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Home My WebLink About20050785 All Versions_Site Plan_20060907 (2)1 SITE = INSET BELOW BEAUFORT COUNTY n ? 1 ?. -' .nom i . D I h ,' a\ r VICINITY MAP NTS N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS 0 WETLA,,. WETLAND AND STREAM IMPACTS X606 n QUALPITy `)!ORMWATE BR"C4 BEAUFORT COUNTY PROJECT. (R-2510B) US 17 FROM SOUTH OF SR 1149 (PRICE RD) AND US 17 TO NORTH OF SR 1509 (SPRINGS RD) SHEET OF - 9/6/06 4 12 13 14 28 15 N®. '----,?7 p- C 3 P 4 ®P-8 NA?1 , T y IES 41VD AI)DR TVIN? IESSRS NAit S ?°?? ?' TBpdor Alice Aan n u Rmil? ?°bd8a eE al S. Amy ?CRo? -Rlia:Bbeej Sloan Ricdz ®•SEe?ems Join ?'• ?iEE Robin ?. ?'Io®re Gary R. E rba eE al a'V aCCa 6Va? a'armsa Lj_C ?abae ?' Colea Jp. 1EIa2abe6j Revocable nIva$on °d?°seP]1 ?. ?aEriC?a H e, ars ?0bnie Jli• SibgleEpna J I-, eE a] ?obbae 8angleEOna iz., et al ADDRIESSeS ®- -aOl 215 rsE c]ioc °Waa,EFa Nc P.®. ??° 29$19 a 30591 reeaamillea NC 201 11x8 bel] 29833 A ?e fl.s,babgEOba N 300 27889 Ry$sln EagAnrli?b ?]vd 200 Iro 27858 TvasJabgto'm, D 701 siorE 1) 2vC 29 r 889 bVas? . abgion, N? 7 ]loco?aYdor ](a]$ce 29889 WibiEF Nc 29819 W.6623 Rive a aSJibgE r Rd °ba NC 12 29889 Lin ?o Ee pl ce 07738 ®` ?Oa 37 T ?b°r ?iE,?a Nc 28463 0- -8O?' 238 X63 clOCo WibiED'a Nc 518 Red .8 29817 arginia Ra•ole 'V' e," MCA, R> ?Y Ci A 5 8 Red 23451 Virginia ?e ?,`arcle 920 TV. aoba ?A ?,2351 as]ai sE ngE°ns N? 920 Ur. 29889 wasdaabgEon1a NIC E 29889 I N.C; DEPT OF T Dn'ISION G F ORTATION HWAps ?pORT L TS 17 FR EJECT; (2 $Tp RDA A SOUTH OF SR 1509 t pR& s RDORTH 2 I 8/15/06 0 PARCEL NO. PROPERTY OWNERS NAMES AND ADDRESSES NAMES ADDRESSES 55 56 57 59 6® 79 80 87 9® 92 11® 114 118 Brenda L. Coward Pattie M. Dixon City of Washington Stephen A. Rehm, et al J. Dan Rhem, Jr. Carole G. Hill and Kathryn G. Woolard Otis A. Godfrey Beaufort County Committee of 1®®, LTD Harold Rayford Lilley, e6 al State Employees Credit Union Marcella A. Nelson Mallory and Catherine Steehler Karen Nenstiel7Lee c / o McKee Lee 644 Sand ]Hole Rd Chocowinity, NC 27817 801 Raleigh Rd Wilson, NC 27893 1®2 E. 2nd St Washington, NC 27889 2112 Chelsa Dr Wilson, NC 27893 2401 Ridge Rd Raleigh, NC 27612 801 River Rd Washington, NC 27889 81® River Rd Washington, NC 27889 705 Page Rd Washington, NC 27889 214 Whispering Pines Rd Washington, NC 27889 P.O.Boa 27665 Raleigh, NC 27611 1814 Carloina Ave Washington, NC 27889 1715 John Small Ave Washington, NC 27889 2127 Sherwood Forest Ct ]Fort Collins, CO 80524 90,/9/6 (a)I SOMUdS9 60ST US AO H.LUON oZ LT Sn aNV MU H3ITkn 61111T 2iS<SOTSS U) J?DaroouaA LT sn SILOVCINI asNnoo sxoanvas 2I?.??I1 S SavmxDIR 210 NoiSIua Noisvsxoasrz"J. do•ZdHa'aN SIN JVW A II1tIOIA i xY F..:c.c•.?.? . A?,. ? it t9'-'.'may `{ - ; -.?- - :tJ ?y,? -- -- -'--'?'.. _-? ? .. Y w 11 C:, ? ` ? ..? > `? ?" `- Jy ' ? ,? - q' Vie, ?? )` 1 __ .m, t .p 1 ?? "?.• r?.sT?- X14: ??'" ? z ? - _ y 1. - t - `A 4 ti 1 rte` ?-?; 1'....•t 10. AiNnoo lHO--qnH--?9 M0-38 \ \ 13SN I EMS V 311S 70MCr I9S r R Z 0 N 006 Dc ANDY Bl?H gg3 YQy?, See Suet i-A For Index of Steets 0 N U O a STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS BEA UFOR T COUNTY LOCATION. US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17 TO NORTH OF SR 1509 SPRINGS ROAD TYPE OF WORK WETLAND MITIGATION J' _ CHOCOWNITY { ACM BERN IUSR ?.' 'v f PRELIMINARY PLANS OD HOT VY FOR COKMVCROO PLAN SUBMITTAL SEPTEMBER 6, 2006 l""G i? 11 ? , , i }\ BEGNN BRIDGE g END BRIDGE !S W4 (- WASHINGTON vs ff A-= R?}I I?061.T IYYGIq AO .C. R-2510B 1 R1 T RR.P/. IJAOLM6 110YIpM NVffed In NIe (W 06 cf, HYDRAULICS ENGDXER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH FLATIRON/UNITED 50 25 50 100 AJONWAPUNTI @ EarthTech ATIce International Ltd. Company PLANS 200 STAAMMD SPECHICA77ONS PE 50 25 50 100 G.7OAt SABAWN,P& PROJECT &Yf.EUM PROfIIE NOR?ZONTAL) 10 5 0 10 20 ROMIM G.10MTSOx PRQMff EIOLOGM _ BE -L- JTQ', q/Ot/pp9 I 1 GRN ES RA v DIVISION OF HIGHWAYS STATE OF NORTH CAROLM4 e P8 PROIEa UR AENCE NO. SHEET 140, FLATIRON/UNITED R W SHEH 140. 4 A,JOWrVUNTURK ROADWAY DESIGN HYdUUUC5 ENGINEER ENGINEER f 1 / f EarthTech PRELIMIN Y PLANS 3/ 41 ATymInteme0onelRd.Comps m 00 wm °° C0N?0 F / ?` s? A/ e? (r / {t y ? JI 7 L 3 / -y V. IL PATFUM HERS 3?1 00 200 • M 11! / , 7 /° ? " A/ 353 t ?{ y ._ _ j _ 41, f/ t 9"14 f F F 17-7 l 3/ - - 3 }? ?% w 5 y BETSY r.SLOAN & - / JAYNE E.m rm1AIT i V. SS - se ?. 1 S /fv` Y NC 007 ' H 7 / 0 ? d V TARGET EIEVATIAN 1.0 ff n f TEMPORARY SILT FENCE END -WIREV- STA134-MW ¦ , J aEGIN ' - ¦ N ¦ 651,3319331.E ¦ Z5>0?766906_ r ?? -YM- POT STA?J+S= fW'LT -- ¦ N - 65!/6M41e E 251040&7845 y --- " `? Y -fif E.COLE JIL " / EUAM NAMY HEMS f7 DO PO Op I ?' 00 ON - PO ffi 4 0! E70 PO 79 1. z N„ s , rw I -V rY` Pw"IC 7 ' --- ---- - -- -= -- -- k -- ---- auryE - us ff ? .,.? .., r.....>-..,-ems.... _.... ,......... .._., {p{' ,. ,.....? ,.. .. .. . . .. ....... ... .. - ?i ? VV L -- rss--- B SSFY-? .. ?yl f1r ! ! v y .?i <? /d .. r TEMPORAk1' MYSTRWrIM ENTRANCE 1, 4 ?: + ® CUT AREAS a sa AD - -- '? -OSE SEAF40D -SITE - 3 PROPOSED WETLAND RESTORATION l/ f \ a?. $ "Al Z 0 N I fh 4 P I PROJECT REMUNCE NO. -2510B 1 R SHM 1 I FLATIRON/UNITED Rw SHEET NO I . 1 AJONfVOJME[ ROADWAY DESIGN ENGINEER HYDRAWCS ENGINEER 4 1 EarthTech PRELIMIN RY PLANS . ' ArymlDlerotiooRILN.CompEry DO Nor v LONfgD?10N ? ?7\ ? .. 111 ? \ a Aw' " " _ ? scAt?r- sa ? ? • ?` NOIESE ? ?_ 'n '?, ,? ?, ? ? \ 1. REMOVE TOP SOIL (05 TO 10 Ft.) AND STOCK PILE. V, -MN A 2 OVERGRADE BY 05 TO 10 Ft.AND USE TOP Still i ., TO ACHIEVE FINAL ELEVATION. j 9 3JClLFSf..' /. 3. TREES REMOVED ERED IV ?E OF DE POND TO BE RAN"LY SCA ? ?,/? ?, ? / ? ,L.. - ______-, •?--.-,_ WOODY DEBRIS k.. __ V'\ ?, • ? ? I ? ° ? s Gyp,, ? tike R .?? ? ? ?, . !9 F , ! \ 4 N ® CUT AREAS Zj' PATM M.0" ,0 11155 -PC7q \ p Pc c • unc as ® FILL AREAS $ TEMPORARY CONSTRICrIM ENTRANCE PAT1E M GOWN a 00 N5 • PC Jd °k PC C • 3LCE ZQ _.. ? .v 90M F- OB "0 -OODAEY R. PC 4" _ - ---' - -- - TEMPORARY SALT FENCE _ . '. ........ SANDHOIE RD.- SR 1165 END ?- STA2040000 Tam ?? _ -3 Eli 18# S= PRE AREA FOR TOP WL -A 4 -),n- POT STA I2+5=M /R9P N - 654310, E P56991681AB e _? f ; •, SOME E. SI M ETON JB. B MA RiHAII. T. SNM.ETON ! DBNT-PBS US2 PON 1 41 _, _ - - 41 A, A a Ag 911106w I PROPOSED PROMTY LIE I I I a TARGET ELEVATION 20 Ft. . SANDHOLE ROAD SITE PROPOSED WETLAND RESTORATION n \ I II - I I i ?I I PROJECT REFERENCE NO. SHEET NO. -25 1 6 FLATIRON/UNITED R roe II f .. _.._ v I ?'hr I ! I ?? Ii' aw SHEET No. s Fo®VOtnee ROADWAY DESIGN NroRAimc ENGINEER ENGINEER EarthTech I I PRELIMIN RY PLANS r - II 1? I al ATyw lntpn U..l LM. C.P.7 DO tmr un ewmocroe ,. f 77 - _. •.?..,TVa ""^' ..."'"' µ r ?? _ r-? a,. r Y S rd ? f? I' r?; +I 'I' ,,'I 177. ? / '•+\I -,..y 6.•??.,,. j'"?_.` S' .,,,a ?"1 .. ? ,? M"? i .....^....,.,., ? ?.•__.._,.S.?a.s....,s.;..?_...? r it .?M?,r T...? _ .S-,^*,,..._... ._.?_. _"'?"_d ................a... ?"..,°`.,.,.. T Y T.. "? I r .N +6i it I , r 24 •...x.,, ... ..,...,. ,;': as nu.uax._ -r..n e. , ......,J •?-. .-. ti*.>..a.. '.:.a.. ,b fir. r.. ?. 1.. } ... ?... { I / 71 I ? r 1 I _... `. I ?."?f :y l ?.,??F az? I ?? I ?a? J 11 ? • jr?I? I u 9Z 2 %Z I I,;; a a t ? --$ I I i ? ,3 Se ? r l y ?. Gs r n a' ?vll9R G? W tl I r r _ " I i l2.? I a I ;, t s " 59t}'Sk'a --- .:? .. • ?. ; .. J! , ,' ' HAROLD RAYFOAD LILLEY DB 156 - PC' ' " >1 Be Tb - PG 580 ?' 5676-46.98• / B21 . ,.?ts?+.•+~.c=.?ri'kc [ ti ',4 ' a / I NB T - PO 79 pw?r?Y,?61aeD4549'Na+N i f I 1 µ ` i - ? 'atum S-0 E? r N .., t ../ . - E • G Pc 253 -3234 ' Z .. ,.. 1 W t t i -TRUSTEES OF FFTFA11 STREET UnC CAROLE FELL of d -440000 s" r + 56 1 00 666 - PG 405 'Jf 5676-35-TSOS STATE ENPLOTMS cREOIr l6aoN; m Tz D9 99 - PC 162 \ a " TON CI1Y LIMIT'"" I Q D0 E)le ' PG 932 RING .....-... , , YB H - PG 37 5876-461562 r _ CLIFTON COMARD J4 - PC i P 5676-46 3330 APPROX. LIMIT r kr sn3 _ ,. ' ® AREA TO BE PLANTED - I Y -------------- I ? -' yrL CM li?X9 NOTES: I.MOW,DYSC;dr RIP SITE PRIOR TO PLANTING 200 NOT NOW OR LYSNRB VEGErATAN WHIM Iz IO FEET OF TOP OF BANK OR STREAK ti_..._---- r z ---------- --- to 15th -STREELBUFFER -SITE Q _ 3 PROPOSED BUFFER RESTORATION P20JECT AL MICE i:0. S-9 ti0. 84 08 I 7 PLANTING DETAILS SEEDLING /LINER BARE ROOT PLANTING DETAIL HEALING IN L Loate a 6eaSo/-o site in a shy, well protected me. 2. Fxwvate a Be bottom trend 12" deep and maids drainage. FLATIRON/UNITED A JOINT VENWRE EarthTech A Tyco Interutioml Lid. Compsx/ INGINEER ENGINEER PRELIMIN Y PLANS no Nor tan cntmacna" NOTES: ON OSPREY SEAFOOD AND SANDHOLE ROAD SITES, ONLY GRADED AREAS ARE TO BE PLANTED. 15th. STREET SITE - ENTIRE SITE TO BE PLANTED. 3. BaoYBB the [ranch with 2" of well rotted rwdua. Place a 2" loW of well rotted mtdmt at a doping rap "one end of the trench. COMMON NAME SCIENTIFIC NAME STOCKTYPE PERCENTAGE QUANTITY REMARKS o° Bak! cypress Taxodlum dis0 um Bare root 16 Water lu to Nyasa uaBca Bare root 16 Green ash kaWnus pennsylvanks Bare root 16 Random species planted t Laurel oak Quercus leudfo6a Bare root 1 on B It canters 93 Overcu oak Quemw lyrats Bare root 16 Swam chestnut oak Querws miclwtaii Bare root 16 6 Green ash Fraxinus nns ica Bare root 16 Solitham red oak Quenxrs falcate Bare root 16 Tull poplar UriodwWron Bd' ' Bare root 18 Random species plow £ Willow oak Querowphaft Bare root 16 on 8It centers White oak Quercus aria Bare root 16 Wateraak uercusni Bare root 18 PLANTING SCHEDULE 3. Pita a 2" Igor of weu rwdua over the rood m a doping andle. PLANTING NOTES: PIAKI'ING BAG Bneing t>ImW, aeedlhW dulls 6e kept m • rani[ ? aatrro log ar shdlar root drdteor from dry. REC PLAN7MG BAR Phmdng bar shall hm a bode with a maned" crow action, and shall be 12" long, 4" wide and 1" [hid at canter. Q Repent lalera of plente and wwamt ¦ neerorq and water thoroodw.. ROOT PRUNING Ali wedlinde dual be root :=f=.- diet than 10" below the soot 0011". BARE ROOT PLANTING DETAIL - NO J-ROOTING 0 1 ,l ECT DESIGN Rxcln?R PRO »w, J «aW. -------------------------------- ------------------- ----------------------------------------------------- --------------------------------------------------------------------------------------------------------- See Sleet 1-A For Index of Sheets STATE ®?`®1Gp NORTH CAROLINA DIVISION OF HIGHWAYS rt"n?.xa r.?.?xa x m j •` ENO PROJECT • \ L BEGIN PROJEC BEAUFORT COUNTY ^ vJ N ? , ?• g ?: Ch / a LOCATION: US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17 RY PLANS PREL1MLNn /? 0y, - - / _ .? R. - TO NORTH OF SR 1509 SPRINGS ROAD DO NOT U? POR C°NaTRUCl70N - \ 1001 R W PLAN RE-SUBMITTAL JULY 27, 2006 • b ' TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING GUARDRAIL, STRUCTURES, CULVERTS m SITE 7 0 ?9? END BRIDGE VICINITY MAP 491+26 t 42 - - NOT TO SCALE . L S a. ?PQ 5 r l BEGIN BRIDGE - a, 490 \ BEGIN BRIDGE 3 :- -L- St 504+40.26 I END BRIDGE L- Sta. 476+7684 EN BRIDGE - SR3 -Y20- -L- S a 505+41 06 v/i 1, J I 1 i i - i . . SITE 6 W ! 4 3 0 10'x9' RC 9 4- - 23 ti ZZ 2,A ?p, PAM" I 3'? r ?' zj .? i_g!RM a?x_mS!'ux Q , •? r I 1 SITEy. ': \ , \ I -SR5 - CHGCG4 NNITY 1 SITE 10 L? ) BEGIN BRIDGE q ? i-L- Sta. 324+0287 a o l,l Y21-f i r ` ' ?- N SITE 1 1 I ° -Y18- Y19 C33 17- ?? R 1165 GRIMES RD. 4 1 r = ,' i' .. 1 1 i J Y22 ' b j Y a4 e J I , 21/{- US 17 US 264 N ` .% `? BERN -S - - Nr To ` 1 I I Gt1 i l`` WASHINGTO \ i r_% " 1 j I us rT ! co -Y10 BEGIN CULVERT END CULVERT C y S, , 3 yo Y16- i; -L- Sta. 514+92 7 -L- SIG. 5t5+2699 SITE-TII' " ? US 17 1, ?F o 1 -Y14- Sp END PROJECT R-2108 S E 3 -L- PC Sta. 581+96, 8-25108 LB= 49 R-2510C LA -L- POC Sta 52+38 SITE H . . -Y10- y F.• Q SITE 4 DETO -SR 2-' 13 -YIO-N?to.2 BNOGE ?I BEGIN PROJECT R-25108 3b BEGIN BRIDGE SITE -L- POT Sta. 234+21.54 R-2510A LB= M -SR7- - - a. + - !\ -L- POT Sta. 220+8320 R-2510B LA METHOD OF CLEARING: III GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In 11C Offlce of: ?I ? FLATIRON/UNITED HYDRAULICS ENGINEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 50 25 0 50 100 A JOINT VEN LIRE v EarthTech ? °? popry ADT 2005 = 10,200 ATna latema6aaal Ud. Compam PLANS ADT 2030 = 19,600 LENGTH ROADWAY TIP PROJECT R-251OB = 3.898 MILES 200 STANDARD SPECMICATIONS PS o DHV = 12% LENGTH STRUCTURES TIP PROJECT R-25106 = 2.942 MILES SIGNATURE, + o 50 25 0 50 100 6 840 MILES TOTAL LENGTH TIP PROJECT R-25106 = 6 TOM SRPAR/N P G ROADWAY DESIGN • ? 0% D = . , .. . PROJECT mvcnVEM ENGINEER p PROFILE (HORIZONTAL) T = 8% Tpp l0 5 o t0 40 (TTST 6% & DUAL 2°h ) ?? M.aAUCrmr,rE V = 70 mph Ps P8 PROFILE (VERTICAL) sicxAruRE: STATE HIGHWAY DESIGN RNGA'EER 1 i 0 Z 0 i PROJECT REFERENCE NO. DENOTES FILL IN / R-25108 SURFACE WATER FL.ATIRONIUNITED WYI SHEET NO. NI 51.2Z' E _ 25A22' N/C 9I0'24'43'W ?- AJOINT VENTURE ROADWAY DESIGN ,ua Y EARL HAWKINS,et ux 27- All DENOTES MECHANIZED ENGINEER ? %, II ******* QQ NIL 0 O * CLEARING I ENGLISH @ EarthTech I i 1 MAIRtiWN 3 J. HARRIS 952 P 52 - PC F4z MILY TRUST r DENOTES FILL IN A T national Ltd. Company I / JWa mts! "'c -- DB E -LIRE 65_z N/c N/L a z W E T LAND I 4 y/ , /' i Y ' X _- r SF Asti Ir W 60-CHL N164036E 260110 : --- 1 1 N16'73'25'E 207.56' ' 174.83' Q Q pEiP 0 / P 11 100.00' 99.62' EI i ' El , L. nC CIO N2 I Q I / a 1 m C\ J cc: . i HTR I - - m . G I I : ' + ? ? . r? © Q -- N 1 pN r-_ _. ---' ,,p) ; 1 Ir ? ? + Q p Q ICONC PADS ? O ' I,, / m ff r ?N Q - JOHN E. TAYLOR t ? - L5' ONC DB 1167 ' PG 472 y` "y IIT- PC 8 -SLIDE 22 B Q) i '. I? x .. I. J 1 -F I HTR H v O "1 _ o ' 1 300 5 ALICE ANN W. HUAST 'J r r -O W J _ RAYMOND J. ANDREWS ? 2B BC 556 9 I, - o SPECIAL MEDIAN DITCH GRADE. / DB 5 105T - SITE `V 64 MTRGItI HARRIS Q MARVIN HARRIS 1 1 „ 6 11 1 41 _,j DB ND C 128 STA227+ 0 O 229+00 - ,OS PC E -SLIDE 65-2 SEE PROFj_LE FOR GRADE -1 I (. ?f FA.NIUY :TRUST FAMILY TRUST :4- DB 50; PG 895 DB 95G - PG 895 MARVIN J. HARRIS FAMIL? TRUST •'.. C'J -1 -BME 65 2 PC E - DF 65-2 YDB 950 PG 895 i +56.25 00' 'f 10285 1\ ' y- ,C ' ) ?. - r\^ 6 PC E SLIDE 6? 21 "' - BEGIN 4 o'u Iwi 'WW FENCE Q 1 SOtt t FENCE X5.00 ABAHD. WW FENE \ q h, r b, ACCESS BEGIV 4C BEGIH FENB E WW .25 POINT 350' TAPERENCE t` ?? .bi r w\/ r i ? ' 2 +03.55 05 WW =-007 7 Ivr 1 7a n 1 s_i I +05.57r I CONC +56.25 yn _y 05.10 x li - 60 ..._. I -C 1 m R R C CHORD r-_I 5 12 .Oih r 1 1 "1 TIE?I \ DITCH R-2 0? W C C CHORD l I m O its ` 1. , 4B" ?? C _ , ------ ?c7u,? _ B FENCE O C ENC?} EIP 1 I ;{ PC? , 'BY 0TH `S . . ?E>?Sn Ell 1 - ?? - _ - 48 WW "19 EW? EIP "'888' .5 SOIL \,A l 81PVC WM xrv _ _\A / I _F ry IF B'7V<'WtF 1 __ _ PVL WM_DATtIR x_ O ? I _v__._-- ?-. JW- '?--x /_-- 8. PVC WM - --- - --1- ,, r S CON? R ie_cowc--xo"t? -- =°I '- -- s1cHC - -- ------ T.H. ---- -- _? NA: _ REMOVE 1 _ - RFMD o? N O Q •N .. ----------- ,/, - O - n v N In T. ?.. _.:. 05.4.. ?• BST N N .. iv vs 4 11BST N _. .. T.H. h 4AMM ROB. Glll ,, N u• :?.r''•v'!v'kr!.`Lr^Lrrh v^>_c:"v c^?r''t''!.14r''v'h.'' +0 D rl ? y- _ 100'7 + . _ a N N -- N N V1 C, ;30'TAPER _ N B! OTHERS 4S' WW C C ?1 C C1, C C ( C P,-2510AI C O f F NCE THERS . x--,r---x---?c -iC--? • - -.< ,q B' Y bY OTHERS' \ B•Wry EfllLE \IIj / in 2510A) F, /RA BY OTHERS m >' 1 UT . FEN E BY OTHERS Y_ CL'B'RIPRAP F c T. _.. y. O EST., TON 1 5 511 F. / RICHARD D. PEED, JR.. ?A / R h 1 o et ux O S7 4OR1PRAP Y n G 4_ D "I V 1028 .P P C. 1 (O 9 GI ' EST / TONS 3 m FENCE BY OTHERS PC E SLIDE 57-8 U EST 75 SY F.F. / Y J SO 6W, OqP h? ON BANKS ONLY Y 57•W PIS Sta 224+89.63 PI Sto 236+49.31 PIS Sto 247+23.59 m / m 4' s9 - -- es = 3. 30'00.0' L = 40'00'45.3" (RT) es = 3'30'00.0' Ls =_.350.00' D = 2' 00'00.0' Ls = 350.00' \ LT = 23338' L =2,000.63' L7 = 233.38' ST = 116.71' T = !,043.05' ST = 116.71' 581 ? 99'23'W r 20.04 -32.3/• S65143'1 a w 8 R = 2,864.79' i 2E 692 w 21.87 Se = 0.055 / a 52B•54g2. SCOTT ROBERT BATEMAN, et ux.? RO ° 275'00' 76,60, w si DB 1140 - PG 215 Ds = 60 MPH s P6 E - SLIDE 90-7 y 2 s ?? NL t °02,2 -)L / FOR -L- PROFILE, SEE SHEET 42.0 s3Wr / Y Y _y_ S0. 9 2w 5232 22 9'W `•, / Y'? `?' -'. .. S S W ? 2 S<0• ?By?W 504 36''26'W ` 98' 3 ' ' .3, 2475'171 0 \ \ .?. ? ,?9 £ & Ov 13 4 YO 4 S 'R i h 60. 9,89 W 51655 'W ' 90q 0 ' M » w 30.01 °ws gs 'NW SS NI 6 Y ? ? titi Stid 41 \ a ? ? w 1. z 9i- 0 : yi24 5'W SHEET NO. HYDRAULICS ENGINEER PRELIMIN RY PLANS DO NOT USE CONYPRVONON INCOMPLE E PLANS W NOT USE FOR W ACQUISITION / 1 ,, PROJECT REFERENCE N0. SHEET NO. 25108 430 R- FLATIRON/UNITED ww SH OE OTE FILL IN sH?rNO. WE LAN / AJOINTVENTURE ROADWAY DESIGN HYORAUUCS ENGINEER ENGINEER II? f, Garin iCUl PRELIMIN RY PLANS ATyco lntemationallld.Compaay W FO NOT USE CON87AVC170N INCOMPLE E PLANS 00 NOT Ua8 POR P A 2u[S fON / SI EI B UFF ER Z0 11, E 2 LIF ER 0 E1 50 L- L- OT OT ta. 2 ta.2 54+2 0+8 04 20 -251 -25 0A L3 08 = A PI E = 2 = 5+0 9b7' .00 P ROPO SED GRAD -Y - P S 16+ 6.2 50 LEV =3 .47 K =3 0 E V = = OC7 00' 40 21 17 1 40 30 - _? - - _ _ _ _ 840 - 7 (4 -- )0.30( - )Oy _ 30 20 20 10 10 0 0 0 221 222 223 224 225 226 227 228 229 230 231 232 233 N 50 50 E ISTI G G oUN 40 17 40 30 30 o _ -? PRO POSE D G AD 20 2 4 ? - 1 10 WWW? NF?Z NO1.? ¢? 233 234 235 236 237 238 239 240 241 242 243 244 245 246 DENOTES FILL IN SURFACE WATER (POND) DENOTES FILL IN WETLAND DENOTES FILL IN SURFACE WATER * * * * DENOTES MECHANIZED ******* CLEARING ? DEF LLE W TEMPORARY PROJECT REFERENCE N0. SHEET NO. L \ R- 6.0 FLATIRON/UNITED KW SHEET NO •'I \ AJOINT VENTURE ROADWAY DESIGN ' HYDRAULICS NGINEER ENGINEER ENGINEER -`- P!s Sta 224+89.63 PI Sta 236+4901 Pls Sta 247+23.59 iV Earth Tech Bs = 3 30' 000" = 40° 00'45.3" (RT) z?s es = 3' 30' 000" ATyco IMemational Ltd. Company Ls = 350.00' LT = 233.38' D = 2' 00' 00.0" L = 2,000.63' Ls = 350.00' LT = 233.38' ?NGLISH 3 INCOMPLE TE PLAN ST = 116.71' T = 1,043.05' ST = 116.71' \ R = 2,864.79' Se = 0.055 S. ANN McROY, ET.AL. 1300 PG. 618 Ro = 250.00' ( Ds = 60 MPH , 2 + 375.00' \ EMILY W. DONDY & CATHERINE W. PHEIFFER 0, 340 00' \ . DB 90 - PG 971 I M0 - PC 52 340 00' S U1 N cli SITE 3 3 , 1 ,; , 0 i IAT V-DITCH 60 BEAM S2A 255+40.20 STA S2A 256+60 ?-LTA PRELIMIN UV NOT USE Po RY PLANS ODNR'IAUClION W NOT USE FOR /11 ACOUI9ITION i P PROJECT REFERENCE N0 . SHEET N0. W CULVERT 250+60 AREA= 144.3 ACRES ROADWAY DESIGN HENGINEIC HYDROLOGIC CONTOUR= 3.7 SHAPE PARAMETER (Wit)= 0.38 p L= 0 5 _ CORRECTION FACTOR= 1.0 . W NOT USE R /A ACQUISITION LENGTH = 188ft _ PRELIMINA RY PLANS INV. IN= 18ft INV. OUT= 16ft /T - ?" Z 4 - Q50(Chart) 65cfs - Q50(Regression_rural) = 155cfs urban)= 399cfs Q50(Regression E IST GR U D XIS - . G - OU D _ Q100(Chart)= 79cfs T P F B NK AL4 jN C , C JLV :K - I -7 rural)= 201cfs Q100(Regression c NT RLI E 30 - C EN ERL NE _ Q100(Regression_urban)= 470cfs 50YR TW= 15.4ft 100YR TW= 16.2ft P ROP Df-? OSE IAN D _ LT 20 7 ? -- - - -- W ELE .2 .40 - -- ? -- M ? _. AT 7 RE . W EL V. 3.4 51 10 0 W Y L= 14 .60' CU LVE RT LO E= 1-5 08 % L I 1 - PRd POS ED TAI DIT CH a Z y w a ?f ?a ?NZ ww INCOMPLE E PLANS Po 00 NOT USE FU L ?N9IAVCRON lfR 7/77. 11,71 1 DE 1 SU DTE RFAC (P FIL E WA ND) IN TER l PLATIRONIUNITED AJOI14TVFNMRE PROJECT REFERENCE NO. SHEET NO. R-25108 44.0 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DE NOTE WE S FIL LAN L IN EarthTech A Tyco International Rd. Company PRELIMINA 00 NOT USE PO RY PLANS WNB $IT 3 L- OT TA 8+9 .72 = Q1 1- 74,96 7' LT 90 50 V = a5 . 50 ROP SED GR E K _ 41 5 40 r+ .goo % r 2.0 oz 40 30 30 \\ // EXIS ING R D - 20 20 10 10 0 0 a 246 247 248 249 250 251 252 253 254 255 256 257 258 259 N 60 60 EL 42. 5' EX STIN GR OUND -Y1 4T R T. P PO ST 0 .00 40 K = 413 40 30 EL V(- = 18 41 5' ;rY 30.. K 196 20 \ 20 PH 01'0, ;L0 3HAD -j 1 (1 00-0 . (+ \0 10 OF - livu / 10 WWWN ?pMN Wi 259 260 261 262 263 264 265 266 267 268 269 270 271 272 TAVCI'ION INC4MPLE E PLANS DO N01' U86 FOR /R ACVUf91T10N T N z I -- - ' lp PROJECT REFERENCE No. SHEET NO. i 1 Sto 7V8.63 Pls Sto Jc492.85 // ? R-2510B 7.5 ENG LISH p i 3r2 059 (cr) es 3 os oGO ` STsta: FLATIRON/UNITED RAV SHEET NO. cr f? P!s a1+40.02 D 300'09.0` `wt8Ls 21000' T y AJOINTVENTURE ROADWAY DESIGN HYDRAULICS e 3'09'OOA L 3 57 15'8 y+3 y, ST 700 G AR R N 'J ENGINEER ENGINEER !/?? ` 210.004 7 1400 R 9909,86'E 0. !4+32.83 n// PRELIMIN 31 1ST = 70 2 Se 007 RO 290.30' DRB Earth Tech DO NOT USE F CONSTRUCRON ' ATyc01ntemalional Ltd. Company ?iC o.srEd r -Ux- D., J 60 MPN ni' L f y UB 130Yy .359 i-?Og'A `+µ 4 Ec13 c Dlr4H gi s? C2 -? A 13+0. TO 14.00 -Y!oRB- LT Y wS o , ?. ,. ly: ry^/ SEE DETAll F2?. SITE 4 7? ` ta.!2+2f: -c 5? ??h / G War sl' 48' FENCE 00.0 l.'I'PRAP / G,' SAG, . ?..+ /5665 159' EST a TONS C " /- P 1 t4D AR WW ENLk YIO , / ST 21 SY F .F. m v, q 9 SPECIAL IAT 3'BASE DITCH '?-STA 6+00 TO STA 19+40 -Y1018- 0 tL7, 14?fOR?+-7i?0 ;, .00 E ?T j' 1.7 /%? ??-O, rle' 0 ?V OQY6 ''y'`' r??/ 6' SEE DETAIL k7 Rf ?AI'1 0?01? -YIOP& +71.671\ \7??5 6\ IN wW FENCE G6ARE SCREEN C1 P 91.41' \ \T6s. i1 Q/ ?rd?(t /?_ ce ,sx DENOTES '6 I 20 e'7'RCBC=!•-rn S?Fe (4?t, G 4 / 2G °? 129IB 1 s \? WETL D INV OUT- LL IN, IN-9 10 , INV 77..10 w:• j/ ?? _ I? 8 " 8 l S F?ml 8 1 .LENGTH 67/ n T / i' Ov 1 2 CURB & E dT.r'wh • - 1 I `I GUTTER n A8' 9 ft C - PS 4' 201 9' 1 UI P,$, SPECIAL IAT 3' C G' 36? + I U YLCIASS IHRIPRAP ST4.12+33 TO 13+00 -YIOR& RT C - I SEE DETAL d6 \.a FS ST 2 B- :S II I BERM s)sY St9 5+44.55 I mD c111 6600 ty3 14200 zoo ( 400 / L 8°-° 1400 6Ba0 _L- - 16000 65°0 11500 2p0? U 1900 500 4000 TRAFFIC DIAGRAM ADT 2005 9700 ADT 2030 16900 WITH R0. 11 C,• ?'11 X11 PF51 11 p 2GI 2G1 mr 9.aJ- - - _113 56 3.9 IRr!1 1 STA 4+00 IS O ' - 22' 55'05.9' TO 6+00 \ rloe RT, OENOE?E ILL I SURF E WATER?PAL M.RAKOWSKI 82 - PG 222 r° 6C - I - 43x5' I SITf 4 11 ?? OB 982' 3 YIOR _ // G 00' 8 u? OB \n a 08 \ _ OENOT MECHANIZED ? T. St 41r O 11 -- sriRTONNS \\c * «" R. • RINGc _c _-- '; 1'i \ \ H C , EST 7 SY F.F. 15. ?? ... '-_ , I5 PDrENT!AL SITE FOR d 2GI m WASTE OR 80RROW,' \ L GRADE 2'-6 CURB 72+50-L-LT & GUTTER /-L- POC STA275+62. 125 ce -YIO- LOOP '8 CS ST 39 47'LT. I N 1 33 CSt0.1+60.00 J 31 _??` M1 a {" 2Gro?'RCec.. 7S. 40 a °la 46 END BR/ D FS -? 690 ca o -Ylo- PO INV. 2( I fEr _ -?- 1 ft's n 88 LENGTH 3040 q0, 2GI (7 7yp' Z 771 °? - PROP 0 SCSta. 272+91.79 9 8: O _ ------------- ----- N _• 2i ?-- 201-A PRO . ?- 4- Q `GU DERAIL N I f i • f5 2 . 47 ?•? _, 490 Fes` ? _ _ - - FS ?l - 2GI ?' ?P _ - I P 8 (,a ` „ 0 Gam, w c YMt?s ?I `2 _ 350 GRAD w ° _ a TYP, C,? RICK O. S EVENS Er!J%r C) ?. C 14 BB.1300 P6.359 FS O i;i 35 ?^ i5 FS ...__>" B m 2G 0i s r CHORD `, o• CSS7o. 6+35.50 GI 4e % N i •C ?2G t _ 245 HERMAN S. DAUGHTRY s n Cr ^ PG +w C OB 996 255+00.00 F ?' - 918 q°o DB 974 - PC 879 STA OQ = h 100.00' D P C POT STA 0+0000 ?AM PI 13 f7b B P c ?• Pls-57d-271T757 -Ste-296+3 ORC b2 4C 3p - d a + M X30' 00.0' 50'06' 19.0(LT1 Bs 3 30 00.Q' 4F , +13 r0 + s oa /I P, 7 I yYp - 350.00' . D 2'00'00.0"' Ls = 350.00' a 77.11& Ls "s rm LT - Ae '2?338 L 2,505.26' LT = 23338 ' (\` 93.00 \ YI i °f \ CL'B' RI ST PRAP \qC? c ' T _ 1,339.08' ST = 11671 z ? 13 M sw ° , /,1/? - •wW - .c?? EST8TON5 .. _ !!6.7 i Q ` r 383 ho 1 f! 2,864.79' D' 7 f'F S' 08.1 00 OPG SEAL 51 11?, /. N/ TI9114 ??- 75 (' 44.77! 3Olt- •I, \\..-\$TSt0. 8+30.50 Se 5: 4e WW c rlDe ?0 oa o\ 2s oo' 1 wti \? \??\ Ds =3561)70 MPH cw _ YIORC- fS 5? nD io0°?° p"' c6 p 0 \? i 7 00' ,10 ;•. A C Pls stox+!5.0! , PI Sto'5+07.88 Pls Sto 7+00,51 + . ,^ 1' c \? ? soae4sw y9y -' o 6s - 2'26'15.0 U 6 23'15.0'(RT) Ds 2'26'15.0 5 0.a' 130, 4 KGs 995.00" ''D = Z30'00.0', + LS = 195.00` 3390 c•" r1u< 1? P PAP a g ANO FITTERFAe8?c \Sm? a' 705E GRO'Jt?WB/_ L7' 130&` L ? 255.50 LT = !30.01' \ ; " N °' ' ao TONS ° c ST 6.01'T 127.88' ST, - 65.01' CL V RIPRAP R 2.291.83' en B TONS e Se 0065 Y100.4 ANN ROY, ETTAL. `. , RO = I95.00 SD P YIORORC- /a. l f / O u B. 300 G. 6 67 - \ :DS, = 65 MPH, 3953 43s E 85.00 +6455o .85.00'& o -Y,ORC 101 s ,. \ \ \ ? PIS Sto 11+83.95 PIS1o 13+5176 .-, P1s fo 15+18.62, 0SY!C c ,___ 3a ..;? ti W es = 7' 30' 00-.0" x - 15'06'02.4" (LT) es 7'30'00 0'' PI Sia 32±96.80 p c? o' 4 / ?. Ls = r 266.7800.00'. D 1? ?354 H000LRTl F; s ?4?sR 3 2`30' - 85 L?q 20L 00.0 ST '`6C7 ??? A i' a,M/ ssasw S R = 76394' 17778 YIOR +?so?so0 Se = 008 R • 229!83 ?? 85. ?F N W W it \ y Rno = 200.00' M4, \ Se o 0.4 r, ti?h B . oa CL'B' RIPRAP W e 1 -°y 7S. - 50 MP.{ ?0\= !EI?.R? F3i EST TONS 1455Y F F - A/ lk Ds 50 MPH + aiWbW 7 .I8190'& .105.001, tOfi.00'- PRELIM[N RY PLANS INCOMPLE E PLANS (q NOT USE FOR /• ACOUTSMON P P PROJECT REFERENCE NO. SHEET NO. W N R-2510B ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER M NOT USE CONBI'RUCfION 10 37 66 -R P B IN 8 12 oz n vi ) 0 2. 5% G AD CULVERT HYDRAULIC DATA H E .1 .6 T. .E .1 .7 STA. 10+37.66 -RAMP B- D SIG 1 0 R. DRAINAGE AREA ........................300 Acres ° T M E l 4 DESIGN DISCHARGE .................600 CFS . . . DESIGN FREQUENCY ................50 YR 14 1AT URAl l DESIGN HIGH WATER ELEV.....15.6 FT BASE DISCHARGE ....... ..............700 CFS RO . BASE HIGH WATER ELEV.......... 16.1 FT - & RT OVERTOPPING FREQUENCY..... 200 YR + OVERTOPPING DISCHARGE ...... 1050 CFS OVERTOPPING ELEV ..................20.4 FT -- - - - (3-4 0-q 6) L CU ER 26 9 + 4 L- i J O E: T ER A E R C UR S N ? m ? AF FEC TELI ) Y E IG . CULVERT HYDRAULIC DATA DE SIG1 4 1 0 R. , STA. 269+74.04 -L- DRAINAGE AREA ........................350 Acres H L.1 .7 - 7 z v 31 5' w DESIGN DISCHARGE .................650 CFS DESIGN FREQUENCY ................50 YR u. FOR C DESIGN HIGH WATER ELEV..... 13.7 FT BASE DISCHARGE ......................750 CFS - 100 YR BASE HIGH WATER ELEV.......... 14.3 FT OVERTOPPING FREQUENCY..... 500 YR + OVERTOPPING DISCHARGE ...... 1400 CFS 1'4 M I %J 1% XL OVERTOPPING ELEV ..................19.8 FT I , GR U - D to Ll 8' X 8' R B J - - -- - -- - -- -- - - -- 0 R - -- - =_ - L.1 .4 (3- 0 6) BE Z . ?W vm w? INCOMPLE E PLANS W NOT USE FOR /A AGVU18f1'[ON PRELIMIN RY PLANS FLATIRON/UNITED AJOINTVENWRE PROJECT REFERENCE NO. SHEET NO. R-2R5 108 1 SHEET NO. 44.0 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EarthTech A Tyco IIRNnalional Ltd. Company PRELIMINA Do NOT USE FOI RY PLANS L C0149MUMON L- OT TA 8+9 .72 = LT 50 v = S 0' 50 ROP SED GR E _ 41 40 r+I .300 z r 200 40 30 - 30 EXI ING RO D - ' 20 20 10 10 0 0 0 246 247 248 249 250 251 252 253 254 255 256 257 258 259 IN DE OTE WE FI LAN L IN T WO DE SU DTE FAC FIL WA IN ER 60 1 SIT 4 60 50 P0Tl -13TA ,16,5q o= 50 EL 42. 5' EX STIN GR OUND -YI 4T R T. MP PO ST 0 .00 K = 413 B FF R Z N 1 - - d 40 BUFF ER ZON E B UFF ER ON 2 30 EL = 18, 95' K 196 20 \\ r-J2 0 , r+ 00, 10 b ??, WWWy y bbbb ? log, 259 260 261 262 263 264 265 266 267 268 269 270 271 272 INCOMPLE E PLANS DO NOT USE FOR /R ACOVLA'RON FLATIRON/UNITED JOINT VENTURE PROJECT REFERENCE NO. SHEET NO. -W 570 25108 4 SH RM1 SHEEP NO. ROADWAY DESIGN HYDRADOCS ENGINEER ENGINEER EarthTech A Tyco International Ltd. Company PRELIMINA DO NOT USE RY PLANS INWMPLE 60 60 -LT - OT TA 5 8+5 .00 = 50 -L- 35' OT T. - SA 68 5. 50 -EtEi P1PI = do., 568 88.2 - IE- POT Sta. 575+ 32.0 R- 510B = LL VC _10.1 75' 7f, E = = 1.49' 10 PR POS D G ADE E D G 5!, ADE ,.5T:5 EL i8t0 = 6 28.1 A (+)( 003 % f 0.94 87. 20 XlS ING ROU 10 10 - "za 569 570 571 572 573 574 575 576 577 5 78 579 V1 K WE LAN DE 0TE FI L IN 60 -Y! -L- - POT Sta. -ST 258t a. 9O.72 7+_M 90__= _ SIT 4 C CV RT 60 EL 36. 6' D S1G DIS RAR D SIG kW ELE F/ E VC e = = 7 5e-.R 6.29' 5' t = L = +60 345 0 ' B B ASE SE RE UEN LEV 40 K D = M = 5 0 = = _ 59 BIJ FER ZO 14E OV ERT ERT PPI PPt G Dl G FM 40 r .3 % f JL56 6% P OPO ED RAD 1 ERT PPI G E 30 ZL--- 1C A 01 30 o C= = . 65 41 "s a c 20 - 20 r J2.t • ? / 10 10 EX ST1N GR UND d y a pWW • z .?ioF$ 0 1 2 3 4 5 6 7 8 9 10 11 12 CON97NVCPIWi E PLANS W N07 VAR FOR /A ACOVIRIT[ON FLATIRON/UNITED AJOINTVENTIJRE PROJECT REFERENCE NO. SHEET NO. R-2510B SHEET NO. 58D ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER EarthTech ATyro International Ltd. Company JR b0 NY L M RA 36 IC AT 60 6 ? 60 . E = 600 - CF ---- Y10- Yl0- R POT 8 Sta. POT 35+ Sta. 5.39 9+3 84 50 AT10 7 = 15,6 F7 50 5 BER -N M GR - H ADE UP 50 Y 710N = = !00_ 16.10 YRS >7 E M - D GR 0- ADE AMP , B T to. 18 b97.61 ) -L- EL , POT 25 Sta. 7 5' 265 0.0 40 CN EOU GE NCY = = 1050 200- CF .-YRS. 40 4 0 40 VA ON = 20,_ -- FT - ( 10.9 13% -J2 6 30 - - - - - - 30 3 0 A 30 PI = 1740 0.00 20 VC K = 3 202 20 2 0 - -- - 20 Xl ING RO D 95 65 10 10 1 10 f0 -YI RC- P , SE S ET 7.0.8 0 0 0 0 13 14 15 16 17 18 19 0 1 2 3 4 z -E -7 n W TL ND _ 1 R _ FO -YI RC- PL , SE SH ET .Q 8. S RF CE WA ER - Y10- PO Sta. 23+ a. 5.00 - 60 LI D GR ADE 60 SITE 4 E _ .08' 50 50 B UFFE R BU FER B 7 UFFE DM R 14r A 30 30 L= C = .2 50' i E ISTI G G OUN 20 71- 1 4- 77, 10 10 W?W2y? ` ??ab 4 5 6 7 8 9 10 11 12 13 14 15 16 PRELIMIN Y PLANS OO NO T V9B ONa'IAUCTION INCOMPL PLANS 0. A AODUI81TfON DENOTES FILL IN WETLAND * * * * DENOTES MECHANIZED ******* CLEARING 28 ELIZABETH P. SLOAN CS 772 - PG 430 Pr n. nmr na FI ATIRONIUNITED A JOINT VENTURE EarthTech ATyco International Ltd Company ENGLISH PROJECT REFERENCE N0. SHEET NO, R-2510B l1.0 RAY SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMIN RY PLANS W NOT USE PO CONSTRUCTION INCOMPLE E PLANS OO NOT USE FOR /R ACQU1SMON \ \ \ \ \ ? ? FOR -L- PROFILE, SEE SHEET 46.0 WtiW2 \ J3?H I/l / FLATIRON/UNITED A JOINT VENTURE PROJECT REFERENCE NO. SHEET N0. R-25/08 46.0 WW SHEET NO. ROADWAY DESIGN HYORAUUCS ENGINEER ENGINEER EarthTech A Tyco Intemational Ltd. Company -L- ST A3 l+ 5 = 50 47 ' 50 40 P ORO ED RAD 40 30 - - - -- - - -- -- - - - - 30 20 - '- - -- 20 XIST NG ROU D 10 10 0 0 0 298 299 300 301 302 303 304 305 306 307 308 309 310 311 y a: DE OTE WE FI LAN L IN 60 SIT 5 60 50 50 40 PI F? = 3," 2+2,1 701' 00 1 40 R K VI ? = =3 50' o 30 -- - - - - - - -- - - _ _ - -- - - -- -- (- -t+b n 3a L 30 EXI ING GRO ND 10 10 pM4M N?3u2 ?01=q ?bbY pWW 311 312 313 314 315 316 317 318 319 320 321 322 323 324 P RELIMIN RY PLANS W NOT U98 PO CON81AUC770N INCOMPLE E PLANS W Nm' USE FOR /A ACQUISITION N Z 0 m +Y \ PROJECT REFERENCE NO. SHEET NO. -K %TIRON/UNITED WN / R 2OHEET NO. 20 I ? `Y 'Y Y ? / I AJOINT VENTURE ROADWAY DESIGN HYDRAULICS / ENGINEER ENGINEER ." IN ES WEET X AVATIDN? y- EarthTech .. PRELIMINARY PLANS % AND / ATyco lntemationalLtd. Company I INCOMPLE E PLANS cl DEMOTES HANg'- MECHl? RING ANIZED / ENGLISH 80 NOT USE FOR /R ALVUWa'ION CLEARING ? / 0? 1 HAN CLEARING REFERS TO MACHINE CL RING WITH e GRUBBING AT-PIE? ONLY. Y \ ,It 'I SEE I'DE IL ON S ET 12 m_._? 1 \ J y- / Y wLB?Y Y. > J//I i-j JOHN F. HITT, at ux / OB1036 -PG 338 TYPICAL CLEARING ? 5664-88-6863 X AT BENTS NTS SITE 6 W pe) r I ROBIN R. MOORE 39 J / OB 684 - PG 25 RY R. ERN & S ? / Y O SPECIAL 2' BASE CLr DITCH O BERT A. ERN C) - STA 321+00 TO STA 323+50 -L- LT BEGIN _ BRIDGE. 1146 PG 345 OT STA324+02.87 OB, 717 P649 \ SEE DETAIL #14 4- 'L, PP + 4 m y. / IOO.DO' I . ' % Y NIL 30' TYP W C 48',= FENCE R C ,_--V" 1 R W C '- _ FENCE -. II L 1.Y ;Y-Y -Y_ I .. Z e +sooo BEGIN FREE • ? E d 75 _ TYPE 11 045CHARG SCUPPERS _-___- I I ? I I I I I Q p'll 0 2GI-B TYPE III ?? TYPE IIIN ;n n J - I^ C\j C 1 I- C\li Q FENCE - ? L-Li Z CL'B'RIPRAP FFEENC+SO 00 - '• EST 2 TONS ,. J EST 7 SY F.F. I._180,00' d L 1000 0 00' L PERMANENT ROCK I Y U / Sz?y9 5. CL'B'RIPRAP CHECK DAM 3rp\' _ EST 5 TON5F LATERAL 2' BASE DITCH W/5' BERM ` EST 14 SY F.. 323+50 T0324+Oa 44 RT SEE DETAIL #4 ?. 1,260' TAPER SPECIAL SU 321++5 50 T TO O ST A 323+50 -L- RT SEE DETAIL #1 JOHN F. HITT, at ux ,.. / \ • o DB 1036 - PG 338 \ 5664 88-6863 / Y, ELIZABETH P. LO 1AN BIN R 6 2E Y OB 772 OB 684 P - PG 430 \ /. 5, PC 8 - SLIDE 229 PO 99• ' 5674-17-2827 Tract 21 ? UNKNOWN / ELIZABETH P."SKOAW/ DB 772 - PG 43D i / 1.PC B SSIDE 729 \ 5674-17-2623 / FOR -L- PROFILE, SEE SHEET 45.0 AND 970 D ra, t 24 /yb h 559. _ - ?ti6 m S=fir Bq. j N?;2 wW N W NOT USE PO CONBPIIVCP[ON Z z i -`- 1 -K -K - PROJECT REFERENCE NO. SHEET NO. / R-25108 17.0 / FLATIRONIUNITED RW SHEET NO ? A JOINT VENTURE ROADWAY DESIGN ENGINEER . HYDRAUOCS DECLLEARINNGGND X E hT h ENGINEER art ec PRELIMINA RY PLANS HAND CLEARING REFERS O ATyco lntemationalUd.Company DO NOT USE CONSFRUMON R BANE CLEARING N Y ENGLISH INCOMPLE DO NOT USE FOR TE PLANS /R ACOUISMON if O SEE DETAIL ON SHEET 1 . K y 54 la.- .+- A-1 BONNIE E. SINGLETON JR. & MARSHALL T. SINGLETON L -K ? OB 917 ±PG 958 MB T - PG 91 . .? X Y Y X Y Nl Y. - CD y L ?" SITE 6 "`, i .. ?. m)L -- o W '? ... .. C W V, Iv W W W I^ I V / .V 1 1 _ O O I C, I I I. I O O O i O 1 I ,. O Al- - R U , , Y Y r TDa. ? Q y U Y _ ,• Y ;Y 2L y- Ir ? .Y W r y- y , _Y: sad 4 ? ? .. . \ BONNIE E. SINGLETON JR.& HA T. SI MARS NGLETON - . ... i ? OB 917. - PG 958 MB 2 YG 9 . . ? ? NL CITY Of WASHINGTON ? Y `- y- POR -1- PROFILE SEE SHEET 490 0 ,x w a OB 1060 - PG 535 Y. H, Y >. J .. PROJECT REFERENCE NO. SHEET NO. R-25108 l8.0 FLATIRON/UNITED PAV SHEET NO. A OINT ENTURE M ROADWAY ENGINEER DESIGN EN?EEa DEN0-rES HNNa j/ M ? . , y CLEARING iV Eari" tech PRELIMINA PLANS RY - T0 HAND CLEARING REFER ATyWIMBf RJI0A8I?O.C0Ap8A} S / ? - / _ -- - MACHINE CLEARING WITH ,. ENGLISH' INCOMPLE E PLANS /W AC PISMON GRUBBING AT PIERS ONLY. W NM USE FOR O y- ' SEE DETAIL ON SHEET 12 sa ?-- y Y Y / Y Y ^?ONNIE €.?SINGLETON & Y MARSHAL+_- T. SINGLETON .Y_ Y - - OB 9I7•? PG 958 `? ? MB 2 -LPG 91 . . ' y- .., ' Y' Y Y' y / y K , . - - -K y- Y y- Y Y .- oo y- y' ' - _ -K N Z 0 N C W ill LLJ O - O Q) - O O ? Q Lij W R C R J ? O 10G .oa ? Yl. Y \ Y ?., / Y i ?,. / -K Y Y ? ' / -K Y w; Y Y K , Y Y Y Y -K Y Y 54 O Y `1 ` Y ...,. BONNIE E. SINGLETON4,JR. & MARSHALL T. SINGLETON ``.• 'Y '`-.,? ,Y `Y '? ............ OB 917 - PG 958 s ME 2 - PG 91 -y- K tt « FOR -L- PROFILE, SEE SHEET 49.0 AND 50.0 .? ° 'try _ ,, z ) W Y Y Y i Z 0 WWW? MMti? WQ?i ?Ohl? . 1 .-.. /? PROJECT REFERENCE NO. SHEET NO. FOR -L- PROFILE, SEE SHEET 52.0 AND 530 7 I ! FOR -YIRB- TOF1LE, SEA SHE?T 61.0 r?; I -L- FLATIRON/UNITED R-25108 24.0 RW SHEET NO. FOR -Yl9RC- PROFILE, SEE SHEET 61.0 PIs St, 447+39.56 PISta 463+60.53 P1s St, 479+08,45 4 A JOINT VENTURE ROADWAY DESIGN HYDRAULICS 6s = r 00 00.0 - 30 21' 20.0' (RT) Gs r 00'00.9' , 62 ENGINEER ENGINEER FOR -SR6- PROFILE, SEE SHEET 740 Ls - 200.00' D - /`00000" Ls 20000 LT = 133.34' L = 3,035.56 LT 133.34 LEE E.KNOTT,et al EarthTech y X- Y y 1 Y ?? ?? I ST = 66.61 T - 1,554.31' Sr = 66L7' De 517 - Pc 22 DO ; PRELIMINARY PLANS m R - 5,729.58' PC A - SLIDE 92A NOT USE POI wNernucrtoN I ATyco International Ltd. Company f Se = 0.04 PC D -. SLIDE 249 ; First Tract Ro = 20000' i INCOMPLE E PLANS ' Ro 6G MPH 5676-15-6269 r ' DO NOT USE FOR /? ACOUISMON CIS = ENGLISH ?- 924.50' i J. DAN AHEM JR. r ?, 547'06'37'W OB 743 - PG 360 5676-13-f358 A.G ?y; r DENX-TES TTAND r mP LEE E. KNOTT, et al , A.G. SWANNER a i OB 1289 - PG BIG CLEARING OB 517 - PG 22 PC C - SLIDE 6-4r r PC A - SLIDE 92A 1 r r PC 0- SLIDE 249 HAND CLEARING REFERS TO I Second Tract 66 'MACHINE CLEARING WITH 5676-15-6269 ; . G BBI G AT F ERS pNLY. e9 76' ' Y19R8- N42-20'33- - x SEE DRIL ON SHEET- 12 I' I 1 I Pls Sfa 0+4000 Pls Sta 2+8006 PI Sto 4+84.77 PIS Sto 6+88.97 . x z MI ' ? Les = 0.0042.4" Ls 240.00' D = 4'00'000"(LT) es = 24000' 0 1T = 8000 LT 160.06' L 248.91' LT = 160,06' ' ?m Inn 48' WW FENCE_ ST = 40.00' ST = 80.05' T = 124.77' ST = 80.05' ; ; x 2' fin= } so.o?a+ ? i S 1,432.59' ' 0.08 _. = 1 I I J SITE 6 I END RIDGE Ro = 240.00' 1 Y MINION!CON RI TICN -L- OT ,STA476+7689 Ds =660 MPH n9Ra o pEN?; F?? / ?P 2?P rnU) S S Qnl r 0 75.00' i CHG? A9 CLE INGh1J $A LEE E. KNOTT, et al F -L- POC STA477+20.00 = PDBA517 - PC 9za + I ; F //? x D 14 o -co - SLIDE -Y19- RAMP 8 CS STA 0+00.00 Third Tract -+-417-8 n7RB 74. ' \ 1 I 47' LT -1- 5676-24-2234 150.00' O AA F - Q + 9., 1 3 + . is.DO _ N -S R6 PTS ' • I ` u .S 1 48• ww FENCE ra.oo' R CHORD cxoRD F i -------- ----- o ^l P r F O x I SRSSta.1+20.00 ro s_ Y w_ Ii i n F FF p _p __-F w F --- - R$,„ ....... N Pcc to.12+77 - --------- ---EN FREE 1I sc P AGE o ?50'TYP.--- TYPE 350, -Y 9 POTENTIAL SITE FOR. _ 66 POC':ST 4"+41b2 1 ° WASTE OR BORROW ( LLJ J' - 30' TYP °n + G. swANNER 11 r r E- f 7 r m DO 1289 - PG 816 0 W ?? Elu G-SLI PC DE _ ° ° _____- rr ueUSv n ii o O? 1 N N' - - a Vl W «" mCON v I 50 159a ,. 160 PROP. !nr. Z . ui W Ul E III - a zc1 e O .L-cut ERAiL' 38'48' 49.0" E ' a QW - e N '?-' 201-0 i o I O h r o. W O - o m -YI9-R= o m+ -k (n O ,D Q a ° BERM GUTTER ° r-=- a m o SI`Sta.480+41.78 C r=°, r 1 ° 1'+13.00 EGI -.L-U) ? k E LL p. Q POTENTIAL SITE FOR 67 ouvBR1 A. THOMAS, RI tsHOULD R d l U t1 +03, 16 YI9 RC 58 y AT-1 WASTE OR BORROW DB 196 Pg.'93 q„i BERM UTTER a SHOULDER ` 30'TY 2GI-0W/FIAT c? RC? 5676-24-8316 r M-' _ 5l a Ra>E 18 POT ST& +46.32 4 BERM GUTTER. GS$ta. 478+4`178 G a W/2 F F C- PG \ 1 I 1VS \ n - t I f Y19R C rA8+72J5 l/) I f --- ------------- --aoaaND W/ ;I END FREE F F 4 F F --_SLEEVE GASKET ° e r r l i W I ?i o DISCHARGE a SGSto. 2+40.00 F SCUPPERS TO O,,vw F i F -\_1 1? 1rJ l b Z I I ' ' 48' WW FENCE .I' R CHORD ° ?' i r \ `©JJl I C (' F? 0 ry ^or \\ r Cl B'RIPRAP r Z t+ o EST 5 TONS r . U F 48 W FENCE t 150.00' PREFORMED + 00 F --- ° o h 1So,-Q_TT 14 SY'F.F.:. Q I ol, =1- I; 1 scouR HoIE 7s.oo' F I? L `W 9 /I p 1 r m -L- POC STA477+ 0.00 = CSSto.4+64. Ra \F pa 'y' p o `--'dl '4 ' =SR6- POTSt6. 7C b0_ I -09- RAMP C TS1 STA0+00.00 75 Pro \\? r rP _ ,o W Uj I 47' RT. -Yl9RC- h o e ' (?l o `J m SR6- (FUTURE! PIS Sta 1+60.06 PI Sto 3+52.69 Pls Sta 8+2997 / FENCe ; '' ?? I Pl Sfa 11+9 J2 ' P! Sfa 13+33.70 es 4 48'' 00.0 = 859'48.7" (RT) Bs = 4 91' 5.0 /, ?F xS <e, os0''Apt Ls ` 240.00 D = 4'00000' Ls - 18750o ° r 1 LT _ 160.06, L = 224.92' LT 125.04' A= 9,48' D -- 60 '00.0" D - Z00 0L a(CTJ T = 1269' ST = 6254, k r ?? L 163.5 L 112.10 ST,; s R = 1,432.39' T = 81. 2' T = 56.06' Se = 0.08 R = 9 9.93' R - 2,869.79' i 3,k1 S ATE DOMINION CONSTRUCTION Ro = 240.00' k EE ???N Ds - 60 MPH G' CLE JPrG 114,411 S5 l I_ __ -_ 9 i ?V ET m PPROX W?SHlI4?14 a uoU0 ---- sat _ --------------- 4? --- ---------- 60 ?? . _ Sy N7'4604'E W/Li rEIP ?x 36,r ?F -__ CHL 77- J. DAN RHEM JR. __ ?_-- - ---- -- ?, ; 17X DB 743 - PG 360 I I 1y` I 65 O k 5676-13-1358 FRED: WEBB INC. I ', r X- ,Y DB668 - PC 616 -.. •? k r U? _ Soft OB 868 - PC 618 O `--, 'PC D - PC 94 AAA I l ii w CO DB T43 6N 7 L NC ; ..5676-23-7915 --?-re? STEPHEN R6EM I cDluc i k ? 60 ,77 5676-134074 ; k i?- hr m t. 25 P I J FLATIRON/UNITED AJOINT VENTURE PROJECT REFERENCE NO. SHEET NO. R-25108 53.0 Rk/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EarthTech A TycoIntematianal Ltd. Company PRELIMINA RY PLANS CUNSfR UN 60 P1 490 17.0 EL VC 41.1 1,0 b' 0' 50 50 -L -Y19 PO - ST OT 490 TA 63.3 4+51 = 5 40 - L- -V/Q- OT Qr TA F 6+ .07 - +)2 352' f-Jl. 1157 40 P = 4 31+78 .00 RO SE GRA DE 0 E V kW" f- m: = I .48 25' 0 20 2Y -?o EX IN GRO UND 10 10 - -10 F T F- -10 0 479 480 481 482 483 484 485 486 487 488 489 490 491 492 N K WE LAN 70 DE S OTE RFA Fl U E W L IN TER 70 60 Ell ?4 SIT 7 - - -P 20- TS PO A5 ST 4+ 29 6 I5.5 60 BU FE Z NE 50 BU FER ZO NE L P S 50 +00 0 Q - 50 1 1= 7L = 90+ 41.75 .00 YI 9- RAM D T A 0 00.0 47' RT. 40 = 47 PA )P )SEC GRA DE 1= L = 98+ 27.7 5.0 5'l = 81 30 30 20 EL - 3 84' 1 '20 a E ISTI G GR OUND K 25 •s m 10 10 ?«ge -10 -10 1 W ;2 492 493 494 495 496 497 498 499 500 501 502 503 504 505 W NOT USE UCI'[ INCOMPLE E PLANS W NOi UM MR /A ACOUtlITIDN PROJECT REFERENCE NO. SHEET NO. R-25108 soo FLATIRON/UNITED RM/ SHEET NO . A JOINT VENTURE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER - EarthTech A Tyco International ild. Company FO R 60 - (/0- Loo B Or to.lr 53.6 = - 170- POT Sta. J4+95 .00 E = 4.9 50 BE N G ADE -77 L- -7? POC 777 Sta. 77 75+ a. 2.98 7u-=- E - GR - L ADE DOP P ( T t l+ 044 40 ,nn E = 0.87 EL = 3 81' 40 E V = 1 = / 9.00 00, PRO OSE GR DE K =15 (+) 1761' (J 96 - - - ( H/ 17 I% -- -- - - -- - - - - - 30 - - -- - - -- -- -- 30 PI =3 25.0 E = r .29' 20 V = 50 EXIS TING TIN GRO IND, 20 10 .091 : 1 ' lo 0 1 2 3 4 5 6 7 8 9 10 11 0 C Fj 70R -Y195 4- LAN EE HE T 25 .0 D 2 D DE DTE FIL IN S FAC WA TER 60 -Y1 -L- - RA POT MP 51cL PO 5044 Sto = O+o .00 60 EL 34. - 6' 50 SIT 7 50 P! = 1+41 00 K 9 ?2r P ROP SED GR E B FFE Z ONE 2 Y19- POT Sta. + .Oo ! _ _ = PI =8 00.0 B FF RZ D = 0 E = 459' 391 I 3 OF ER ZO E -Y - AMP ' AP T 5 .12 54.4 30 D 3 50 EL ll. l 30 1- .539 ', f 11J07 % (- IJ07 p P = !! 25. 0? o W ti V( 1 50' 0' 20 W I O?J K =4 QZ 20 In L-? a o W o EX STIN GRO UND :m 10 _ 1 % ] IQ - + Lli 10 ----- ---- ----- --- o • ---- ---- - EN LAT 2 SE DIT H 0. 0% -- z . . QE ? ? BE !N 'BA E D TCH W/ BE M o u-j a m W m W ? WWW; ro N o + ? W EL m3 +W "3a?8 m: m b4YM W 0 1 2 3 4 5 6 7 8 9 10 11 12 w? P RE LIMIN PLANS RY DO NOT U96 CON9IRUGTWN INCOMPLE E PLANS DO NOT USE FOR /A ACOULVf'ION PROJECT REFERENCE NO. SHEET NO. R-25108 62.0 FLATIRON/UNITED RN! SHEET NO. AJOINTVENTURE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EarthTech f K ) PRELIMINA RY PLANS T-1 IV M --I _ 4 - 7 A Tyco Inlemalional Ltd. Company 00 NOT USE F01 ? CONe'fRVC170N 1 DE OTE FI L IN INCOMPLE E WE LAN DD NOT USE FOR /A ACQUISITION S F R SIT 7 60 6 0 -Y19 -L- R P Sta. 0+0 DO u F, Wa E EL 34. ' Pl - I+ 8 00 V FOR -Y!9 C- LAN SE SH ET 4.0 ND 50 . VC = 6' 29 T BU FFER Z 50 fi o K =r s 146 6 40 0.00 40 D = 5= 60 V = 4 1.8 % D = 0 30 48'. - 854, % l 3 I O% Y19- RAM OT Sta. I +09. 4 = Y19- POT Sta. 1+5 .00 PR OPOS ED GRAD E,- 30 L = 1215' 3 o -) o 20 PRO OSE GR DE J EA D ADE - 9- AMP CP T S a.12 7591 20 Et =/L5 2' 2 0 1 0 _ NZ EX STIN GR UND a? - - \W J B GIN PE IAL -3 Z °w Q \ lo - CU I CH t` + LT ' 21 01 WU +W -4 0 a 9 10 11 12 13 0 1 2 3 4 5 6 7 iu a< R IPE HY RA LIC DA A D AIN E RU UR NO. 53 C OR -M 91W SH `..05 RS OE OTE FI L IN = __ FS WE LAN DE IGN E LEVA TION = 7X 5 _ T 100 YE D! CH GE = 18 _ FS 100 YE EL ATI N = OV RTO PIN FR QUE CY = l_ ___ RS OW RTO PIN ELE ATI N T 40 SIT 7 _ 19- 0 ta, I+50. 0 BU FE Z NE 1 E 1 5 30 FT - 3RX J a U2 F YD G RAQF 3 0 5 0 50 cl- a ` -- 19- RAM ' D OT ta. l +20. 7 BE IN G ADE PI !I+ 400 E _ ,51 -y - + a = EL 2 97' r p W j,? VC = 40 20 / Z : I k, I 2 D A O J DS 6 PI = 10 45.0 Pt = 11+6 .00 / / ( .30 7% V = 1 0 VC 100 10 X , X (-a I - .. -1 1, 1 1 0 3 0 K = 9 K= 110 30 - - -- _ - I. 0% (+ 12 8 l+) 3019 - - - - 907 (LT. Q a Z (i U f-10 327 ;.' . 4T ?U W T 20 NU T WU W J D W? W? nU a n co ~ W? (n2 ?M ? WO ?, ?° ?a L. I N V p 0 0 o W v U EXl ING GRO ND J m CC W ? , jr W O O W Wh OW h old _ O? nC3 co W C5 H O W O W Q WJ J ? W WU ?W WJ +W - 0 1 10 1 u 4Q si i ?h W 411 +W + W bMM W QW -20 A n 0 WF ¢WW 7 8 9 10 11 12 13 14 10 11 12 13 ? PLANS N Z z -Y21A- ; ?, l PI Sto 39+85.07 P1Sta 49+39.95 / FOR -L- PROFILE, SEE SJE 54.0 p = 12'29'07.9 (LT) n- = 8.55'43.5'(LT) D = 2' 30' 000 D = 2'30'00 * 0" FOR -Y21- PROFILE, SEE 70.0 L = 499.42' L - 357.15' T = 250.70' T = 178.94' - ,2,2291. 1.83' ' R = 22903' R 2 DENOTES FILL IN PROJECT REFERENCE NO. SHEET NO. f R-2510B 27.0 SURFACE WATER FLATIRON/UNITED R,W SHEET NO. I I 1, I y I DENOTES FILL IN W I AJOINT VENTURE ROMNGIN ERSIGN EHYDRAULIC NGINEERS I1 I WETLAND cc: .. 97 I , EarthTech PRELIMINARY PLANS LOWES INVESTMENT CORPORATION I I / fIR +? DENOTES MECHANIZED ATyco International Ltd. Company 013 905 - PG 607 , CLEARING , OB 841- PG 991 , I I ENGLISH DO NOT USE FOR /R ACQUISITION PC 0 - SLIDE 376 I _ 5676-36-7990 I I -L Parcel B I I I Pls Sta 517+11,85 PI Sto 525+89.19 Pls Sto 5341-19.63 Cc r'1 ' J I I Bs - 4' 30' 00.0" n, = 34' 59' 12.8' (LT) Bs = 4' 30' 00.0" W Ls = 375.00' D = 2'24'00.0" Ls = 375.00' 2 LT - 250.08' L = 1,457.79' LT = 250.08' U ST = 125.07' T = 752.42' ST = 125.07' ?I I I o 'II R = 2387.32' I -- Se0075 3 I II( I I?' I Ro 375.00 I ° I I Ds = 70 MPH 97 I I FOUND I ?I O DALTON G. LILLEY II DB 1055 - PG 843 w i D MB 8 8 8 - PG 71 23 CR' - PG 1 5676-28-7817 F Li hS, ` +3. 9 DALTON G. LILLEY :I 1 190.00' 1 E b 48' OB 1007 PG 789 1 j P-A .V) MB IB - PC 71 I +71.}3 FIRST TRACT ' a Y 73' I _I + 5676-37-8970 III- C BEGIN CULVERT tI I _ ?- $ITE 9 -L- POC STA514+92.87 4BAV P E + :+ 677 224.U0' I R CL'B'TO LT 67 EST 1 TO5 SY FFN . ?. 4J ? II F 150.00 qe^ ww *N /LT _.406 TT w?_.- -•-t?. 1 _ - _ -4+26.87 +36.77 I / + 15162' - PREFORMED 150 00' u 0WA T k' + 41.7/ { I 150./ 544.3 , F ?? - 56'W t? 5-? (SCOUR HOLE : „-1' "' C 48- WW FFOCE { R -5- CHORD C CL W RIPRAP -. ,?. IP N3?V@ RCgC -EST 3 TONS F ?? a SC v IN 1.91 EST 10 SY F.F. CO S N ROD 0 L1EL0 F I-I -PR OP. PREFORMED I I V -2.61 W/SLEEVE GASKET F _ GUIDERAIL SCOUR HOLE ?N 2W +50.00 END SHOULDER _ F -- f F' f F F , BERM GUTTER F _ F _ _ F _ `' 1p0 PP6 'S ------ - - - - F F --F W -- 300' TAPER 15' CSP W2 E180W5 < N : ; ' f a N T- LEFT & RIGHT ROD AND LUG S0, ° F3 + U M4aEEVE GASKET 202 14. •'• (n d . ?; O z5i.6ox?, 6 TYP... + TYPE 350 i 209 - - D' 'o.ao' 2GF8 ? IiI _____________ N In i0 B ' --? 111 N 2G4B I N GRATE .o ° 0 T, rv ? ? _ ° o sl 1 ' ° 6R ; , 1?0 SPPER 21 S C) Z ?2GI? FS ,I \ f 07 FS -- Q O ?-ALT vW PROP. ?C9 2G1-B o10Y6 ?- FOB 835 -PGL26C J c LAT C 5C.76-57-0739 I' y _2 N rv i. V M fIff: t0 ° O / STA?519 80 TORCH Q W/FIAT o ?I - SEE DETAIL, 817 m I4 BDALo S. Q GRATE Lo 16 (j) A IF CAT-1 -?? D 091- ?0I 3 L 1 i 157 _ 4 w, _ / C I 567 684` 15ELK0 .I ?' i Cn Q 1 tI ° y Iy a 041 o5 11 + END CULVERT ____ __-'G ^ I 01- 50'tYP 60.00 END SHOULDER _ _ __ F m w' Cn I? 2648 ` (/7 I ° I W/FLAT GRATE" I ^ BERM GUTTER POC S1 A b75+-. 9?' F G IDS VERNA LBP.OTCHIE m 1 / 1 1 ° 1 eB 475 P475-418 ? -I-_- ? .Q D c. am 1I F F + F F I 5676-47-9401 ?._.F -?- F f BEGIN 48' F I F 125.00 -1' I- A- m r? \ 'I`cy Z F ENO 88 0 0TE 4Y + 7 '/ G\ REMOVE 19 / T ?- I WW FENCE N2195 q 49.16 & I 149.43' I°a j- pt?? v WW PENCE 1- +48.24 EF 31 75.00 C/ J ow gl k+90.17 I?'. 1t \ 109.88' 0 ' I F I I ' ,?? IiA y I O \ CHORD I' o I I ?Iw 114.74' 150. 0' y '1!8.00' R? 48• WW FENCE © CI . / I .. -1 48" WW PENCE .. .. IOI P 1 r\ Its`"" ;' ? ISBLRO _.-'' 90 \ I r0 1 4 , 1 iaiv? 97 +a6.77 X11 ?R. c q '? y +910 1 s- F / F . 0 lsa.oo' De O \ 149.22 V '?JT HAROLD RAYFORAILLEY I I .1 Q? OALTON G LILLEY HTR " ?°' J a 11 60NC ' ' - - o? Y21A 11 "Ag'' 8 CB 715 PG 5140 +88.50 OB 1007 - PG 789., U' •?, a 0 1 y'? , `? + fE14C - MB 7 PG 79 I ?IA 51' raet 104 ?! 11' '''I?. 5676-46-1549 9970°' -Y21A- M5 (ManY Exce,tto?j s) E.. ,,,532'?T"PJ5 X Q 3 err', 1 u h HA 5L.LITTLE P 60 . -?B 67 •. 678 DALTON G. LILLEY °ui" ? tOp ° N ??de 4G ".. / \ 8'0' 124 c N > S 0 DB I007 - PG 789 alw_; rl? / '?? D' ASPn?I -Y2! PC Sta. +61 I © o °mX S t? • ` 195.00' S O 5676-4 -7184 02 6, r4 5 .. m.: -1 MBIB-PG 71 / 1 0 8 ' i a N n ° O? N REMOVE-?= +I ?3 IMF, a Ul FIRST TRACT 6FU w 5676-37-897 ?..?% ND CON-5-if 48' NC ,.„ L TON W. ROSS ... A ? T 409 M ` °m 0 998'--PG 195 l o? / ?Pp PIN s? F H 48'CONC-1 z r CO ? tea'" 76-46-6858 71 / / tlI5E81NT+// 1. IS "JAY G. JEWELL JR. i 5 ISSIONARY BAPT T CHURCH O u `/?yl ?pN / .-- OF WASHINGTON 1 5PG 53 5FD pp fi 101 w lc + POB IBO - PC 305 5676-46-6738 261PC F -SLIDE 66-6 D,f RA ILLf z 567 72 -365 CN 9d 16-57 bb / 5 6-46- 64? ISBLKD 107 O cq ISBLKD I v: v / ¢p W. WHITAKER ISFD iI i 'i I- 7 ?? $ / X80_ - PG 40 'b.. /-PG 31 "t1,B.-'pG846 85_ 'Rn7 j"7-3013 I -. WWW• W NOT USE FO& ODN9TAVCl70N INCOMPLE E PLANS P? P W 21 PROJECT REFERENCE NO. SHEET NO. R-25108 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /• AOOUMMON PRELIMIN RY PLANS DO NOf USE FO CONSMUCfION CULVERT HYDRAULIC DATA - - STA. 515 + 08.82 -L- SE 9. 9 DRAINAGE AREA .......................1160 Acres N TU 00 YR. DESIGN DISCHARGE .................1280 CFS O 102.4 M114 05. ' IN DESIGN FREQUENCY ................ 50 YR DESIGN HIGH WATER ELEV..... 9.29 FT BASE DISCHARGE ......................1470 CFS 0 0 BA 4K TO 0 B NK BASE HIGH WATER ELEV.......... 9.99 FT Ll: OVERTOPPING FREQUENCY..... 500 YR +/- OVERTOPPING DISCHARGE ...... 2490 CFS - ---- OVERTOPPING ELEV ..................20.4 FT ---- - - - DEN SU OTES FAC FIL WA IN ER ?I FLATIRON/UNITED AJOINT VENTURE PROJECT REFERENCE NO. SHEEF NO. R-25108 59.0 KW SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER EarthTech A Tyco International Ltd. Company PRELIMINA W NOT USE F01 RY PLANS ? CONSTRUCTION DO NOT VPB FOR /11 ACQUISITION 60 P! L = 5 05 +7 RR4' .00 $IT 9 50 --- V K = =2 0 9 BU FER ZO NE 1 40 o/ B FE E r = r +o . 30 _ 'a 30 20 20 r >o s 7 % 10 10 I I ? -10 -10 0 505 506 507 508 509 510 511 512 513 514 515 516 517 518 N C 70 OE OTE WE FI LAN L IN 70 60 60 50 IT --1-0 50 40 40 30 --L- -Y22 F OT TA +2 92 30 PRO OS 0 E 1 - L = 27+ 12. 0.00 ' 20 /C K = 606, 22 20 0 s 10 r J0.6 72% +)2 3? ' - F V= YG G MA 2 - 0 -- - 0 WWWb ? -10 - MbY aWW., 518 519 520 521 522 523 524 525 526 527 528 529 530 531 INCOMPLE E PLANS "z 0 I,. ?a,s -L- 00 PROJECT REFERENCE NO. Pls Sto 517+11.85 PI Sta 525+89,19 Pls Sto 534+19.63 7 k50 ' T R-25108 FLATIRON/UNITED RN7 SHEET N( es = 4 30'00.0 0 = 34 59'12.6(LT) 8s = 4 30'00.0 STA. INSER „o f 1j Ls = 375.00' D = 2' 24'00.0' Ls = 375.00' C H LIN E T 4a--O 02 oz 1 O d- I A JOINT VENTURE aoADwar DESIGN LT = 250.08' L = 1,457.79' LT = 250.08' d A? E CELLA A, NORVE NE ON 5 00 \. ENGINEER ?rl E 1 24000' ST = 125.07' T = 752.42' ST 125.07' E S OB 1005 - PG 3774 4 1 1 DB 1044 - PC 264 eE ee R = 2,387-32' SE 1 OB 1377 PG 671 Se = 0.075 -Y22- 1 ( °I 109 A DD 1384 - PG 90: ?A v EarthTech DB 1315 PG 58a RD = 375.00' PISto 25+50.32 1 _ Atycolmena!ionalLtd. Company r w°d; a\ DS = 70 MPH ° SHIRLEY T. RONAN, et of A = 63' 44' 25,6' (RT) 1 1 oe 634 - Pc 412 D = 6'45'00.0' 1 ° 1 5616-49-9010 2_ ?i f \ ENGLI 10 L = 944.30' 1 1 150,00' T = 527.74' 1 < 1 X R = 848.83' vow 1 Se = 0.06 Ro = 270.00' 1 0l t u0 Ds = 50 MPH 1 - !4ARCELLA A . NOfVELI-NELS u 1 1 C. 10x5 - Pc 74 Y57 Nay 0b0 ?' 1 DD 1044 - 1 C 264 C / Z 97 70 55 AB 1377 -.-PC 671 O - S 0 °? w......? " D8 384 FG 90 ! / / 6P t 2 DALTON G. ULLEY ,30. qlj DS 1315 -:PG 580°• / 9\ ? DB 1055 - PG 843 ,. , 00 939 - PC 323 , S1!'; •55'd \-F 5\\zz?DSW B me 18 - P, 71 267gp. 5676-28-7817 m i CL WRIPRAP 1 1 U E5TI TONS :S1 i G/ 8 IRIONS 1 EST 7 SY F.F I / ti v I,SK DENOTES L IN EST G Esr2lsvFE. ;% =i^• N 'A' ?' vA WET D 10 q? A { CL'B RIPRAP III 1 , I I ? EST3 TONS •.,, :, D / ?1 1 EST 10 SY F.F. O S IS' 2G439 i O Q .'MARC LLA A. NOAVELL ELSON I ?., SB Sy d I : 08 1005 - PC 37 ` 20 Z 1? s?s,S J ?y F 15.' / J• O - Q DI 1044 - PG 26 CStO• R DB 1377 - PG P 1 . F` i C _ d0?/ ? N OB 1384 - PG 01 p o3 - °s0 f i? 'o v DB 1315 - PG a8 1 +61.58 1 O a• 1yC' w ` PkULA KNOX DAMS 1 u' - 0 0?1 p Po / a 1 ' n m s , / 9 1 -+ h 'ice '•1-"'s- o,' j _ 0 / ? 231,.... I... i? SPECIAL CUT DITCH ?f o 113 '/28" STA. 524+80 TO 525+5 -L- 5676-58- SEE DETAIL 72 .. ? ' 12' 12 50 V( i : ?T / / p / ? //?9 1?' /j?? ?- - - P STA. 528+98.781 = 1 - + / 'FS/ , a ` S a Q y Q Y22- POC STA2242 .92 55 R. o c s / N / -! 23?i / N ?, / +390 'n.. i ?'? j / N ??,,. , /? g5Q0/..... // -/ ?-? q{ SITE 10 oz oz N y j/F c REr ?// .? " C 0.+ N /a 2s? / // Ni9 CL'R'RIPRAP? C '-- .Sb 0 rJ m - o N 541V'o?! ^ \y / ?.?/ G,' °O EST 3 TONS ---C £ w a R / / s\°ai' / ' // EST 10 SY F.F. CONVER TO TBJRTW/MHCB cJ .-__ ANCHOR N w'. v e / / F F ? +18.75 .. .. .. ...? ??. ? '100'W.? a ,?7s8c -- ? ..'`G \t /.- j/ /, .• 6. LLJ i N . ? 5a R y / ?i 217 .. o N 5' MONO ,O?G•S P B PP $ '?i / - / O " qo o ?? CONC: ,S S fin, _ s? / S '(Or tv r I o /1 ro q, 02 /'? 9 55 p\br 09?0 m a.. l?pr t}??p 0., ISM m IF 5o- ° i 5 \ N iP X10 5411E r.?•?' c" SPECIAL DITCH GRADE .00 6. - % m r 1.. WIJ 1 T3 .? / i `'0' 9.0 05 O )sO? \ 22 / SSTA EE PROHO T+50 --5R4- aT 180-45-180 m S ' C3 1 +SL49 s - aETAI,- ?•. r ?1(G ' PROFILE El G EI {? r ! L1 a?E SR4- aq. N U F PI Sto A 3' 495b1 ;PISta 18_ kl .I ! Q / °?? /A' Q`' 1 Epl tid C! 5341652"(L7) n = 13 08.9(R W 200'TR?ft - _C -- ,. ALFONSO BILLINGSLEA D 57'17'44.8" D`= OO'00.D° MA K. STEEHLER 1877 - PG 605 ISFO I J- 6 ?" O / ?N_ ? M ' 0 o.RUTH cRAr,et L = 93.70 L?'58928 -AL?9N- CLA C.,. . Try I p ,9-?- u. 2 / ' `k _ T RK ?I C 9 7 - PG 318 5676-58-XX%X e0B B B PC 4 ," PB 835 - PG 26 a 3 / Z ' 5676-51-0139 5676 57-0991 ISBRD 5?1 I - it 3j? 1R n? ?'A ;/ C / SFD -,1N - R _ c0 . caN , / / /. c F /3 1 f R = IOOOG, -2,864179' Y e = 003 Se 0025 S .? a = 60.00 Ro = `)000 Q s D +u I /T ?I I j `' G / yl ,1 i Ds = l5 MPH Ds = 4 P1 ?+ p ?? I 12 contI?C•l??"'I, Ra' 3 4f tiS•/ /1 OLIVIA L' HAND Pt ISFD ,.- Ei ? ? , ? % ? Oj / ?° DB 603 PG 550 S q -1r I l5' CONC G8 1177OPC 48; ' .. tOPTCm7 i d2 0 IBEGINI48..o? :/ ," ",-?? 67667- 6 .. /?w?.,.,, E1 It ?_' 1 IWW Nt °a / SPECLIID GRADE _ tir!OLIN 12 -+ / -r. cl C / / ?P, E8 DOROTHY H. ELKS G R Lt-S HARP$ y - 4 i s +S 4 1 y, n - ti- STA13+00 15+50 a 5676-69-4071.t 000 PROFILE F(1F C,RAD DB 717 539 L 'B' ?" _... x _ .-E'T 2RTON5, 'Y22 r9 JOHN D. ULLEY P app' bl SPEtt4`-1aL V-0DITCH ; 7 SY 00 OB 728 - PC 611 00 M19W' Y I JS. 217 06 1' E/ `227 5676-58-4920 ' STA 523+9210 527+50 -L RT / •! 1 r 100- SEE DETAIL .#1 .. t / ' '?.: .. ?- ` 100- 2 100 10200 s„` o C8 75. / / f '72'° / \ -L '19600 \` P i -SR4- PcrSta. IO+OO.o \ 200 .J0 E 2 7? r 9 ?i / / o do Q / ?1? >. 0 `oa s s ?g 6 40 - - POC Sto.26+50 0700 ro 4100 E i 41S GAP ASS M E NED BY SOUND ? I o + 216 / o e / / ti \ 20? 9100 - O3h1 ? ' ADVI 8.ALF£4AW£07..x3. OFFICE` y' \ / 1 TRAFFIC DIAGRAM e0,p0 .> / IQ Eo ?? f 1 2005 - RA YMOND G.ELKS ?O ?OVICE JF WA?HMGTON C. 4or lee $j - o N tiQ?-? - Dr 2030 122 DB 423 - PC 451 / p6 R7! - PC 363 930' O EXISTING U$ 17 5676-58-7840 -g5 4s - y \? Sslc 3D F? ! C"% i? / 1\ J> / •r ?°d ?,? 1 b ?'?/' / / / /m ?ot • t?y4 J,, 4 ! ,.f ?`y_' ? -?- se- 2- 5'S7•W JDo. " \ C 2. n n A j O/x . / FOR -L- PROFILE, SEE SHEET 54.0 AND 55.0 C RT F%ST r.f D L J?o- ?? q ss •RT J9 wrMH FOR -Y22- PROFILE, SEE SHEET 71.0 F ddd FOR -SR4- PROFILE, SEE SHEET 73.0 AND 74.0 / 50 SHEET NO. 28.0 HYDRAULICS ENGINEER PRELIMIN 00 NOT U9R FO RY PLANS MNI'RUCTION INCOMPLE E PLANS DO NOT USE FOR /F ACQUISITION a 125 1 110 1 115 1 110 1 1 0.05 REFERENCE NO. SHEET NO. -2510 B X7.0 1 r-? I A•1 -L------1--I--+--t--,--1 w w w w w w . w w w w w w w w Z w? wow www www www Ewa ?,wZ ?,wW wwN ww7 www www www www 4 9 0, 55 - r-i q• 1 3• 1 _ - -- - -- - - -- -- 1 0 1 5 1 0 45 1 0 I J5 I JO 1J5 1 JO 1 5 1 0 5 5 5 0 5 5 1 1 P 0 2 .5 5 PROI. REFERENCE NO. SHEET NO. m N R- 2510 B X8.0 15 0 1, 5 U O 1 35 1 30 1 25 1 0 T 5 T O 1 05 1 00 9 5 9 0 8 5 8 0 5 7 0 5 6 0 5 5 5 0 A 5 5 0 2 5 2 1 1 rl r) 49 9 40 - f? ? a ? U. I in t) 0. 5 5 r?l 00 m J U .UL 45 4 9 49 1) N O N I 0. 55 - - - -- - - -- -- - - -- - a UL / 49 0. 55 N N N w w w w w a w Z 2 f 0 VIYW 9 BU N/97 .s Ww mw? 1 I 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 5 5 5 0 5 0 5 5 0 0 5 2 1 1 0 2.5 5 PROI. REFERENCE N0. SHEET N0. R-2510 B X86.0 i i 5 5 5 5 0 5 5 10 15 10 15 10 15 10 15 10 15 10 15 ICAL CLEARIN -- 3 0, 55 0 .0 5 7 5 a0 1 1 2 5 5 5 5 0 5 1 0 1 5 1 0 1 5 12 0 1 5 7 0 0 5 1 0 1 5 1 0 1 P 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. N R-2510 B X87.0 co 9 0 1 1 5 2 0 5 3 0 3 5 A O 5 5 0 5 5 6 0 6 5 7 0 5 6 0 5 9 0 5 10 0 10 5 T o T 5 111 1.0 U 5 13 0 1 35 M o 1 5 1 0 1 5 4 9 5 J I 0 04 1 ?jj 0 5 00 2 -{ 0. 0 4 1i 9 4 9 0 1 n-r Ln 1 00 - -- - - -- - - - -- SI TE 1 FI LL I E N C -) 4 9 5 1 55 3 13 90 ? w a w a, w 'o 2 28 f 0 0 ? . r NNz }Nc'" U1dW WWU1 *e* waw 1 1 2 5 3 0 5 A O A 5 6 0 5 5 :7 -7 0 5 5 10 0 10 5 11 0 Y 5 1 0 1 5 1 0 1 5 1, 0 14 5 i 0 1 5 U Z.S S PROD. REFERENCE NO. Shtti no. M R-2510 B X26.0 N 1 0 14 5 14 0 13 5 1 0 1 5 1 0 17 5 1 0 10 5 10 0 9 5 5 B O 7 5 5 0 5 5 0 A 5 5 0 2 5 2 1 1 SI E 3 F LL I W ET LA ND 0 1 4 0 6: 3 5 1 4 9 a, 0 6a 0 N N D A li N w w w w w w w w w w w w w w w w z w? wOw www www www 'S hw6 VIwZ Yw? VIwW d i d wwN 0?* www 1 0 1 5 1 0 13 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 11 5 5 5 0 5 0 5 5 1 1 0 0 1 1 P 0 2.5 5 PROI. REFERENCE NO. SHEET N0. N R-2510 8 X27.0 11 50 11 -5 1 0 1 5 1 0 11 15 12 0 T 5 T o 1 05 1 00 9 5 9 0 5 8 0 5 7 0 6 5 6 0 5 5 0 A 5 5 3 0 5 2 1 1 EL HA NI Lk: FI IN S FA E 4 9 4 9 0l b 0 19 Q 4 ) si E 3 2 0 5 00 N ' 4 15 FIL L N A ET LA OD I N 0 9 3 9 ti r N L E Q Z T L n w 1 0 1 5 1 0 1 5 1 0 14 5 14 0 1 5 1 0 1 5 10 0 9 D 8 0 7 5 5 0 5 5 0 5 4 0 5 0 5 1 1 v 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-2510 B X28.0 co 15 0 1 5 1, 0 1 5 I' D 12 5 12 0 T 5 11 0 1 05 10 0 5 9 0 E 5 8 0 5 0 5 6 0 5 0 5 0 5 2 1 1 IL I W T D C-) 9 r a 0 5 .0 5 3 15 4 9 FI LI W ETL AN D 4 9 25 0 5 I F 4 9 .1 co N l i K a w w f T a z tt w 1 0 1 5 1 0 1 5 1i 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 9 0 8 5 8 0 5 5 5 1 0 5 0 5 5 2 1 1 i -j tl 0 2.$ 5 PROD. REFERENCE N0. SHER NO. R-2510 B X29.0 10 1,5 10 15 10 15 10 15 10 15 10 85 80 75 5 60 5 5 0 0 0 5 1 1 O w w w w w w w w a w w z a? w°a www EwE ?aa Mr NYrW ANN H 63J lb /9N way -- I 1 0 1 5 1 0 115 I JO 1 5 1 0 1 5 1 0 1 5 1 0 5 5 5 0 5 0 5 1 1 R P 0 2 .5 5 PROL REFERENCE NO. SHEET NO. m N R-2510 B X120.0 co 1 1 2 5 0 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 SI TE 4 IL I T N D 061 1 f 3° 9a l - - - -- - - - -- - - -- - - - -- - - - 1 - 7 - 3 9 0 01 0° m Dill - - -- - - -- -- - -- -- - - -- -- - - - - - - a - 9T -- ?° _ -- - - -- w w Z ?u wow aww wy?w 5 5 F?na w rw¢ nww wum - - ??? 1 1 2 5 5 0 5 5 14 0 I J 5 1 0 1 5 14 0 1 5 1 0 I J 5 1 0 14 5 15 0 1 5 P 0 2 .5 5 PROD. REFERENCE NO. SHEET NO. N R- 2510 B X122.0 co 1 1 5 2 0 2 5 3 0 2 5 A O A5 5 0 5 5 6 0 6 5 7 0 5 E o E 5 9 0 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1, 15 1 0 1 5 1 9 2 ? 5, a I ? I 6e f ?a SI E 4 IL I T D - 3 0 DA 2 _ ,6 T w w w w Z = ?f P 4 1 NWN P / - / 17 d W(9 ??? ww 1 1 2 0 2 5 3 5 5 5 p 5 5 6 5 5 5 9 0 5 1 0 1 5 11 1 5 1 0 1 5 1 0 1 5 1 0 U 5 1 0 1 5 P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-25108 X431.0 W 9 0 6 5 6 0 7 5 7 0 4 5 6 0 1 5 1 0 4 5 4 0 3 5 3 0 2 5 2 0 1 1 1 1 5 2 0 5 3 0 3 5 4 0 4 5 1 0 1 1 5 6 0 5 A -i n SI E 4 3 0 F ILL I WE TL AN D IL I E N o. 70 a: l 9> ! A D A D f o° o - - -- - - -- - - - - -- - - - -- - - -- -- - - -- - - - -- - 0, 70 3 a 6 1 + " w Ta - w J -- co 3. 07 0. 7o v °? 6 1 Ln N 00 CV - - -- - - - - - -- - - - -- - C j w a a a a a w w a p 07 ?° 7? Lf- ;I ?o Z ? I 8 5 . 0 N(9Z YNQ V1MW N WVI (9N(A ??? 0 5 0 5 4 0 3 5 3 0 2 5 2 1 1 1 1 2 5 3 0 3 5 4 0 5 5 0 2.5 5 PROD. REFERENCE NO. SHEET NO. R-251 0B X432.0 5 5 5 2 1 1 1 1 2 5 5 5 1 JO 1 J5 0 5 ILL IN IWETUAND ---- - - -- - - _ _ 6e 1 2• I Lq Lf) ILL I D i + _ n 1 1 1 0 2.5 5 OJ R ERENCE NO. SHEET NO. R-25108 X433.0 D 5 0 A5 I AO W 30 25 2 1 ID S 1) S 1 15 20 25 30 5 5 10 55 40 5 5 1 45 002 °28 - ------------------------ N -- F L1 I E N I _ 0,06 I OD D6 FILLI I Q0 ----------- 6? 6I ----- TI 1f°o 0 1 1 1 15 35 5 5 0 5 0 5 0 5 0 0 2.5 5 PR01. REFERENCE NO. SHEFF NO. R-2510 8 X154.0 1 1 5 0 5 10 15 10 15 10 15 10 15 10 15 10 N -- - - - - -- - - - - -- - - - -- - - - -- - - ---- - - -- - - - -- D w w w a w w w w w w w z wu w°w www www www ?wE Fwa ?nwz rw¢ ?nww wwN ww? www www www www T--I--?--r-?--?--?-- fi--?--I--r--I--?--I--1---t--?--?--?--t--I--?-- f-?--?--?--I---}--I--?-T=N??---?--?-I???'1_-?--?_T-N--I--?--?--{--I--t--}--I--?- f--?--?--{--t--I--r-l?-1 0 N vo v 1 1 2 5 5 70 5 5 10 15 10 15 10 15 10 15 10 15 10 a PROJ. REFERENCE NO. SHEET NO. R-25108 X-1 1 1 60 65 0 G I -t-rt--1- I--t--4--1--1---4---'J- -r--r--iZ t--+--r--I--+--4- -4 --1--- -t---t--1--:? F-+-4--1--1 - a a a a a a a a a a a a a a a z a" a°a aaa aaa aaa ?aa Paz Tai UIaW a all aa7 aaa aaa aaa aaa Q 25 0 5 0 2 k i .5 5 d PROI. REFERENCE NO. SHEET NO. N , 0 x xl R -251 08 X-2 8 0 7 5 7 0 6 5 6 0 5 2 1 1 1 1 5 2 0 5 3 0 5 H D C LEA RI NG C ID 521 5--f 0 0 ,00 0. 25 .0 5 -- - - - -- - - - -- - - - - -- - - -- N L A IN L. J T / 2 52 54 7 5 .00 - A D I D Q. 25 .0 5 A D C RI ffi 2 .0 0. 25 .0 5 A H A N C E I G - -- - - -- w Z * P 5 00 www . W? I-HQ VIwZ rwtt vww wain - ww7 www www 5 5 4 5 2 5 2 0 1 1 1 1 P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-25100 X-3 co E o 7 5 7 0 6 5 6 0 5 5 5 0 A 5 A O 2 5 3 0 2 5 2 0 1 1 3 5 1 ) 1 1 5 2 0 25 0 5 A O A 5 5 0 5 6 0 4 5 7 0 0. 25 .0 25 N L A IN H AM ) CL EA R M - - - -- _ , 1 0 A 0 0, 25 .0 5 - - - -- - - -- -- - - -- - - - -- - - - 0. 25 - -A .0 5 H A ND LE R N p N Z Iq gN wYJ to Hw 0 7 5 5 0 5 5 5 3 0 ? 5 2 1 1 1 1 5 2 5 5 0 5 5 z Z Ui D I C REFERENCE NO. SHEET NO. -2510B X-6 4 w Z °f N pf w?f w? w?- w Nqf WNI N Af I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I+ I I I I T 1 r t-J--I--k4-J--J--L-I- I--I -L -4--I--I--?-4--1--k-+ -? 1 SHEET NO. X-7 16 1 1 -4- --t--r-r-t--a-- . a a a a a a a a a a a w a a z w? wa°e was was was ?a< rao awu aw' aae awe was aae -L--I- --4 --I"-+--+--I --I---r--r--I-- I'-t--F--I-- 4---+--4 --?-- -+' -'a--'--4 --?- --I'-'1--I--I---'L -'1--I-- L- 1 P 0 2 .5 5 PROD. REFERENCE NO. SHEET N0. N R-25108 X-8 co E D 7 5 7 0 5 6 0 5 5 5 0 A 5 A D 3 5 3 0 2 5 2 0 1 1 3 5 1 ) 1 1 5 2 0 5 3 0 3 5 A D 5 0 6 5 6 0 0a 5 H AN D C E RI G w w 7 r) 1) -L Z >puj O.W MNN W dl7 WWV ?w? 13 0 0 5 0 5 A D 3 D 2 0 1 1 1 1 2 5 A D A ? 0 5 Z ?? °? ??? ??? ?w? ??a ??Z >?? ??W NWN v e,7 w r»w awv, NHrHr W NM P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-2510 B X236.0 7 5 7 0 4 5 6 0 5 5 0 5 5 0 2 5 2 1 1 3 S 1 1 2 5 5 3 9 A D C LE ARI N G 47 H AN D LE R N W W W W W W - -- - - - -- - - - - W W W W W W? WSW Z 7 0 0 w ?Wf Wa ? vIW2 YW? VIWW WWN _ WW7 WWW WW?? WWW 5 6 5 5 3 5 3 0 5 1 1 1 1 2 5 6 7 5 P 0 2 .5 5 PROL REFERENCE NO. SHEET NO. N R-2510 B X237.0 m 5 7 0 6 5 6 0 5 0 A 5 A O 2 5 3 0 2 5 2 0 1 1 3 5 1 ) : i 1 1 5 2 0 5 3 0 5 5 0 5 6 0 5 7 0 1 0 V) H AN D LE R N C li k7 ? ±' ,'5in nA H AN D LE R N Z W www 5 5 0 5 1 0 1 1 3 S 1 1 2 ? 2 5 5 0 5 5 0 5 5 5 5 0 2 .5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X238.0 m 7 5 7 0 5 6 0 5 5 0 A 5 5 0 2 5 2 0 1 1 1 1 5 2 0 2 5 3 0 3 5 A 0 A 5 1 0 6 0 7 5 A D LE R N f H A ND C LE AR N Z w? ws? C - I ?wf NM7 8191d/ ??? 7 5 0 5 5 0 5 5 0 2 5 2 0 1 1 1 1 3 0 5 5 P 0 2.5 5 PROL REFERENCE NO. SHEET NO. N R-2510 8 X239.0 00 75 70 5 60 15 10 45 0 5 30 5 20 1 ID S 1 15 20 5 5 40 45 50 60 65 0 5 A D CLEARING T -? 0 0 AD In HAND L RN Z W?a 7 0 0 ?wa N ?BN 19 ?A7 15 ?5 N?BW aaN 60 70 aa? 5 5 0 0 210 1 1 1 1 5 5 w sa PROJ. REFERENCE NO. I SHEET NO. R-2510 B X240.0 I -4----L- ---4 --1---?---+----?--+--r--i--r--t-- N a Z wN, wp; r a • W W W W w W W w W • W W w W W W w z ,co WWW wwW wWW WWw SwF Fwa v?Wz rW¢ ?Ww w*Zl WWI WWW WWW WWW wWw P 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. N R-2510 B X268.0 W 10 15 10 15 10 15 10 15 10 15 10 95 0 5 10 25 1 1 SITE 7 45 49 I r) 0 w w w w w w w w w w w w w w w w Z w? wow www www www rwa Mr nww wwtn www wwa ??? 1 0 1 5 1 0 1 5 140 15 1,0 15 10 115 100 5 90 0 5 5 5 1 1 www 0 2 ,5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X269.0 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 9 5 9 0 a 5 6 0 7 5 7 0 5 6 0 1 5 1 0 A 5 0 2 5 2 0 1 1 4 9 4 5 W 4 8 5 °0 J U Q C? LC 1 65 1 60 i 0 06 0, 66 5 0 x2 4 w U Q -- -- - - -- - - - -- - - - -- - - -- -- - - -- - - - -- - - -- -- - - -- -- - - -- - - - -- - - -- -- - - -- - - - -- - - - -- 1)11 :? -t JU UL Si TE 7 W 4 8 5 .0 J Y 9 U Q Q O N r O ? 66 6a 6 a 5 50 8 8 IL I E N S w J w w w S U w w Q w z ?U ?Wq SwF 1-WQ }W2 w¢ VIIAW NNUI HM7 ?BK19 ?"? 1 0 , 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 9 5 9 8 0 5 0 5 0 5 0 3 5 3 0 2 5 2 0 1 1 ? a FROJ. REFERENCE NO. SHEET NO. R-2510 B X356.0 10 15 10 F 15 S 1! 155 10 15 10 k ? ---I - I -?----t'--F--I--?-?-?-?--I-l?-?----?-?--1--?-?-?--I--I--1---I--I--1--1-?--I--?-1- 1--?-L-1--I--?-1--1--I--J--?--1--?-?--+?-?--?--I---F-?--?-?-?--I--1--t-?U ?k 9 w w H N N N l4 N N M Z a? qNW NWW d g?(9 ?wI I-H¢ tnwZ >Yr2 ViNW WWN sr?7 NAw J U Q 10 15 10 L( 0 i 1 2 5 0 5 10 15 10 15 10 15 10 15 10 15 10 15 P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-2510 B X357.0 0 1 1 5 2 0 2 5 3 0 W A O A 5 5 0 5 5 4 0 6 5 7 0 7 5 0 8 5 9 0 9 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1, 15 1 0 1 5 1 0 1 5 IT 7 15 4 9 IL I E N S 4 9 W A AT ER 4 9 3 5 ois-il -- - - -- - -- -- - - -- - - - -- - N N N N N N z N0 NON NNN ?wf ?Na Mr YN? NNW NNN NNE NNN a"w« NNN 0 1 1 5 5 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 P 0 2 .5 5 PRO1. REFERENCE NO. SHEET NO. N R-2510 B X359,0 co 0 1 1 5 5 0 5 5 6 0 6 5 7 0 5 0 8 5 0 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1, 15 1 0 1 5 4 '? 1 SI E 7 e0 5 W AT N CD N ? N a1 N -- -- - - -- -- - - -- - - q q w q w w a a a a w a a w a z wU wpa qqq aaa aqa ?kE Fa¢ }W? VIaW qa -_ qq7 "ww qqq 0 1 1 5 5 5 0 5 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 1 5 1 0 1 5 P 0 2 .5 5 PROD. REFERENCE NO. SHEET N0. N R-2510 B X360.0 co 0 1 1 5 2 0 2 5 3 0 5 A O A 5 5 0 55 6 D 6 5 7 D 5 s o 5 9 0 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 4 9 4 9 - 9 s FF .0 5 FI LL IN S UR FA CE A ER 9 co v o m - - -- - - -- -- - - Z w? wow wwp 0 1 1 5 5 7 0 ? 5 0 5 5 10 0 14 5 11 0 11 5 11 0 14 5 1 0 1 5 1, 0 1 5 1 0 ] 5 r A A a A A w A ?, A A A A A A A z ?? A°°? AAI wAi ?w: ??< NAi }A[ VIAL AAC AA. AAI AAI AAI AAI P 0 2 .5 5 PROI. REFERENCE NO. SHEET NO. N R-2510 B X362.0 co 0 1 1 5 2 0 2 5 3 0 2 5 A 0 A 5 5 0 5 5 6 0 6 5 7 0 5 0 0 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1, 15 1 0 1 5 7 0 1 5 4 9 S e? 7; 1 c \j as - - -- - - -- -- - - -- - - - -- - - - - -- - - - - - -- - - - w Z »? w ?pw N?w SSE Sa r*Uj o*W awe ww 0 1 1 5 5 5 7 0 5 0 5 1 0 1 5 1 0 1 5 1 0 1 J 5 1 0 1 5 1 0 1 5 1 0 1 5 r r a ? a a a ce ce N w a a w N w h Z d? ?WW dNN ??? ??? ??I FNQ I/?MZ }qQ VINW NAN wN7 NANr ??? WaW H(4U v 0 2.5 5 PROD. REFERENCE NO. SHEET N R-2510 B X364 co 0 1 1 5 5 5 0 10 15 10 15 10 15 10 15 10 15 10 00 7 w w w w w w w w r ? w w w w w w z w? w°w www www ?aI Fwa NWz }wcr VIwW wwUl ww7 www aww www www Z J u ---- - - -- - - - -- - - - -- - - ---- - - -- - - - -- - - - -- - - ---- - - -- - - - -- - - ---- - - -- - - - - P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-2510 B X365.0 m 0 1 1 2 5 3 0 5 A D A S 5 0 5 5 6 0 6 5 7 0 5 0 5 9 0 9 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 IL I SU RF AC E 450 .0 b 4 9 W N Z O O O m Lf K ) 0; r\ I i N DO S 0, 0 3.1 w J - - - -- - - -- -- - - -- - -- -- - - -- - - Q L A I— - ---F ILL IN bUl (I- A CI : C D F SIT -- - _ f V A RE R , 49 0 ) 50 ,00 0 0 00 W 4 1 J O / - / Q \ / l0 ' 0 5 N N ? .0 3 r? w J ? S ? w --- - U w w N -- a w w - - w z N°w -- - Nww 0 f 0 0 Mg >Nz [L NNW wN? NwwNw Nww 0 1 1 2 5 5 5 5 0 5 0 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 0 2 .5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X366.0 0 1 i 5 9 0 9 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 ' F ILL IN S UR FA CE 5 1 5 0 0 - 0 L.Li z -- - - - -- - - - - _ Qo 3 e a 0 ) M r) N V" 0, 81 J, - - -- - - - - -- - J IT Q 5 1 0 0 x 15 QO Y l '? H V m 4 9 - io 1 4 ) Q 5 5 e 0 08 Oo 8 3 0 ,5 5 w z a w C? w - - - - - -- - - -- -- a a a w w z w°w www wwa waw ra¢ www aaw _ - 4Z wa 0 1 1 2 0 2 5 3 5 5 6 0 6 5 5 0 9 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 ,,; Q v w w Z ??E r »a t M¢ N Hw (BWN (B ?A7 WNN NNN /B HrIB b l9W 0 2.5 5 PRO1. REFERENCE NO. SHEET N0. M N R-2510 8 X368.0 0 1 1 5 2 0 5 3 0 3 5 A O 5 5 0 5 5 0 6 5 7 0 5 0 5 9 0 9 5 1 00 14 15 T O 1 5 1 20 1 25 1 0 1 35 1 0 1 5 1 0 1 5 4 c? /C In 4 15 z m -- - - -- - U CV Q CV 0 5 ,0 I f ?a A E w a z - a a as U - - - -- - - -- - - -- -- - - -- - - - -- - - - -- - - -- -- - - -- - - -- -- - - a w a ? z a' a°a ? aaa waw O 0 O oaf aaa naz rat u?aw aacn aaa aaa ?aa? aaa 0 1 1 2 3 D 5 4 0 A 5 6 0 5 5 0 9 5 1 0 1 5 1 0 , 5 1 0 1 5 I 1 0 1 5 1 0 1 5 1 0 1 5 P 0 2.5 5 PROD. REFERENCE NO. SHEET NO. N N R-25108 X458.0 A O a s 3 0 2 5 2 0 1 1 ) 5 1 ) S 1 1 5 2 0 2 5 3 0 5 5 5 0 5 6 0 6 5 7 0 5 E O E 5 9 0 9 5 1 0 1 5 1 0 1 5 4 2 qo Oa 65 0 rl N L 4 ) IL I -- -- - - - - - - - - - -- -- - - -- - - - -- - - -- - - -- -- - - c C) w Z w ? ?ww w"w" w n. 0 2 1 1 1 16 1 2 0 0 5 5 5 0 0 1 0 1 5 1 0 1 5 P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-25108 X459.0 00 A O 3 5 3 0 25 2 0 1 I D 5 11 5 1 1 5 2 0 2 5 3 0 35 4 0 4 5 5 0 5 0 5 7 0 5 8 0 5 0 9 5 1 00 1 5 1 0 1 15 M Q N 1 65 3a Q 0 4 9 0 06 0. 65 « « « « « « « « 3 / 3 Z 0 ««« ««« N«Z V«W ««N ««7 ««« *««« 5 2 0 1 1 i 1 2 5 5 0 5 6 0 d 5 5 0 R 1 5 1 0 1 5 P 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. N R-25108 X462.0 w 5 5 0 A 5 p 3 5 3 0 2 5 2 0 1 1 3 S 1 ) S 1 1 2 5 2 0 5 A O A 5 5 6 0 6 5 7 0 7 5 5 0 9 5 1 0 0 02 0, 25 0, 2 -- -- - - -- -- - 6. -- - -- -- - - -- SI TE 7 F ILL 1 14 JU IXFA 0 02 0 o l f 0o 0 0 0 S TE Z C\ cy- q; i 4 cr, w w w w w 1 f 0o 0 0 0 ?'Ld ?'f >w? ww. 5 3 5 5 1 1 1 1 5 2 0 5 0 3 5 5 0 5 6 0 7 0 5 0 0 5 1 0 P 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. N N Lt W ?J R-25108 X473.0 1 0 11, 15 1 0 1 5 1 0 1 5 1 0 9 5 9 0 5 8 0 7 5 7 0 6 5 6 0 5 50 A 5 5 0 5 2 0 1 1 3 i 1 1 ? 2 0 N -? I (V I T I _ Ln m - -- - - - -- - - -- - - 3r , 5 5 9.0 0 4 9 4 9 N co (I o 08 o° 8o 1? 5 A li (V w w w a _ - ? w w - -- -- - - -- co - - -- - - - - - - - - -- - - - -- - - a W / w a 3r ?- ? - ' Z .co ° N WWW 5 0 0 ° ?Wa ?WZ rw? ?WW WWN Ww? WWa ww« WWa 1 0 13 5 1 0 1 5 1 0 1 5 14 0 9 ? 9 0 8 5 8 0 7 5 7 5 0 5 3 5 0 5 2 1 1 1 1 10 P 0 2.5 5 PROJ. REFERENCE NO. SHEET NO- N R-251 OB X475.0 m 1 00 9 5 9 0 8 5 E D 7 5 7 0 6 5 6 0 5 5 5 0 4 5 4 0 3 5 3 0 5 2 2 0 i 1 3 5 1) 1 1 2 5 2 5 0 5 : E SIT E _ (V El - 0 00 0.0 04 4p l CO M --- - -- - - -- -- - - -- - - - - - - -- -- - - -- - - - -- - - - -- - - -- - S FI L IN R A E Q O" Qo w z - ' T 0 0 ?wE . Fwa v?wz aw¢ N(9W NYN NWJ ?? 1 0 5 8 0 7 5 7 0 5 6 0 5 + 1 2 5 1 1 1 1 1 5 3 0 5 4 5 0 REFERENCE NO. SHEET NO. -25108 X476.0 1 - -- - T - r--1----1---rt--1--r-t--t--i--f--+--4--I--1-1--4---4- -7-7--r--1---t--I--r-+--4 --I--4- -4--I--L--A - -- L ---I--I--?----L --1--1---4---4 --I--a--+--4--?--a--4--A--?--- SITE w w Z Z = N Q z g P 0 2 .5 5 PROD. REFERENCE NO. SHEET N0. N R-25108 X477.0 co E o 5 7 0 4 5 6 0 5 5 0 A S A O 3 5 3 0 2 5 2 1 I D 5 1 ) 1 1 5 A S 1 5 6 0 7 0 0 07 0, 75 Ln 3° cv - - -- - - -- -- - - - - - - -- - - - 00 - - l f 0. 0 SIT E IL I W ETL AN DS I F M 0-) ai 00 9 . 0 03 0 05 0° 55 3 °1 q. w p p -- - - - -- - - - -- - - -- -- - - -- - - - - - - - - - - -- -- - Z 0 wE >w? pAJ NWN ww? ??? s o 4 S ? o 5 5 5 0 A S 5 3 0 2 5 2 1 1 ) i 1 1 5 0 m 0 2 .5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X290.0 1 0 1, 5 1, 0 1 5 1 0 1, 15 1 0 1 5 1 0 1 5 1 0 5 7 0 5 6 0 5 1 1 ME --- 9r co f19 F ILL I N . D.C 5 00 0 N N 6a .1 w N w - - - -- -- - - - - -- -- - - -- -- w z Z *w* wf :Z Mr NWW Yr AUI 5l + 0, 0 6.wJ hAN "w« ??? 15 0 1 5 1, 0 1 5 1 0 1J 5 1 0 1 5 1 0 l J 5 10 0 8 5 5 5 0 5 0 5 3 5 5 1 1 P 0 2 .5 5 PROJ. REFERENCE NO. SHEET NO. N R-2510 B X297.0 W 1 50 1, 5 1, 0 1 35 1 0 1 5 1 20 1 5 1 0 14 15 1 00 9 5 9 0 E 5 8 0 5 7 0 4 5 0 5 5 0 A 5 5 0 2 5 0 1 1 S TE 1 LL I C\l 0 5 C \j ga I - - - - -- - - -- -- - - -- - - - -- - - - -- - - -- -- - - -- - - - -- - - -- - - -- -- - - -- - - - -- -- -- - - -- - - - -- 2 f 0 0 Ln 0 3 I N a: - - - -- - - -- -- - - -- - - - -- - - - -- - - -- -- - - -- - - - -- - - -- - - -- -- - - -- - - - -- - - -- -- - - -- -- - - -- - - - -- - - -- -- 3 9 Qo 6° 6 w -- - - -- -- - ? I - - -- N N N Z N? w « NNN ?wf ?Na ?,NZ NNW NNUI E' T NN7 NNN ??w NNN 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 9 5 5 5 5 5 1 1 t? ll$q ° a 0 2.5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X298.0 00 1 0 1 5 1 0 1, 15 1 0 1 5 1 0 1 5 1 0 1 5 1 0 5 9 0 6 5 e 0 7 5 6 5 0 5 0 5 5 3 0 5 1 1 Q ? .0 5 Sal CJ 1 M OO IITE I: 1 r, r% 5 M cl i 1 5 C \l 0 5 2 155 f 0 kA r-r CL EA RI NG .0 5 .4. I I cl i O w w Z w 0 NMW NYNl WNW MNN w?« **0 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 10 0 5 0 E 5 8 ? 5 7 0 5 0 1 5 5 4 0 2 5 3 0 5 2 1 1