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HomeMy WebLinkAbout20050061 Ver 3_More Info Received_20070612m N E m~ Q e~ v^ Nc ca r~~ ~c d+' = r ~o O O~ W 1 A ~~1 ~~ A =U~ PROJECT AEFHIENCE N0. SHEET N0. R-3415 9 AM SHEET N0. ROADW AY DESIGN E ENGINEE0. r~T N MYDMWCS ENGINEER DETAIL IA -L DETAIL ]J DETAIL 1 RIP RA VI LATERAL BASE DITCH P AT EMBAM(MENT Pl S/a B2+92J4 ~ No+ +o soobi LATERAL 'V' DITCH fOR -L- PROFILE SEE SHEETS 27 28 ixo+ ra Scae~ ~ '" ~= UDJa 124'fLT) ' - iNOr ro Scae~ ALL DRNEW , ' + sooe our" v rv r. D = Q04 T/E o~ra,~ ~, __,, ~ ~ ' Goae AY Fu l RADII ARE 15 UNLESS NOTED PRELIM[N RY PLANS p UIn,O : 1.SFe. nrtdr 0,0 9SY6 FoDrlc Y"..o = I.Oit. L = 74.62 T = .~~r R v ~~~ Eat, 26 Iona 3 '-'0 ~ sioo oma .~ p .~ rvFr. p :1.5 ir uln ro Nor ude ro coNSmvcrmN h ' wMn B la ( 6.0' B ` 3.Oit. / k9 ' r SE= NC ' ' . , b =5.0 F+. D = S.Ofi. TYDe of Llrier : Cl. I AIP IUP TYDa oP Llner = CL, 'S' AU EAt ® STA. 79+20 -L- LT FROM STA. 75+50 TO 79+70 -L- lT F0.0M STA, eJ+00 TO .1+00 -L- ll ODE = SFE PREVIOUS SHEET EST AO TONS \ \ EST e7 S.Y. F.F. Esr DD~o c.v. \ \ \ \ • 1' / I I aE I I a (\^l T / ~ ~ \v , , a ~ ` I M ~ CROSS \'A.1'E ROCK HEIR DETAD, am,H O / V I I ~ M II {~ oc II J~1 _ A :'a I I I I W o: STEPHANIE ~ JAM.: PHe. I I ~ ,: ° P„ e ° OB ISS PG 2b / / ~ J , I I 1a ~ ~o - ""' ~ D SBG ~......,r.=.r n ~. / / 1 1 I I ~ ~ J~ I . ~ (~~~.,. ... O ~ ~.~..~ 1 1 t~` c !~ V ` i I ~ ~ , ~ . HERMAN C, RUTN BL6iCHAM aP I I Q ° ~ I RIP ® E D NAE ; ~ ~ CL B 0.1PAAP LIATERAI 'V'DRC EST, 7 T6N5 PPOP. LmE FOLLOW; [L CNCCx ]' ASE TEML CX MICI(EY P. HOLC I G0.A53 lIN ST. 7 S,Y.f. F. PL GRAS AIIE~A OB 115 PG 169 SEE DETAIII Y ~ DB eT PG 6, _.~.~ ~_ :~~.~. . I I ~ ~ I I ~ PL ~ pp 7699 +CUDO +SDLIp Ol N I E ~ I I pL NH ~ Q O F QP GRASS L NE XAS1A II5 ~ 00 ~ / r/99 ANm E 1~.1$ -L- CULVERT SEF DETAIL •9 I I ~ +0700 8EG1N CU VERT / 1 aW~ -L- POT T9~(J ~ 1' + 10°° +d -L- 57a, 79+,5851 +$16.T -c- 101' CL B RIPRAP~~ + I I ~ ~ Iml Arco ~pp(p O +50 , dD i TONS +a5 EST ~~ +~~ E - ~~ ~ 9 + . +02 5T 7 S Y F F of _ E m $ _ f ~ ~ PDE BS' . . . . . +Sa PDE ~PD PDE dd ~~ ~- ~ ~ ~~ ~ - SLO \ E W PO _ ' uil PDE 0 I I F. / / \ \ _ PDE +ol I I +$onD \ ~ ~ ~L.~ ~ - -- - - _ f 61 cu -- - EST. d E~P - -~-sa. _ X $ f \ F F AOE a0 ~~ t/ f \ \ E E LiJ - LBOw F~SrrW Prr 10' ~ l ear 7d' C.S. PiaE ~ CON XW x/ x V E ~7 ~- ~ \ \~ - -- ~ t W ~ ~ F ~ G. . sl m, ~ U.. a IA „_e e.. , ~ ...,. n - - --- -_-- - .-,., ~•.•• 7GI l o cl ' p ZEM-OV ---__-- xC N~Grwa 6720 BST ------------- II J .,° - n ---- _. -- ------ ~---T----------------- ----- Z T 15'A C (ROW '~ 7GI +6(110 - nxx pN5 w~~xi ww -~, ~ 0.EMOVE t .~.T ~ B w~ L EMOVE - J ~ d ~ ~ f k \ ~- Q s \i E-t1DE p P E E !lD4Jl ~O,pS, 1 +$am +o7m -i- CROSS VANE - E ~ -- - -- -- _ ~,. ~~ -- ttotl I a07 ~- ~ ~ a -f -- ~ B ~\ao' c------- ~~ n 9 R~o P ~\ E E PDE -E - E ~ n _ a I E k _ U 59 ~ L $9~ ~~ +021J7 E ] 14p5Y \ .. °I +SOAO ... ~ PL ° I a I CL B RIPAAP 8 655$ 7000 ~ i ~ - cR °' a eo I °I ~ \ 1200 TRACY A STEPHANE MICKLES 6'~ ~ ~ m~ r I ~ ~ ~OOm Q EST. 7 TONS i +Q71A7 EST. 7 S.Y.F.F.,, 7DIX1 4 ~ t ~ ao.oo'o ~ war ' a.u' aadr 1 +73' +50110 I I \ \ +5pm ~ OB b5 PG 7N O 7/110 I ~ j~. ~ I o I I '' MS$ nm ~ rso . Jzn ~ •~ ~ N R Y6 -L- ~ w \ \ 66~ 1 I ~ ' a . r \ I J... MARY ANN Fe1GEH I 67110 / , -.. / A { PSRM~LATEAAL 'V'ORCH I I ~~ - .-l'.. SE O / / O / / \ I 0 I IM00 E DETAll 7A -1- : I I ~~ga5 / I _L . ~~~ N3D0 7 BASE UTE0.Al DRCH twos uNFD 125D0 DENNIS !JOAN Hl1TTA ~ 1 }I ; \ \ I I ~ ~ ~ -~ w / / / I I ' / SEE DETAIL 3B DB ]T2 PC ]52 ` I I I ~~ ~ ~ ~ ~. / / I I e ` ' I /j, ~ STA. B] 00 -L- .9LwG i 14 1L ' lT I G~ I \ ~ _ , - Isio I ~i / / We / / N _ / I I I I . 4 ~.Sd NII I 40 / I I ~ 1 l s 1~ I j/ / / I I DETAIL JA LATERAL BASE DITCN xor ro Scds~ DETAIL 3A ~ LATERAL BASE DITCH iNO+ ra Scaei ~ o I r ; d vwR.Xl. NET. I I ~ w000 / / _ / / _ / / I I I o s ~ ~ s o ( I / / I I I DEA'OIES 7EYPORARI FNl l pe '01^° .i \a nEr. D l e. Dona :~ 1.1 r D ~ ~ DETAIL :A I I LATERAL 'V' gTCH / / 1 1 IN SI/RfACE WATffl AIIn. D: 4.S F+. u g.7.0 it. Llln. D, l s i+. \ U B.YOiR. R I i Nor +o Scdel L~j1 1 , i 1 1 I I / I o . S.OFi. \ " . S.OFt. FU 1 sooe 1 I / FROM STA. 79+33 TO 87+50 -L RT FROM STA. 79+53 TO A3+00 -L lT trouro rs p riF+. ~ MIn.O _1.5 Ft, )77 J I / , A / ~ / EST DDF- 673 C.Y. EST DDE= dBa C.Y. PSXU Uaa. o = LOFT. ~ - - - • ~ / DENOTES FILL /N iy0e of Llner = PS0.M / / SURC•A"..E WATER F0.0M STA 87+50 TO e]+50 -l- AT / / + EST 50 S.Y. PSPM ~ ~ ~..,~ 6 ESi D0E- 71 C.Y. ~ ~ ~ i i / 18 i5 i i i i / ~ P c eX[row[o KM xtt[ I I~ I \ N ~r .~~ ~ -L- ~ ~ l ~0 w000 s. P/ Sla 136+99.99 C°^~ ~= 5'3P N9 (RIl r r' '= ~ i D = U 45' 392 I I ~ 1 EARL i. BLACK $ • L = 725.45' f M1N» T = 363A1' ~ ` I D°~B uT ~s~ m car ~ R 7530.00' II ~ Iseeo SE NC ~ N ~- B Ar RUCT ~,~ p1AD 63 -L- I I ' / +~xw~o ~ ~~ PI S/o 145+1!?J E,P I ~ `~"` / sfc ~= 015'57.4(LT1 'x/ 1B.or D =0'0552.5' ro /eo~ s77•o9iaq'--~_ N~.5~~ / c ' L = 232.08' /1 N Si7'08'26'E u ~ ~ T=1161N' IE =f g -~ R = 50AOOAL7 lo9.er ~ g sT7sa 5s~- _ ~ SE= NC D I D \ I I +mm -OS- BEG. SBG TOAMY !PENNY BEAVER JOm sU. uo+so {_ L f \ ffOAMFALT CHRISTOPHER HOLDEFD N ~ ~ o HR7m -D5- \ OB ]71 PG 2M Q z .JOm I ~ S s S p} IIOIII~ JR~dIDA WRENN ry. o CPS-4 PI 101+46. O I ~ `^' ~ -t ~ 43.63 I u esr ~ ~ ,~ J~~~ n SPECAL UTE0.4L N' DITCH ~ PD IT ~~7 ~~ N O GRASS TINED _ (off /~, ~ax[E[~xe SEE OFTNI 16 TS 06 e ~Q sr[au cu ~?D,H~ woods I I I ~ ~ ( 6EG1N CULVERT ' N GRASS UNED \ +50m +OOm L DONALD !BETTY GROCE DI ~ aI p ~ o ~\\ -L- PDTSlO. I11+80.43 SEE DETAILIO Cl i ~ 399 ~' ~ SPECIAL CUT DITCH K)Dm \ \ ISDO +5m ~mm ~ "~+557 I I ~ o ~ ~ T6 L ~ 1 ~ ,WA55 LINED +5O(10 SEP-0ETAILIO `~ ~ S/ECIU CUT DITCH +7699 -!- +50110 GRASS UNED W ~ '% Bn 0 ` iTm +[Tm ~ ~-- m SEE DETAILIO ; I rt I +68m - +~ )) 1 ^ +89m -L- o I 5pp O LL.I \ \ +50m 50m W I I W I I .. Nm ~ L _ I i05J2 +IOm -L- ~ _ N w 40m I+ +Opm +OO~T'~' I I m !Sm' E ~ '^, I yDD +52N ~ ~ E T E ~ - ".. E ( E iiT~T ~IP ~ +Om +A3m -L- 5 C ~ i ~ _ ._ t - C I y'~ ~ _ E m ~ a 11 IOm' 5.5 x ~ ~ I ~ C E BS 530 L B AIPRAp --- Io W ---- ---_~_ T7i F ----- POE 5; z ___ , REMOVE 6 REPO. E-~ -~ - Kf --- -~~~ _ U 35p --ls` -- - ~ _ YUELBOWS J 0 ~ ~ ~ - \ _--_~__~- _- REMOVE _~I TT J6' ~~~~~ ~~ +mm Mm X37 +~ {~ /~ -k_ 9 s Aus +~ ~- 10, 1' 10',67' 7S BR p 1:1 ~ BpsgE-~ +p(p' Am Cl I RIPAAP +p9m - Q EST, 15 TONS 1.1 ® >'mm +50m Mm ' 7 B T BASE DRCH ESL 30 3.Y.EF. 'fDm 10',50' L GRA53 LINED Mm _ i SEE DETAIL AC 5 R10 AIP AA) PAD ESi 5.5 TONS EST 6 S Y F F -~ ~ ~ A f ` . . . . . PCSto. ro+oo.DO 1~ WALT _ ~ :er ~ ~ SRBTH PfSH +56 SEE DETAIL 10',50' PI Sta ro+so74 oe ns Pc B7+ ++m ~ = 220' 459 (RTJ D = f 55' Sal ++ ~ r L = 12L41' ' ~. ~ e T =6074' i Z R =2,96651' :~ " PTSIa. l1+2L47 e w ' DETAIL ae LATER L BA gTCH S 1620'216W -DS- POrS1al3+0l37 = CH ~ ~ ' - y y + . A S a -L- POT570.13T+26,42 ws BP4x " ~ ~ . -- SiolPe e o ~~D PPOP'~w+E SB611~3T.w . ~ BFG.SBG STA. 110+00 _~ AT J. ~ IV ~ a .~ D T.~ vFr. ,9514 ~ I DIn.D :d OFr. B _ - c =lo.oF,, DETAIL B FROM STA.t17+00 ro tluoo {_ LT LATERAL BA Ix r r SE DITCH EST DDE- 787 C.Y. + o o xde, ,S. ~ FIX ^ ~~:~ ~y^[, am,a ;, q•? riFr, sane v ~ ~ ~ uln, D = /.OFr. 169.16' L!'.! g : 2.OFf, 31978'7TE D = S.OFr. E fROM STA. 111+53 TO Ili+00 -L- lT v EST DDE- S1 C.Y. "-' sPECDiALTcuI~ olrcH DETAIL IA i xor +o scael LATERAL 'V' DITCH n INOr f0 Scdel N [:en+ uaorlvd ~ ed [+er ~woe~ t %~~ rq :, 4S0' N Of 1 ~ F,II siooe aP °c. ;,, D r ua ., a vFr. N ~ ~~ Min. D : 1.OFr. 0 Uln. D : 1.5 Fr. m FROM STA I77+50 70 133+50 -L- lT p : 7.0pr STA 171+50 TO 135+00 -l- LT i S1A. I35+I7 TO 177+00 {_ LT FROM STA. 110+50 TO 111+55 -L- LT N STA.179+SO TO 110+50 -L- lT p _ _ EST DDE- 35 C.Y, NOTE -L- PROflLE SEE SHEETS -DS- PROFILE SEE SNEEr ORNEWAY RAD!! ARE !5' UN1EA- PAO1ECi REFERENCE N0. SNEEi N0. R-3415 13 AW sHEET N0. IOADWAY DESIGN MYDRAWCS ENGINEER ENGINEER PREL[M[N RY PLANS DO NUT USE N CUNA TRUCTION 1 l 1 FND SBG II Tti 1u+e7 -L- LT 1 l l 1 I „^ l I ICJ' ~ 11~ 1 1 a EARN TABEAHACLE l Fcio W APOSTOLIC BI ^ ~ lL1AY A. JDNESC~K ~ b DB JTI PG 110 F O 'BASF DITCH he all O sPEau Ni+97' I _ LATEpgL ry~pITCH CA053 VANE 1 EE DETAILE A 0.0CR WEIR ~ a ~. SFE DETAR 0 .°o I P r S pS~INEp uL DITCH ~ 1 :.~ AllB~m _!_ i /' ,UBm' w0 w O ~7 e ' I w00D xw xr ww SJ ~ I - I pB~A9W1 ~ aS ^ l PB 7 PG 507 ~- l GRA55 LLINED DI1CH +D25 - - - ~~ ; ~ l SFE DETAIL 10 ~m ° ww ~ +OUY I ll ~~ +2pm W p ~ ~ r AMU 350 ~ 7 ~ ~~~~ ~~ f ~- R~MO>_E ~ ~ _ V I A 1 ~u~ ~~. BDONEVIILE TO .NtHIp 112 + S 7GI ~ ~~~ ~~UFiN ANQBS 10WNSHI 7' 75 D , p I ~~ _L- 114 Y rLt7m 9a I q0~p WALTER 6 WELLIE SMITH 4om . `~-° I END CULVERT o°Be ~ ~ ~ +yom ~ U MVrL"\\~ I {~-L- POTSta.142+00B1 Te SJm ~ ~ c4rE`t I Q II ~ +f/E5 -L C \ \ \\ ~ ~_ FND. ISBG ~\ \~'--~._~ .. .. .. - ~/ STA 1t2+0/y _~~~~___ _ .~__~~ ~~ I .. .. .. ~.___\\ I ~~% S I `/ I I ~ ~ x 5.0 CH .. I \~~~/J I SAL Bc STA AAO BASE INOI to Scolel DENOTES TEYPO,AA91' F1LL DENOTES FILL IN x " I x r I c~o~,a > 2.1 c~ IN SURFACE WATEfl SURFACE WATER D p ~ Nin D ,1.O9f. I s+ ~ r...~ '-' B:7.OFf. I ® STA. 135+17 -l- AT l N 0 _ m 0 E `v n m NOTE fOR -L- PROFILE SEE SHEET 32 ALL DRNEWAY RADII ARE t5' UNLESS NOTED ~ +BIAS -~ ~ Sao 10 t- ~~ v/ -~!_ c =~ ~ roNC. >a S7 L ~ +sB'DDY-o J/, eI I OUS. ~roa I I 4B~N.1 ~CT' /D',69' 1 ``ll iBd00 ~ 451q ~ L1 4500 .. OB, -Y6- ~ ~ h NO R SURF / Y6- All / I ~ Il / / 0~/' O 7 / I JJyy Y ll Op \ \ • V~J ~ / ~/ h - ~ \ / I 1 / 1 II ~ ld ~ PROIFCY REFEIfNCE N0. SHEET N0. R-3415 18 AAV SHEET N0. ROADWAY DESIGN MYOAAWCS ENGINEER ENGINEER © / DETAIL b EAVN k EVA w~HELY DETAIL 'D STANDARD 'Y' DITCH {~ i xm ,D sme, OB IT PC AT SPECIAL CUT DITCH ~ W / DETAIL nA ixar ro Scde~ y',ti / / SPECIAL CUT DITCH PRELIMIN RY PLANS -Ervnr ,de ixor ro scok~ N r ~ r~r ___V_1. ~ .~0'10~ $bDe } ~° ~ Na,~mai O~tO< pl cn 00 NOT V1E RO CONSTRUCTON o , a L none Naor~a oin D a Li D P°R b+/ / / / ~ 4.ouna o v D T'sot $bDe uln, D = 1.0 Ft. uln,D = 1.D Ft. ~k\ uln,D = fA Fi. / / vsau-~ uo.,0 : LO rr, ® STA. TOT+00 -L- LT .+~ FAO STA. 101+50 TO 2W+SD 1- AT / / Type or Llner : PSAM S \\ SiA. 703+00 TO 701+50 ~- lT k FROM STA. 210+60 TO 713+05 -L- tT \~ `D,Y / ~ ESi.125 S.Y. ISAM .. / . _ ~~ / / / / // ~ -YS- -Y6- / l " °~ POrSto.10400.00 -Y6- POf57a:10~00A0= k Far DEU D~m~ /,1 / // "_• S 39'52'40TW -L- POTSYa.201+43J3 ~ PCSta. Jl+90A0 S 34 34186 W DB +IS Pc ees /o / ~ PI Ste 13+9289 O PCSta.1t+49.45 O h ~ / ,1 RBI/ / ~ = 4405' 44S (RTl INDA ~ P! 5'ta 13,`6825 D= 210'199(LTJ ~ ~ y / ~~ GR1D ~ = 38556' s ET~"YEND F~BeNA"~NT: D = P 29' 9~2' ~. e~• , ~ /'~ N~ g T =20289' DEBRA AL BRYANT, L = 43755' "~' -gsr ~ + NpD 6 R =50098' ~Ar s. BRYAHr, T = 2I88(Y ~ d~D ~ PTSta t5+7556 oA~i~L e: swT~H, R = !1,54123' I ~ ~ ROB SA. ~~ ~ ~ 5 8358' 246 W HucN w. BRYANT, PTSta. f5+81A0 / / ~ w AEU' / f DOROTHY B. CHLTON, / ~ ~ PCSto.l8+2/80 SUSAN L. BRYANT, $ 3223'SBTW -Y5 Sta. 21+149= ~~ y5~~ ~~ p ,:~ ~/ AND L~sA aenrAM / ~•„ / ~/~/j'~ ~ PlSfa 19+0614 POTSta.l6+49.41 -L Sta.20t+3029 ~ i~ /~i `° D ° ~3~ aB'(LTl aB 51s Pc TDT / ~. A ~ B£G!N RESUAfK1NC ~~ / ~ / "' ~ o ~+. `r ~!• DENOTES fILL IN L = I6Z5q -Y~ ~ AZONA7Q7 / / / 40 ~ ~3 `r!9 ,rk ~ SURFACE WATER R = 24T85' ~`~}syl'r // ~/ d~ S° ~, oo s + ~--~~- PTSta.l9+8439 A 3pD , oRD r e ~ Bj o S 46'23'149W ~? ~~~AP/ / m YS- JUA ~ ~YAHT[~st~d 'B +161x! -YS- ape S~+E '/~ . ~ `~~` ` #.,(~ v' DrrcH +17.5 -L- ~ ~ ~~ a s, '(s ~ .y SEE~DETAIIEd ~~ PECI S DLINED I ~~ SBfA7 100yU sQPPY SEE DEATIL 10 561A7 +00fA) SPECIAL CU1 DITCH +50LY1 ` AJ, 9 tEpTL' 481)0 BASE CUi DITCH PSRM q~,p l x P30.M 450A7 SEE DETAIL 11A f ~1 ;0 {Op1p 450Lb I SEE DETAIL IJA ~~ I ' 16 E`' ~ 5200 M<b 4101x) L1WJ - p n~ U~ / E c E _ E 1~--E~~E c E_ D E - -- -E-= E _ E ~~ _ PLUG ~ SiZ~~r ,L ~ vEV, ' ~-- C ... 9 ` \ vs E E E x-x-x-x-x-x-x xx-xic~-x-x-x- - s-y-~_ ~ x EM v a.o ~ z.D cone. a. * s.o Cpu. Ne2Gl 16 --- a ----- W ' --- ----~,EIFWE-- ----- - -y - - -- r -_ ~ xz Nrraw,v a men 16 ~~, ^ Z ------ x 25 Bw` x i x_z .. __--_ I x__x _J E ~ E E ~ ~ . ~ ~ T . io-sv.Tw^ ~" Pwc -~ E p E A - ~ ,. ,~. _ LPP D < aF JB E +74 OF r491b -L-~-~, /} 16 10' /DE ~ 40LYY ,.Y ~r -- ~ _ ~F'_ ~ ~_ _ ~ f 455A2 -L- +5000 +37 .. ~ \ , ~ ~ E E F ~~~ E gym. +SO~ +50~ 5300 ~'~ 59' +Iq +!1500 -L- +12 ,alRUav +60 E } 45110 5IA0 ~ ~~ 1' BASF CUT DITCH ~~ ~ ~ ~ 59' 48500 En.iTSr o; v' ~f I ~~ -L- SIECUL CUi DITCH +SO0t7 /SAM .. 1La ~ Dlae 6556 ~~ ~ Q G0.+S5 IINED 4JL0 SEE DETAIL 13A 44110 A BRYANT, et aL-, C ti / + 1A0 6- ~~ 4 SEE DEATII 10 IJ40 ~ ~ S'X10' U L p`^ 4001x1 N ~ CL'I' AR RAP PAD - -'8 1 PD ]fN A7 ~Ib +5010 KtlLG 0h/ IB09' - 1+4 _ ~ 54fA EST. d TONS g wa l0E PG b 5800 6700 6600 / ~ _ - 0 ~ ~ 'R .. EST. d S.Y.EF~ rv .oops ' ~ ~ °~ ~ DETAIL 9c I y°e' /4? XAIUNIfpHY rreEa ~ / 2'BASE DNC LATERAL BASE DITCH `\ PSRM 4B5D0 -L- ixnr +D sca.~ pp 1p _~ sEE DErAA 9c 440m i_ IJSOD' "roc _ EA ~,~ ~ 12500' 135D0' p .` rv r. shoe DETAIL De ~ ~ um. D = Es Ft. / srg1D - is ~ Rr- FALSE SUEAP ? ~ vsau ua..o = iDFf, 1 INO, ,o steal o ' enen B le< 6.0 B : TOEt. ~ioeln Eb.n T R =VA0.F t. DETAIL 13A o zD• ~zo~ roe pE Llner = rsRM SPECIAL CUT BASE DITCH i xo, ,o sc°ki J _ - - D FROM STA ESL 60 S YOPSR~M+SI b AT roura 7., '~ tte' Ditie _ erc EST ODE- 60 C.Y. D f`0 s~ooe ~'~/ ~ _- % ' s : onto smx 4 wovoe.a m+cn PSau J 8 Uln, D = 1.3 Ft, / ®® STA 101+05 -l- LT uax. 0 = 1.0 FT. ® STA 20+]D -l- li 8 =2.OFt. ~/ I I TYDe of Llner c PSAM FROM STA 205+00 TO 208+11 -l- 0.T ESI 125 S.Y. PSRM ~_. U'.~~ ~~~~ ~ Q 1 w ems. AAg ~~ M" ~` ~~~/~ STATE OF NORTH CAROLINA y~/~ `~"7 V/y^i'a ~ Y ~,~j~''~r~ GAe, v'V / s ~ '~7 'J,. DEPARTMENT OF TRANSPORTATION Fg'~; r, MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT'"%rro , GOVERNOR PHONE: 919-733-2520 SECRETARY June 12, 2007 Mr. Monte Matthews U. S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 2761 S Subject: Supplemental Information for Modification to 404 Individual Permit No. 200520314 Modification to 401 Individual Permit No. OS-0061 TIP # R-341 S Widening of NC 67 from Jonesville to Booneville Yadkin County, North Carolina WBS: 34541.3.2 (DWQ Permit Fee: $47S) Dear Mr. Matthews: ~ ~~ooC~(~~ 3 Per your request we have updated our plan sheets to show the proposed modified right-of--way line needed to establish a permanent protected buffer for the four on-site stream relocations at Sites 1, 3 and 6. The proposed buffer widths range between thirty and fifty feet. If the proposed on-site mitigation is approved, we will acquire the revised right-of--way depicted in the plans, proof of which can be provided. We will then erect the woven wire restricted access fencing as proposed in the initial permit modification request. The fencing will follow the new right of way line to prevent mowing in the protected buffer. Please also note that the cross vane rock weir on the eastern side of the Site #1 relocation has been relocated on the plans to the western end to prevent a headcut from forming in the new channel. Also note that Detail #33 (riprap embankment) at Site #3 has been eliminated from the plans. This relocation has already been constructed. I have included before and after photos of this Site, which illustrates that the bank was not armored. I am forwarding this supplemental information to Sue Homewood, NCDENR, Division of Water Quality, for her review as well. If further information is required, or if you need clarification on any other issues, please advise. Your early review and consideration will be appreciated. P. O. Box 250, N. WILKESBORO, NC 28659 PHONE (336)667-9111 FAx (336)667-4549 Mr. Monte Matthews R-3415 Modification, NC 67, Yadkin Page 2 May 31, 2007 Sincerely, /~~~~ Heath Slaughter Division l 1 Environmental Officer Enclosures cc: Monte Matthews, US Army Corps of Engineers (1 additional copy) John Hennessy, Division of Water Quality (5 copies) Sue Homewood, Division of Water Quality Mike Pettyjohn, PE, Division Engineer Trent Beaver, PE, Division Construction Engineer Mark Freeman, PE, Resident Engineer Heath Slaughter, Division Environmental Officer Neil Trivette, Roadside Environmental Field Operations Engineer Phil Harris, PE, Natural Environment Unit Randy Griffin, Natural Environment Engineering Group .. -; :~; ~- ~. . ~; w_ :~ ""qty, 7~'-v ~ f .~'~ ` _ ~ M~~ t _ ~ ~ ~i ~ ~ ' . fit' _ ~ ~: • t . F 1 (~~ ~ _ ` - - ~.. ~ x p ,~13P `l~ { . e , N 1 f~j~ff ~-~~ ~e~i. Before and after of Site #3 stream relocation. The retaining wall and concrete slabs no longer line the southern bank. Across vane rock weir was also added. Note that Detail #33 (riprap embankment) has been removed from the plans and was not installed in the field. The area was seeded with native grasses and will be live staked at a more appropriate time of year. i 0 m c E DETAIL 4A LATERAL BASE DITCH rxor ro scdel N e ~_ FIII r as •i D .~ r, ,. slope Farr uln. D : LSFt. Fork Nav. d ~ 1.0 Fr, b : s.oFr, ' Type of Liner : Cl.'B' MP RAI FAeM sri At•nn rn u.nn _I_ Ir o~ \ 5p.y9yT Ny9 EST /0 TONB EST 82 S.Y. F.F. ESi DDE-~!D C.Y. // I Il D; c I I 0 II ~ II II STEPHANE ~ JAMIE PHIL 1 / De +ss Pc 2se ~ / ,/ /! 11 11 MP Q BANkA1~M E DETAIL YT3 Cl B AIPRAP IIXTfjIAI 'V'DRC E5T.2 YCNS PP"P. LeIE I" GAA55 LIN ST. 7 SIY.f.F. SEE DETAI~I 7 11 PC M / J99 ~p W BE6lN CU VERf / / ~' •-- ~A. so + dI W - _ _ . -I~ ~ Bs' _ - ' uiL 7DE ~ n~ POE PDE v / - - f 61 Leow E~n,N4 wiw fa ~ W v, z ----_- J _1GI __-_-_--- T 15'B C LBOw ~~ 1 w U ~W ~~ / 'e ~,~ ~- E-f-PDE N E f ~E + ~ +50 +OP1a -L- /D•,6s' / 59 ~~ L S9A7 HODO +02L0 z ~ Q I° a° [L cRC[R J' ASE TERM ' GRAS NED aL3A +b~ E CU / + -L- SYa, 9 /DE CL EST, -- - --F - „ yr ~.r w .(,~G~( r n J16BG-------- ~:: IGI +670 - Hw•wi ww ww _ +om CROSS VANE ~ c._ ~J2 -L- F _. ~}PDE C_-_r._ ~ _,~' REMOVE L Ia I CL B 0.1P0.AP o° 6555 rOfb ~ CR~S.~ I ~J~ I +BO ~ ~ ~I EST.2 TONS i P / +SS I I EST, 7 S.Y,EF.~ 7 mm ~ °0.00$;, n.7v' sT,~l, 'r~u~ 73' ~ ~ n0 ad ., aae' _L_ I I 67D0 / AR38 I I II ~ O SPECUl UIERAL N' DRCH -L µm i ~ +6200 -L- ~ -. EE DETAIL 2A I / 1' BASE UTE0.Al DRCH 1251a j IIJfa SEE DETAIL 3B 57 2 C 752 TA 1 ~.. ~ I I IJ I ~ STA BD 00 -L- lT I A' 1 saL I~ I al {r~`~~ N I J ,' <' Nil. I .I I I J/ s DETAIL 7e DETAIL 3A \ 1 r LATERAL BASE DITCH LATERAL BASE DITCH ' . xor +o scan I No, ro scabl 1 I I ~ ~'--~ m ~'--~-~ Fm l/ I I CEMDTfS TEYPORA4r F/ll ma .r D j.> vF+. skpe roNna D 2.~ . Lr. voile ~, I I IN SURFACE WATER U uln. B = 3.5 Fr, B Uln. D = is Ft. ~ I 1 g:7.0 Ft. ~"~ g:J.OFr. I 1 p :5.0 Fr, p . S,Ofr. FROM STA. 79+75 TO 87+50 -l RT FROM STA. 79+57 TO 83+00 -L lT ~1 EST DDE• 627 C.Y. E5T DDE= 481 C.Y. \ Ll`IaTES FILL 1N SURFACE` WATER I 3 + d-...~ I R -L DETAIL 7J PlS70 BZ+92J4 RP RAP AT EMBANKMENT DETAIL 1 INOr ro swbl LATERAL 'Y' DITCH ~= P03'!24(Lrl INpr ro xaa D = QOy/18 Olrcn~ ~- ~~ ~ L = 74b2' crpae L-~--/ N a 1 ~ FN~ r = ~T3r ~ r uM , D ., • Fr. sl~ R = 80,OGbJ70' Ea,. lb lone 7' ~° uln. D : r.s rr. = b =5.0 f r. TrOS or unsr : Cl.'I' AIP RAP ® STA. 79+30 -l- LT FROM STA. 73+50 TO 79+70 -6 Li DDE = SEE PREVIOUS SHEET \\ \ \ C) /1T \ \ 11 ~J ! I ~ I 11 1 II II II II d ~ II D SBG ~ d A. 87+62.5 lT I II II t II a J II m CH MICKEY P. HOLC I I ~ P, 08 115 PG 169 ~ I I 3' BASE UT 411~H GRASS LINEQ ~ERr u +29A5 -L- SEE DETAIL 4~, I I ,R7~ 5 I I 79+5851 +51aT -L- Cl B RIPRAI'a~ + /s m Esr.l roPJS +oI lol IDEST. 7 S.Y.Ef. + 51 PD PDE dd' I I ~ 15D0 D +Ot - I~ I +SODD NOTE fOR -L- PROf1LE SEE SHEETS 21,28 ALL DRNEWAY RADII ARE !5'UNLESS NOTED a • PL 7699 ~p A76aD r t ~ ~ +ODla 60L0 E~ L/ O IEABIAN ~ RUTH BINtCHAM DBnPCS+ P0.0JEC1 AEFEMNCE N0. SHFEF N0. R-3415 g AM' SHEkT N0. ROADWAY DESIGN HYDMUUCS ENGINEER ENGINEER PRELIMIN RY PLANS UO NOT UfA Po fON9TRUR10N n.~»s CR099 YA,1E ROCK RT9R DLTAB. mH fi . b'.. a ~•'rV o =^ ~_ __ _ BAJ~ .~.,.~...,,..•,. .u.~-~ ti ~A+1.A +SOfa OJ N5110 +p7~ ' arm ~ E _ E +'SODU KoGb 55fa 601p ~ F\ ~~ ~ E ~ E E n ~~~ _--_ K,,w~.AC .n. I NC NIGMV 61 p857 ~ ----- 1 --~ ~~ c _ -~ ~~ E D E~_ .. .. _ \ +SODO ~/ \ \ ~ TRACY w STEPHANIE MICY,LES \ \ +r~m +SOla DB 105 PC T51 O 111p \ \ 66D0 \\ ~...-t...-.. ~~" ~. ` FF~LnS .\~\ ~ ~ ~ ~._~ . ` , , \ ~ _ ,JI Isio 0 14 VIA, NT, w000 REi. wnL ~ DETAIL 3A LATERAL 'V' DITCH Not to $cael `~ N i FI- LrpuM D I'LL t. Slope 0 DIn.D =1.5 Ft, Ps9u-~ N0*.e : t.0ir, b :S.OFi, TYDe or Liner : PSAM FROM STA.BUSO TO 83+501-AT EST 50 S.Y. PSPM ESi DDE• 31 C.Y. L I --- - -~ E _E / n RI °~E- ^ pL =1 m I 6lb3 ~ ~ ~ • I ` I /~ k Ipl ~ C I ~ I M55 MARY ANN FNGEA I oe s/e Pc sot , I O /~\ I n ~/ I // II /r II ~ 7 / I I !r II r We /7r I I `$ / / I // II // II u // II og r / I I /r I // I r 1I r 1 I II / II / \ / 1 \ ~ ` - / - - / - - - , / i i ' / i i i i ~ ~ O W TWT '1 V I W _Z J LI f L 1 ~ PROTECT REFERENCE N0. SHEET N0. R-3415 13 A'M' SHEET N0, 25'E rxEr°wtD stun waft W I ' ~y'~ -L x rr, + NOTE I R AENGIN EESIGN HENGI EERS / 6.0 x000 + rx..- ~ PI Sia /36+9999 `DN`' I \ r--^ _ " D = o ~brl39r 1 ~f r , ~~ 1 z$ FOR -L- PROFILE SEE SHEETS I _w.. ~ ~ I oe ~ ~ 93~+ F -05- PROFILE SEE SHEET I T =_ 3634A1' ~ ~ oe J1T ~ y ~' ALL DRNEWAY RADIlARE l5'UN1ES ~ PRELIDtIN RY PLANS DO NOT lUE CONSTAIx'rION car' .~ R 7,530.OD' ~ ~ ~ ISBEp o `"'. ~ Pry Sf NC l ~ N I Y cj NCGft1D a~ I I a Av ADE~m ' / a 1 D 93 - ~' ~ NA L- I I ( ~ ,~~ Hoop I z ~'~"~~ Pl Sta 145+112! I ~ C0x` ~ ~ ~~ ~ ,+ 16.or Sfc ~= O'15'57.4lLT! P I _ D = vD6'SZ~ ro D +~ s7ros~a•E +"-~ luso I ~ W L =23208' ~ ~ 377.0 I I FNO SBG ~ T - 11604' E / °~' :, I II 1A 117+87 _4 ll M79.B7 1 j ~ ~ R = 50,00000' ~ f ~ I 1 57258'75'- ~ ~ I _~ SE= XC c l c 1 1 \ +mOp -DS- BEG. SBG L L I '- L J TOMFIY ~ PENNY BEAVER ~ - 30m - - srAUD+sD-- W., \ (FORMERLY CHRISTOPHER HOLDEN( b ~ +pOLN) -OS- oe ] O teA _ - .tom I C1' d ~ 3 s ~ DDB ] ~ REdM „' $ .L- II ~ a GPS-/ 1 107+46. ~ ~ O ~ I -L +43.63 ~ - ue ~ ~ n ~ ~n cAEACSISLUPUiEORAL'wDlrcH TS Bsr ~ ~' 17 ~ ~~ KaNi[NNa FAITH 1A~R~POI,AMp,E MOJTDIk C{IDgC LII • \ SEE DETAIL Id Od t ~~ ~ JT,LIM A. ,q~Sl KedC _ ~ ^ 4 SPECIAL CU ?SH\ xooos ~ I ~ ~' BEGIN CULVERT ~ Sw •. N GAA55 UNED \ HOOm L DON~DS~ ~T~OROCE `~ ~{ ml p ~ a = ~~~-L- POTS7a.14i+80.43 W O A E ORCH ~' nll o SFf DETAILIO C( ~ +SOm SPECIAL Clff DITCH 1500 I +LVm - - °~ 16 ~ s OS - +mm ~ ~ 15m 1557 ~ I ^ O L N ~ ~ 1 +SDm sEP-DETAIl10 SPECIAL UiE ` 16191' ~ I 52m \ '~ SPECIAL CUT DITCH ° G ~ ~" DITCH CRO35 VANE ~ °° I 13699 -L- ~ +SOm GR455 UNED v, '3 Bx U Ilm SFE DETAILEA SOCDETAEIA I ~- 10m \ m SEE DETAIl10 ~ I 2 I 16Bm +50m I W \ \~ +50m SOm -!- W I ~ I ~ Nm .~! +pSJP PL GAA33ELI ETF~ DITCH L S ~ ~ w I L +IOm -L ~ - 953T SEE DFTAIC 8 ~ I ~~ ~ w IOm I ~ I +Nm ~~~ I I m 95m' +~7m -L- i /, '^ +6PM A79m' w ' ~ I E E E e\ - ~I I ~mE E51~21rP Ns ~~ - +pm -1- ,d "p x I xpap Nx xi x. 8'i _, I Y ~ ~ T - s c _ _ ~ . E c 1111 ~_ _ _ E Esr Ca..PP gym, ,. - I ROM SO S .. p a AN AL ss ' ~ \ p E m ~ o sap L B AIPRAP t10~ II ~ 7 PG 7WU Q W ___ _-_-_1-__.- _______ . ---~ ~ P PDE 3T I G~35 LLIN[p DITCH +915 - - z ----REMOVE a REPLACE-s ~ --- -_ _ 1 - ti~ SEE DETAIL 10 ~m _-_ -~ _ AAU 730 --US" e ~ 5,J 1 ~Ef YUElBOWS ~ ~+? L I ~. -~~ AFMO J c - _ ~_ _ _ _-- ~ --\ _________ __ __ ,~ -`-~I ~ p xx ~ _ Tom I I +5°m +POm J6' ~-~ __ ~~~ a ~ r ~ ~ I w7m 1200 W "'R BS7 -~ ~ ~_ ~"`EGi RETAIN ~E.Cik_ND ~ -~~~~ {RAU 350 ~ ~= L-LU +02m P ^ f ~ ~~U 350 ~ ~'~ ~ ~ - ~_ f AOODO Mm + 3 +~ a ~~ BCCS T A~MO~E ~_ ~~ +76.99 -L- ~m 10 , 1' 10',63' 2S Bt 0 ~ BOWS-E ~~'^'~~~ B~ ~~ _- Q IOm EST. 15 ONS ~ ILUm T 28m sA 1 ~u~ ~ 600NEVILLE 1 C 2' BASE DRCH EST, 30 S.Y,F.F. ® ,am +5pm Mm +7e 7GI ~ ~ _ G ~NSNIP L IS __oRTH gN GRASS LINED Mm ID'sD~ Ip, 112 + 5 0 ~aBS 1~WNS~i SEE DETAIL BC 5'%10' > I. ~ 1 ' 37~ ~ 7 AIP RAP /AD A 11 ZGI ~~ ~ ` EST 3.3 i0NS -DS- ~ ~ ~ 78 j13' ~ ~0E +p I ,,, ,, Z-~ - E5T.6 S.Y.f,F. HALT PfSH +56 75 PC57a.10+00.00 _ ~ ! NELLE sMRN SEE DETAIL 10•,50' ' • DE 114 \ 71 ~ 2e1 PO D +950 -L- P/Sla 10+6074 oe »s Pc e3ii IIm qp I rAi, 0,.. Hmm ~= 220'459lR11 M I aDr TER a NELLIE sAdTH 40m = D = f 55' Sal ~ r I I END CULVERT ~ ~ ~ Joe (~ L = !21.47' ~/' r; „ +mm {~-L- POTSIa.l42+008! ~ eT1 +9omm y m ~-- T =6074" ~, ~ +Im 4rL\ ~ Ta carf`~ Q R =2.96651' Ln -' = i I 5 l6~tiBW ® ~' n I I ~~ L 11 DETAIL 9e -DS- POTSlo.13+OL37 = ' ~ ~ ° + I LATERAL BA~a DITCH -L- POTSla I3T+28,42 ~~pws 5e>NCH ~ S.~ BEG. SBG ' 1 ~ \ + . Srope PAOP.U~ 5g6 Ar11•w . ~ ~ S1A.110+DO -4 Ri ^ N ~ \ ... Dojo ,y 0 qd rvFt. ~95!6~ .. .. \\\ \ ... lob AIIn.D dOFt. 59.28 ~~~ L:.J B ' S.O F t. SBT o6 pB~w .. ~ ~ 5 ~ 1~2G 01 \ ~ ~ .. DETAIL e I __'~_----8~ ~G3 FROM STA.143+00 TO 111+00 ~- LT ~ - LATERAL BASE DITCH ~ ~ - .. _ ~~ c ESi DDE- 202 C.Y. ~ HD+ ED 5<ak~ m a I ~ ~ u D ~ SbDe S S ~ ~. i y; D u''n 1y q:~ rifr. ~ ~ ~~ A11n, D = I.OFS. - K9A6' L:J 519'30'31'E B =I.OFt. b = S.OFt. E FROM STA. 111+55 TO 111+00 -L- Li o EST DDE- 57 C.Y. "_' SPE DAETC IT DITCH DETAIL 1A i HD, SD scan LATERAL 'V' DITCH N_ ~fronl NOS tD Scdel ° xDD+~wa ~ a•>'t~ shoo UP P. 1 unG .~ .\ Y/f f. Ope d, °s. uln, p : LDFf. H ~^ mn. D : is fr. FROM STA 133+50 TO 173+501-1T b:2~0Ft. m SEA 131+50 i0 135+00 1. lT i STA 135+I3 TO 137+00 1- lT FROM STA, 110+50 TO UI+BS -L- lT N STA 139+50 lb 110 i 50 1- LT „r _.. ESr DDE- 35 C,Y. 7 II SISS J 5.0 [w. ~-% I I L ac 1 STA AAD BASE iN tD $Cdel ~ DENOTES TEYPoAARY fJ(1 DENOTES fILL IN " ' ' ' N , i c IN SURFA:E WATER SUP,FA^.f WATER .DNDo .7 D Z.; .aw I ~ uln. D : f .O w. U --•s r-- ~ e :taFl. I ® STA. 175+1J -l- RT m 0 ~0 E v co NOTE FOR -L- PROFILE SEE SHEET 32 ALL DRNEWAY RADII ARE 15' UNLESS NOTED DETAIL d EAVIN ~ EyA ~~y DETAIL to STANDARD S ~ TCH DB I7 PC JIT SPECIAL CUT DITCH IYDi is $Da,l ~I.ani + Nrouw y 5 ~a Nacr1Ynra ~ •> ~5e1 Osaoe D a 7y D fso W S uln.D : 1.0 Ff. ~k\ YInD = I~Off, / ® STA 202+00 -l- LT }\ F0.0 STA 702+50 TO 201+50 {- AT M STA. 70J+00 TO 701+50 {_ LT / k~ Ev . 621.70' ~~ ~-- ~,;;,,; E ~ LYNN ROSE k FOT DEAN OAVIS oe Als Pc ees I+BUS -L \ X6170 +7pm5 V "l \ `'V - ~! ` c =~ J CONC. JD -~- sT 1 E +5A1p/- ~./ I sF &/S + I I ~Yn:~ ~~ 10',69: 1 +B6m ~ Ism ~ 1 ~5m m, -Y6- Ig 1 / // MD R SURf ~l / $ Y6- All / I ~ I / 0~~. / / ~ ~, a,/ ~ ~~ \ \ / I 1 I I I~ ~ ~r ! a ~ Ju ru eRYANr,.~~~ frs- Ax LIAP DRCH +]785 -L- LINED ~yyU PEC T DRCM :TAIL 6 5 TINED 1t~5 SEE OFATIL ID J +~~ +Wm +SOm .p1p 521V Mm E E D _ E - -~ j rv. / / l% ~ / ~S~/~ r i~ ~~ S°( wpm %m S~' S~ / CENOTfS fl(1 IN SURFACE WATER s ~ ~..-~ DETAIL ,u SPECIAL CUT pITCH i NOi iD Scael Franl f Gouts 'l 'L•\04}e' $bD• c o um.0 : 1.0 FA. Tyoe of Liner : PSPM FROM SIA 710+60 t0 715+OS -L- LT EST.125 S Y. PSRM -Y5- Pnrsra. ro~00m S 3Y52' 402'W PL;S/a 11+90.00 PI Sta !3+92.89 ~= 4405'445'fRf1 D = !f 26' 126' N~ pR~p L = 38558' NAp 63 ' R =5005+8 PrSta.15+7556 S 83' S8' 24d W PCSta.18+219p PI Sta 19+0619 ~= 3P35'099'(LT1 D = 23'07'0!! L = 16259' T = 84.34 R = 24195' PTSta.19+84J9 S 4623' 145'W wpm +SGm 58m +Wm 43m BASE SEE +701 D E E_~ E f 4pm ---- _ E -x x-xx_% Q, x_x d~ 0+ X-~ ~~ a,0 x 2.0 [ONC~N. p% F --~cEMIIVE- ---- NC Mry'MrR 6/ 2b BST lA'1 _ T E~~~ _c -- -----,y-~..-c---- x 2S Be x x~x_-x = =SJ-- X-x E roE E f o <PP o s of JB E + 16 I / +SKAE -L- +50m +SOm ~OAY +SOm 5)m + ~~ SIm ~ wpm 7' BASE CUT DRCH ~~ -L- SPECIAL CUT DRCH +5pm PSRM - B5m 6- 1BD0 i~ S E DEATIL EDD 'Jm ~3m SEE DETAIL 1JA ! - - 0. a ~ 5!m ~~p,, ~ v ' l.' 700 UMIf0RY 7A°fR Pp j Sta. 21+149= ~% ;y5'~ Sta.201+3029 ~~ ~ ~ ~ BEGIN RESURFACING / ~/'~ -rs- srazowpm ~ /~ f 9 / ~~~" // / I _9~. DETAILIJA SPECIAL CUT BASE pITCH INDt i0 scald .~ Y e~ rrom rowa L }5 i p Efo ~iooe PSRY J D Llln, p : 1.5 Fi. NOx. d = L0 Ff. B .1.0 Ft. iYDe of Llner PSRM FROM STA 705+00 TO 706a1/ -L- R1 EST 125 S.Y. PSAM POf ~Sm S. SITE 6 Mm 7 5'; CL.'I'Al/ AAP EST. d it ESi. d S.Y 2 BEG SBG _ 7+75 {. 0.T N9m -L- IPDE ~ ~101Y7 , q~ i .. ~ +19 59' ' suss ~1s 2'IASE PROTECT REFERENCE N0. SHEET N0. R- 18 bM' SNEET N0. ROADWAY DESIGN MYDRAlAlCS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOE USE FO [0NSTAUl710N -Y6- -r6- P~rsto. ro+aDAO= -L- P0TSYa.201+9313 S 343418fiW O ~ PCSYa.ll+4945 P157a /3+6825 LIVDA s.,lollESOH, oRRIN D.sNAw„wL, ~° 2H1'!99(L71 STEVEN F. BRTANT, D = P Zq 472' DEBRA Rl BRYANT, L = 43755' dAr s.BRYANr, fRAIK L. SAITN, T =2189(7 DANFl B. SYTH, R = 1154(23' HUGH N. BRYANT, PTSY0.15+b11)0 DDROrNr e, cNl-TDN, SUSAN L. BRYANT, S 32' 23' S8T W APB LISA C. BRYANT PO(Sta. l6+49.41 DB xs Ps Toe a ~ +OOm SPECIAL CIR DRCH +50m ITCH 'SAM +5pm SEE DDAIl51U nm ISA ~Om W I E E - - zX B.o (Dk Nw7Gl 16 - may= =x-> x -- - - -"e - z _ _ -- PLUG } _ _ E ~- -f-~ u . E f -L- l +do +B5 ' n I urw 1 mrr+otlA E .. 711 .. 655G FAT Id S.Y I.F. ~/ .. - A.~ ~Y~,et alp ~m +SOm +Upm `. IB 10E PC w V 5Bm 67m 66m woods lASM J- lu'g' 135m' DETAIL De FALSEc SUNP ' ' INat Scael `". oY+slae Oncn irafflc fbv 2,DI GI -s- arc s : Ol+cn sane f Provo»a mfcn STA 103+05 {- LT S1A 208+10 -L- Lt S1A 310+70 -L- R DETAIL 9c LATERAL BASE pITCH !Nat 10 Scd•1~ N ~ ~ Rn r I° a L~ }. vane ~ Yh.o :ls Fr. PSAY Max,6: 1.0Ft, b =vARFr, TYDe Of Liner c PSRM FROM STA 208+BO TO 209+57 -I- Ri EST. 60 S.Y. PSRM ESi DDE- 60 C.Y. J