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Home My WebLink About20021667 Ver 1_Site Plan_20021015V tl'~^44 }I+MT4~ t)8'". kbr I,.. y Tr^m f.:. .I _ X. . _ EM M It STEEL ENCASEMENT PIPE, LOCATION APPROXMATE SPEEDWAY ROAD S. R. 2355 i o4. 1+00 2+DO~ - - - - 18. Rcp 4+00 5+00 6+OD 7+( „+DG 12+00 p 1lr R.C.P. , 00 N SJ ° PROPOSED 6' Dl 22 1 IT BEND INLET ~ PROPOSED 6' X 6' TAPPM SLEEVE & VALVE PROPOSED 6' PVC DR-18 WATER LINE -ICE Fs s y EXISTING 6' PVC WATER LINE, LOCATION APPROXIMATE FIRE HYDRANT T n O N W W U soma EXISTING VALVE EXISTING FIRE HYDRANT 1 - 00 o 1 0 _ r T 27+00 ` 0 *Ali i \ \ 6 25+00 q4+00 x - 1' 14+ool i 23+00 - , , SILT FENCE - E - 4 \ 2e17 15+00 DR-18 PIPE DR-14 PIPE RpAD S. R. 2355' 16+00 _ SPEEDWAY J - +00 _ EXTEMPORARY CONSTRUCTION i L~,I A f~ - E~ r EASEMENT V 11 21+00 aft- - SILT FENCE > STREAM CROSSING g OIC w ti f 0 +0O 18+00 19+Gp 20+00 - - ELECTRIC FENCE g c q' lit. FILT ER DAMS ` a. ZM moms N G / = 24' G.M.P. 24' C.M.P. ° DETAIL 5 T S 24' R.C.P. c - - 24~ R.C.P. DROP 240 R.C.P. INLET PVC WATER LINE Q -U FIRE HYDRANT 6' GATE VALVE PROPOSED 60 PVC WATER UNI ~ OCT 5 2002 W s W 4. O w maroCTpN LL cc 0 m • u~ ki ri O Q N Q ~ 31+(XI 32+OD 3a+00 \ - \SPEEDWAY ROAD Z S• R. 2355 m z~N+ ~~~o yy jQ~ CID N Z S V J Lui \ 36+00 +pp _ g a U/G TELEPHONE LINE MARKER \ 37+00 - i_ - - - Q ' ELECTRIC FENCE- y - -i O 38+ - - - - Z r FIRE HYDRANT MARKER 39+00 40+00 41+00 42 OO T CL O o i,TEMPORARY CONSTRUCTION EASEMENT ° U/G TELEPHONE LINE a~ PROPOSED 6' PVC DR-14 WATER LINE . " TRUCTION a 0 s 0 LnRE HYDRANT V~ Qp~i04 DATE: MWJMBM m DRMM. BY: CHKD. BY: PRQ8DIVISION A MtAVOK'a. sw" m iCR G1 3 OF 1 7 4 a 4 1j i 3 • i a~ , v .y .,t- 4 f•~r.. ,r,: s. 3 ~ ~dt it' ~ ~f` .,,+T;,. f k Y A ?Y4 ....,a v R t:'.: _e i,` 4:::: . 4. •.#y. ar ~ pp,:, w , ro. . , . v ,v. LY . - Y {w. . £4 ~ aae tJ^i in. s L 4, a£t.:. 9' i. p ~9 :4' }y.~}, ~`A -+i ,~a . q,:r•.. ~.~~",s. sq, F e;;"s .~..'i.. `ic, ,+c z s`d.. ."4fr.,;=k`, i 4 w ~ 3;;-, fpx 3fkµ"r~ - 1 t p. a > +J s t r tom', 4 A •,i',: 1 rs. A '1 ' v R ~p r a tai` b• r ~i • t ,,4,' x 4* 4 ~ VELOEIT s tPFOORMED eCNAHNE,S OH METAL POSTS HOOM ONTO ty t44 V.y$j~ kY Y-e0 STONE r g• #57 STONE - I IC! s q k ~.t '~~~s In ohannele, roll dA sb1Ne of "OW" parallel to the U1RIlY14ET NIT INRAFi direction of bow and ow the Protective n%deb. 10 11RE w EMSTING GROUND + t r ttETNf1!ME MAX WPM UW MK* EXISTING STREAMS BED 11 I= -I I (=1 1 f' I tEYEI AEAgED OR s 7Y AS CMECTED BY C0115ERYA7I0111 11SPECfOR) 4 'f J 4 x Yr I Anchor netting In Joke etrpe anchoring r T r , 0 6 hdi trench. did overlapp~gr. SHEET ORANAM ONLY INSTALLATION OF NETTING AND MATTING_ CROSS SECTION h L Install netting in accordance with manufacturers instructions and the following: EXISTING ROAD K^ 1. Apply lime, fertilizer, seed or sprigs and mulch before laying the net. END OF SILT PENCE FILL SLOPE v ' GRADE 2. Start laying the net from the top of the slope at the downstream end ' NATLIFIAl. of the ditch and unroll it down the gro". ALLOW NETWG TO LIE LOOSELY Dom ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STIRM4. GROUND rA x „ . ; CARRY NPRO ,1! If OF TAMP FABRIC INTO TAEHpI COYER 3. To secure the net, bury the upslope end in a slot or trench no less COYER e/~., than fi inches deep, cover with and tomp firmly. Staple the net every ' F.1A. b CARRY b' OF VW INTO IRE" 12 inches =oea the top and and every 3 feet around tho'edges and bottom. y' ~ ~ t y,. LJt METAL POSTS 0Ir O.C. MAX Lop edges of ad)oining strips 3 inches. u0stream strip over downstream strip, and staple together every 3 feet. Staple each strip of netting down the e, ro•~ center, every 3 feet, DO NOT S"rETCH THE NET WHEN APPLYING STAPLES. f`~t yz 4. To join ends of two steps, cut a trench to anchor the and of the new net ECEVAION ~ , • Overlap the and of the previous roll 18 inches, an shown' above, and staple every r, T rx. NDTE: CON511MJC1' DAMS AND SILT FT]a I M EDIAIELY FOLLOWING INSTALLATION OF PIPE ACROSS STREAMI. PICAL SILT FENCE DETAIL 12 Inches just below the anchor trench. (No trepan required an dttolt bottom.) *Y too~l~ NOT TO SCALE MAINTENANCE ' Inspect, all mulches periodically, and after rainstorms to check for rill erosion, FILTER DAM DETAIL rS~ a ~u r rt r . _ dislocation, or fare. Where erosion Is observed, apply additional mulch, If S r.z x Y' i p,y SCALE: 1/2" = 1'-0 G2 a f washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue k inspections untill vegetation Is firmly established, Hy sF~r t:r'' iJ a a g. A A fi E F iY Y+' TYPICAL ~ ~ Kr X v r NETTING AND MATTTING DETAIL +w L NOT TO SCALE i 1~ `iI At wi a ~ [ • yt~' F t rV F 4 ;r L a t i a r d 1- i y { JJ V , -L 'ha}~ l 'IV 4yA 4 STREAM FLOW { I { f , fx TEMPORARY SANDBAG DAM 40 LF, 24' CORRUGATED METAL PPE EXISTING CONCRETE BOX CULVERT { Mg ! ,y `r.•'' DIM STREAM BED • 1% SLOPE, TEMPORARY DIVERSION TEMPORARY SANDBAG DAM At i . f 2~y a}?ry . 12'-0' 31-0' _i i -I I I I d CONSTRUCT sNDBAC ow IN OTHER CULVERT OPENING r I+OKO."T RPRAP, B''MEN1 Stat M A(SLi AS NECESSARY TO EXCLUDE WATER x" If 7111a - EXW 11ER'IM1 1 W t e y~ ~ . S1RE,~Y."04 6' COM FAMED AGGKGAlE BASE COURSE G PROPOSED WATER UK a t • . / 1".PER FT. SLOPE. 1/r PER FT. FQ ~ N ~ PER FL EALV.. OSSING ETAIL SCALE, 1/2' V-0' ' ~i2 is PUMP T TIN DRIV Q TAIL } Gi = 4~ s s,r t ,.r .w~L } f r~ ~ P tF, _ T 1 ,""fs p t u4~ + .a fyxy' r s s o b c . L K fr. Jim m a .mot r z , • .,::...-m: Y ~ _ ' ^ ~J!L ? y r. 14 ~ it Y ' rve Yr .Fi' 'Yr Y 4 ~rK p p_~ . T.'~ t F 'r~ . >E-> < , _yv.,, s .i' ,'+i.,. div 'F? dt^ ."i', ~'E:.; •'T. 'L x a F af. ~ 'k{r C .X -r. ~ ~ _ p e~~} ~y. .~@~ {i' .v 'O'A:.sey a # "v} ,f t ,,~y,k~ T:+°,:,3. n. AM ' w- w. ' C' .2; 'A~$. ~~a s., r.r ~ zv&,r. ~ ° 'L'+ .1~ ~ A N' Y~ dr , i w , i .r Y 3.'' `)rne ~ T^ Y in. z i .40 s to V NOISIAIa ON 13314 OM 00ilAYlq fad, ro otilos 1l3WM L33rOWd AM *Ike 'OXHO d1N ble •NN!!e O ,y 1NV"H 38U 91 ..~,a 90/t.76 :3LVU s mNININ~ 3ANA 31YO .9 .09 .l :TTv3s NI S N ~5 N0113Ra1S ~ °.1R (f) M 3Nn 831VM 41-20 OAd .9 03SOMM rt c 1N3M13SV3 NOt1Of1M1SNO3 AHVSOdM131 \ 00+()* IIIN 00+6£ 2 r m l4 00+14 oo a3HaYY1 3Nn 3NOHd31319/n 0WO r 1NVWkH 32114 'I+ _ l- - - ' - _ ---3ON3J 3Dl13313 O ~ oo+Zc M3)wv4 3NI1 3NOHd3131 9/f1 \ 00+9L' _ O 8 \ 00 00 C4 00 f V A VMp33dS \ - an+ oo+z£ 00+1£ OO+o£ Alt ~ _ pbp8 O C~ryQ7n :S oam 3AIVA 31V9 .9 1NVWKH 32114 \'d'D'S 13INI to S 3ANA 31Y9 O An a3LYM OAd .9 03SOd08d .d.a.a .4d do21(1 4Z'~ 'd'O'd .4Z ~)r O~ d140 ,41 £ Itl13 ° SYNO a3111d Y ~ O A VJ \ _ z rz ON 3ON33 01810313 00+61 III 00+91 - - F= lul - 00+91 y 4 rY1 F m _ D ONISSOlp MY3lllS N 3ON33 1115 00+I7, - - C., 1N3N3SV3 `A C J.VMQ33dS 00 'N f fl t NotLon&SNOO kdVdOdK]i 3' 3 log OO+bt ' _ - S pd0~ ~tlMp33~ 3dld ti1-80 3dld 81-80 - +91 wl ,3' 3ON331115 _ x+4b 71 ao+sa Z y 00 1 co ? a~ CO 00+LZ ~ 1 J " o M- ~ t Q 1NVHUH 3813 OWSD(3f/ 3AlVA 9NILSD(3 T..1 S C.) } m D M Ab n m 0 t I~ , 0 + IW"H 3NId 31VIID(OMddV NOLLVOOI '3Nf1 S31VM 3Ad .9 9N11SD(3 o ~ 3Nfl i 3Nfl 831VM 91-8O OAd .9 03SOdOHd 3AIVA V 3A331S 9NkWV1 .9 % .9 Q3SOdOSd D - ° 1~ ~ ~ 131Ni ~ ON38 Z/t ZZ 1'O .9 O3SOdOSd F`. ° d0a0 C-+. m - ~ d5'y d38.9t O 00 4 Q OO+OI 00+6 I R 00+9 3 - - - 00+L 00+9 oo+s 00+Z 00+1 'S GVpa ,kVMa3' AVMQ33dS 31VMID(081dV NOI1V301 '3dld 1N3Mt3SVON3 1331S Zl 9NILSD(3 = \ ~ ~ p 77. • k ~R~.4 ~ A'y ~ ~e A it y ' ~ „ ^ - a a .S - `c ffy~ .Y, ~ ~y,.Y~~.x ~1+ .F.~.,' '~`I,,S~. n.,w",".r : Y r_ i C 12 GAUGE 4" a 4" OR 2" x 4' MELDED MIRE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS 2'-6' STONE 9. /57 STONE ULTRAVIOLET RESISTANT (BLACK) MIRAFl In channels, roll out strips of netting parallel to the direction of flow and over the protective mulch. W ~ FABRIC OR EQUIVALENT SECURED TO WIRE NTH METAL CLIPS OR MIRE 0 8' O.C. o EXISTING GROUND MAX SEDIMENT STORAGE LEVEL.R(REMOVE EXISTING STREAM BED =III=III=I I L- ' 10 SEDIMENT CTED BY CONSERVATION INSPECTOR) -I I i-d Anchor netting in Join strips by anchoring a 6 inch trench. and overlapping. ` SLEET DRAINAGE ONLY INSTALLATION OF NETTING AND MATTING CROSS SECTION Install netting in accordance with manufacturer's instructions and the following: ` 1. Apply lime, fertilizer, seed or sprigs and mulch before laying the net. EXISTING ROAD END OF SILT FENCE FILL SLOPE NATURAL. GRADE 2. Start laying the net from the top of the slope at the downstream end of the ditch and unroll it down the grade. ALLOW NETTING TO LIE LOOSELY N ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STRETCH. EXISTING GROUND CARRY APPROX. 12" OF FABRIC INTO TRENCH, COVER e/ SOIL d TAMP BACKFILL 3. To secure the net, bury the upslope end in a slot or trench no less CARRY 6' OF WIRE INTO TRENCH than 6 inches deep, cover with soil, and tomp firmly. Staple the net every 12 inches across the top end and every 3 feet around the edges and bottom. V METAL POSTS 0 IT O.C. MAX. Lop edges of adjoining strips 3 inches, upstream strip over downstream strip, V ~ •wAr and staple together every 3 feet. Staple each strip of netting down the center, every 3 feet. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4. To join ends of two strips, out a trench to anchor the end of the new net. Overlap the end of the previous roll 18 inches, as shown above, and staple every ELEVATION NOTE: CONSTRUCT DAMS AND SILT FENCE IMMEDIATELY FOLLOWING INSTALLATION OF PIPE ACROSS STREAM. TYPICAL SILT FENCE DETAIL 1 12 inches just below the anchor trench. (No trench required on ditch bottom.) NOT TO SCALE MAINTENANCE Inspect. all mulches periodically, and after rainstorms to check for rill erosion, FILTER DAM DETAIL dislocation, or failure. Where erosion is observed, apply additional mulch. If SCALE: 1/2" = 1'-0'° G2 washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue inspections untill vegetation is firmly established. TYPICAL W NETTING AND MATTTING DETAIL 2 O ~ ~ NOT TO SCALE >ft LLB co O FAR; co c W Q j OC c,m - rc a ~W Q >ft STREAM FLOW u- TEMPORARY SANDBAG DAM 40 LF. 24" CORRUGATED METAL PIPE EXISTING CONCRETE BOX CULVERT W~ Q EXISTING STREAM BED 01% SLOPE, TEMPORARY DIVERSION 6'-0' TEMPORARY SANDBAG DAM p O m N ~ - pOp N W b [V Z 2 3'-0' 12'-O' 3'-0' N - II-III III-III d CONSTRUCT SANDBAG DAM IN OTHER CULVERT OPENING a PERMANENT RIPRAP, 6 MEAN STONE SIZE, N le THICK - EXTEND 1' VERTICALLY UP AS NECESSARY TO EXCLUDE WATER. STREAM BANKS F M I 6' COMPACTED AGGREGATE BASE COURSE i - N PROPOSED WATER LINE a N O J 3 1' PER FT. SLOPE 1/2" PER FT. Q _ i-- 1 3-III=III PER FT. I I-III-I I i-" d•~ ~ 9 y STREAM CROSSING DETAIL 4 ' SCALE: 1/2" = 1'-0" G2 c 0 PUMP STATION DRIVE DETAIL 5 m g SCALE: 1/2" = V-0" G11 Q N L 0 ,r. Z , A .r SCALE: AS SHOW 0 DATE. 9 24 02 DRWN. BY: NLF N,.. _ CHKD. ELY: JDW "c ,m PRMCT NUMBER sa'£ r 801120 DRAM N0. SHEET N0. -d z! D2 15 OF 17 r. r v~~rT" aC {.,B yY,tt7,'. . b,~ ~ `r A ;3±.T{ -~':ti r, S y "'-:rGV.c ~t.~ • r::~t.. y~ u 4 l S ':~:t, F 1,: M~ r "y. .N f t0. ~ 9 rd W~ f-'~.~ ~ .Kt. a 'i ~ +W J r .,>iY x , ~ k . 5.,, , n t ~ ~ a p 7 F a ~ u m ; . , 1 _ ~ ~ d. . ' zz „h ~P x ~ . r ^ _ . e T . _ j ~ ~ r a , e , r ;y R 1. ~ C t 1 ~ 1 ~ f~ , f F i a . A ...::..y... ~ 5: kt ~'Ed 7 k i ~ r r. ~ ~ r ` , e ;^y ~ , . `3.n` 6b ] } 'Jt^ Ri, .1.'. . ~ t:. \ L:d . 1 E1~S11NG Y S1EEl EalCI~IENT PIPE, IOCAT~I APPRO)~IAIE SPEEDWAY ROAD S. R. 2355 ^'r "q Y. - g r - _ ~+o0 2+00 ~+oo ~s _ 'L, ~ h? ~ ~A, 6+00 _ 7+~ ` ~ pp ~ Mi;~'rF VT~ tt+00 .1.. 12+00 18" R.C.P. - ~p_ _ - - - _ _ _ t 00 ~ - i`2.~- ~ M N ~ - _ - - _ x. Yd, ~ ~ PRaP~EO s o.l. zz ~/r ~ AT; . ~ J w:' ~ _ ~ _ N. ~ ~ W PROPOSED b X 6 TAPPRIG SLEEVE ~ VALVE PROPOSED 6` PVC DR-18 WATER IINE cri Q ~ ,'.'A' EXiS1M~G 6` PVC WATER LRIE, LOCATION APPROa061ATE 8 F~tE HYDRANT ~ + . M E ro ~ O I i7:.' q) O ';'r , W ~ rc.. Y ;1%. .:c ~ '~r^ ~ • ,ti i~ .tit .:r EXIST~VG VALVE ry_ E1aSTMG F1Rf HYDRANT i(i~i. X ti„ a - .................a...:...:......, 4: ' k ,d H _ I~ r. y\ I ' S~{+' M t . 1 s. ~ }~u r ~ r 27 ?~N . ~ f / { ' 4 / ,S(i1W7. ~ ~FDD cis, ;7 '1ti ' ~~ppk~ / 1 ; SA.1 t~ -E ~ ' ~ ~ ,i~r~,. ~ ~ ,~-C.~- t~ ~ :~a - OR 18 2 _ PIPE DR-14 PIPE R• S. ~ l ~ AY . W ~ t~ _ SP 21 ~ ~ ~ ` ~ - ~ fir. M~ l ~ 4 A" x. r'~' ~ ~f A ~ ~ ~ r- ` f.~--~ _ , SILT FENCE D g ° ~ ~ _ ~p x.. 00 2 _ .i{ Z ELECTRIC FENCE ~ ~ ~ ~ ~ N t ~ Z----._. + F'~.TER DAWS T N ~ " _ ~ 2a C.f~.P, o ~ K.. y 24" R.C.P. R.C.P. a DROP SET 24 R.C.P. r4i M r PROPOSED b` PVC WATER lW Pic WATER ~ ~ FIRE HYDRANT • 6 GATE VALVE OCr ~ ~ ~iv w ~rt w~ v~~ ~ , ti A;~' z ~ . r~;t r. . . 0 a~' o? `~i _ N ~ _ D ~ +Q~ lY..,; ~ 1 1 - _ EE ~ ~ Oo 0 ~ ~ W ~ AY F,. ~ ~ RO moo - _ AD y ~ S. m a ~ _ _ _ _ 23 M 55 i~`~ > ~ ~ti _ - - ~ ~ a _ v _ _ j,~ N y~ .7` v / Y _ _ 35+00 ~ - ~ f ; N 36 8 ,t., as a t ~ U G PHONE LINE PARKER ~ +Op w ~ ~ k , ELECIi~ Fri > - _ 4 3I ~ - - ~ 4 ~ p f'NiE HYDRANT 38.E O + ' - oD T/ ~ U G TEIEPHOf~ LINE MARKER ; ~ TEMt'ORA>3Y CONSTRUCTION EAR / 3~, 42 , ~ ~ 40+OD ~1+00 a ~ ,W ~ 1 t ~ ~i PROPOSED b" PVC DR-14 WATER LINE ~ ~ ~ , . 1RUC't~ - R17:. . is ° N ''w: n .r+-' ' -r. w ~ 8 A.' t~ nab uu ~r "~illiG'. ~ w~f7 "V %^1 r. rlWr[ . ...~~.....r... f HYDRANT bow - r l~O~CT;INIIMPJt BO1,f`i a • aw,a~c sa~+a t YTp memo t- , k- Q t2 GAUGE 4' z 4' OR 2' z 4' WELDED WIRE HOOKED ONTO ` . PREFORMED CHANI~LS ON METAL POSTS a "-6" TONE 2 S 9 X57 STONE ~ In channels, rdl out strips of netting parallel to the C g ULTRAVIOLET I~SISTANT ~A(~( MIRAFl direction of flow and over the rotective mulch. IVALENT TO WIRE p FA~tIC OR EQU XI TING GROUND ~ ` + WITH METAL g1PS OR WIRE 0 8' O.C. 8 ES ~ o ~ i 1 1 ~ . MAX. SEDN#NT STORAGE LfVEI REMOVE - - - - ~ EXISTING STREAM BEO - = I-i ~ SEDIMENT WHEN THIS IEVEI IS ACHED OR - -II-III II V . AS DGIECTED BY CONSERVAl10N INSPECTOR) ~ - -II- ~ ~0 dQ I i .i . o.~ ~ ~ N ~ Anchor netting in Join stripe by onchoring ~ ~ ~ . a 6 inch trench. and overlapping. N ~ ~ . ~ ~ ~ ~ ~ ~ SI#ET DRAINAGE ONLY T N ~ ~ ~ INSTALLATION OF NETTING AND MA Tl G CROSS SECTION . ~ ~ ' ~ ~ ~ ~ ` ~ I n in in cordon with manufocturer's instructions and the followin 8'-D" ~o ~ ~ nstall ett g ac ce g EXISTING ROAD ~ . ~ ~ ~ ' i r i n mul h before la 'n the net. 1. Apply lime, fertil ze , seed or spr gs a d c ~ g FILL SLOPE END OF SILT FENCE ~ ~ NATI~tAI GRADE 2. Start laying the net from the top of the slope at the downstream end ' h n nr II 1 h r ALLOW NETTING TO LIE LOOSELY of the ditc a d u o f down t o ode 9 EXISTING N ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STRETCH. GROUND ; ~ CARRY APPROX. tY OF FABRIC INTO 1RENCH, m COVER w S0~ ~ TAMP BACKFlLL 3. To secure the net, bury the upslope end in o slot or trench no less " than 6 inches deep, cover with soil, and tomp firmly. Staple the net every .v CARRY 6 OF W~ INTO TRENCH 12 inches across the to end and ever 3 feet around the edges and bottom. P Y ~i METAL POSTS 0 8' O.C. MAX, Lap edges of adjoining strips 3 inches, upstream strip over downstream strip, and staple together every 3 feet. Staple each step of netting down the r~ center, every 3 feet. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4. To ' in ends of two stri s, cut o trench to anchor the end of the new net. P Overlap the end of the previous roll 18 inches, as shown above, and stople every ELEVATION 12 inches just below the anchor trench. (No trench required on ditch bottom.) T N IMMEDIATELY FOLLOWING INSTALLATION OF PIPE ACROSS STREAM. ' NOTE. CONSTRUCT DAMS AND SIL FE CE C3_ - MAINTENANCE NOT TO SCALE Inspect. all mulches periodically, and after rainstorms to check for rill erosion, dislocation, or failure. Where erosion is observed, apply additional mulch. If „ ~ SCALE: 1 2 = 1 -0 washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue inspections untill vegetation is firmly established. N T TO SCALE 0 e 4 STREAM FLOW i A ~ ~ EXISTING CONCRETE BOX CULVERT TEMPORARY S NDBAG D 40 L.F. 24 CORRUGATED METAL PIPE EXISTING STREAM BEO 01X SLOPE, TEMPORARY DIVERSION TEMPORARY SANDBAG DAM 6 -0 1 ~ ~ 0 ~ ~ ~ ~ i iz N ~ t 3'-0' 12'-O" 3'-0" r, - - Q -~I~- _ Q N ( Q I P RMAN T RIPRAP 6' MEAN STONE SIZE - CONSTRUCT SANDBAG DAM IN OTHER CULVERT OPENING E EN ~ , to - N 1 11CALLY UP AS NECESSARY TO EXCLUDE WATER. 14 THICK EXTE 0 VER o ~ ~ STREAM BANKS ~ ~ 'i M ~ I 6 COMPACTED AGGREGATE BASE COURSE ( I a PROPOSED WATER LINE I ~ ~ ..I N 3' 1 T, SLOPE t t" PER F /2 PER FT. Q i 3• ~ - - ~ F- o rv 3~.~ _ -1 I I_I ~ PER W i 0 III III_III_III_ o m i rn -III-III-I I i- ~ i a o i m Q SCALE: 1 2" = 1'-0" L ~ i E h+ C O r m , u ro U SCALE: 1 2" = 1'-0" 11 O Uf 4 0 L d .N ~A sc~.E: s~o~v m I ``NNO'si mq/I,' 4 C A p DATE: 912 v ? G ~i DRWN, BY: Wtf a L m CHKD. BY: JDW 4 EU f ~i S S PROJECT NUMBER Q Cn 801120 !a i • DRAWM NO. SW Na Q• 02 15 OF I l F K- a R j,~~ t.:' ~ • EXISTING tY STEEL ENCASEMENT PIPE LOCATION APPROXIMATE SPEEDWAY ROAD S. R. 235 5 4'. `w r - - 1+00 2+ _ _ C ~ 3+00 4+00 5+00 ~ ~ 18 ~R C 6+00 7+00 _ _ _ _ ~ _ _ _ _ 8+00 ~ - - _ _ ~ 8. ~ - - _ 9+00 10+00 11+00 12+00 a ~ - - ~ ~ R,~ _ - 18 R.C.P. ~ ~ P _ _ _ ~ _ 13 00 ~ _ ~ ° a - ~ ~ o M b a~ N ~ ~ Q PROPOSED 6 D.I. 22 1/2' BEND ~ INLET Q ~ 0 ~ - - - - N . ~ ~ _ t1~ ~ < ~ ~ ~ w r PROPOSED 6 X 6 TAPPING SLEEVE do VALVE PROPOSED 6 PVC DR-18 WATER LINE a ~ U ~ ~ p ~ A EXISTING 6 PVC WATER UNE, LOCA110N APPROXIM TE S T ~ + FlRE HYDRAN ~ ~ 4 ~f Q fi QI O W z ~ 1 Y W w ~ m U ~r ? t C~ L z r ~ EXISTING VALVE EXISTING FlRE HYDRANT 1 l i - ~ ~ r s r T ~ ~ ~ s _ 13 AO - ' o ~ 26}~ ~ ' - ~ _ ' ~ - ' 25+ ~ ' ~ ~ 24+00 x - N ~ ' Z 14f - 40 i ~ ~ - - _ _ SILT FENCE _ --E I~' 4' . ~ 55 _ i _ 23 _ ~ 3+00 ~ 2 ty $ ~ _ DR-18 PIPE DR-14 PIPE S. R• ~ \ oo D 3p- .E ~ ~ _ Y ~ _ WA 2. ED 2 PE ~ ~s _ S _ p4 _ ~ E ~ 22+ BO TEMPORARY CONSTRUC110N ~ +o~ _ _ _ EASEMENT 'ter STREAM CROSSING ' - SILT FENCE D $ v, ~ a _ 00 - - \ ~ AIL 4 ~ ~ - _ - 18+00 20+00 , J ~ _ ~ ~ - - - " ' ~ ELECTRIC FENCE N + FILTER DAMS ~ \ - - t~ - _ _ ~ Z~ - _ ~ N ~ ~ = 24" C.M.P. SEE TAI _ a 24" C.t~.P. ~ ~ ~ 24 R.C.P. 24 R.C.P. DROP ~ Q ~ 1 24 R.C.P. W INLET ~ ~ PROPOSED 6" PVC WATER UI PVC WATER LINE ~ FIRE HYDRANT " ~ 6 GATE VALVE N L"i D R] If1 c+1 O C4 O if N N _ _ _ D Q -A-I 2 Z p _ SP 1'*1 O O 31+00 _ EE 32+00 x ~ ,i W AY ~ ~o+o0 3 RO ~ 4 Q m D 3+~ _ _ AD ~ S, Z ~ ~ - _ ~ R. _ _ _ _ ?3 _ ~ . _ ~ 55 A ~ Q ~ Q F- ~ N - - _ N ~ _ + W - 36+00 8 l~ ~+00 ~ ~ _ o 4, O - v, U G TELEPHONE LINE MARKER ` N r E ~ / 1~+~ - _ ~ N ELECTRIC FENCE- ~ - _ - - ~ w 38+00 ~ ~ ~ FlRE HYDRANT ~ ° _ a ~ + - ~ Q _ 42 00 J ~ ~ ~ w , ~ o U/G TELEPHONE LINE MARKER _ 39+00 41+00 4. ~ TEMPORARY CONSTRUCTION EASEMENT ~ o ~ ~ E - ~ ~ N~ PROPOSED 6" PVC DR-14 WATER LINE - _ _ _ - ~ - Q ~ y ~ 11ON ~ ~ STRUC $ ~ ~ 0 .hp i~fil*J3S Ali`i 11C ~~i~;;, 3 ~ O dll 130N • ~?uu~ip SCALE: t' s 50' 6 GATE VALVE .aN _ N.". _ . _ _ ~ to 39 '-FIRE HYDRANT l,Al~~''4~rr DATE: 9_..~ v M Q l MoZ k 1 I, rr DRWN. BY. NLf • CHKD. BY: JDW pp N L ~ PROJECT NUISER H TY 901120 rr ~ CD C Ca DIVISION A oRArAc NO. %lEET No. 1 7 G1 3 or C2. . , - , • 12 GAUC# 4' x 4' OR 2' x 4' WELDED WIRE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS 2"-6" STONE 9 X57 STONE In channels, rdl out strips of netting paralid to the ULTRAVIOLET RESISTANT BLACK MIRAFl direction of flow and over the protective mulch. ~ C FABRK; OR EQUIVALENT ~ TO WIRE EXISTING GROUND ~ ~ WITH METAL CUPS OR WIRE 0 8 O.C. 8 2 r` 0 I ~ _ ii / / MAX. SEDII~NT STORAGE LEVEL REMOVE - O EXISTING STREAM BED - - - - , , / SEDIMENT WHEN THIS LFVEI. IS ACHED OR AS DIRECTED BY CONSERVATION INSPECTOR) - - I I-III-i I I_ V - ~ - - I I- \ I i-~ ,d -1 \ \ a ~ Anchor nettin m \ \ 9 ~ Join strips by anchoring " \ . \ . ~ . ~ a 6 inch trench. and overlapping. N \ \ ~ \ \ \ ~ SPIFFY DRAINAGE ONLY \ INSTALLATION OF NETTING AND MATTING CR CTION OSS SE 8,-Dr . \ ~ Install netting m accordance with manufacturers instructions and the following: \ \ \ \ EXISTING ROAD 1. Apply lime, fertilizer, seed or sprigs and mulch before )Dying the net. \ \ FILL SLOPE END OF SILT FENCE NATURAL GRADE 2. Start la 'n the net from the to of the slo a at the downstream end N9 P P of the ditch and unroll it down the grade. ALLOW NETTING TO LIE LOOSELY N ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STRETCH. I EXISTING r"'" GROUND CARRY APPROX. 12' OF FABRIC INTO TRENCH, COVER w/ SOK do TAMP BACKFlII 3. To secure the net, bury the upslope end in a slot or trench no less m . ~r ~ ARRY ' INT TR than 6 inches deep, cover with soil, and tamp firmly. Staple the net every C 6 OF WIRE 0 EI+~H 12 inches across the to end and ver 3 feet around the ed es and bottom. P e Y 9 ~ METAL POSTS 0 8' O.C. YAX. Lap edges of adjoining strips 3 inches, upstream strip over downstream strip, and staple together every 3 feet. Staple each strip of netting down the center, every 3 feet. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. . . :b.; 4. To ' in ends of two stri s, cut o trench #o anchor the end of the new net. Jo p Overlap the end of the previous roll 18 inches, as shown above, and staple every ELEVATION 12 inches just below the anchor trench. (No trench required on ditch bottom.) NOTE: CONSTRUCT DAMS ANO SILT FENCE IKKEDIATELY FOLLOWING INSTALLATION OF PIPE ACROSS STREAK. - r~: MAiN NAN TE CE NOT TO SCALE Ins ect oil mulches eriodicall ,and after rainstorms to check for rill erosion, P P Y _ dislocation, or failure. Where erosion is observed, app) additional mulch. If Y SCALE: 1 /2 = 1 -0 washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue inspections until) vegetation is firmly established. a w NOT TO SCALE a STREAM FLOW TEMPORARY SANDBAG DAM EXISTING CONCRETE BOX CULVERT 40 L.F. 24 CORRUGATED METAL PIPE EXISTING STREAM BED O 1X SLOPE, TEMPORARY DIVERSION TEMPORARY SANDBAG DAM 6 -0 z na ~ n co ~ ~ au Z N _ ~ ~ r it? C 3'-0' 12'-0" 3'-O" r +-i - ~ I 4 N - - a PERMAI+~NT RIPRAP, 6' MEAN STONE SIZE, ; CONSTRUCT SANDBAG DAM IN OTHER CULVERT OPENING 14' THK~(-EXTEND 1' VERTICALLY UP AS NECESSARY TO EXCLU~ WATER. 0 i STREAM BANKS ~ M ~ ~ 6" COKPACTED AGGREGATE BASE COURSE F PROPOSED WATER LINE ~ ~ i J ~i 0 3 1" PER fT. SLOPE 1/2" PER FT. Q 3' ~ - _ ~ N 1 M 3.1 _ _ =1 I 1=1 I PER Fr. ~ _ - - - - x.11 O m a i l=1 I I=1 I I-1 I!=1 I I=1 I=-- -~,i- - - -i~~-~~ 3. ~ 2 -III-III-III- . ~ 'O N 'y C r1 v / SCALE: 1 2" = 1'-0" E w O .n } m ' Rt ~H SCALE: 1 2" = 1'-0" `rQn-^ UI Q r.. Q7 0 .IJ f0 . T scA~: As sHO~ ro 'L7 ,~,........y~y~' DAIL 9 124 NNW 02 O L ...x_ GaR ~ •U ~i VMI, BY, . Ntf oR y cm CHKO. BY JDW Cu i' • S i PROJECT Np M~p ..i C) • ri 801120 f , DRAWING N0. SIFT N0, tl] ~J. x_ !aim 02 15 OF 17 `'tb EXISTING 12" STEEL ENCASEMENT PIPE LOCATION APPROXIMATE - ~ SPEEDWAY ROAD S. R, 23 _ - _ - 55 4: - - i+oo - - - 2+00 3+00 ~ 1$• 4+00 5+00 _ - - - - - _ _ _ R ~ p 6+00 _ 2+~ - - ~ ~ _ - _ 8+00 a ~ - _ _ - _ ~ - 9+00 10+00 11 +00 1 18 R,C.P. ~ ~GP- _ _ ~ ~ 2+00 - _ 1 00 ~ M ~ ~ ~ ~ _ _ r~ I ~ - _ fi.. ~ DROP PROPOSED 6" 0.1, 22 i/2' KENO ~ ~ INLET Q 0 _ Yf ~ AAA PROP 6" X 6" TAPPIN V ~ OSED G SLEEVE do ALVE " O ~ r41 ~ PROPOSED 6 PVC DR-18 WATER LINE Q ~ ~ r ~-EXISTING 6" PVC WATER LINE, LOCATION APPROXIMATE ~ ~ v z FlRE HYDRANT o ~ + i Q O F Q~ r w z Y W ~ ~ W U F- U Q ~ _ ~ ~ ~ :r: _ y 2 ~ ~ ` c~ ~ EXISIING VALVE E1gSTING FIRE HYDRANT f a 1 r _ ~ r~l 1 - - - 2~ ~ - - r- T 2 ~.p 13 Ap - - o / 26kOp _ - ~ - 2+00 Qp ~1 ~ ~ - ` ~ ~ - ` c - 2 _ x ~ cNr _ ~ 4 8 - 355 - SILT FENCE ~ E ~ ~ 3tpp - i ~ ~ .r. 2 - DR-18 PIPE - 2 + 15+ DR 14 PIPE S• R• _ ROA - 30' ~E-` Ir AY - DW +04 1 EE / 22 s+ _ SP 00 - ~ 22+ / E ~ TEMPORARY CONSTRUCTION ~ ~ \ ~ - - ~ N - _ E EASEMENT y l o - _ - I~+Op - _ ~ SILT FENCE- ~ STREAM + ~ - _ ~ 18+00 20+00 _ J d~~ 19+ _ ~ - a - _ ~ ELECTRIC FENCE UI N + FlITER pAMS o E TAI 3 o _ N ~ r 24 C.M.P. 24 C.~I.P, c° 24 R.C.P. 24 R.C.P. DROP °o " Q ~ ' 24 R.C.P. W INLET ~ ~ -PROPOSED 6" PVC WATER UNE C WATER UNE ~ FIRE HYDRANT • ~ 6 GATE VALVE 0 N if7 t0 N _ "Cl ~ fem..--~--- - _ N (13 ~ D CJ -i 31+00 0 _ SP 32+00 ~ _ EE ~ - ~i W 0o AY m ~ Q Z a ~ 30+ 33+ _ R~ oo _ AD ~ ~ - S. m ~ . . - ~ R. ~ 35 ~ - - 34+ 5 z - a - _ - Do ~ r _ _ _ - - ~ ~ 1 ~ 00 _ _ +pp _ N ~ (n V/ m ~ ~ - _ +Q~ ~ - W s N cn U G TELEPHONE LINE MARKER ~ 1 ~-ti ~ / - ~ _ W o. o ~ ELECTRIC FENCE..- ~ _ , - 3I+ _ _ _ cn o $ _ 00 _ ~ _ _ - - ~ w y FIRE HYDRANT ~ o 00 ~ ,Q ~ O s U/G TELEPHONE LINE MARKER Q C ~ G~ TEMPORARY CONSTRUC110N EASEMENT ~ 39+00 41+00 42 J Z 40+00 E ~ ~ _ - a, o N ~ " PROPOSED 6 PVC DR-14 WATER LINE m _ - - _ ~ - Q y , N ~~pp rTT(~ S I nUC I I~ Q y _ _ - _ - ~ ~ d 0 ~ k ~ O Q 1" a ~/1 (C C PITC 11/1110 A- ~ .•ullY!•._ JVnLG: W 3 Q L V Unit. rnLr[ ~.......g 4f FIRE HYDRANT DATE; 9 4 02 t0 b 0 • ~i r t ORWN.6Y, MY L2 y,y 1 CHKD. BY: JDW = i art ly PROJECT MUMBM m 801120 SF r i DIVISION A DRAWAK NO. SHEET On G l 1 3 OF1f Q T e, w 12 GAUGE 4" x 4" OR 2" x 4` WELDED MBE HOOKED ONTO ~ ~ a ~ PREFORMED CHANNELS ON METAL POSTS a '-6" TON 2 S E ~l57 STONE 9 In channels, roll out stripe of netting parallel to the ULTRAVKlIET RESISTANT BLACK MIRAFl direction of flow and over the protective mulch. a C FA~IC OR EQUIVALENT ~ TO MIRE EXISTING GROUND Q~ WITH METAL Cl1PS OR WIRE 0 8 O.C. o Q / i 1 1 / / MAX. SEDWIENT STORAGE LEVEL REMOVE TIN TR AM - - - - O EXIS G S E BED / SEDN~ENT WHEN THIS IEVEI IS ACHED OR AS DIRECTED BY CONSERVA110N INSPECTOR - - I I=111=1 I I-'' V / ~ I . ~ ~ . -I I i-' ' o~ ~ ~ ~ ' ~ ~ ~ ~ Anchor netting in Join strips by anchoring . a 6 inch trench, and overlapping. ~ ~ ~ ~ ~ ~ SHEET DRAINAGE ONLY ~ INSTALLATION OF NETTING AND MATTING CROSS SECTION . ~ ~ ~ ~ ~ ~ Install netting in occordance with manufacturers instructions and the followin 8'-0' _ 9 ~ ~ ~ ~ i EXISTING ROAD 1. Apply lime, fertilizer, seed or sprigs and mulch before laying the net. e. \ \ FILL SLOPE END OF SILT FENCE NATURAL GRADE 2 Start to 'n the net from the to of the slo a at the downstream end ;n 9 P P of the ditch and unroll it down the grade. ALLOW NETTING TO LIE LOOSELY N ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STRETCH. EXISTING - ~A:.',. (MOUND CARRY APPROX. 1Y OF FABRIC INTO TRENCH, COVER w/ SOS. ~ TAMP BACKFlII 3. To secure the net, bury the upslope end in a slot or trench no less ~ than 6 inches dee ,cover with soil, and tam firm) . Sto le the net ever m . ~ CARRY 6 OF MARE INTO TRENCH P P Y P Y 12 inches across the top end and every 3 feet around the edges and bottom. 1 ' La eel es of ad' inin stri s 3 inches u stream stri over downstream stri METAL POST'S 0 8 O.C. MAX. P 9 Jo 9 P P P P, and staple to ether ever 3 feet. Sta le each stri of nettin down the 9 Y P P 9 ~ center, ever 3 feet. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. Y . 4. To ' in ends of two stri s cut a trench to onchor the end of the new net. !t to P Overla the end of the revious roll 18 inches as shown above and sta le ever P P ~ ~ P Y ELEVATION 12 inches Est below the anchor trench. No trench re wired on ditch bottom. ~ 4 ) NOTE: CONSTRUCT DAMS AND SILT FENCE IMMEDIATELY FOLLOWING iNSTAI.LATION OF PIPE ACROSS STREAM, MAINTENANCE . NOT TO SCALE . Inspect. all mulches periodicolly, and after rainstorms to check for rill erosion, dislocation, or foilure. Where erosion is observed a I additionol mulch. If PP Y p _ 1,- p SCALE. 1 /2 - 0 _ washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue inspections until) vegetation is firmly established, TT NO 0 SCALE P~ W Q d STREAM FLOW EXISTING CONCRETE BOX CULVERT TEMPORARY SANDBAG DAM 40 L.F. 24 CORRUGATED METAL PIPE EXISTING STREAM ~D 01X SLOPE, TEMPORARY DIVERSION TEMP~tARY SANDBAG DAM 6 -0 z ~u ~ ° 1 ~ i ao Z iv I ~ d _ _ - 3'-0" 12'-0" 3'-O" - -_-I- - a c~v -III- _ , ~ 4 PERMANENT RIPRAP,. 6 MEAN STONE SIZE, CONSTRUCT SANDBAG DAM IN O1HER CULVERT OPENING • ~ AS NECESSARY TO EXCLUDE WATER. ~ 14 THICK -EXTEND 1 VERTICALLY UP o i i STREAM BANKS ~ ~ - I ~ 6 COMPACTED AGGREGATE BASE COURSE F a s PROPOSED WATER LINE J . ~ c~ i' PER FT. SLOPE i /1 PER FT. - Q ~ - - ~ 3•~ = I=III=) ~ PER FT 0 m ~.J I ~-1 I-1 I I-1 I I-1 I li I--- 0 a. -i I I-) I I-I I I_ • 1 a 1= 4 cA~E: ~ 2., _ ~,_a,. P .r r m ro fl 1 N u 0 SCALE: 1 2 = 1 -0 0 ` .u T srv a• ~c ~nwu e~ t~ o N OATS: 9 124102 G Q1 U Ii DRWN. BY. KF i 4 cu CHKD. BY JOW C> • PROJECT NUMBER cm B01120 DRA70 NO. SHEET Na k~ ti9 C1. r t- "~u+ra~ D2 is OF 17 1 - - _ ' ~ n < , ~ y n EXISTING 12" STEEL ENCA T PIP ATI APPR A - SEAN E, Loc oN oX~l TE SPEEDWAY ROAD S. R. 23 - 55 _ _ _ a: 1+00 - - 2+00 3+00 _ . ~ 18. 4+00 _ c ~n, ~ ~R C P. 5+00 6+~ _ 7+( - - ~ _ _ _ - - _ 8+00 o ~ _ _ ~ - ~ _ 9+00 10+00 11+00 d 12+00 O 18 R.C.P. r - R..Gp_ _ - - _ 13 00 V ; ~ ~ $ ~ M ~ - - ~ r - - _ _ - - _ N ~ ~ a~ a rl ~ _ _ _ _ " Q DROP PROPOSED 6 D.I. 22 1/2' BEND ~ INLET Q c~ - R T P ~ ~ _ P OPOSEO 6 X 6 AP ING SLEEVE & VALVE PROPOSED 6 PVC DR-18 WATER UNE Q ~ r (~j U C7 E)aSTiNG 6 PVC WATER UNE, LOCAl10N APPROXIMATE p ~ S FlRE HYDRANT ~ C + U ~ M D d F Q~ O rY W 2 Y W J W U U Q ~ _ ~ ~V C~ 2 C~ EXISTING VALUE _I EXISTING FIRE HYDRANT :_.y.r: . t I . . I f''~ 1 f--~`_~~ 28 00 l r T 2 1 25+00 l ' 1 ~ - 4+00 - 4. - ' 24+00 - .r- ~ C ' _ SILT FENCE E I 200 ~ DR _ 23 a; 1 18 PIPE DR + 5+ 14 PIPE R 00 S ~ ~ ppp 30' ~E I r a R AY DW + ~ ~ EE ~2 22 ~ TEMPORARY CONSTRUCTION ~ ~ \ 00 - _ - _ E EASEMENT 00 ~ ~ ' _ - - SILT FENCE D $TI~AM CROSSING $ ~ ' _ ' ~ E TAIL 4 _ _ 18+ 20+00 J ~ ~ 19+ ~ / J ELECTRIC FENCE q _ al{ - V N ~ _ ~ ~ + FILTER DAMS a N - - - G a 24 C.M.P. • o SEE TAIL 24 C.M.P. v c--~.~_ ~ fn $ 24" R.C.P. 24" R.C.P. DROP ~ Q " ~ t 24 R.C.P. w INLET ~ ~ PROPOSED 6" PVC WATER LINE PVC WATER LINE ~ FIRE HYDRANT " v 6 GATE VALUE n cu to ti m 4 ~ - N tn D Q ~ a -i a~ ~ 31+00 ~ _ SP - 3z+oo ~ _ EE D ~ - ~i W oo AY 30+ 33+ m O C / oo - _ AD ~ S. m - _ - ~ ~ R. 00 - ~ - _ 2 9k ~ 35 z - - 34 5 Z D ~ - _ - - +00 ~ ~ ~ `Q` ~IQo Q i~ ~ _ ~ - ~ o N Z v! t ^ p0 ~ > _ _ 5+00 ~ N {J r -a 8 ~ i _ v +U0 cn U G TELEPHONE LINE MARKER _ X00 _ EtJ ' Q. ~ 3l _ - ~ 4 ELECTRIC FENCEr.- a _ _ +00 - - - - - -I ~ / $ - FIRE HYDRANT N o a ~ ~ M Q, ~ o ~ c i TEMPIXtARY CONSTRUC110N EASEMENT U/G TELEPHONE LINE MARKER Q 00 41+00 J Z 40+00 Q ~ G1 E s m r^ ~ PROPOSED 6" PVC DR-14 WATER LINE v y. _ - - _ ~ - Q _ _ -I----- _ _ _ ar ~ g~UCTION _ ~ ~ ~ a~'i N 0 ~ k O scuE: a 0 GAIL VALYt ' `,~a~puamry/y FIRE HYDRANT DATE: 9124102 r 0 CID- DRWN. BY: NEF ` • CHKD. BY: ,DW y PROJECT NUMBER Q .j 801120 DRANMIG NO. SHEET Na DIMION A n~ G1 3 OF ! C1. A, 4 ; . r of :'•i:'. y 12 GAUGE 4' x 4' OR 2' x 4" WELDED WIRE HOOKED ONTO ` PREFORMED giANNEt.S ON i~TAL POSTS `-6` STONE 1 X51 STONE 9 In channels, roll out etrlpa of netting parallel to the t1lTRA410LET RESISTANT BLACK MIRAFI direction of flow and over the protective mulch. a ~ of FABRIC OR EQUIVALENT TO WIRE EXISTING GROUND D+ IMTH METAL CLIPS OR WIRE 0 8' O.C. 2 _ ~ ~ Qr ~ t J/ / T / MAX. SEDN~EIi STORAGE lJtiEt. REMOVE i~ EXISTING STREAM BED ; , ~ . / SEDIMENT WREN THIS LEVEL IS ACHED OR • AS DIRECTED BY CONSERVATION INSPECTOR) -III-III-~ ~ i_ U: _ I I- ~ ~ - ~ ° Anchor nettin in ~ ~ ~ 9 Join stripe by onchoring \ . • . a 6 inch trench. and overtopping. ~ ~ ~ . O • ~ . ~ ~ • ~ ~ SHEET DRAINAGE ONLY • ~ INSTALLATION OF NETTING AND MATTING CROSS SEC110N . ~ ~ ~ . ~ • ~ • ~ • ~ ~ ~ In tall nettin in c r n wi ' s g a co da ce th manufacturers instructions and the following: 8'-0` I---- ~ ~ ~ ~ i EXISTING ROAD 1. Apply lime, fertilizer, seed or sprigs and mulch before laying the net. ~ ~ I fill SLOPE END OF S{LT FENCE ' NATURAL GRADE 2. Start la 'n the net from the to of the slo a of the downstream end ~9 P P of the ditch and unroll it down the grade. ALLOW NETTING TO LIE LOOSELY N ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STRETCH. EXISTING ~ GROUND CA(fltY APPROX. 12" OF FABRIC INTO TRENCH, COVER w/ S0~ do TAMP BACKFlII 3. To secure the net, bury the upslope end in a slot or trench no less than 6 inches des ,cover with soil and tom f"irml . Sta le the net ever ~ ~ CARRY 6 OF WIRE INTO TRENCH P ~ P Y P Y 12 inches across the top end and every 3 feet around the edges and bottom. 1 P TS 0 8' 0.. MAX. Lap ed es of ad binin stri s 3 inches, u stream stri over downstream stri , METAL OS C 9 1 9 P P P P ~ and stople together every 3 feet. Staple each strip of netting down the ~ center, ever 3 feet. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. Y ir~•;.. 4. To ' in ends of two stri s, cut a trench to anchor the end of the new net. P • Overla the end of the revious roll 18 inches, as shown above, and sto le ever P P P Y ELEVATION 12 inches just below the anchor trench. No trench required on ditch bottom. NOTE: CONSTRUCT DADS AND SILT FENCE II~f~EDIATEIY FOLLOWING INSTALLATION OF PIPE ACROSS STREAM. - ~ MAINTENANC T ~ NO TO SCALE Inspect. all mulches periodically, and after roinstorms to check for rill erosion, dislocation, or failure. Where erosion is observed, a I additional mulch. If PP Y ~ _ SCALE: 1 2 = 1 -d / ' washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue inspections until) ve station is firm) established. 9 Y NOT TO SCALE `r ' a a STREAM FLOW - , EXISTING CONCRETE BOX CULVERT TEMPORARY SANDBAG DAM 40 L.F. 24 CORRUGATED METAL PIPE EXISTING STREAM ~:D ~ O 1X SLOPE, TEMPORARY DIVERSION TEMPORARY SANDBAG DAM s -o Z ~ ~ . ~Z N ~ ~ ~~pp O h ti 3'-0' 11'-0` 3'-0` 'lf " ~ 4 i I - = a PERMANENT RIPRAP, 6 MEAN STONE SIZE, - ; d CONSTRUCT SANDBAG DAM 4N OTHER CULVERT OPENING ~ 14' THICK -EXTEND I' 1~ERTlCALLY UP AS NECESSARY TO EXCLUDE WATER. STREAM BANKS ~ i ~ 6 COi~PACTED AGGREGATE BASE COURSE F ~ PROPOSED WATER LINE n I ~ ~ ~ J n ~ 1" PER FT• SLOPE 1/1` PER FT. - Q 1 3' - =111_1 1 PER FT, W 0 i I-1 11~I I I-1 I I-1 I I-1 s -III-~I l I-i I I- 1 i u~ c a~ ,4 A 1 " - 1' " SC LE: 2 - -0 B •M m 1.1 ro .y ti SCALE: 1 /2" = 1'-0" N @, a? O q~,qJ $ , ro SCALE AS SHONN V 11111/111111//kI c `~~a C p III DATE: 8/24 02 M 0 y m DRWN. BY. 14!F ~i CHKD. BY. JDW • . PROJECT Wimem z 601120 I 0 / i ~n• DRAY" NO. SHEET NO. I U. CL D2 15 OF 17 ,r . . _ _ _ _ ~ _ _ r ~ ~ f. ~ r 4: ff II I~I~,~1/~~1~ . 1 Elg5TTNG 12" STEEL ENCASEMENT PIPE, LOCATION APPROXIMATE • _ SPEEDWAY ROAD S. R. 23 _ 55 ~ 4~. - _ _ A 1+00 - 2+00 3+00 t. 1~~ ~ 1$. 4+00 ~ ~P 5+00 6+00 1+~ 1+00 - _ _ _ ~ - _ 8+00 q 1 _ _ 9+00 10+00 11+00 - ~ 12+00 18 R.C.P. r ~P- _ _ ~ ~ - _ M L r ~ ~ p _ _ >rL~ a ~tOP PROPOSED 6 D.I. 22 I/2 BEND IN T Q o - - - o - - - - ~ J c~ ~ ~ ~ r ~ ~ o PROPOSED 6 X 6 TAPPING SLEEVE do VALVE PROPOSED 6 PVC DR-18 WATER LINE (ri ~ ~ ~ r ~ ~ v o EXISTING 6 PVC WATER LINE, LOCATION APPROXMATE ~ ~ FIRE HYDRANT ~ + U ~ ~ z~ Q Q , O F 1a-) . W Y W , J W FU- q ~I Ca 2 , ` ~ W EXISTING VALVE +I a EXfST1NG FlRE HYDRANT . f y ~ 1 1 1 ' 28 ~ 1 _ / _ - o / 26}Ofl _ ~ 25+00 - _ ' _ 4+pp _ _ 24+OO x / - N . G r 1 ' i T N ~ = - E ~ _ f-Sil FE CE _ 1 \ 4 _ 355 _ 23+~ a Y~~ g - DR 1 Z . $ ~ i 8 PIPE DR-14 PIPE R• \ s+oo S _ R AY DW +o~ EE ~ ~ 18 _ SP +00 / E 22 80 TEMPORARY CONSTRUCTION ~ \ ' _ _ E EASEMENT 2~+00 _ v, ~ 4 _ _ i~+Op ' _ SILT FENCE ~ STREAM CROSSING ~ w ~ - _ ~ 18+ 20+00 _ D _ ~ ~ 19+ a < \ , all _ ELECTRIC FENCE v1 N e - ~ + FILTER DAMS o TAI ~ N ~ ~ z 24 C.M.P. c~., C'.~__.. _ a 24 C.M.P. ~ 4" R.C.P. ~ ~ ~ ~ ~i 24 R.C.P. 2 ~ ~ 24 R.C.P. '/Wy` INLET ~J " PROPOSED 6 PVC WATER LINE WATER LINE ` ~ FIRE HYDRANT " ~ 6 GATE VALVE t a u~ 0 ~o 4 a N _ _ _ _ N O ,d. ~ . D -1 m ~ ~ Z w 32+ EE 00 1 AY 30+~ 33 ~r~ z d m ~ +oo - _ AD ~ ~ S, ~ - R. ~ - - ~ ?3 z _ ~ z~-i ` D ~ ~ ~ Q - ~IQ Q N Z 35+ ~ ~ ~ ~ N Q + I O ~ OO cn U G TELEPHONE UNE MARI(ER _ O ELECTRIC FENCES a ~ - 37 ~ ~ O +00 _ - _ - - -1 > ° J FIRE HYDRANT N a _ - 00 ~ , - 39~ 42 ~ U/G TELEPHONE LINE MARKER ° r TEMPORARY CONSTRUCTION EASEMENT ~ OO 41+00 J Z 40+00 ~i. ~ ~ E _ PROPOSED 6 PVC DR 14 WATER LINE _ ~ Q ~ r _ STR1fCTI0N ~ _ - _ ~ ~ ~ N ~ 0 S m a' rear vei uc _..tuuuu... t. ' ae r~ • • LFIRE HYDRANT 11 9124102 rA a r Mtf t ~M • dDW ~i< OJECT NUMBER 8©1120 a s"m t qa a 3 OF17 • ~ , - .t _ a~ - ~ z . , • . 12 GAUGE 4' x 4' OR Y z 4» MELDED MIRE HOOKED ONTO ~ ; PREfORMEO CHANNELS ON METAL POSTS 4 2"-6" STONE In chonnela, rdi out strips of netting paraNel to the ULTRA(ROLET RESISTANT BLACK MIRAFl direction of flow and ova the protective mulch. 9 X57 STONE FABiBC OR EOUIYAIENT TO WNZE °j ~ WITH METAL CUPS OR MIRE 0 8' O.C. 8 EXISTING GROUND ~ i~ / / MAX 5EQMIENT STORAGE IEVEI REMOVE - / SEDNIENT W1fN TIflS LEVEL. iS CHED OR AS DNiECTED BY CONSERYATKlN NVSPECTOR EXISTING STREAK BED - - - - - _ _ =1 I I=1 I I--' III . ~ ) - - - C? = I-~ ~ I . ' ~ a~ ~ ~ ~ -t ~ i-~ ~ • ~ ~ ~ Anchor nett~g in Join str(pe by anchoring \ ' • ~ . ~ , a 6 inch trench. and overlapping. k? ~ ~ ~ , ~ . ~ ~ ~ SHEET DRAINAGE ONLY . • , ~ INSTALLATION OF NETTING AND MATTING CROS TI S SEC ON ~ ~ ~ ~ ~ Install netting in accordonce with monufacturer s instructions and the following: 8'-O" ~ ~ ~ ~ EXISTING ROAD 1. Apply lime, fertilizer, seed or sprigs and mulch before laying the net. ~ ~ Fill SLOPE END OF ALT FENCE • NATURAL (BADE 2. Start to 'n the net from the to of the slo a at the d wn r N 9 p p o st eam end of the ditch and unroll it down the grade. ALLOW NETTING TO LIE LOOSELY ON THE SOIL BUT WITHOUT WRINKLES--DO NOT STR TCH E EXISTING GROUND CARRY APPROX. 12' OF FA~iIC INTO TRENCH, COVER w/ SON. ~ TAMP BACKFlLL 3. To secure the net, bur the u slo a end in o slot or trench no less ~ k, Y P P • than 6 inches deep, cover with soil, and tam firm) . Sta le the net ever CARRY 6 OF WIRE INTO TRENCH P Y P Y 12 inches across the to end and ever 3 feet oround the ed es nd m. P y g o botto . ? ' METAL POSTS 0 8' O.C. MAX. Lap edges of adjoining strips 3 inches, upstream stri over downstream stri , P P y and staple to ether ever 3 feet. Sto le each stri of nettin down the 9 Y P P 9 ~ center, ever 3 feet. DO NOT STRETCH THE NET WHEN APP N TA Y LYI G S PLES. m 4. To ' in ends of two stri s cut a trench to onchor the end f th n .;a~ Jo P , o e ew net. Overla the end of the revious roll 18 inches as shown P p obove, and staple every ELEVATION ~ ~ . 12 inches Est below the anchor trench. (No trench required on ditch bottom.) NOTE: CONSTRUCT DAMS AND STLT FENCE IMMEDIATELY FOIIOWING INSTALLATION OF PIPE ACROSS STREAM. MAIN NAN NOT TO SCALE -J~. CE Inspect. all mulches periodical) ,and after rainstorms to check for rill erosion Y , dislocation, or failure. Where erosion is observed, opply additional mulch. If n ~ n r. SCALE: 1 2 = 1 -Q washout occurs, repair the slope rade, reseed, and reinstall mulch. Continue 9 / ins ections until) ve station is firm) establish P 9 y ed NOT T A 0 SC LE a d / STREAM FLOW ,a TEMPORARY SANDBAG DAM EXISTING CONCRETE BOX CULVERT EXISTING STREAM BED 40 L.F. 24 CORRUGATED METAL PIPE O 1X SLOPE, TEMPORARY OIVER~ON TEMPORARY SANDBAG DAM 6-0 z N ~ C3 R ,;y ~ ~ R ti ~ ~ Z h ii 3'-O" - _12'-O" 3'-p' a ' Q rv ~ -1 i _ ~ PERMANENT RIPRAP, 6 MEAN STONE SIZE, ; d CONSTRUCT SANDBAG DAM !N OTHER CULVERT OPENING 14' THICK -EXTEND t' VERTICALLY UP AS NECESSARY TO EXCLUDE WATER. ~ STREAM BANKS ~ ~ ~ ~ 6" COMPACTED AGGREGATE BASE COURSE ' ~ ~ PROPOSED WATER LINE a l ~ r~; 0 ~ ~ 1" PER FT. ' SLOPE t/2" PER F1. ~ 1 1 _ Q O PER FT, i I-1 I I-1 I(-1 f ICI I I! w Ol S 'S7 I N r~ E SCALE: 1/2,. = ~,_C„ a H~ r ~ , .1J 10 ..+t v } m :o SCALE: 1 /2n = 1'-0" art ..et 0 m 0 Ulal SCALE; AS SHOW N N~~111 DAZE; 9124102 0 DRYM. BY: W.F ctr CHKD. BY; uOW rn r s 1 PROJECT NUNNER 1 's 801120 i • DRAY" NO. SHEET No. CL a.. D ~ 2 115 OF 17