FT _.__.._L_-4 27 ~ t2'~ • USE t8" RISER AND BANREI atiG i=1'~_~ CALCULATIONS ~~_L- _ _ _ ,I~illitittt~ ~ ri C4 A a~ ~i .aa i , ~i .•'QFf.Sg~~ ~i P .'„4 ti7 ~i ' ~ ~ C s ' ~avf ' , Jr. , ~ r~ 1` ` P,~. F • - ,a ~!!l~~lip}I~ kEVIS10NS: 09-27-02, 01-03-03 p r APPROVED BY: CHO E _ DRAWN BY MG, Atlantic Plan Engineering Ol g Corp. sH..~,ME PRELIMINARY GRADING ~PROJEC, WINKLER sHr No DATE. 05-09-02 PROJ. NO. P.O. BOX 1691 HICKORY, N.C. 28603 e-mail atlplan®conninc.cc conninc. com ~rLN - - - - PHONE: 828 327-2621 FAX: 828 327-0931 127-0931 BOONE, WATAUGA COUNTY, NORTH CAROLINA ~ ~ . i /r J i ~ r / 1~. r'~ i i ~ f ti~ i _ . - ` i~ 1 + MU!. 'sr.~ j ~ ~ - - Hvf~ 105 A \ ~ US _ ~ ,~f \ G ~t / I - ~ I; / ~ " ~ ~ fps N ~ F*fc~i 1~ ER c fsul~ _ - - _ - I 4'F, 1r,i~E R R,{: r:AF. ~ ~ SITE ' n °°~~s - A ~~F ~R~£k V ~ f 1 I II AG I i J ~ i + ~ ;B=~z~ a`.~' ~ ~ ~ VICINITY I~AP ~ ~ - ; U=~ ~ ~ ?C' ~ ~ N.T.S. tvPn~~~' vr~~ J9 AC I! ~ 1 -i t° ~ \ 1 . ~ ' - ,_I - STGNE SIZE A`$iM Ua~r) - a I ~ 4 _ ~ \ ~ i 4 V ~ PAD 15 50' rf 1~) ;r, c F ~~ti SFr ~ ~ ~ - r. !2' MIN- wlDin 1--- ~SCC~ E .r-- 1,~ ~ - ~F rdE~ES~,AR~ [~PES~~ wlT~ a b~ ,~7^+a~~ ,rttraE a: , ~ _ - _ ~ - _ ~ __k NEEDEG l~~ _ 4 , _ Z _ - 95.7 ~ \ ~ ~ - ~ . - C N TRUCTIpN EXIT ~ ' " _ ~ ~ t ,~-y - --_,r- _ 6,, ~ ~ rEA~ l SEpIMEN7 FENS ~ ° - ~ y ~ r' ~ _ _ _ ~ N ~ ~ A A, ~ ~ _ _ ~ ~ '~'-'~I _ ~ ~ A ~ ~ C~. ` \ ~ _ _ ~ ~ _ , _ ~ - 1~ FLuO A7 - ~ A ~ - - _ r Jam, _ - - _ _ - ~ ~ V _ ~ - i - _ - - - - ~ ~ ~ T~ ~ 5~. ~ ~ yo'~ ~ ifs.. ~ f ,~~d ~T CRF~ \ \ ; ~ tiP T ~ - _ + - ~ 14 " ~ ~ STEEL FENCE PUS' ~ v ~_r- 8' O.C. AJAX. ~ ' ~ V'~ _ 1~~ ENV y'~G ~ _ - - ~~'~a - ~ ~ ~ • FILTER FABRIC 6" ~ o~,c ~ ~ ~ _r s WITH WIRE MESr! ~ ` ~ ' ~ gg. ; ` , ~ \ BACKING ~ <g ~ J V ~ ~ ~ ~ \ MIN 8" GRAVEL FILL I ~ ~ ~ 'y^. ~ ~ \ ~ \ ~ ~o. 1 - 1 3~ - . ~ lNV s'26.1Q ~ ~ ~ ~ ~..t. V ~ I,- - o ~ \ ~ ~ _ aorroM of FENCE AND--- I ~ THIS aRE~ TO 6E ~ r FIEiEa FAeRic ro aE ~ „RA~E~ AFTER MAJORITr o ~fi"CLAY ~ BURIEO IN EXCAVATED 6~ '8~ I"~~'~~ - ~ Of AREA IS STABILIZED TRENCH I , S 6" 1 ~ r \ \k ~ ~ ~ ~`j ~ ~ 1 / POST TG 8E ORNEN ~8 DO' ~ t8" BELOW GRADE v1^~ S1i, F ST~CkPI>~E OF-/ ----CONSTRII~TI~N LIMITS ~ ~ ~ Y~ FILL MATER{AL ,~1~p ~ V \ ti ~ A(~ ~ r~ Zpc SILT FENCE DETAIL NTS - ~ `ti ~ ~ ~ ~ L~ 1~~ . Q B„ f LAY ~ ~',w v N ~ ~ TOP 3 t 50 ~ I NV 31 0 ~ ~ ~ . ~ 1. l~ ~"1 ~ TUP 3~55.4G ~ INV 3151.40 . _ 1 ~ r . ~ ~ 1-~ + ~ ~ -ice ~ j _ L. L_ ~ - r ~ ~ _ i ~ ~ JT - ~ ~ ,S Ft.ow ~ ~ .S ~ ~ - _ ) i i t ~di 99 ~ ~ ~ \ ` r, _ _ I L- / ~t 45E 76, / ~ t-- ~ - F, p0 ~ \ ~ l ~ ~ ~ ~ s- 5 ~A 9~ ~ ~ ,o ~ C8=S3i'06'E j~ CD=7.9'' ~ 1- L= 7.91' TEMPORARY DIVERSION SWALE '7 _ ~ _ V ~ r~ ~ \ S~. ~ \ M ° N.T.S. I ~ ti,~ w. ~ ~ ~ o~. A J~J~ . J l•f ~ ~ r - ~ L. Y 1 \ J X ~ ~ ~ ~ WATAfy(~, ~ NTi B~~'~ARD C;F EDUCA~'ON ~ i, vv ~ ~ 4-. `1. 1- o ~ 02003 . ~ ~ A { ~ ~ L G~ T P- ' ~rjk'r~~i~~~M: Twct. A. ~ (J• ~S xASHED `>70HF-. S r l 1` ~r ~ ~ ~ / ~P~' ~ r , _c~ .(~L~ ~ ~ 1800 aft % n ~ i 5~ .r i t - - 1 6 s ~ i ~1 ~ "L-t - = RIR RAP K r ~ w" 'WISER N1C dARREt ~-FILTER FABRIC I CROSS SECTION °sEniEO~\ A D~F~ 6' DEVE~-~~F'ER '~+NAi.L BE RESF~NSIBLE rOR ANY ,o~ ---.a FoR sE-~-EVEN- I D~+MAGE INF~~irTED UPON SE'uvER LINES DtJRIN!~ ~ i ~t)NSTRU~T(UN, AND REPAIR ANY SUCH UAMAi;E. i , - , MAx I SEnP'E. rux ~ F EMERGEN(;r Bf-PAS; ~FIU FICIERJ - S4~E 6~ 9EL0W SETTLED \ FABR+C - _ SICWC MAV i0P DAM NATURAL MtN GROUND • W !B RISER AND &RREi E IM NT _TRA~_. Nrs __l _._i-_____-_. rw~ ~ D ~ W A NQ DEPTn FT WIDTH F I ~~EN Tn E. (R Ch GAM FT - - 4 . ~ ! 4 27 --_._.._._L._-. • USE t8° RISER AND BARRP. i~ AN~~ rI~L ~~ALCULATIONS =',,iT= X81 14 CU.'rC!. 3F ~i_ Y'D X ~ ~ = 6,6683 r ~I ~~~111liift~~~ H lnp l~/~j NEEDED `,'8~ 69 ~I_i r'G ~~I ~ . i ~ t s r" ~1,' ~`L ~a ':dr. Ch ,des p~?~, w ~8 f tat~~~.tb~ RE'di Oi 018 « -02. 01-0,3-03 ng Corp. sH..,oME PRELIMINARY GRADING PROJECT WINKLER SW NC DRAWN BY: SIG, EB I APPROVED B7 antic an Engineering oi DATE. 05-09-02 PROD. No P.O. BOX 1691 HICKORY, N.C. 28603 e-mail atlplan®conninc.c i0conninc.com PHONE: (828) 327-2621 FAX: (828) 327-0931 327-0931 BOONE, WATAUGA COUNTY, NORTH CAROLINA i ~ "_I ~ ~ / 1 ~2 i ~ ~ jf)I, l~ll.l iTONE ?S TC BE AiA;Ni4INED~ - - - ~ t ~ ~~~.i ~ ~ ~d ~ ~ i IN A ~(!NC~iT10N AS iG aREVENI _ I MUD TR,AI,>; WG FROM TIRES B~' - ~ ~ CONSTRUIPON TRAFfIf_ ~ NWt X05 ! US y. i \ ~ ~ ~ pZ " 6ECTExTiLE E~LTEP TA6R~C v~gaLLED uNDEF RAP ?F~ ~ ~ ~ $ITE x~ ~~G r- ~ y ~ \ ~ oP fg CR " ~ ~ ~ tF^~ EFK .~eE --WET,4NG BOUNDARY /'~;e n`' ~ VICINITY MAP r0=~~ ~,2' ~ N.T.S. T TA' AP = 1'~ A O ~ EA 4 C !NPACTED aREA =0,09 AC 1-- ~ -STONE SIZE ASTM D448 (t-t/2" - 3-tj2' DIA; I - PAp IS SC' TO tom. LENGTF+ OE 6° AIM GEPTF• B~ 12' MIN. wIDTr. - If NECESSARr, DRESS wlir, ADUInONaL STONE AS ~ _ - NEEDED _ ~ ~ - N E ~ ~ 15'40 8 ~ ~ . - Z 95.74 _ , ~ ~ j > ~ ~ ' i N TR CTI N XIT COS U 0 E - - _ _ _ 16" ;LAY W W - ~ ~ O NT; `f~- ~ O ~ - , SEDIMENT FENCe:-- 1 I _ { I" ~ ~~W~~` ~ ` ~ ~ Q - = ~i _ _ ~ ~ ~ ~ ~ ~f V ~ - - - _ r _ ~ _ _ _ - _ _ - ~ \ % FLGODWA'i ~ 'A~ t , ~ - . - - ~ . • ' ~ ~ ~ O ~ ~ - ~ - \ ~ \v ~ ~ - /i ~ ~ A ~ V ` ~S ~ oU~A ~ ~ ~ ~ R ~ - _ _ - - ~MITHERMAN / ~ ~ ~ 7G5 ; ~R\ , ~ ~ A A P STEEL FENt;E POST ~ ~ ~ ~ ~ ~ Z B' O.C. MAx K ' i ~ _ ~ ~ ~ ~ 'TiC)N E:NrFaNIE EX1 ~ ~ ^r / ,it FIITER FABRIC ~~_g• - ~ ~ ~ ~ u5 ~ ~ \ ` ~ \ ~ 16" CLAD ~ ~ ~ o \ WITH WIRE MESH ~ ~ 9 , ~ O, BACKING B \ ~ ' o:o ~ ,A, ~ o ~ Cs \ ~ G \ ~ 1 ~ ~ ~ w ' ~ FLOW ~ ~ ~ ~ 0. ~ 7, _ MIN. 8" GRAVEL FILL ' ,"y- \ \ _ \ ~ \ ~ _ 6' ~ . ~ I VF~ ,~~i 48.35 O. r8" ~ w~ , C , ' INV T125,10 ~'r--~' ~ ~ \ ~ ~ - ! 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