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HomeMy WebLinkAbout20050785 All Versions_Site Plan_20061002 (3)i ' SITE a tea SEpE?ry I NySET ? BELOW JJ B2 JBB \ o \ ? t 308 \ \ ? J3 \ J3 \ \ Joe J BEAUFORT COUNTY i yy v r ,,, i„ - Y 7 F q o ? - PROf _ '_ VICINITY MAP NTs N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WETLAND AND STREAM BEAUFORT COUNTY PROJECT. (R- IMPACTS US 17 FRO M SOUTH OF )SR 1149 (PRICE RD) AND US 17 TO NORTH OF SR 1509 (SPRINGS RD) SHEET I OF 1-05 10/2/06 . ,q PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO. NAMES ADDRESSES 3 John E. Taylor P.O. Box 215 Chocowinty, NC 27817 4 Alice Ann W. Hurst P.O. Box 30571 Greenville, NC 27833 12 ]Eerily Bandy, of al 201 Isabella Ave Washington, NC 27889 13 S. Ann McRoy 300 E. Arlington Blvd Washington, NC 25858 14 Elizabeth Sloan 200 Iron Creels Dr Washington, NC 25889 28 Rick ®. Stevens 701 Short Dr Washington, NC 25889 35 John F. Hitt 307 Taylor Place Chocowinity, NC 25815 38 Robin R. Moore 6623 River Rd Washington, NC 25889 39 wary R. ]Ern, et al 12 Stage Place Lincroft, NJ 07758 41 Waccaway Farms, ILILC P.O. Box 37 Tabor City, NC 28463 43 Hanie E. Cole, Jr. P.O. ]boa 238 Chocowinity, NC 27815 44 ]Elizabeth M. Nixon 518 Red Bird Circle Revocable Trnst Virginia Beach, VA 23451 47 Joseph B. Patrick, Heirs 518 Iced Bird Circle Virginia Beach, VA 23451 50 ]bonnie E. Singleton, Jr., et al 920 W. Third St Washington, NC 27889 54 bonnie E. Singleton, Jr., et al 920 W. Third St Washington, NC 27889 PROPERTY OWNERS NAMES AND ADDRESSES y PARCEL NO. 55 56 57 59 60 79 8® 87 9® 92 11® 114 118 NAMES ADDRESSES Brenda L. Coward Pattie M. Dixon City of Washington Stephen A. Rehm, of al J. Dan Rhe., Jr. Carole G. Hill and Cathryn G. Woolard 06is A. Godfrey Beaufort County Committee of 1®®, ]LTD Harold Rayford Lilley, et al State ]Employees Credit Union Marcella A. Nelson Mallory and Catherine Steehler Karen Nenstiel Lee c // o McKee ]Lee fG44 Sand Hole Rd Chocowinity, NC 27817 801 Raleigh Rd Wilson, NC 27895 1®2 ]E.2nd Si Washington, NC 27889 2112 Chelsa Dr Wilson, NC 27895 24®1 Ridge Rd Raleigh, NC 27612 8®1 River Rd Washington, NC 27889 81® River Rd Washington, NC 27889 7®5 Page Rd Washington, NC 27889 214 Whispering Pines Rd Washington, NC 27889 P.O.Box 276665 Raleigh, NC 27611 1814 Carloina Ave Washington, NC 27889 1715 John Small Ave Washington, NC 27889 2127 Sherwood ]Forest Ct Fort Collins, CO 80524 E C L m .? i zoo U) C U Q H C CO i U n co d a .... x L E I- a W U - a ? ? y c ?c?? o m y v co I- .. _ M co •N Co 0- M ? `- N co M 3: W U N W U Q V ? d E 16 U O O } ) U E V O O a C U ?j f0 V N O CO O f- O N Lo O co M N E U) O 0 0 O O O = m ? a) e W W c ) co L U) ? w m W S S a p c ? 6 76 ? o v 7 o Mm• Q O O Q co Z = U O 0 0 0 0 0 0 0 N ~ U ? '? Q Q o -o 0 IL 0- c C U c LO LO Z U v O W W O Q LL w w U) co a c O O ? Q a J J ti C O C C C O • O ' O I - W O I - W N C6 _ (4 U E O d O L ? N LO O Z O O O Z M ) LE LC a> U m U m U C U L 0- U LU 0- U a. c 2 w 50 CD ? W o U w Q ? (n 5 COO O Q r? X X M N m ? ? X O = N z f Z rn W W N M co a = J co H N N C Q J W J J J + J ? J J O O . M H O N J O J O co _ 2 O + M U) + + O + Lo N + ti + O N M ` ' N - N O M + O + N O - N M , a• N co +W N z N M I try cc ti co 0 0 J O I- N z 0 Vl C See Suet t-A For Index of SlL-ets vJ N V 0 ( ENO PROJECT BEGIN PROJEC n ? r- p 1 \ r ', 4y(r . . STATE OF NORTH CAROLINA WAW enasmmmcrxolxxl sM .C. R-251?? 1 DIVISION OF HIGHWAYS RA1fM"M 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 GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING GUARDRAIL, STRUCTURES, CULVERTS PRELIMINARY PLANS W For USE PAN COMMUcnox OCTOBER 2, 2006 ??er?tir 1?1z,a?s??5c. 5 ar-10 METHOD OF CLEARING: III J GRAPHIC SCALES 50 25 50 100 DESIGN DATA PROJECT LENGTH Prepored in 11,e Office of. rr FLATIRON/UNITED ' "'°?arr YrAnaHa EarthTech HYDRAULICS S11'GVVEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLM NOR YC ADT 2005 = 10,200 AT)eolnhmapNmlUd.Company 3 0 PLANS ADT 2030 = 19,600 LENGTH ROADWAY TIP PROJECT R-25108 = 3.898 MILES 2W SrANMM SPECHICAUONS PJL e 12% 942 MILES LENGTH STRUCTURES TIP PROJECT R-25108 = 2 50 25 0 50 100 DHV = D 60% . 840 MILES TOTAL LENGTH TIP PROJECT R-25108 = 6 alum sznAwPz ROADWAY DESIGN = . PaofRCr ?cRORR Elt'GD?ER N are W 4 PROFILE (HORIZONTAL) 10 5 0 10 20 T = 8% (TTST 6% & DUAL 2%) RavRV HA Pg , 011111110- V = 70 mph PROJEff DFSIDN RNGRMW PA P8 W W yj PROFILE (VERTICAL) SHANATURM STAPR ffiGHWAY DESIGN aNGMM N P 0 5 1 0 PRO1. REFERENCE NO. SHEET N0. N R-2510 B X-HYD W OCTOBER 2, 2006 • peep, IT bKhW1?SG -7 or-to 57- T B D 12.05 A OS 24 10 T B E D a. i f-t o I 2 24 .4 I V 21 . 0 7 5 7 0 6 5 6 D 1 0 4 D 3 5 3 0 2 5 2 D 1 5 1 3 1 ) 1 3 1 2 0 2 5 3 0 a s 1 0 6 0 6 5 7 5 a a a N N N a .a a a a N a N N a Z A? N0N NNN W? ?aY I-aQ V NZ YIA6 VIa111 NWI NN7 NNN NNN NaN MNM OE OTE F IL IN or PROJECT REFERENCE NO. SHEET NO. OE OTE FILL I v FLATIRON/UNITED R 25IOIBEErNo. 430 A JonwrVENTVEm ROADWAY DESIGN HYDRwuCS ll- A-1 ENGINEER ENGINEEt I I I DR AGE ST UCT E 0.2_ ESIG F OU NCY = 0 _ YR 1 ESI E VATI N = E9,3 LET Y -M -f Y-A N - F 10 G SCH = _G r-drui faun PRELIMINARY PLANS ATyaDIntematlanal Ltd.C 0o NOT UM ampa ry Pa L OCTOBER 2, 20016 ,P ?a?wlp?$cFtc ? t?1 - ,%" 50 L- L- OT OT ta. 2 ta. 2 4+2 +8 4 20 -251 V-25 A L '06 = PI E = 2. = 15+0( 9.67' 00 P ROPO SED RAD -Y p S7 4.16+ 96.25 1 0 LEV = 3 , .47 --n K =-3 Lxf 0 V = 00 K D =2 = 0 - - - 30 20 EXl IN GR ND a 6 RC o W U 0 W 4 44 O W 10 a W m oW w °W 10 m + W ? 0 Q 0 N 221 222 223 224 225 226 227 228 229 230 231 232 233 D N E S TRUC TURE N0. DE GN REO ENC 5 S DE IGN W EVA ION Z 4 _ T I00 YE RW E ATIO _ T OV TO PING D/S 67 ___ FS DR NAG STR UCTU RE 0.17 ESI N FR EQU ENCY NCY = 50 Y ESI N E AT ON = 35 5 _ 00 AR RW LEV -RE 9 TION ?999 , E OP ING - !SC G -C F-J S 50 50 lSTI G G ROUN D 40 40 7TM UOU2. 30 30 - _ 7 P S D Gf 8M W o \ t<1 U W Nl Q, 20 4 RC 2 J o?u ? to ?? P ?"? W o 0 'S 20 2 AAM n] W 1- m? +W 10 10 s?d?II II 233 234 235 236 237 238 239 240 241 242 243 244 245 246 ?eRDIVCRDN INCOMPLE E PLANS DD NDY II/R PD0. /R ACRDQa70N eaaECr +? No. sNEEr No. W CULVERT 250+60 AREA= 144.3 ACRES HYDROLOGIC CONTOUR= 3 7 ROADWAY DESIGN ENGINEER HYDRAWC'S ENGINM . SHAPE PARAMETER (WA)= 0 38 tm -m . CORRECTION FACTOR= 1 0 p L= 0.5 INCOMPLE TE PLANS . = W NCI' D86 N7R /A AC4DIY110N LENGTH= 188ft INV IN= 18ft PRELIMINA RY PLANS . INV. OUT= 16ft Q50(Chart) = 65cfs Q50(Regression rural= 155cfs E XIST . G OU D Q50(Regression urban= 399cfs Q100(Chart) = 79cfs t? IST GR U D 1 -7 T L XIST F IM? N 30 EN ERL NE Q100(Regression_rural)= 201cfs Q100(Re ression urban)= 470cfs C NT Rll E CTOBER 2, 2006 /O F ? n g _ 50YR TW= 15.4ft 100 ' E I2m iT I '?. Avsi 1S? o YR TW= 1 6.2 ft T P OP OP 0FL4 SE LT 20 - W m EL 3m .2 ED .40 W EL 3.4 ---- --- .. .. 51 10 OA W Y L= 14 ,60' CU LVE RT LO E = 1.5 086 % P O E AI DIT CH N N N N Z IN VIN >-N VIfB NN NN NNN NN NN NNN NS M 7/7/ 1 s F P NDI ER Cll r FLATIRON/UNITED A JOINTVENiVRE MOJEa EEHREJCE NO. SHEET NO. R-25IDB?NO. 44.0 ROADWAY DESIGN HYDMLICS OE 0TE WE FIL `A" L IN EarthTech Tyco lntematiNml III. Company ENGINEER DO ENGINEER OCTOBER 2, 2006 Er2m t? ? a c ? ? l o? I.0 SI 3 L- or a + a2 = - 1 ' LT 0 P4 v 2- = 7496 a5 ?G? 50 OP SED GRAD E 40 (+ .3oo % r 2 , 4 30 E 30 EXIS ING R D -? 20 20 10 10 0 p "za N 246 247 248 249 250 251 252 253 254 255 256 257 258 259 K 60 60 50 PnT EL 42 5' EX STIN GR OUND -Yf 47' T. P o 40 K= 413 40 30 - -_ _ _ -_ - - - -- ?? ` EL Vr = 18 = 41 95' ;0' 30 K 196 ?. ar 20 \ 20 I F- - - - - - I (-)2 ( 00 of V, SE F 57 M VY u 10 zz W1<.? 259 260 261 262 263 264 265 266 267 268 269 270 271 272 RELIMIN P a0 NOT UM FO RY t NN PLANS SIRVCIION INCOMPLE E PLANS W NOT UM MR /A ACOPtlm10N N 0 N I ' .\ ` '1+40.02 tCKOYSTEb :ET.UX. 0 C ?--/ 1 Bs I, ' PROJECT REFERENCE NO. SHEEF NO. tai l? R-2510B 7.5 FLATIRON/UNITED RW SHEET NO. . / AJOINTVENWRE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER (X5TSto +32.83 ? EarthTech ELL 5• ATyco IntemationalUd.Compalry 73 ' \ Y / N B? s 0 ry1e /?? C Y r?v1Gg??da 4 SPECIAL LATH' RASE I ITCH P J , Q ? r STA 6+00 0 STA 1 +40 YIOLIi RT 0i / SEE DEr?L t7 - R S REE 4 a6.. , ssaJ sod, dC F 'OCTOBER 2, 2006. 9a ? c& G ?sx? DENOTES I IN7 pE(Lmrr-bQAvs.ir&G 139 & 9je ( WETLID I Z, of l05 N 438 ; 2'-6 1 1 ( CURB & ` GUTTER i r 1 4 47 P•?• l? SPECIAL UT 3' V BASE F"VRIPRAP -. ,17+33 TO f SEED YL #6 RT ff DEw ,Re I 11 U J r YIO- 8600 X HC 33 w 2 oo 108'?`? 4c0 \ o 8 ? 1400 ea0o -L_ a 16000 6500 500 a 100 1900 500 , 4000 TRAFFIC DIAGYM ADT 1005 9700 AOT 2030/ 16900 '.; WITH RO PFSI O ZGI' O O I N \- z 2G1 39 FS J Crr T ` M IN QWy`?. 1 1 oiiA l / t m1L.- T DENO ILL I?PAL M.IRAXOwsK1 ag o\ /UR E` WATER DB 982 - Pc z T 38 t` nor ' N -726 xo DENOT i 7 1 / • * « MECHANIZED q' RING EST 7? SY F.f. j `13• i \)\ EST "O j /'2'-6 CURB /--L- POC STA275+62 & GUTTER / /Co \ C \ -YIO- L00 - B CS ST / 39 --__-_-rr ?47'LT. A . scsta.1+60.00 r J4D,A 6 ? END 8Rl D / CB 3G1 -710- PO 50' TY 9 Std.271+91.7,8 ° P' s• ----- ------------ -------- - J ? N N ry rqg°, I - - ES/. 48" 48' 1A8' i FS n - t r~ ? ? PT [.j.Y o. r&ENS .130 PC 359 FS O ?, 45i 1 HERMAN S.DAUGHTRY G BB 986 - PG 918 ` 4bo. C 1t C DB 974 - PC 839 - s \\\\ 3' 3U'pg0 ?` = 5 19 (LT19s - 3 $0 000 `I ?` t \ - \ li YTr,-, \ its 350BQ' 1 D 2 OU 000 Ls = "u-4ju J X77 i18 \ • % ` Y?O? tF , F L 2505' LT 233g a `l e ?° o ...' . 4 \ EST eti ?s\ STS t fl? l Pr ly 286 0$6 = 116.71 , o ?`. 13 V s 7 1 M84 a p Ae i s %@ POTfM/AL SITE FO 1 \ 5. ANN N ET,AL. \ i , rr ?1 Se ` 19.07 r WASTE OR BORROW.. 9 oe. 1300 F Pc 8 ?da. 8+30:0 Ro 350 \\\\ 1, ` , o0 . a 4? _J \\ I I 1 48 ' * ° , \y i9 1. } Ds 70r"MPH L \ 2 \ ti3 LQ-? / \ -Y1DRC- 1 ?is.aa 7s.?& ??? ` ? .. _? \`""-:,C?? ?,, ,.., ter! f\ c ? .. .. •• '? V0,r5+07.88' J' ?'IslSt T+ • \ \ _?? i / / /' % \ i :6' 130' '23'15O'(R 1 s ` 6;15 l s9o36P3'R ? I T \ I 37.90' '7 7 •BAp.__ rs \ ??\ T ; / / / p / r = r 3u/J0.0" % 4s l 15 70 L ext Fm C D „ / r / ? Fa Fs 255. 13 " i ` 7as -tea 1 r i t;rJ / o 788' ST' 165 :p I a'3' PRAP • psy 8 Tom y ti 2291.83' L6,d ANN ROY. E L.? IY{0R1 `? "? 1 + 2g„ y. c L fi Md/H DS.13o PG.6? 394srs \ Rs: ' gs.op'& ?? ( Q /sm° - a n t 0 Pls st0 11+8395+51.y 0 Ls - 200.D = r3aD ?u_ % ° Ir4P? LT = 133.41 L 20L34' = ?'' ST = 66.78 T - 4 R ' o z?? - _sea z ° e - 76394008 11 t - ti ?l p, A/ 200.00 `'???\` ;r \ e & a?'g1vFAr 50'MP#f \\- a9.ao' ESr' rK --''?? `-"_?? l l?//; r;' ??I- '%/ ?/ 7\NIS. •N?\ ?i ss.?.\ i fI ?'I i\ ? ? I ` ?? ? =,,, '. \? ? ?? \'t??? •... -.,---"? `?. \..\?`L \70.5000 I PREL[MIN RY PLANS 00 woT ueR VO L awFtxvcnoN INCOMPLE E PLANS W NOT USE FOR /? ACOOOYTWN P P PROIER @FERFNCE N0. SHEEI N0. N R-25108 ? ROADWAY DESIGN ENGINEER NYDRAUDa ENGINEER 10 37 6 -R MP B 1N 0 2. 5'° G AD acTOBER 2, :zoos CULVERT HYDRAULIC DATA H E .1 .6 T: • E • 1 .7 EPA ?? D2'?w? STA. 10+37.66 -RAMP B- D SIG 1 0 R. 13 of F05 DRAINAGE AREA ........................300 Acres ? OZ ? • c: T 1 4 DESIGN DISCHARGE .................600 CFS . • . DESIGN FREQUENCY ................50 YR ? DESIGN HIGH WATER ELEV.....15.6 FT ? AT RA BASE DISCHARGE ......................700 CFS ti° BASE HIGH WATER ELEV..........16.1 FT _ - & ? OVERTOPPING FREQUENCY.....200 YR + OVERTOPPING DISCHARGE......1050 CFS OVERTOPPING ELEV ..................20.4 FT -- - - - ' ' (3- 6) U ER 2 9+ 4 L- i J O E: T ER A E R C UR S N ? _ ? , C0 A VE S LY AF E TE Y E IG CULVERT HYDRAULIC DATA D IG 1 0 R. ? ? . , STA. 269+74.04 -L- DRAINAGE AREA ........................350 Acres H L.1 .7 w 31 5' w DESIGN DISCHARGE .................650 CFS DESIGN FREQUENCY ................50 YR w DESIGN HIGH WATER ELEV.....13.7 FT BASE DISCHARGE ......................750 CFS _ - 6°°? ?, ? °• • 6q r?, 100 YR BASE HIGH WATER ELEV..........14.3 FT _ ° ° OVERTOPPING FREQUENCY.....500 YR + , OVERTOPPING DISCHARGE......1400 CFS OVERTOPPING ELEV ..................19.8 FT GR U D - - - - 8' X 8' R B J w q - _ - _ _ - - --- - -- -- _ - - - 0 R w - - - L.1 .4 (3- 6) BE Z «o «? ?q «? ?» ?» »« ?« INCOMPLE E PLANS W NOT OB8 POR /11 AWOID1770N PRELIMIN W N07 Oi RY OON PLANS RI'0.OC170N // r FL,ATIRONIUNITED AJOINTVENNTURE PROJECT REHMENCE NO. SHEEP NO. R 2Aw SSHHEET NO. 44.D ROADWAY DESIGN HYDRAUUCS EarthTech ATyco ?ntema0anal Ltd. Company ENGINEER ENGINE! OCTOBER 2, 2006 9cv- tvT ?QAt.i c. i? F 0 L- r Ta s+ a2 = 'LT 0 E v _ = .35' OP ED GR E 4 (+ .3 7 ( 2, 4 `? EX! 1NG R D -? ' 20 \? ?? 20 10 10 0 0 p 0 246 247 248 249 250 251 252 253 254 255 256 257 258 259 DE OTE WE FI LAN L IN DE SU OTE FAC FIL WA IN ER SIT 4 EL 42. 5' EX ST1N GR UND - ! 47' . + 0 K = 413 B FF RZ N I OF ER 0 E UFF R ON 2 - -- - -- `? EL = f8 5' o ?? K 196 / £WW i ti 259 260 261 262 263 264 265 266 267 268 269 270 271 272 PREL[MIN ? RY PLANS ao eror uaR ?ernucnmv INCOMPLE E PLANS DO rem uea POR /1f AWDm11FnN FLATIRON/UNITED AJOENr VVMn ME Mona REFERENCE NO, SHEEE NO. R-2R?%EEENO. 57D ROADWAY DESIGN HYDRAUUCA ENGINEER ENGINEER - - EarthTech ATyco IRSeRHuoERIUd.fA Orly RRELIMIN Do war vee eernvc?mN INCOMPLE TE PLANS '60 OCTOBER 2, 2006 60 -LT - OT A5 + AO = E?/hET ?va%Kce 15oF (O S 35' T. 50 Pl = 568 882 - IE- POT -- Sto. 575+ 2.0 R- 5108 = 40 LL VC k' JU., 75' A T E V = tO PR PO D GR ADE1 E -ft D GR /,V T stl ADE E IFRI, = -V %Y 28J 40 30 (+ 303 % ( .94 87 :30 20 X-XIS-j ING ROU z 0 569 570 571 572 573 574 575 576 577 5 78 579 sN W C 17 WE LAN OE OTE FI L IN 60 - I -L- - POT Sta. 58 ° 7 = SIT 4 C LV RT EL J6 26' D S!G DIS HAR 50 D SIG Hw ELE 50 E V = = 6.29 1= L = +60 34 ' B B E E RE EN LEV 40 K D = 3 = 5 o /(: ° _ TOT 59 BU FER Z0 E 01 ERT ERT PP/ PPt G DI G Ff 40 (- % ( 1156 6% P 0M RAD ERT PP/ G E - - - - - - ?- (-12 927' I = +8 00 30 C= = 6 41 ( J2J ??,/ , 10 10 EX STMU G D gg99 A . $ 0 1 2 3 4 5 6 7 8 9 10 11 12 RY PLANS 0o xor UM MR /x ACQUISITION / FLATIRON/UNITED AJo1NT VENwRE PROJECT IMME ECE NO. SHEET NO. R-25108 58D RAY SHEEENO. ROADWAY DESIGN HYDMUCS N EarthTech A TyCe IeIemdomel Ud. Compem E GINEER PRELIMINA ea o? Fa m ENGINEE RY PLANS t rnNe+xucrnxv 60 ? RA L/C Ar 60 6 Q OCTOBER 2, 2006 60 E = _ 600 - CF_ Y10- Yl0- R PO B Sta. POT 35 Sta. 539 9+36 L84 - }? 17 ?WIISC. I(o o?(o5 - 50 ATI = - 1 50 5 BE N G ADE ION I = /00 I JO YR? F7 E I - D G 0- ADE AMP B T to. 18 97 -L- EL POT 25. Sta. 5' 65 40 CH EQU E NCY = = I 0 WO Sf YR - 40 4 0 1 40 A ON = 0. FT ( F)0.9 13% -12 6 30 - 30 3 0 ` 30 P1= F1 17+ J.U .00 2L 20 K= - 0cl 202 20 2 0 20 XIS ING R D 10 10 1 f0 -YI RC- PL ,SE S ET 79,8 0 0 "zo 13 14 15 16 17 18 19 0 1 2 3 4 N C 0 TZ f Z/ W TL ND _ 1 R _ F- l f0 -YI RC- P , SE SR ET .0.8 S RF CE WA ER - YIO- PO Sta. 23+ a. 590 - 60 El Q GR ADE -- 60 SIT E 4 W EL o I 4 = 98' 50 B 71 UFFE INF R . I BU ER 40 B 7 FF DM R L= C = .2 6 5a 1 j E 1STl G G OUN r W?E pa4 ±r .9,v-- 4 5 6 7 8 9 10 11 12 13 14 15 16 INCOMPLE E PLANS DD NOl' UB6 PM /11 ACGORO70N 2e ELIZABETH P. SLOAN - - OB 772 - PO 430 PC 8 - SLIDE 229 --`------- _. 5674-17.2823 Tract R / P N DB \ E 7772 - PC 430;J \ 772 -.\ L 0 TOD3 0+70 k LT 5674-(7--2823 229: \ S E p r,• Tract 20 PROJECT REFERENCE NO. SHEET NO. DENOTE F IN fl /1.0 ® ILL S WETLAND , i FLATIRON/UNITED s11EEENO. Bw SHEET AJ01I4TVENTURE ROADWAY DESIGN HYDRALBCS * * **** *` * DENOTES MECHANIZED CLEARING thT h E ENGINEER ENGINEER ?._ ar ec PRELIMINA RY PLANS ATxol*bmROonalUd.COmp30Y 00 NC'1' ORB aRNnaucNa+ INCOMPLE E PLANS ENGLISH DO NOT 0R6 FOR /A Aaalslnox _ 'I OCTOBER 2, 2006 uC--105 \ __ ' ? SITE 5 `35 ' \ \ JOHN \ F .HITT, at vx \ ?l \ \ 0 • DD 1036';- PG 338 577 ?/ / \ 5664-8876863 1 4- TI0 8 125 00, ?\ \1L- ??110<& 725.110, :I ii \ SPECIAL 2 RASE CUT DITCH ` STA 321+00 TOi SU 323+50 -L- Lt. SEE DETA2 ?14' V E O 48' WW 1fEN L' . v ..> FENCE R -c 48 C 0 C? --- --- C 7 r C C.. B WA41 F C _ C• C C C FS V v c °-t W 2GI-8 TI v • v `v CONC la: 4mm 0 .,_+25.08 N \ ? 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SLOAN ?2 G 430 \\? /, \, \ \ \^4 `?....? ,.____---- ";'y/ 1-•., ml =`26 - 5212E-2a4 1`_ -J.._--" ....._ „_?- - ,.-...... 5 ..__. _._.a_-_.. 5674 14-IT-2823 ...?? 1 \ e l -c. , ; ?\ Tract 21 ` -FOR -L- PROFILE. SEE SHEET 46.0 31$?? ? WWWZ ? ` . FLATIRON/UNITED AJOINTVEN7URE PROEEa REM304 E NO. SHM N0, R-2RW SHEET NO 96A ROADWAY DESIGN NYDRAUDCS ENGINEER ENGINEER EarthTech Aryce lntemetlonel lUd. Company PRELIMINA W NOY OeB VG RY PLANS L C014e'IAUC7lON INCOMPL OCTOBER 2, 2006 -c- ST a l+ 5 = Epyvs, t r I? e',w I ?y 6 I o? I6 50 ?R 0 l p P O op ED RAO 0 30 - - - - 0 20 - - - -- 20 t 'XIST NO DU 0 10 0 0 "zo 298 299 300 301 302 303 304 305 306 307 308 309 310 311 N OE OTE WE F[ LAN L IN So SIT 5 60 50 50 P =3 2+2 A0 P .Q G MQ? V K = =3 50 30 :30 20 20 EXI ING GRO ND 10 lo II IIW ! YYYY I$s 311 312 313 314 315 316 317 318 319 320 321 322 323 324 E E PLANS DO NOT UM NOR /11 ACOQml7'ION V 3t It 50 CD r 1 h W ? LU W O Q O Q (10 Lij J V Y Q y- ?L DENOTES F36ND CLEARING i , HAND CLEARING /REOERS TO i L MACHINE CLEARING WITH i GRUBBINGxAT PIER- ON Y. SEE DETAIL ON SHEET 1+ ` sAl- ~ ?7- BONNIE E.SIZLETON JR\. & !. MARSHALL T'. SINGLETON ` DD 917 PC-950 MB T-PG 91 r ? r- Y n i .y -)L 57 -X CITY OF WASHINGTON DB 1060 - PG 575 l -)Li ?L .K %v FLATIRON/UNITED A JOINT VENTURE i EarthTech N ATyce lRtemeNeeal Ud. Company ENGLISH _x z PROJECT REFERENCE NO. SHEET NO. R-25108 17.0 RAW SHEET NO. IOADWAY DESIGN ENGINEE0. HYDRAUUCS ENGINEER PRELIMIN 4 RY PLANS W NOT UA6 WNSf INCOMPLE E PLANS DO NOT U98 POR /W ACQUISITION 1 OCTOBER 2, 20061.4- P n• rr \ R:Aw 1 QCs 1 / co / ., .... ? .. W C Z W LU - O ' O O O , 100.00 /nL .... -. j } ? } ! 'gqOPYNIE`E?,SINGLETON JR, & i H SN N M T I \ \\ ; ARS ALL T. GLE O , \ \ 1 / 08 SIT, - PG 958 ..... __-..- \ FOR -T--PROFIILE. :_ . Ir E SHEET 49D i 0 i WWit it IM Wig L. / ._. y- 2L O W W z V) W W O O O O O Q W J Z Q) Q i /? PROJECT REFERENCE NO. SHEET NO. 18.0 FLAT R-2510B IRON/UNITED RW SHEET NO. A JOINT VENTURE ROADWAY DESIGN HYDRAIJUCS ENGINEER -)r- x- ENGINEER 2, 2006 INCOMPLE ENGCI,51?- DO Nar USE FOR /t AWOJAiWN ,aw; a6 OCTOBER 0 zSoF Ib5' 3Y PLANS 01xRPRUCIYaN 'E PLANS oi W W W W O O O O Q h W Z J Z V Q FLATIRON/UNITED A JOINT VENTURE PROJECT p MENCE NO. SHEU NO. R-2w smEErNO 530 ROADWAY DESIGN HYDRAULICS Earth Tech ATyco lMemetimd Ltd.CompAAy ENGINEER PRELIMINA 0o NO[ USE FO ENGINM RY PLANS L cmvAlaucrwe 60 PI 490 1-17M 60 VC 40 50, 50 OCTOBER 2, 2006- -L -I PO - ST OT 490 A, 53 `4+51 = oeM Cr 044A w l mc 3 ct F 40 L- OT A 6+ 07 +lp 352' f-11. /15% 40 P = 4 1+76 DO RO SE R 30 E V L = = W.48 25' - 30 20 EX IN GR UND io 10 -10 -10 0 479 480 481 482 483 484 485 486 487 488 489 490 491 492 WE LAN 70 OE S OTE RFA EFI W L IN TER 70 60 91 711 1 - 120P- T PO AST 4+96 155 60 BU FFER Z NE BUF FER Z0 14E L -PO VS 50, 1+00 M 1= L = 41.7 x.75 00 19- RAM D T S A 0 00 47' RT. 40 = 47 J P SE GR 1= L = 98+ 27.7 5 ' 40 /co = 1,81 30 86% 20 EL 36 ,64' 20 o E lSTl VG G ROUN D K 25 10 10 -10 ?WW - 492 493 494 495 496 497 498 499 500 501 502 503 504 505 [NCOMPLE E PLANS W NOT OAR PAR /11 ACDOmIYWN PROJECT REFEIIENCE N0. SHEET NO. 60A R-2 10 FLATIRON/UNITED SNEET No R14 . AJOINTVEYIURE ROADWAY DESIGN NYDAhUUCS ENGINEER ENGINEER U -99 =919? - EarthTech _ ELIMIN RY PLANS ArycE ImaRRUaNI Ltd. Company DO rror Dae VO L coNTlxucnav j i OCTOBER 2, 2006. 60 - !0- LOO B OT to. l! 53b = ?E(Z Il l7 ?PJAW 113fa ?O o? 7: :'/0- POT Sta. J 4+95 .00 - = 4-9 50 BE G N G AOE 50 - -L- POC Sta. 75+ a. 52-98 _ ER E) G11 E 40 E V( = 087 EL = 3 8!' 40 E =1 A0 K =15 ' V = /I XY PRO POSE GR E (+) 61 f) 96 . > 30 PI = 3 25 ? -- _ _ ?- - - - = 1 29' 20 - V = - 50 EXIS TING GRO, N 20 V W/ 10 091 ' ( ' 10 z" 0 1 2 3 4 5 6 7 8 9 10 11 o 0 F OR -Y19 R 14- LAN EE SHE 2 A D 2 .0 DEN OTE FIL IN S FAC WA TER -YI - R P Po -l . Sto 040 f.00 EL 34 6' so SIT 7 50 Pl - 1+41 00 V ROP SED GR E BU FFE R Z ONE 2 Y1 - OT Sta. 27+5 ).00 K VC 2 00, 40 _ P =8 D = 0 E = 4.97 9/ _ 3 UF ER ZO E -Y - AMP ' aP TS .t2 4.4 _ - EL 11 ! 30 (- 539 % (- IJ07 o P = !t 25.O i W ° J vc , ' 15 y 20 I o? -4- K 4 = QZ v 20 + - O J O, o EX STlN GR OUND 10 _ % - 10 - - -E-N-1 ---- LA ---- .2. ---- E --- DfT -- -- H --- o J ---- oy --- ---- --- --- c W BE BE !N RM B ED CH W/ BE M a m o m ?? W Wit * o W EL .3. E N ? W W 0 1 2 3 4 5 6 7 8 9 10 11 12 4 p $ 5ati? PR INCUMPLE E PLANS DO NOT UNi FOR /1I ACgNNTION I PROIECE REFERENCE NO. SHEET NO. 1 f R-25108 620 -4 OCTOBER 2 2006 FLATIRON/UNITED AJOINTVDMFM PY aHEEr NO. ROADWAY DESIGN HYDRAUDCS .. (1 ENGMEER BIGINEER N i A - A? EarthTech PRELIMINARY PLANS ATyco lRhnmOanal Ltd Cdnwm DO NOT UM DE NOTE S FIL L IN WE LAN m Nor um aoR /ar Aoaat 60 46 0 -Y/9 R to 0+ .00 DSU C A ER SIT 7 FOR -YI C- LAN SE SN ET 9.0 D 50 EL 39 ' Pl - /+ , Iwo v = L = 29. BU FE Z NEE 2 so 1 4 0 1 AI D K =1 8 NO T p -6 40 DS 6 3 K 5= 60 V = 40 - 4 0 3 0 8 % D = 0 30 -T--71 54, YY YI - RAM - C t t - ?97-,21 1 Y19- POT Sta. 1+5 00 P OPO D RAD L = 12J5' I A n 2 0 20 RO SE GR E E DG ADE - 9- AMP C P OT S a.12 7591 20 E =11 - - - -- - - -- -- - ------ -- ----- - - EX IN G UND ------ ------- -- - W BE GIN PE IAL x w CU N ? ? + LT WU ? _10 W _ -20 0 9 10 11 12 13 0 1 2 3 4 5 6 7 0 !PE HY R L!C DA TA D AIN E RU UR N0. 53 OR -T V" YSN 5:0 RS DE 0TE FIL L IN ' ' WET LANI 7 DE SIGN LEV TION = & :5- 7 100 YE DI CHAR GE = 1 __ FS 100 I N = __ OV RTO PIN FR 0UE CY = I RS OV RTO PIN E ATI N = 1_I - -- - SIT 7 BU B U TER F E ZC Z N7E NE 2 1 - 9- T ' a, +50 O E =1 J5 30 ?x FI AIn r aWf 3 1) 5 0 50 o - l9- RAM D T ta, l +20. BEG IN G AD x PI ll+ 4.00 E = - 51' st a. TI T9 ?? EL 2 Z C) : I W l' VC k' = 17 2 1) 40 J DS - 6 P1 Fl = 10 5 5. 4 8LT P1= F1 //+6 -99 W) ( 0.30 % - . C (-1 - 11 ) 3 0 1 ( 9 K = 10 30 o - - -- --- - --- - - == =- = " f/7 =--- I -' (+ 12 8 % (+ 09 - - - - - - - 90% (LT ilM A x "C' Q x ()O 2J27 r Ux UV 20 ? W ? I` ? a N ?p O O p l I t O ?O ? ? J ? EXI 1NG GRO ND W m > W 2? II,? W ? W WU O W + Q W ?? J W ? W _ W41 ?saa v1 W QI? +W + W ?xWB -20 &WW W~r 7 8 9 10 11 12 13 14 10 11 12 13 wrmntocnoN INCOMPLE E PLANS mwe P Cr P0.0JER REFERENCE NO. SHEET NO. w R-2510B N L r) DESIGN ENGINEER aeuawua ENGINEER DUI ER TWO C LV R r 'ILL DC My FrE 13 l WIT H ' SI S PRELIMINA RY PLANS P 1 21. 7 CULVERT HYDRAULIC DATA 2006 OCTOBER 2 STA. 515+08.82 -L- E 9. 1 , DRAINAGE AREA .......................1160 Acres N r L 00 YR. o f0 DESIGN DISCHARGE .................1280 CFS DESIGN FREQUENCY ................50 YR Q 9.5 M11 4 I P2. ' M N DESIGN HIGH WATER ELEV..... 9.05 FT BASE DISCHARGE ......................1470 CFS WATER ELEV 61 FT AS G 0 0 B K TO O B NK .......... 9. B E HI H OVERTOPPING FREQUENCY..... 500 YR +/- 2490 CFS O ERTOPPING DISCHARGE 0 o -- -- ...... V OVERTOPPING ELEV ..................20.4 FT 10 K l( M 2 - L RIG HT rVI ERT IN @ . .. . . A O G UL Im R LV RT SL PE 0 [344 5% W L T F B ANK .10 « « « « « « « « « « « « « « « « Z «« W« «« «« «« INCOMPLE E PLANS Ro 140T USE FOR /w .uoummoN m em ueR COIffi7RUC170N = E SU TE FAC IL WA N ER II LATIRON/UNITED AJOINTVENTURE PROJECT REFB84CE NO. SHEET NO. R-25108 54,0 RAY SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER - ET- AW31- EarthTech A Tlee IldemaHaeel 11d. Com pant uo NOT UeR .. 60 60 OCTOB ER 2, 20 06 50 PI = 5( 15+7! .00 SIT 9 f 1" t V K = S =2 oo, 9 Li 1-4 op BUF FER ZO NE BUF FER ZC NE 2 1= 1 +o 30 k az :30 20 20 7 % 10 10 i i -10 1 -10 o - 505 506 507 508 509 510 511 512 513 514 515 516 517 518 N 70 OE OWE LAN L IN 70 60 60 50 IT 1 40 --Y2 2- OT A +2 2 30 PR ! = L = 27+ 12.4 0.00 ' 20 = 22 20 0 10 - T/ _ ( 10 2% +1 340 - 10 -10 ? A &WW 518 519 520 521 522 523 524 525 526 527 528 529 530 531 PRELIMIN RY PLANS INCOMPLE E PLANS Do NOT USE FOR n ACOOf81770N P 0 2.5 5 pR01. REFERENCE NO. SHEET NO, N R-2510 8 X8.0 co 1 0 1 5 1, 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 1 OCTOBER 2, 2006 er" 'IT?°- I `?? `7QF o 4 9 A g; \ -- - - - - - - - - - -- -- - -- - _ rn 3 9 4 5 4 9 4 9 N N O 0. 55 L D 4 9 4 1) n en 6q N N 55 N - -- - -- - - - 4 4 - -- - - - -- - - N r) - -.' - - -- - - - -- - - -- - - a N w a a N N a N a u N NNN NMN 2 + 0 NMN NMN wY *46 hwz VINZ NNE naW NNN NNJ aNN "a **** I 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 5 1 0 4 5 4 D ±3 5 3 1 5 1 D 0 2. 5 5 PRO1. REFERENCE NO. SHEET NO. N k b[lld R-2510 6 X66.0 m 1 1 2 0 2 5 3 0 3 5 A O A 5 5 D 5 4 0 4 5 7 D 7 5 s o E 5 9 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 10 1 5 1 0 1 5 OCTOBER 2, 2006 L SI TE 1 4 ?i 4 9 M C A I A C LE AR N G 4 9 C D P XA 'Al I qe 1 0. 55 O P cc lli 2 8 Q . 0 A li 49 4 2 M A ) .3: 0. 55 .0 5 w » » » w w w w - - - - -- - - - -- - - -- C TP Ww» 7 5 0 0 9 ?F . r»a mz r»¢ anw _ _ »aAn «w« «w?"« «ww 1 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 1 5 1 0 1 5 v 0 2. 5 5 PROJ. REFERENCE NO. SHAT N0. N R-2510 B X87.0 co 1 1 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 1 5 1 0 1 5 OCTOBER 2, 2006 ,GR.YY? IT ?Q,?1?11 N G ?I Li o 101 5 0 04 1 .0 5 00 - - - -- - - - -- - - -- - - - m 2 + 0. 0 .0 1 un 19 F- T-- LSI TE E 1 4 9 F LL I E N 4 9 c 5 0. 55 « 4r ? - - - -- - - -- -- - - -- - - a r a r c c 5-- 0 a a 0 a*a WpW 2 + 0. 0 NMZ Taw VI«W aaN rr7 wp« aa« 1 1 5 1 9 p 1 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 0 2. 5 5 PROD. REFERENCE NO. SHEET NO. Cl) N R-2510 B X26.0 W 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 5 3 D 2 5 1 i OCTOBER 2, 2006 SI TE 3 EemILY-Z) e Aw ? #3 ?-? FI LL I 4 1i NVA E LA - .0 1 6. .1 A li 4 5 L1 m 0 11 6. 0 N N r'1 5 C\J a - N a a a a a a a « a a « « a a a z a" a°aa 24 3 -L n no a»« ado ?wi ra¢ N«Z YaQ VNBIW NaUI OUR aaa aa« 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 5 7 5 4 0 5 3 0 2 5 1 1 0 2.5 5 PROI. REFERENCE NO. SHEET N0. R-2510 6 X27.0 10 15 1,0 15 10 15 10 15 10 15 10 1 1 --2?KHAN V- FI IN S FA E OCTOBER 2, 2006`' t 2m rr- I?CZPW 1N(y SIF3 2r FILL IN N N 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. R-2510 6 X120.0 1 15 2D 25 3D 35 AD A5 5D 55 dD 65 70 75 ED E5 9 S5 10 15 10 15 10 15 10 15 10 15 10 15 p -J OCTOBER 2, 2006 S? he ? d? 4 M M g M M 2 qM q NM M WV M VIM NM 0 M NM ?M NM --I---4 --I-- i--+--1--1-- T" -T --1--"-t --t--I-- f O ' In An o m °' a f Z W w p w p P 0 2.5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X122.0 m 1 1 10 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 lio 1 1 5 1 0 1 5 j OCTOBER 2, 2006 PEP-r???T DeAw? uC? o l 4 2 0 2 Qo 5. ' 1 6 I 6; 127 1+ 50. 901 SI E 4 IL I T D A li- - - -- L .0 2 -- -- co - -- 6 » » » » » » » » » » » » » » Z «0« W?, f»I r»a V)»2 >»¢ n»w / N T »»m ««« «»» 1 1 2 5 3 0 4 0 6 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 c 0 2. 5 5 PRO1. REFERENCE NO. SHEET NO. N R-25108 X431.0 W 9 D E 5 E D 7 5 7 D 4 5 d D I I D 4 5 4 D 3 5 3 D 2 5 2 0 1 I D 1 1 5 1 1 5 2 0 2 5 3 0 3 5 4 D 4 5 5 si n 4 !OCTOBER 2, 2006 A uG P ' - er-M ?t DV.Rw 5? F i I T 1 F ILL IN E N F ILL IN - WE N 0. 70 v a --T rf l -f 0.0 0 q- A n - - -- - - -- - - o n7( ) 0, 70 3° :I 6 1 :I Ln W + 0. 0 J - F- >z 0 5-- 0 7 5 W J 1 4 - 3a 7 0° 70 v -a tL 2L a :I 6 I e I Ln - - N -? - -- - - c o -n a w w a A li . a - a a w a a 0 07 0. 70 LC. , I w Z wa wow W? ?aZ ? - 8 5 0 1 -C ,wa VINZ rw¢ gnaw wwin aa? waw a"a« ww 9 0 8 5 8 0 7 5 7 5 4 5 4 0 2 5 1 5 1 1 1 4 0 P 0 2.5 5 0 ERENCE NO. SHEET NO. R-251 0B X433.0 W 4 5 4 D 3 5 3 0 2 5 2 0 1 1 1 15 2 0 5 3 0 5 5 5 0 5 5 4 0 4 5 ? 5 ? 5 1 6 5 OCTOBER 2, 2006 0 02 0 2 8 - - - re- M 1 , Uk - 17 .7 - -- -- - ga f 0° O FI LL I E N 0 06 I 0° 6 I . *1)b 0 3 0 F LL I E N a a - _ N 6 1 6° - - - -- - _ _? -- -- - - -- - - .Z a? a«a aaa «f aaa 1 0 cr ?a¢ WA V aaN aa7 aaa wwe 5 5 5 0 4 5 3 1 1 1; 1 L1 1 1 1 5 D 5 0' (r 0 2.5 5 PROD. REFERENCE NO. SHEET NO. N co R-25108 X438.0 E 0 7 5 7 0 4 5 6 0 5 5 1 0 4 5 4 0 3 5 3 0 2 5 2 0 1 1 3 5 1 1 5 OCTOBER 2, 2006 EerNrv- p2Awf?SG (q 0 FI LL IN E N - ' - -- _ o 3 9 FIL L I W T D « - -- « « « » Z W„W «f «a r ?«z T»R o*Zn 00M ««7 «»» «»» « 7 5 7 0 6 5 5 0 4 0 3 0 2 0 1 1 1 1 2 0 5 5 4 0 4 T 0 2.5 5 PROI. REFERENCE NO. SHEET NO. N R-2510 B X154.0 m 4 5 1 1 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 +0 1 1 5 1 0 4 9 OCTOBER 2, 2006 17F7.»? ?T e-P, wt uC, 4 1 I n V- I C , S _ 3 13 N - - - -- - - - -- - - - c\j - -- - - - -- - - - -- - - -- -- - - - - - - - -- C -) 4 1i ° SIT E ?j 4 ') - - I I I I I - I 4 ) - IL I W T D 3 5 U- 10 cc 9 4 5 4 9 4 9 0 c? 1 0 a a a a a « N a « z a? «aa a«a ««« w*4W ?a8 1 oz 5/f TC U P9 >«¢ gnaw own a«7 a«a 0*W 1 1 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 PItOJ. REFEPENCE NO. SHEET NO. ::? R-25108 X-1 T 65 10 1_1--I 1 OCTOBER 2, 2006 r E? ??- '17, RA wi ??? ? C-% AE; I a a 1 1 1 15 0 30 35 w P 0 2. 5 5 PROL REFERENCE NO. SHEET NO. N O. 25 .0 5 R-25108 X-2 m 5 s o 7 5 7 0 4 5 d D 6 5 5 0 A S A 3 5 3 D 2 5 2 D 1 1 1 1 5 2 D 2 5 3 0 3 5 A D A 5 0 5 5 OCT O BE R 2, 2006 H D C RI I 2 15 + 0 0. 25 .02 5 - - - - - -- - - - -- - - A IN -- - - - -- N L 2 . 75 .0 Q. 25 .0 5 D C RI 2 5+ 5G .0 0 C 0. 25 10 5 H AN D C EA I G w - -- - - - _ a a a w a a w a N a a a a z N? NsN 2 + 125 .00 W uIM2 TNK NMW Nwlll MN7 MaN Nar NaM 7 5 7 0 A S A D 2 0 1 1 1 1 5 2 0 2 5 0 3 5 5 65 70 c 0 2.5 5 PROD. REFERENCE NO. SHEET NO. N Eld R-2510B X-3 co E D 7 5 7 D 4 5 6 0 1 5 1 0 A 5 A D 3 5 3 0 2 5 2 D 1 1 1 1 5 OCTOBER 2, 2006 T- P ? aetxw i tsr- 0. 25 .0 5 a V=t 0 l IN clTI C 0. 25 .0 5 - - - -- - - -- -- - - -- - - - -- - - 0. 25 Q .0- 5 A 1 4D LE R N a N a a a a a a a ! Z N? MpM NgNaaa ?aZ ¢ Fa i r*cr aft aaa aea « aaa 1 1 1 1 3 5 A 5 5 P 0 25 5 PROD. REFERENCE N0. SHEET NO. N ? ® I R-25108 X-7 co s o 7 5 7 D d s d D 1 5 5 D A 5 A D 3 5 3 D 2 2 D 1 1 ) 5 1 i s 2 D 2 5 3 0 3 5 A D A 5 5 D j OCTOBER 2, 2006 ?1 FEw OQT .? ?w n?T ?7 c P ZlTl ; O h - - I 0. 2 . 5 0, 25 .0 5 « « « « C FI « « « « « « « Z 0 ««« W? «E «Z ««« L «?? «« + + I 1 4 0 # I * 1 1 1 1 5 2 0 2 5 3 0 # I + A 1 5 1 0 d P 0 2.5 5 PROD. REFERENCE NO. SHEET NO. m N R-2510 B X237.0 CD 7 5 7 D 4 5 4 0 5 5 5 0 A S A O a s 3 D 2 5 2 0 1 1 1 1 OCTOBER 2, 2006 PEe.rnc-r ?2Au?i?t 8 C 3 0 H AN D LE R N - - - -- - - -- -- - - -- - - - -- - - - -- - - -- -- - - -- - - - -- - - - -- - - -- -- - - -- - - - - - - - -- -- - - -- - - - -- - - - -- - - A D LE R N a r w Y N N tl N N 2 N? N 6p W? ?WE F-Y¢ u1NZ YW? VINW p(pf/l AN7 lp19 «yb NN/B 1 i 1 i s 2 D 5 0 ----- L A S 5 0 4 0 4 5 7p c 0 2.5 5 PROD. REFERENCE NO. SHEEf N0. cl) ? R-2510 B X239.0 N m 7 5 7 0 4 5 W 1 5 I D A 5 A D 3 5 3 D 2 5 2 D 1 5 1 3 1 1 5 2 D 2 5 3 0 3 5 A D A 5 1 5 5 d o i OCTOBER 2, 20066 -7 Gl H A ND L R N T + 50 ,00 T-E 1 IJI -v M A l » HA ND L R N » » » » » » » » » » » Z 0 7 0 0 »»» »» 3 0 2 5 i +! 5 P Q 2 5 5 PROL REFERENCE NO. SHEET NO. R-2510 B X240.0 co 7 5 7 D 6 0 6 5 6 0 A s A D 3 5 3 0 2 5 2 0 1 1 1 1 2 0 2 5 3 D a s A D A s 5 6 5 OCTOBER 2, 2006 0 'Z RAw 10 - eefY\ 1T 71 5' - - - -- - - - -- - - -- - - - -- - - - -- - - - -- - - -- - - - -- - - - -- - - -- - - - -- - - - -- - - - -- - - -- -- - - -- - - - -- - - L. %j A D C l R N r r r r r tl - - -- - - - -- - -- - - - -- - - -- - - - -- - - - -- - - - - r r r r r z r? a?a rra Wra ?rF ~r¢ VIrZ ax¢ arw wan rr? rra wpa 1 1 4 B a 40 0 a . r a a a e 0 a a a[ a? as as M M ra vie ra ?a as ae ao as as ae P 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. R-2510 6 X268.0 N 10 15 10 15 10 15 10 15 10 15 1 1 1 1 OCTOBER 2, 2006 1 Et`m "-r -0 k 13c- -7 ro SITE 7 49 413 0 M I.n t9 0'? 9 N q;1 46. a r a a a a a w a a a r w w a w z w? a«w aaw rwa awr «E ?a¢ wwz >a¢ -FT vaw -V Li rain aa? ««« 10 15 10 15 10 15 10 15 10 15 10 5 5 1 1 aww 0 2.5 5 FROL REFERENCE NO. SHEET N0. N R-2510 8 X269.0 1 0 1, 15 1, 0 1 5 1 0 1 5 11,1 0 1 5 1 0 1 5 1 0 9 5 9 0 8 5 8 D 7 5 7 0 6 5 4 0 1 5 1 A 5 3 5 3 0 2 1 1 4 5 1 1 OCTOBER 2, 2006 1 5 1o2m cr D? Ai 1 N G 7 ? S 4 9 w A in 4 8 5 .0 J S U Q - 6 0 66 M 6c 0 0 . 5 0 .2 4 / w 3 ffi J S U Q S TE 7 w 4 8 5 .0 J Y 9 U Q v O r ti ? 6 0x g0 _66 6r 54 51. 8-` 8 IL I N S W 9 J A = U A A Q A 9 f qW AW BW AW AW AE AQ AZ A? AW AN I _ V A7 aw AW 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 1 r 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. n R-2510 8 X356.0 v n 0 1 1 10 15 10 15 10 15 10 15 10 15 10 1 OCTOBER '2,2006: 1 0 45 1 J _ - - -- - - - -- - -- -- - - -- - - - -- - - - -- - - -- -- - - - - - - -- - - - - -- - - -- -- - - S 4 95 4 0. 00 a 9 4 f f . a o a a a a a a a a a? as a. ae w ?a N1 Yf as we a? a. aai Ia a a w F a z w N 7 a a 1F 0 2.5 5 FRO1. REFERENCE NO. SHEET NO. Cl) R-2510 8 X357.0 N co 0 1 1 100 15 10 15 10 15 10 15 10 15 10 15 OCTOBER 2,. 2006 Pe1Zmt-r'o pkWL&.16 1 -7 IT 7 IL I E N S 45 C. Pr-A 1?9: F -LL 41S AE Ull ai `-4,L Ln a; T-1 I » » » » » » » » » « z «Mq ?MZ ~»Q VI»Z *,am q»VI »M] (Z= 0 1 1 10 15 10 15 10 15 10 1,15 11 1 10 15 »»« 100 1 1 MOJ. REFERENCE NO. SHEET NO. R-2510 8 X359.0 15 10 15 10 OCTOBER 2, 2006 Poem VT "V> R-P, , co -,8o rn? ? Ic?S? N N , e a a . a a a 0 0 a a a 0 . a e? Wa a ?a w, ?a Na of W1 Wi as Wa ae e w W w F a z w N 7 W N W a 0 2. 5 5 PROD. REFERENCE NO. SHEET N0. N R-2510 8 X360.0 co 0 1 1 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 OCTOBER 2, 2006 4 9 4 9 3 13 .0 5 ' F LL I S U F C E A ER 9 co v e m W W M W W W M W tl W W Z tlU tlWtl tlW® T7 --77 7U AMY W*Z AWE WE 1AWW1 N 1 tlW tltlJ tlWtl "WWWe WNN 0 1 1 2 3 5 4 0 + d o 7 7 8 5 - - g o 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 .1 P 0 2.5 5 PROD. REFERENCE NO. SHEET NO. R-2510 B X361.0 N m 0 1 15 20 25 30 35 A AS 5D 55 6D 45 7D 75 65 9D 95 10 15 10 15 10 15 10 15 10 15 10 15 OCTOBER 2,' 2006 item yr DeAwk 5 IT 13 05 ---------------------------------------------------------- --- - -------- q q q N q W W q q W M q q W N W Z W? 1 WWq? T W? ?WE FW¢ v WZ NWW WWN qW7 «ww 0 1 15 30 10 1 10 15 10 15 10 15 1 15 10 15 WWq 44 a N«Z } N W ««« w « c 0 2.5 5 PROD. REFERENCE NO. SHEET NO. N R-2510 B X363.0 co 0 1 1 10 15 10 15 10 1,5 10 1,15 10 15 10 15 OCTOBER 2, 2006 ; 1peern t,-t- ?2.Aw% NG f --f IU-I[tL-METL DS 40 4) :I r? « « « F M « « « r« NW «f «R MW «N a] 15 1 15 «? 0 1 1 10 15 10 15 10 15 10 15 1,10 a« 0 2. 5 5 PROL REFERENCE NO. SHEET NO. N ? R-2 510 8 X365.0 m 1 1 11 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 45 MA TE R 1 1 50 04 50 .0 0 W Z N 0 0 - I n 4 0 cn .0 5 0, 0 rn) L) j 3; I w J - - -- -- - - -- - - - -- - - - -- - - -- - - - -- - -- - - - -- - - - Q 500 + 50 00 45 , 0- -0( .0( ) W J O / - _ l 0 5 . 0 3 r? w J a « « U « a a » - -- - - -- - - - - - - - - -- - - -- -- - - -- - - - -- - - - -- - - Q » « a a a Z »0 aNa w 0 f 0 0 2006 OCTOBER 2 M >:Z I 1 1 r 4 t , I e KN:t ?eAw o PS(? »a? ««« «« I l 0 I 1 I D T 1 2 - 5 - a s A D 6 0 4 5 7 0 D .. 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 e 0 2.5 5 PROJ.REFERENCE NO. SHEET NO. N R-2 510 8 X366.0 4 9 0 1 1 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 LL IN U F C 5 1 5 0 o r L j . - i z - - - - - -- - _ - °: _ ' 3a -2 5 0 ) c i rl 0. 8 A D A D - - - -- - - - -- - - - - -- - -- - - - -- - - - -- - - - - - - - - - - -- - - -- J L SIT E - Q 5 0/ 4 0 0 00 [ 4 5 . /5 Z Y 19 H V ' a1 4 9 r = 1 :7 _ _ ro 4 1) a 3 9 5 5 0 08 0, 8 A li 3 0 ,5 5 1 W » z » - -- -- - - -- - - -- - - - -- = » » » » » :p» W 2006 ? OCTOBER 2 ;E g >? - - , ??Eem n- D??w 1 M? P'7 »»«« «»« 0 1 tl 5 2 3 4 D 5 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 . 0 1 5 1 0 0 2. 5 5 PROI. REFERENCE NO. SHEET NO. N R-2510 B X367.0 co p 1 1 14 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 10 1 5 1 0 1 5 i OCTOBER 2,-2006` pErz.rv•?r ??1?.?,a? F ril - 7-1 1 r - 4 1; FIL XAI L kIr St ilzi AV ot - - ,n 4 9 L AX Lr 4 9 J . PC 1-j Q 0 5 a0 a N W N Z a « N J - -- - - -- -- - - -- - - - -- - - - - - - - - - - - « a z ? «qa aa« a«« w? ? a J zp p nn a vaz >«rc ,aW «aN 'a «aa as"ae aaa 0 1 1 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 a N N a a - a " a a N a N a a N a z W WC q 40"m Wq Wa Wq Eq f-M VfY. )N NN WN Wa WN WN WN WY. 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. R-25106 X461.0 0 A5 A 35 3D 25 20 1 1 1 1 20 25 30 25 40 A5 50 !5 60 45 E D 9 10 15 OCTOBER 2, 2006 Pr-.nth ?-r lea w ? ?> . 0 4; v ri i I 0 2. 5 5 PRO1. REFERENCE NO. SHEET NO. N R-25108 X462.0 A 5 1 0 4 5 4 0 3 5 3 0 2 5 2 D 1 1 1 1 2 0 2 3 5 4 D 4 5 1 0 1 5 6 0 6 5 7 0 7 5 E K E? OCTOBER 2, 2006 Peern?T DWaw?t?6 r ry- 0 02 0. 25 0. 2 6: M 6; -- -- - - -- - - -- - -- -- - - -- Q0 - - -Z, SI E 7 ILI 0 02 0 o _ 1 ( 0. 0 0 0 S TE L a 4e I 4 rn » » » » - » » Z » « /0 1 + 0 0 0 0 p . =«f «a »«? »» «M» 1 1 1 1 1 0 c 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. d R-25108 X473.0 N 10 15 10 15 10 15 10 1 1 1 1 tOCTOBP-k 2 2006 f E?h'? lT ? '? W t fJ (o Q ? SUE-:?j rn -s-D M N N 71 N Fl- N- Ln 51-L59.00 N N 0 0a 0. 8o q. QO M N a r r « - - - - - - -- - - - -- - - ---- - a w ,3N ? z ro N 5 0.0 Sri F«Q 1nrZ >WR IA«W rcun =X IS A 20 «r7 1 1 1 1 95 910 65 so 75 70 6? 60 4 35 5 1 5 10 "a««« 10 15 10 11 rr« 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. R-25106 X474.0 m N co _ _ .. e J. G 1 7 1 T 10 OCTOBER 2, 2006- ?pGfZri? l T ? i?A wl NQ4CZ 1/\C 6 N IJ Iff 6 a 0 2.5 5 PROD. REFERENCE NO. SNEEI NO. N R-25108 X475.0 co 11 0 9 5 9 0 E s s o 7 5 7 0 6 5 6 0 1 5 I D 4 5 4 0 a s M 2 D 1 1 1 1 2 D 2 5 a 7 OCTOBER 2, 2006 IF'Eem ? T X--) P-,W fcy- 105 n I E N 0 00 0.0 04] 4: -- - - - -- S FI L IN R A E Q N 41 Q0 9 » » O « » .» 7 0 0 »a , ? ?»z r»rc »»tn »»» »a» 1 0 9 5 9 D 8 5 E 0 0 1 5 1 0 4 5 4 D 1 1 5 1 1 i PROJ. REFERENCE NO. SHEET NO. R-25108 X476.0 0 0 OCTOBER 2, 2006 e-M %T -ben ua k C:, ,G'y a? 1.RS , z = N H ? Q _r_TTT_r_T_1 _r_r_1_I_r_rI -]--i--r-1-1--r-r-?-?- :h-+-1--r-r-t-1--r-t-t-l-r-t-1--F--?-+-J-L-t- 1 _1 __i _ 1 _-?_i_i - 1 -1 - 11 P 0 2. 5 5 PROD. REFERENCE NO. SHEET NO. N R-251 0B X477.0 OCTOBER 2, 2006, (Yr 1T 'Z?2i?1l?I1SE g Q t= 15 ` 0 07 0. 7 Ln F F N ID ee ti - ° - - - - -- - - -- - - - -- - - - co x' 3. 1 - - -- -- - - -- - - - I + 0. 0 _ _ L SIT E 5 A li IL I W E-TL AN DS Q 1 9 . 0 00 Cd ' o 0 05 0. 55 - --- --- --- -- - « 1 q° . « « « tl C\ l . tl - - - - - - - - - - - - - - - - - - in 10 Z «f D! ar T«W M.UI A tltl7 ..« e««+tli l«M 6 5 6 0 I D 4 5 1 5 1 - ? 1 1 _2 0 5 4 5 5 P Q'm F Cl) SHAT NO. ;377.0 ;OCTOBER 2, 2006 4 9 I A.lo 10 15 1 a P 0 2.5 5 PROJ. REFERENCE N0. SHEET N0. R-2510 8 X384.0 N m 0 1 1 1410 15 10 15 10 15 10 15 10 15 10 15 OCTOBER 2, 2006 t P -, - lb QA ? ?.SG ld 0? ?S FAI ER K Q cli Lcc a a a tl a a a tl - - -- - - -- - - a a N a Z tl? ?Ntl atltl atlY ?HZ woz VItlZ >tl¢ _ NKW tltlN tltl7 way 0 1 1 5 A6 S6 55 65 10 15 10 15 10 15 10 15 10 15 10 15 tltltl P T0 2.5 5 PROL REFERENCE NO. SHEEP NO. kloboll R-2510 B X290,0 N OD 10 15 10 15 10 15 10 15 10 15 10 95 90 a ED 7 7D 45 6 !5 ID A5 A a5 3D 25 1 1 OCTOBER 2, 2006, IOl ?a?- Ip?? co fli LA-444-1-4-14-1- i I I I I F- --T---l- - f- - 4---?- -I- - I- - 4-- --4 --1-- - t- - -r co 0 N N / + 0 C 0 2.5 5 FROJ. REFERENCE NO. SHEET NO. m so R-2510 B X384.0 0 1 1 10 15 10 15 10 15 10 15 10 15 10 15 E OCTOBER 2 2006 IAA: 10 15 10 15 10 15 10 1 w 0 2.5 5 PROL REFERENCE NO. SHEET NO. R-2510 B X297.0 1 1D 10 1,15 10 15 10 15 10 15 10 15 10 5 d 0 15 D 35 30 25 TT i OCTOBER 2, 2006 FS-1T-E1 °4° Q .0 5 .4. I 8:1 Q ? .0 .3 I N ;1 8:1 v ,W f .z Z u - "w 1 0 1 5 1 0 1, 15 1 0 1 5 1 0 1 5 1 0 1 5 1 0 9 5 5 1 ?w 0 2. 5 5 PROD. REFERENCE NO. SHEET NO. P m ? d R- 2510 B X298.0 N co 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 S 5 9 D a 8 D 7 5 4 5 6 D 1 5 1 0 A S A O 3 5 3 D_ 2 5 2 0 1 1 OCTOBER 21 2006 Q .0 5 8rI N .I r? .0 5 •4 I D-2 5 ) + 5G .0 C RI q C- FI LL IN W ET LA ISIC e0 5 .4. 1 I a a . a a a a N Z a? p«? W? Pa= 2 5 I 0 T Po< ,,oz ,ac ,Lu _ aaN "ate aaa 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 1 5 1 0 9 0 E 5 D 1 1