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HomeMy WebLinkAbout20071687 Ver 2_Application_20080103~~,,,~. y° w°'~. Yin .Q auw ~~ STATE OF NORTH CAROLINA /`~~ff.~ '\~~~/~ ~~1~ (j `'~ tv ~i7/~ ~~~,~ C`~C.J R4,~,~~Yrr~RU ~~~~~n. DEPARTMENT OF TRANSPORTATION , MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR SECRETARY December 17, 2007 Mr. Brian Wrenn NC Division of Water Quality `''~ t / 401 Wetlands Certification Unit ~, ~ ~ ~ 1 `~ 1650 Mail Service Center Raleigh, NC 27699-1650 SUBJECT: WQC No. 3704 request for T.I.P. No. B-4063, Chatham County REFERENCE: NW 23/33 permit application, dated October 1, 2007 Dear Mr. Wrenn: An October 1, 2007 permit application was made by the NCDOT for Section 404 Nationwide permits 23 & 33. Since all general conditions are being adhered to, no written concurrence from the DWQ was requested. However, the USAGE issued a GP 31, necessitating written concurrence for a Section 401 WQC No. 3704. Please process NCDOT's permit application for this project for a WQC No. 3704 from the DWQ (debit $240.00 for a Minor Water Quality Certification from WBS Element #33427.1.1). All actions proposed in the October application are still valid with the exception of Site 1 in the permit application. Site 1 was modified after the permit application was sent to the USACE. The 72-inch pipe located at Site 1 was skewed to the southwest to facilitate better stream flow. The stream impacts at station -L- 18+65 to 19+30 LT changed from 52-feet of temporary stream impacts to 66-feet of permanent stream impacts. I have enclosed 5 copies of the updated permit plans and impact summary sheet. This project has a let date of April 15, 2008, with a review date of February 27, 2007. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-715-1500 PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-715-1501 1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699-1598 LOCATION: 2728 CAPITAL BLVD., SUITE 240 RALEIGH NC 27604 Thanks for your assistance with this. Please contact Sara Easterly at 715-5499 if any more information is needed. Sincerely, ~. , Gregory J. Thorpe, Ph.D Environmental Management Director, PDEA Cc: w/attachment Mr. Travis Wilson, NCWRC Mr. Gary Jordan, USFWS Ms. Polly Lespinasse, NCDWQ Cc: w/o attachment Dr. David Chang, P.E., Hydraulics Mr. Mark Staley, Roadside Environmental Mr. Greg Perfetti, P.E., Structure Design Mr. Victor Barbour, P.E., Project Services Unit Mr. Art King, Division 8 Environmental Officer Mr. Jay Bennett, P.E., Roadway Design, Mr. Majed Alghandour, P.E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Scott McLendon, USACE Mr. Wade Kirby, PDEA Project Planning Engineer 2 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS CHATHAM COUNTY WBS - 33427.1.1 (B-4063( QEvtsE~ ATN ReNSed 3/31 b5 SHEET ~ ~ 11 $ 2007 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACT SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size /Type Permanent Fillln Wetlands (ac) Temp. Fillln Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands ac) en Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 18+65 to 19+30 LT 72" Cross i e 0.01 66 1 -L- 19+25 to 19+67 RT 72" Cross i e 0.01 >0.01 48 14 2 -L- 22+g1 +/- RT 1 90' Steel Girder Bride >0.01 6 2 -L- 22+g5 +/- LT 1 90' Steel Girder Bride 0.01 34 2 -L- 22+97 +/- LT 1 90' Steel Girder Bride >0.01 6 TOTALS: 0.02 0.01 126 48 P ' m 0 w SPECIAL NT DITCH 1 NOr r0 $cobl FAONi Nprurd e•1p1~0f OIiCN SLOPE Grounp •, iD e o illeer Min. D' I.S Ft. FaYlc MO%. 0= IFt. Type Of Liner: 01055 '4'Rlp-ROD I {- 113+7s - u+oD LT. I AD I t97 I 1 \ fGd' DETAIL '8' CHANNEL IMPROVEMENT (20 L.F.I I NOi r0 $Cdel Exsliln9 Ground Ex Ie Lrpun~ yi ~~. ~; Bd$E DETAIL 'D' DETAIL 'E' CUT DIT H RIP Rqp AT EMBANKMENT I NOi to ScO el (NOS to Spdel NoalFal T' ~ y .~ CrounO 4 ~ ptCx GR1OE z„~o a D ' 3, 6 y FAONi OlfCx SLOPE J. MIn.D : I.B r'1. Type Of Liner ~ 01055 IRID-ROp W/ FF UNE STA i0 STA LINE SrA TO SiA RIP RA/ FILTER FABRIC 1- 21+00 _ 12+50 lT NS . ~- 22+d0 - 22+75 LT. 16.0 19 ~ 1- 2J+00 - 27+10 LT. 12.0 13 \~ \ 1- 22+80 - 2J+00 RT. 21.0 25 / - 1~ '~ LurH€R T JON&S ~M PROIER REFERENCE NO, SNFt7 N0. . ~..~LKEY G: 8-4063 I RW SHEET N0. 1 ~ ,~ ROADWAY DESIGN NYDPAUUCS o ~ 4 °/ ENGINEER Permit D ENGINff0. wing T J o GVATE TO NAT. GROUN p~ ~ ' Sheet 6 of Z, / + IP RAP-AT EMBANKM ENT e ~ PRELIM[N RY PLANE - -.f a DETUI x ' f•f DO NOT USE LONSTRURION A eW .I I o :... p~ \..` \ v ~ M PR Pp~ GA1 RN. ~ D PROP SIEiIAL CUT DITCH 'r a25 \I . ° ~ ~ ~ TO-27+ Q LTO T 51+00 ' + ~1 'I~ e `..~1 + .'.. 3EE DETaL 'E' EraL G SEED DETAIL 'A' 1 "Q-)c \ C, y?„ ~ COUNiY NC SEE RROF - ';- ~` Sff P0.0FI E 0 \Ort ~ ' L ~, ,.t ~EZavArE ro BRIDGE 0 ON NC r902 ,? ~ ~ 0 ~ 9EE osPECYU cur cn - , ~ OVER SANDY BRANCH ~ i ' ~ t j na+oEru~'D',+s RDxtE ~ ~i I ' HAUL ROAD ~ .-s II I ~ ~' sEE DEraL H Y - ~ AA11~~/ 08pp /07 v \_ - ~ ?+..~. \ ~~ PROP. SPECUI CUT DITCH is ~ ~ 2 CLASS B'RIP RM ~ ESL. TONS I I a !- w 495 .. J s ~ F F T SY ~ _ + P0.0FIlE HONG FX1511NG BPIDGE "~ E ~ 2 7 B, F.F. - 7 SY ~- ti SEE PROFlLE- +'!Ll~ ~ ,~_ ~ ~ /:~~.• (~ LCl ~ ~~ ~~ t ~ n+DO 23+oD -,: -. °-' -.. ~ ~ ~j'.. ° .. LI -..-. .. _ -: r, ~: - ~ I , : ' '~ .M-;7 . ~- '. N .B. RIP ~ ... _ \c ;t.., I ONS '1~ -t ~-,. ~+ .:4 .. ..., ~ l-- c ~ ~ _ .~, ~..,. P -C ~"B PoP RAP A E ~ i I ~'"~' . N .-u~~ 475 ~~-. __ EST. B TONS :. o- ~_ sq0 ^_,r ~ FF. '.. 215Y CHANNEL '~. F:F.`~7 SY a W I ~ i ~ ..or W ~ ~ .:.I -- ~. ~ ~ ~,; ~P~~ ~$ 1,. - - TBD z Q R f '~' APR ©,K N _ ~ # "'°-~ ~ HFAO~wA¢ - s ~ Rn = € ~ ° ~ ~ E-'TDP I ,. ~ ;~'-~ - / ~- ~ ~. ~ _ ~ Ull(EL - OHY7 nra -~ r f. / - , N i ,i --~ -~,- - ___. ..:.. _ . - . L ~~ ° ~ N(t2 .-0S1 - L" 0 ORCN ~ I `~ a>rJAf ._ _ ...~ _ 0 - _ ... -. -.. _ ~,,..o -- /_ ~ ~ I ` P. Ui. BAS - JB~BEAYEA, JR. PRO 1 ~ ~ ;_. ~1 ~ - p4v - i I Y,. - 5 ' ~ ~--•--- - / o (+ T ~~11 p P. SPEC4L cuT orta ;', -- _ _ _ _. I I 1 3EE oRCx D~Erat 'e _ _. _ , o + GI ~ ~_ ~- ~ -StF.~,IY ( R EE PROFBE s sEE PRORLE ;. ~ Y, o ~s-I ~ ~ ,.. ~ azs ~ LIJTHE_ C ~50R1 RlP RAPEWAY' ^,, d ` _ 1i _ _ ` w FRfr aoDOa I ^ r _' ~ A. t. JoNES..' USE COARSE ADGREGATE s R ''--~~ : lr~''J , ; , F.. to sr R _. _ .,~ Il ': OE Na Im s del ~ ~ - 1 ~ I ~ SURFACE AS NEEDED LATERAL 'V' DITLH ~.1~ JFS ~ -'.~ l' ~~~ ~ ~ ;R `^~ - ;ed S; P. UTEILH 'V'DRCH t.'. ~ ) a I q \\// e 1 - RIP AAp AT r` + + Flu ~ ~ Sff`DrtCH DETAIL'C' ~ "L=r ~ 0 ~' 1 xpturd V~ ~n~ '~,~I sEE PROFE.E n . + ~p 1 ~ ~ I _ TD 23+aD Rr u u CAUSEWAY CUANTIT/F5 Slope I'/Fr. 9D a Wouq ~ 11 LJ /, ~~ I~,~ ~~ SEE DETAIL-'E' MIn.D - I:5 Fr. ° ,.' ~G Po ~ ~~ ~ "SITE 1 :DAVID B. GR.MORE ~ 0 ~ ° ~ I ~ i ~ VOLUME OF CLASS ll R!P RAP mn.d = 1.5 Ft, urer ~ _ '' :~' Q I BELGW ORDfNARY HIGH WATER= 39 YD' b= 5 ft. Fabrk ~ I N 1 - 6 I type of Liner : CI055 'B'RID'ROp J i JB BEAVER UNE STA TO STA D.06 0.1P~ FlLTE0. FABRIC I SEE S ET 6-FDR ti~ - ~ _ ~ ~I ®IN SUAFaCEE W4CiER5Y F3L y I 1- 18+50-19+35 RT. 54 As no I ` - ~. ~~-- 1- & ORNE~ c~- FROfJLES `;, - , DENar[s FILL i ,r`te` l I,~, ~, y ~ I PAVEdfNT AEJIG/AL ®IN SURFACE N4 iER5 ~~ DETAIL 'F' DETAIL 'G ETAIL 'H' LATERAL OASE DITLH D I N EEBANKMENT EXCAVATION 1 NOi f0 $cdel lxar io Ecdel Ex I11 INpi ip Spool d Exelrlnq $bpe n Burp Min.D =1.5 Fr. Irtr. ~~ D ~ e apund Front nprurol 1'3 plren Groynp r/ D $bpe Lroun Grax,tl ~ fir. .~i M'n.0 : L5 Ft B d MIn.D - LE Ft, ' ti' •/Pr B ~ 2 Ft. Fluor Faprc D E Ft M n. d - LS Ft, Furor Fcpric , wvr. . type Of Liner = CIpS$ B RID-Rpp type of Llner CIDSS 'B RIp•App vprles ~vp-les UNE STA TO STA D.CI.E RIPS FILTER FABRIC UNE STA TO SiA RIP RAP RLTER FABRIC UNE S wSTA TO STA 0 SDA E 1- 23+00 14 1 ONS . 1 - + 5 Rr 65 70 190. 1- 13+10 - M+00 lT. @ li7 ~- 12 HO - 23+82 LT. 250.0 _ 4Z~. _ r_4.b0._ .. : = Y m -. * W ~. DRAINAGE STRUCTURE N0.2 - w ~ W PI ~4+02 r7Q d ~ ~ _. v < ~ - I ORaNAGf aREA = 92D AC ~ :. ._ \I Q ~ * Q h t! - °35.25 -. _..-_ 450.-- 4 d DESIGN FREQUENCY 50 YRG c, \ ~I~ ~ ~ ~ :- .DESIGN QISCHARGE = 176D CFS 19 iCi,,uD -: II ~ - - +~ - ~ ~. _. ~ ^~l ~ 2 _ e 2 19e _ _ I ~ I ~ ~ F/ 4~0.._. f ' .427.83 ~ _ of - ~. o o.... ISf~ _ ~~ ~I W ~ - ? ~ of r QESrGN nw ftfvArlON = 425sGFT ~ ,_ ~ ~ v ~ i o of r1 W u, D 5.' 60 mph I ImW i c,z I ~+80.OC 100 rfaR aSDHUSGf = 222D cfs VC ~r0 ro* +0 000+ ~~ i I~ ~ -EL - 431St - - 100 YEAR HN ELEVATION ° 42693FT - K - 136.. + N - N G ti OM ~~: ti ~+ P - - -.. -. .__ 4_4~ ~ : VC 3f0 ~OVERTOPPINGFR£OUENCY =IL17f YRS O5. 6O: mph w~dv - Q~~~ O;,-Q~ Vim. ~N~~~. _ --- - :X _ T4 0/EATOPPING OISCHARGf ' 245D CFS -- ~- 2N O -- - WERTOPPINGfCEVATION =42783Fi - : d~~N r12 CU - I G 2 W„- / - - ~- 44R OS 40 mole ~ _ r ~6 ~ ., ~ v I ~ ~W ~z W ~IW C5?~ mJ6lF lyy _ : p'onr ~ IhII ~W m W IW ~ 85/, - I ~ ~ ~~ 0820 I-I©89987 RO ~S~C~ bRADE - J1~~ I m ~ r i ~ QW 19281/ --_ .._4.3.0- - - -- _ ~ ! - - ~- - '".050001 ,' - I _ - - - __ ~ ~soooz --~ - _ ~ . w o.5oor>/ F, ~ I , 4~~-- ~- 2~ I ~ ;r ~ 43O 10.. I W _ t'? 1 10$998% P-- -- ~ tr-- T ~- ~ ~ 5Ch EX15, _ - ..._. W w ~ o ~~ ~ -- ~- ~~., .~~- ~~ ~ 90~. ^~ ~ 2 40P W (-10.8000% - ~1 ~ ,I 1+; ~~l0 42.0 _ -~ ~ ~ - ~ ~ ~~ 0 0 ~ ~ 0~ ~ I~ ~ J€AIOI<Y Ed -~ ~ i _' ~+' x.7000;' _ 0o m a0 ~I~ ~2° zoo ~ m 0 ~ ~ ~' 1 ~ - - - _424._.. :_..Gy~`- ~ _. ~~:. ?,10.. :. Off. ~-~N OWN -IUON1 ~~-0~ `~ W. -..~ _ : ~ OQ `: -.. alp ` ~ Q~~ --... _41-0._ 2 \ Iv ~~° F P ~ m o ~ P ~? o ` ~ ~ o ~ c~ 0 - o "N to ~ 0 BRIDGE HYDRAULIC DATA ~ z_ ~ 00 ~°~ "0o i ~~ ~ o ' ~ Q II II _ n I IC it II it l u CQ " I :~ ~ ° O I' 4: y, ~ _ _ ~ rn N _ _ ~~ Tiro ~ , c `/1 % ~ _ "1 - DESIGN DISCHARGE = 14CD Cf5 W~IJ ,,. ,~ a~~ Wti,l s m v+v a I~u~~n ~ ~ +a' ~ +~ °50 YRS }}~~ ~ - --- :Q]to W WIW @W ~W WIUW IIOV7W WIll1W 2 ~ I, ~C ~+c ~pN ~nT ti N-~ DESIGN FREQUENCY 410..... ._ - C7 C ~ P W f` ~ - C N P ^"5 ~ ~ ~ p v DESIGN M4 ELEVATION = 424D FT -. W W ~ ~ 47wtW ~~ Lr;I N m- C DISCHARGE d vt W a ~ II I n 2,~~N I N II BASE - I7W Cf5 ~ O h ~ W ~ ~ o II O ~ BASE FREQUENCY = 100 - _ - 2 i, YRS 400._ ----W `~W- -- - - - - WSW m~hW ~I~ WI'nW BASE HN f1EVAT10N = 4249 FT -- __- OVERTOPPNG DISCHARGE =4700 CF5 _400.._. : OVERTOPPING FREQUENCY = SGOi+/YRS . _ OVERTOPPING ELEVATION = 430Df7 _-..3-4.0._ _ _ - _ DATE OF SURVEY = 12/1/05 _ - - _ __ - - , __ _ _ - _ ws.ELEVgnON .._:_340...._. AT DATE OF SURVEY 4152 fT 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 - BLEND Tc, Ex1~Nc - -- _ _ _ - . p . - IP - _ _ ~ SM 4:-BL- STA5+38 69'17 SM e2-L- STA22+70b4 ISdLT cp Q - RAILROAD SP1XE SET IN a W RAILROAD SPIKE SET IN BASE ~ BASE OF CP&L POLE 'AGSOAC a1W _ OF18'HICXORY ' ~ ELEV - 45890 ELEV - 42332' __ ~ _ . __ j ~ p J ~ °DESIGN EXCEPTION FOR SAG ` - r, t> ~r, _ ~r F I VERTICAL CURE K VALUE PiPE HYDRAULIC DATA N 2 SPECIAL CUi DITCH t xar ra 5calel FROM xarurvl e~ o +et DITa aDPE Groans ~ D d Min, D=1.5 Ft, Furor Max. tl: IFt. Faarlc TYDe Df Llner: Gass 'A'RiD-ROD UNE STA TO STA pP PAP FILTER FABRIC ONS k IJ+75 -15+00 LT t0 197 ' ~ PROP, SPECIAL CLR DRCH ~ + : ~ ~. ` .. SEE PRROC LE ETAII'A' O .... ~ ~ 0 x ~~, _ h ro ?t \ ~. ~~ a ~ Q s G< y. r ~:. CHANNEL IAiPROVEMENi 12D L.F.I I rvor ro Scorei Exsirxp Exsltina Lrvurb tru,na 1 ~~. fib ti' u BASE DETAIL 'D' DETAIL 'E' C o ~soa RIP AAP AT EMBANKMENT I i+ r r el I rvot ro scael xarorai 2' i~orna Fa .~ nano ~ ~ arcx cRaoE zlr~s ~~ 3. ~ Eu D FROxr BliCx SIOPE 7. MIn.D : LS ft, type or Liner [loss IRID-RDO w/ FF UNE STA TO STA UNE STA TO STA RIP AAF FILTER FABRC 1- Z1+00 _ 22+50 LT N . ~- 22+60 - Z2+IS LT. 16.0 19 -L- 13+00 - 27+10 LT. 12.0 13 1- Z2+80 - Z7+00 RT. 21.0 25 SEE DRCH DEFAII / _-~ O JEFFREY ADCOCR ', n,, 1,;; ~~~ '.._.51 -... LIP RAP l'1"tsL~ s.~ \`~'- I • '~~HAU,I ROAD .; I CLASS 'G'RIP RAP .2 T03T~, F.F.- ),'. r I l~. I ," 4~'~i-E /1 E. ~j i~: rly .i~ O LUTHER T it I ~ 4 E%C '~ AIP Sff .. , ,~ CIA55 'B' ~' -- IP - EST.I TON! ~-. F.F. •7 SY r 1- 57A Z3 TO Z3+10 sEE DEruL ExuvaTE sEE'DEru PAOIECf REFERENCE N0. SHEET N0. MULKEY e-4063 4 RM' SHEET N0. ROADWAY DESIGN HYOAAUUCS ENGlIpN'E~E_R(~~~ ~ ENGIN@R ~ ~'" ~W~ S,h• ~ O O D ~ 6 7 ~'•~ Zr N PRELIMIN RF PLANS op Nm use roNSrnurnDN TO T4+00 LT. DETUL'c ~ CHATHAM COUNTY NC X 7 sEE PROFILE BRIDGE 2D ON NC 902 D ' OVER SANDY BRANCH ~ ~~~=~ ~- n ioB i D~ ~,;rt. ~ w~ ~ 7 g 7[3 ~LV ~~ ~ a a w l llJ< -~ IROFILE ALONG ERISIING BRIDGE / %~ ~ ~ -~ N TT+oo _ _ 23+oD--- - .T .-r~ ,. 0 _...,- r __, L.....,.a . I _ ~r 51, 3g3~ E ~ ~ ~ ~ _ _ -'~w ~ ~,~. ~~ F F Z1 SY C AH NNEI. IMPROVFIAFNTS F F. \ ; SY ~xN - R Z Q ARA ' ...~ "tee - ~ ~, ^,r- , .. '" ~ 2 N ~ _ ~ ,,. ~ - - ,.... ,,~ \ - HEADWALL _ ___- --- _- i , .. ~~ ~ ~ ,, ~ _ I ~ - -- . ~ i ~ U _ - _ _ .. ,~ ;.. ~ T u "" ~ _ ~ Z B ~ 1F- - I "'D _.... 1.>/ i ? PROP. UT. E DRCH I ! + -' J BEAVER, JR. PROP. SPECIAL ClR DITCH . : .... '• - '~ ';..~ , o.~v_...` 0 ., ~ ~ TE ) DETAIL 'F' ~ AO _ + + ~L ~ ' ~ " .-'-- ~ ~ .' >• - ~ 2 'JEFFREY ADCOCR `~ Fj E P 5 FlIE 'TEA4POR R ~ O SEE PROFILE , ~~ _ ' ~ ~ ""~_-'-_~ _~ . ,. ~` A Y C~ SEWAY crass r r RrP aP R CLASS I RIP RAP '~ - v I' ~ - L'UTHER_ T. JP..NQS.... SURF~i~AS ~EDED T E ~ ~5r o°r~ R ~.. 1 O ..- ,L.V' ~Q L G~l Q ~P. Ej ~ ~~ + .' ~ I~ PROP. LITERAL ^I' DRCH + + .~_, SEE DRCH DETAIL 'C' SEE PROFlIE ~ SATE ~ ~ i SEE SHEET 6 FDR ~ PRVS:X 0 DAVID B. GILIAORE O Q ', -I- ``v N -y{t1~ r.F:I I~::I l'r t ~ l ~., 1 . (` ~ ~' ~r RIP RAP AT ' -Y-STA 21+80 TO Z3+OD RT. ~ sEE DEruL'E' O ~ JB BEAVER _. CAUSEWAY QUANTITIES VOLUME OF CLASS II RIP RAP BECOW ORDINARY HIGH WATER= 39 YD' ®DENOTEE TEMPORARY FILL IN suRFACE warERs I „-DRNE I- & -DRNE 2- PROFILES J I PAVEMENT RE - ®DENaTES Flu ,, ;~.~ NGVAL IN SURFACE WATERS rrl rTir -r_ _ _____-.___ .. _.._. _. _ _. I ~ ''.. DETAIL 'F' ' DETAIL 'H' DETAIL C' LATERAL BASE DITCH U I R EMBANRAIENT E%CAYATION I xar ra Scalel Ivor ro 5cae1 Exslrirp Ixot ro scael E kl 9 FIII Sbpe Not cal I'/F t. '/ Lraurd MIn.O 1.5 Fr. D d Frain Olrc" Nvrura 1> saoe LrOUnd '' D Lrov,a o-wmd y ~ iti ~' E MIn.O : I.E Ft. R 0 Min, D ' I,5 Ft, ry r/F t ' 8 + 2 Ft. Fnrer Filrer Fcorlc Min, d = 45 Ft. . ~ /F'' b : 5 Ft, Faaric i i `J ~ c yDe Df Liner : CI055 B RID-AOD Type o+ Liner : CIa55 'B'AID'RDD ar es r~les E'-IO' 10'-50' I UNE STA TO STA D.D.E. RIP AAP FILTER FABRIC UNE STA TO STA 0.1P AAP FILTER FABRIC UNE S7A TO STA D D E ~ ONS = ONS . . Ds I 1- T3+00 -14+ZS RT. 65 70 190 a.- T3+10 - Z4+00 LT. 4Z 117 1_ 22+/0 - Z3+B2 LT. 250.0 _ .__ __47..0 _ 464 _ ~ ~I Po 2~+02.00 ~ ~ ~ ~ ~ .j _. c_ -43^.2~ P, f9t9600 I I m - ~J + ~ ~~ ~ ~ __ °~ ~` ~~ ( V~ -18~ 459 r 'sc - o ~ ~ ~ ~ _ . ~~ '~~~ r - ~ + w ~ ~ v ~~ ~ ~ ~ ~ ~~ : ~ ~,~~ ~ D~- cmah - t30 D ~ 6~ m h ~ o rv "' M ~ NIA , or^ v+ tiL ti lt G N c . . - ~. . _ ~ h ~ 2N _ ~ O C II ~ _44.0. ~~~ ,, J~U~i ~~o`~i~/ ~,SGd20i\ X998/ PP9P~!cc, GRAG'_` ,~ ~W y ICI' _9~7 i . 13.0 ~ { Q W o28T r+11 ~ I ~ .__ I -~ _ / _ ~soooi --w ~_~: ~-~ ~ _ _ , q I I ae~ar - .~~_ - ' ~ ~ p~~ 1 rxh 43,4_ ~2/' ~ '~ ~ ~A 1 ~ ~.eocoz r~ i n5 _~ ~2Q_ E a~` ~~ rr ~- , - _ _ o ~ I, .~aJ Q ~ . O~~ Z"rr, _ :~p0 T'^7o ~ ti ~ " ~ ~ : 2 -.. { __ i ~ d ~ J O W ~" ~ _ _ ___ 42..0 -; `u' -- - ~ ~' -. p ~`~ : ^DESIGN EXCEPTION FOR SAG + rl ui ~~ .: VERTICAL CURVE K VALUE d 1.50- , ~ ~P ~o - P d Q~ ~~ - ~' ~ \ m w , :~ z ~ IS+80.OC ~ ~ ~ ` C 4 57 X40 _ ~ v~ 3ro _ ~ '~ -- - - __ ~ 'P - 74 _ _ : I F ~>;s ~ ~, DS 4[ rnofN. _41.0__ ___40.0_. _390._ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+DO 24+00 25+00 vl ^vt la] ~ O *' ~ O„ 'J i~ p O~' UOf ua m cJ SON O~'V ~'~ j ~ O~ ~ ~ EC : U Gv 'I I ~ ~ Q '~ ~~ ~. 41 4 2\1 v P SIP. ~I`r Op~ 2's~ OE P ~ Ilt c~ ~ I f G ~11 _ ~N LO~v ~ C'O ~ ~ . ._ and {I ~ o lr .. IIIR Ilu OQ II ~Q~I \ oIQF ~ l v ~ Lr z Q ~u .. r O,.-_ W~ W V1 ,; _ W LL W CIW ~~ Ll.' 21` lCl V ~ W W„v QIC/T W z~W,. W R/1 ~ Q II To-. ~ I ll Q ~~~ N P o~ ~h _. C i Imo. ~~: ~ P ....._ : W y II _ ll m J vvW '1 N N 2~I R LV P ~ R ti DQ ~ Gil ln~ O ~ d w w~ - I Odll ~~ ,~ U~'ZII ~ N u~ll O ~II~ h _. - -_ -. _ , ~ ~ ~~ m~ ~l~ wlv iw 9.0_ _ __ _