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HomeMy WebLinkAbout20050785 All Versions_Site Plan_20061002 (2)1>1 BB SITE =B< Bt SEE SET z? ?l /y?? 09 1 BELOW g1 \? \ t0 \ \ 306 BEAUFORT COUNTY ply 5 t , y s RD` t F -'Q ??r fi • A? ?[ .. I'. ?? l e Z30 Z7( J _ PR o J ? VICINITY JWAP NTS N.C. DEPT.OF TRANSPORTATION T ?+?+ DIVISION OF HIGHWAYS PUFFER BEAUFORT COUNTY IMPACTS US 17 FROM SOUTH OF'SR 1149 (PRICE RD) AND US 17 TO NORTH OF SR 1509 (SPRINGS RD) SHEET OF ?? 10®2®06 F- N Z W,4;- W Z 0- W W U- c) Q Op d w N O UJ O M M V CO J (D N co I-- m CD r- N Ln 00 O LO < O V rn rn Lo v t7 V N V ro N w J m O O co to Q) h Q N Lri .- (7 w <v O co m N O N 0- co W co co m N N C7 CO CY 1n _ W ?^ V O co N N 0- Z r co r- t- O N M N u7 117 «7 `S N N M N f? O? C? Q J Q co W C Q - co m co 0) ? 111 J F C7 co co w H w H Q0 co D Q W Z ICf) v U) cn cl) a_ c ? z w O c _ C O 0- M ~ ~ _ M n C 0 cr Q 2 r F F r V _ = F d Q Z O 00 1n mw Ow OD LO a N ¢ Q C ° U U F w O O -i U) m J Q ¢ U) ¢ v i ¢ x LL1 ¢ O m cn y U w d cii w Ix r w . Q LL LL } LL LL z Cn w m m C13 LL O O oo X x X = x x z x z co U w O 0 N _ O cD F N } Z O J Q J J J + J J J O O Z O n N O J O O O ¢ 00 + f ti O p O N M F- N w m O O I N O W } n In M CD N N N N M }? O to N O Q M N 2 w N N w U U co U m w w a cn c af a C-) w o- x d } z o ¢ o? ¢ U C, x N of : co z `r z D X co co o c v of zn F C ' I O J w N M V u7 O n N O O ? O Z O K a `° ? ~ O Z a a C=7 = O O Z m >_ O z O0- U O u. w m m o M U O m 0 N o a w a 0 zZ cQ G LL LL O N D v! O) L r Q CL ? NN W LL M? W U) N w N ? N O O Q Z t0 ^ K O ? M z O ? N O O m ? z ? M ? Z Z n M m ? m z Z J w ? O` N v O M ? Z M V N ? O M Z O 'OV N ? M N Z O Q Z Z r ? O J N O (? J N O+ N N Q Z J O + to N J V + t00 N J O + ? M + O ? O + J O + O ? ? ? n O J O + ? ? J p ? N N O O N O O ? Q Q ~ N M O O co N ? N M V O O r m m ? M? h Z 0 WWW? WIW.W^ See Sheet 1-A For Index of Sleets C END PROJECT i i w ?._. BEGIN PROJECT s Ch ty 9 (\? ? / ,Ian ? a p i a U - 3 VICINITY MAP NOT TO SCALE (? e SITE SITE 1 T 4 a LIS 17 S E3 -YlO- DETD [SITE 4 BEGIN PROJECT R-25108 -L- POT Sta. 234+21.54 R-2510A LB= -L- POT Stu. 220+83.20 R-25108 LA STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS BEAUFORT COUNTY LOCATION: US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17 PRELIMINARY PLANS m z>m voe eoR OD!%lRVCnae TO NORTH OF SR 1509 SPRINGS ROAD OCTOBER 2, 2006 TYPE OF WORK GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING + 15 GUARDRAIL, STRUCTURES, CULVERTS I i SITE 7 Slr8 '9 J END BRIDGE r -L- Sta. 491+26.42 BEGIN BRIDGE J JS? - - a. 490+ BEGIN BRIDGE END BRIDGE -L- St 504+40.26 -L- Sto.476+76.84 EN BRIDGE -SR3 / -Y20- -L- 5 a. 505+41.06 SITE SITE 6 4 3 v 1ax9' RC q CHOCONNITY BEI NC33 US 1771! cT,, -Y10 ?3? Z6 3 -SR7- I ,L ITE 101 1 1165 -Y16- -Y/5- i. z 4 US17 sow tiF BRIDGE \---1 SITE 5 SITE-14+- ENO PROJECT R-2tlOB -L- PC Sta. 581+ - • -L- POC Sta.52+38.p9 R-2510C LA ,t r =Y2 -Y18- -Y19- GRIMES RD. US 264 -L- JIG SITE 8 17 METHOD OF CLEARING: III GRAPHIC SCALES 5o zs o sa loo DESIGN DATA PROJECT LENGTH Preyered In Me Otftce of. Iv? FLATIRON/UNITED "'°'?`"E"n'? @ G? EarthTech HYDRAULICS ENGINEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA lion of ADT 2005 = 10,200 ?J ATyco IntematianalLtd. Company 3 ' PLANS ADT 2030 = 19,600 LENGTH ROADWAY TIP PROJECT R-25108 = 3.898 MILES. 2002 STANDARD SPECLFlan0NS PE w° DHV = 12% LENGTH STRUCTURES TIP PROJECT R-2510B = 2.942 MILES SIGNATURE: ; 50 25 0 50 100 D = 60% TOTAL LENGTH TIP PROJECT R-25108 = 6.840 MILES aTOM SRTeRm,P, ROADWAY DESIGN ?i ?? ° PROFILE (HORIZONTAL) t0 5 0 10 40 T = 8°k (TTST 6% & DUAL 2% ) PROJECT ENGINUR REM ACDAUGMYPd ENGINEER cI TAap? 11111- - V = 70 mph PROJECT DESIGN ENMEM PROFILE (VERTICAL) P8 P8 SR7Ba!'UREr STATB BIGRWAY DESIGN ENC,MTiB 1 w r 0 NQa y, Ww 22 J?A?T --- I PROTECT REFERENCE NO. SHEET NO, MITIGABLE IMPACTS ZONE 1 R-25I0B 4.0 N63/'21E II FLATIRON/UNITED RW SHEET NO. 251.22' AC 90•2?- EIP ' Y EARL HAWRINS, et u% 273.21 AJOENT VENTURE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o O MIT{GABLE IMPACTS ZONE 2 05 ND ,. 0 2 EarthTech 1 I i A"N J. HARRIS FAMILY TRUST s EI`IGUJE E M 00 NOT USE CON8INVCIION ATyco lnlematimlLtd. Dampany • Q x i li s/c PC DB E 952 - SLUE PG 652-2 N/C ____ _______-I INCOMPLE E PLANS -? 1;R -V ;1 i 60• CHL N6•30.36F 26000' I------ N63325'E 283.56• k x FI00.00 99.62' Ell? I li; 1 EN 198.77' II C7 ©© N8 0 1 _j OCTOBER 2, 2006 41 its A ?iU2 © / 1 S?f 5 D 15 I I 11 ©(3 B' x 3sj I 19 R-25100 I . - ?((? I 1. P © _ ` N / N Lc) 0r ' 6 5 i U+ 8 &D c PAOJ O R 25108 I" h 0 3 :Z, cJ JO E. IN i 1 \ IS' ONC DBH116T -TPL L4032 ('"tom' f,?lr I( r - .I 1, I -r. I PL 8 -SLIDE 22 I O 1 I S w to I ?ObHiR ._ n I 1 1 i ? W . O I• _ / O '^ 43 [ , I -... 1 11 1 C9 1 ' / 0 v l 1 RAYMOND J. ANDREWS ALICE ANWW. HURST 6 1 m I I " "-- PG 128 1 SPECIAL MEDIAN DITCH GRADE.' (r OB 528 - PC 556 +oo a.. SITE ''I MZR1TIy? HARRIS Q MARYIN J HARRIS OB 1057 OS ' •? i 1 PC E - SLIDE 65-2 ?I 1 • STA. 227+OOFT?O 2z9?E { I W SEE PROPILE I(X RIY ITRUST -FAMILY TRUST ' - B 95 _IPG 895 DB 95G.. PL 895 IMARVINJ. RARRIS FAMILY. TRUST - m ?Q EG_ C 1 S4TIDE 65-2 PC E -SLIDE 65-c^ i/'?+• I t? 95G PG B% I , m +56 25 1. "66' II + .00 IUZ.85' ` .r FI 1 1 - PC E -SLIDE 6 L ,\ 1 sox 1 WW FENCE ISFD 8 ABAND. N1Y EE CE. \ bl , OW r WW FENCED I I ,\ !, BEGIN -J -"?-d' AccESS. wW PENCE WL _ CIS a I , ' Ww FE+ LU 350'TAPER +05 .51 +D6.25 I'ii I @ I' a-r? ? +0355 POINT 1 I I CONC +56.25 R I Y Q cD l C> V R C CHORD: a5.to r^ ISFD Q I I u.?C: / I I',._ _ TIF?\ DIfc4 0. 2?OA C - - O CS EIP I+'1.- 49' FENCE I BY, 01 5 --E EIP i i . EI 1 C.? 8'PYC WN ?\ i1L f - If -- _,®?8'PVC WN_n1TUR q- Q - ?. I- A S?DNC ; Or ?IB'rCONt -I-M. -C ' P EIP PVC W- - P SOIL. _ L -_.- -r- -- --_ --- --:-- - -- - It Q r -r- -- _ -- [DNC _ x - - REMOVE ?, 'o .. REM _ - N US 17. PT w iv o rv 0 BST . IN ....- T.N.. U5 ....,./ L... low c h.T>_i!ti.-i!i?!,, .^v?>_r!?ii!?r cr'?.. +0 0 IYt 00 .. 'TAP, __ ..- ;? .. _ ... r^ 7-77 i 0 .0 N N 41 ?_--- ?- -T- CONC. 0 I T''I N V T P: - 'A/,- I -- ---- w '. --- - ..:Y * E C B.P 2OTHE 40! 0i; _f C_)i c 5NIA7?? m fR I C C C C A BY 021,4,1.R s C\ _ -x 7- -c /b WWI F 6 m ,Y. i I I Y T ;FENCE BY OTHERS 'Ovs R \ I i 118 25100 F EAST 8li0N ------_.'- --_.-- .._ - O // j?? C \••?.? x \? i i• 5 SY FF. N U R'25108 I c`J Y, Y x. i 1 ,? RICHARD D PLED JR et.Ni% 0 CL T,RIPRAP ./ / /• / 'I :.,DB 1028 PG 6N)' . lq EST AO TONS : t PENCE ;BV OIHEAS? Y'r S ' -; OR 1 tiP PC E - SLIDE Si•8 ,U EST)5 SY f.F. / I? l \ ? I . d ' LO ONLY ON BANKS ',, • , srw - PIS Std 224+89.63 PI Sto 236+49.31 Pls Sto 247+2359 m i , 0 • S4J7a s = 3'30' 00.0' ? = 40.00' 45.3' (RT) s = 3' 30' 00.0 6A? \' Ls .350.00 D= 2'00'00.0' = 35000 LT = 23338' L = 2000.63' LT = 23338 /? \ ST = 116.7t' T = 1,043.05' ST = 116.7Y / 23 / 20.00' 832'Jh S65'93'I0'N (B - -- R = 2,864.79' I / 28.692 'R 21.81 U Se = 0.055 f 'u83N'32.W SCOTT ROBERT BATEMAN et ux'- - RO = 275.00' J ! ? 36.60. i DB Ilan - PL zIS Ds = 60 MPH j PC E - SLIDE 90-7 FOR L- PROFItF SFE Sb1E=42_0 Day 2 ( ? ? s s23'56'29'W / Y _y_ \ 32q. '?69?? SOI J626•w JgOZS \ \ '? ?Y 159p5,E 1 qU5 8098 39,,x, 1 9655' 'w ?' 1 1 ° 09 9 0 SN ,? `.. 30.01 so PREL[MIN RY PLANS DO NOT V38 FOR /w ACgI18T10N A 1' Z 0 Z' 1 \ PROJECT REFERENCE NO. SHEET NO N R-25108 6.0 a FLATIRON/UNITED WW SHEET NO. MITIGABLE IMPACTS ZONE 1 \ AJORNTVENTURE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I -`- EarthTech MITIGABLE IMPACTS ZONE 2 Pls Sta 224+89.63 PISto 236+49.31 Pls Sta 247+23.59 ! ?. Bs = 3'30.00.0' A = 40'00'45.3'fRTI es = 3'30'00.0" ! ATycolntwnatimalUd.Compam Ls = 350.00' D = 2200'00.0` Ls = 350.00' LT 16.71' L = 2000.63' LT = 233.38 ' ?NGLISH 13 ST = !l6.7Y T = 1,043.05' ST = !16.71' R = 2,864.79' S. ANN McROY, ET.AL. Se = 0055 08.1500 PG. 618 Ro = 250.00' Ds = 60 MPH ?• ?/ 375.00' EMILY W. BONDY & CATHERINE W.PHEIFFER ,1- OCTOBER 2, 2UU6 DENOTES TEMPORARY OB 900 - PG 971 340.00' FILL IN SURFACE MB I- PG 52 340.60' ?UFF.1? 54? (o b? 15 WATER eZ? (? `` eZ T i of \ N SITE 3 ; , '?? 1, \ \rOF N ,; .. \ LAY v-0OCH vus I A 25.x+ 0 TO STA 256+60 1 - IT EE DETAIL #12 ROCK .0... I1•, \ _ DAM. C ECKDA PE\ BEGLN., d ":11000' ?? STA 208+50 70 5' BASE GRASS SWALF . I \ 'k F .. \ STA 250+00 1- LT \ FENCE••? ,• .. SEE DETAIL *4 PEWM7'ENT ROCK I + , a 4t 12 \ CH DAMS 15.18' 128.0' \ ' '1`, { ' (.y \ ? ?s• •FENCE, . + ti' 8130-• ..... CE.B'AIPRAP ?y59.09' •' ,r:•'? 128 ., ?'. 151N 'EST 2 TONS IASAN I / - • - EST 7 SY F.F. + t. 7 + 150.00' . ORD C AB' -FENC 160.00' 1 °t 150 GO 50 76.00' 15' CSP W/ELBOWS - R m , 1 - i + ROD AND LUG ; +00. I 48'.WW-FENCE C. ?F Ib.t 1 ; 125.00' VGSIFEVE GASKET' 125.00 R' \ x7'AWC T. \ O SPECUI UT V-0fTCFI1.60.00.• ., -• -- i 7 ? _ STA 242+50 TO ST 2U+30 -U• IT F NN-16.30 SEE DETAIL #1 CHOW R ?.. ? OUT 1280 , ' )) 26 AR.WW F CEO. F F F - fi 7 ?F F NF F --- F pf r `? F, - -- - F F - f , 24 m : : -50/ o . - WE 290 W 50 m. . D C F i .- - - - - -- - BEGIN SHOULDER 2GI WVRAT E2p q.MGI UL DER PER ER 350 GRALI G _ 50' TYP : B J BERM GUTTER CAT-1 GRAZE z (:. - --r -- - ----M N.....= LJJ N z P o (._ N W ?l r GUIDERAR _ (n N' -4 Fs m 2Gi i3 I ( ; ; PROP. N 63' 33'4&0' Er w Q a 2T u s c W N. 350 GRAD n ?? c\I .AiSp. ''•" , 1. CAT-1Bd va DO ? ' 22 BEGN 5HOULDEP. ,. / 2G1-0 / 2GIWRiAT 'BERM GUTTER £ND.5HOULDER PS :i ?. ?? STSt - BERM. CAI TER??-.-_-- C.. _.....'' C, C GRATE f a \ C 'F F f f F F F F F 10,adwEl i \ , Hum C C 3 F? 1?V'l+T 4 ?. W F / 137 ar -.._ % F m 48' WW FENCE CHORD 48' ww ffNCE _ j / - SS •+bII?? / ~ 1 ao R 187 EttST i.aONPRAP T Ww PENCE U) Iu EST 5SY F.F. 725.00' ! . , - ?I rn E`':, ,2500" 1SD 00'.. -1170-00, fit T e TON S 5is.00 # / ( \ -...` EST 215Y F.F. 15000 TAIL m lJT / / o \ i / i .ar/ +?3GDni?T40h .. 91EG1N.13.80 / - /EMILY W B NOY & END 1308 + r REM 19 8 ONY i CATHERINE W. PHEIFFER r T1RhIN '?'. / / / ? / ... N' .. EM 900 PG 971 > MB t? PC 52 .. . ?,. i 0' 41? 41 s j \ % uBAN01 PROFILE. SEE SHEET 43.0 AND 44. A/ 7 -7 - 7 1\ I / n : t RELIMIN P RY PLANS DO NOT USE F ODN91NVC1a0N INCOMPLE E PLANS DO NOT VBI FOR /• AOOVIITaON J A'rr i. r?nu PROJECT REFERENCE N0. SNEET N0, ENGLISH sta 8b3 PIs sro 12+92&5 /'srsta: So z o59~r1T1 R -2510B 3'09 00,0 FLATIRON/UNITED -25loe 7.1) PIs a 1+90 2 D 300 000` »r?? 5 21000 / SHEET NO. AJOINT VENTURE ROADWAY DESIGN HYDRAULICS •A / /. X3.09'00 L 1r112 B 3". 14002 - 91 / "0 . ENGINEER ENGINEER _ / _? '?;2tD yB ,.ST ?? 2t r G /G AR CR N V. 7 S Da77 '' 1r 0 14+3283\ 0 3- /EarthTech PRELIMINARY PLANS FOIL Rq -0 >3E1'" '? is-3? T ? '0 v`,• J s ATya IlRema6onRI Ltd. Company 'IGK o' E ET.u%. Dv /61) MPH np9p '? CIOICEH ', i / // g3 \\'1 s 1. ^.,? C/'-rt$42 +e I9 I4/ ECIAL ? TO {4 06"-, 6RB- IT / 13 +/I6O ?F• Q G SJ r SEE DETAIL M2(. SITE 4 y m"' t t+ c r 5° ° ?' G y,Vtr%l 1 4? 4s'°°? ?.L r urwv? y i,' X01 D AR C BU. 6759 EST R TONS / SPECIAL IAT,3' BASE DITCH 91 + •,`i + ,1e, U, ' J J ^; ?Q / STA 6+001TO STA 10+40 -YIOI& RT 0`1 SEE DETAH 17 ?• , / ?... ?3O•ps O 76'/ GcS s,1 OCTOBER 2, 2006 .. ,.•YIOPJI-/i F167 0S y-WW-FENCE ARE S?REEN nv? 3a• q `rip 0C7?1 ?Py? r -1 P! vF4 / \ 9 + \ m CB G sx o,1 k?ll??E? 1 b? J / / / i1TN x77d?J:\ f W FS 2 Al...??? ?f 729 IR *9? S?, y'S r 11 1, -- / / - ... .. T\ .. ?, i i ,, O ,1282 6 JU .. ? / \ I (I f!' o ? CURB B .,' ^ir?\ yu 'Awe FBACE C.. "`' -? FS yS ` 2GI i C ,1' \ '7! .1-? \\ (I 7 \\5? \ I GUTTER C \ '96 y. s IOE PROTKTIoq P'S 80 SPECIAL UT 3' RASE DITCH S A C , 0 \yY1 DETAfLy7 (! +ti R,.. ST 39 TO 13+ 0? 0 -YIORB- RT ''??? \ • .'.. n 60'NGAI j0 M l PRAP 1 SEE DETAIL Y6 ?? ,, 2N'` V \ \\ ? ? ? ? D •. F3 •v' ` s ' EST. 120 TONS E112 5Y F.6.6r)'tQB- ? '- A 2G t \ \ 37 l Prs $ 1+3 FyStp 5+44,55,,% I. . l stDDITCH '-YIO- 8600 NC 33 14200 1 -0 800 1400 R&q 16000 6500 11500 70lf s0o 500 aooo TRAFFIC DIAGRAM ADT 2005 9700 ADT 2030- 16900 WITH R0. Ci11 PFSt Z-N A.)DO33,9 (RTII STA,4+00 Is \ ?"" es r A? O ?' \ \ s - IE20 229 D 22 S5 n59 ' TO a+oa \ 0 / Td LI.'49717. I nDLB- Kr. \ MITI IMPAcT'A X"S'l \cec\ DB 982 - Pc LT 3.06 J j ,'38455 I' SITE\4 _ 3e YIORB °\\ ^ z 10- C a \? \ ST 5 R ' 25000' 0 ?o N ,\ c -Y26 TSSfa.z59`t41J -l• 047 RtJ 6&W. are,RIPIt \\ c MITIGA IMPACTS ZONE 2 Ds `':30 Id°- AP 0.• Fs . POTENTIAL SGlE FOR r\ = 6Cd5,04.7- N C j EST 7ZSY F.F. --- IQ 261 FS ,..m WASTE _QR BORROW '' \ 07 c?oE a GUTTER /-/L- POC STA275+62 8 % 6 STA 270+50 7271+50 -L LT 2'-6 CURB / _ ^\ L DAYYUUW?i AT NEV 1125 Ce 39 -Y10- LOOP, B CS ST LT. SCSto. 1+601)0 / iW mY c a m , ' -: C 1 BtY N'ROCBC , ` J5. qp. 0 46 END BRI z ?1 D N /I I =6 CB e -Y10- PO INY.OUT 10 0 -77 s V 1Gf J"? ?•" ?-<v 1 : `; Bryf?i/ TM=?a ,+°I 50'TP - 1GI ?\ B ° ' PROP - SCSIQ. 272+91.79 m P 9 B: _ Q ' i ... ' -GOIDERAIL ?. -- -------------- . N ILLp, . '. 6I'33'48 C c" 2, 1 .Z a tg / H u / rn 32 7 \ O ? r J \ t I RICK D $TEYENS?ET.UX: 1' ?' CI I ' ? K ?1 ' 96Y Bi .1 i I? DB2130D PG 359 ? i C ??? a5 n +6836 2W \ IS m; 2GL • g O 1 ? - 1, .Ii f 1)w o. . ! C ?, a7. ' CSSto=0+35.5Q __ `. \ 4e .?,? 'l9W 5 'I J HERMAN 5 A GHTRY /? ,-, ? \ t. I I I tl Op ? 8,•I\ I '! i \ •\ C ??' ` ', -?. \ DS 986 - PG 918 \ DB 974 - PG 839 U' sra265+ooa? - I . h Q .tAM? C POT STAO+W.00 ( y , II A ?B I v ' + \\ \. aaa n 1202 . c C \ PI3 a.?l[775V fI Ste•IrVj t.¢Z _.P-1,s-s1O 2m±1az6 t o \ ?O \ s (I o " /?°' o \ -,33U''?0'?,- 50019JJ'?(LT)es = 3'30'00, h ? •' ' - ? _ ? \ , Ls ? 350.69 D ; 2'oiX 009 \ Ls = 354:00' aa , , 2,50526' g a R ureAr 1 LT 23338' J3 En a TDNS ST6. T - 1,339 ST = 116.71' • *•, , \ 0 zTT 00 1,.' R3 G 0 v,` _. _-. C R -` 2,864.18 •• `•. \? ?7? • S. ANN MCROY. ET.AL. ?.".`V \ , \, 71•i174 T5 ?\ \ \• f $2 x,07." POTENTIAL SITE F?R..'O 6. DB.1300 Pcsle \ , ` rJORC. STStc.8+3050 . fa E OR BORROW., \ \e w -c D " X50 EP \. - T \ -Y10RC is.oD n n 7s a \ \\ \\\ F E \. Byg33?. la 0 $ta'3+1501 P1 Sto.'5+07.88; P1s,SAO 7+0051 ?no?0 a' i3o/ " \ \ \ - c F /^ o 2'261150 ?<6 23'15 (Rh 6s `- 2.26150 f` t ssD3 43R 5a+ \ \ // °? \ \ _ '` ?'\ // 390 o•N' ry1? I PAP ,\__'1s \195 0 ' - . ' D = 2.30',60,' ; Ls - 195.X1 AND RL r y i PI ;; 1f?B F L7v "130.01" L? 2555ff / LT P 730,1', o°? ms°m9uGE??D m?c . u ST T \ 1 88 y;/ / ST/ = _65,1' C " I " CL'B'RIPRAP ti o \ R 91.83' 13 EST B TONS ° ?e r s A - Se -0065 c RG 191) S. ANN-$CROY. E AL. I "IOR4? / YlOR0. \? JY v y a \ 1)6. = 69 MPN! De.l3o Pc.6? 69-,3,'.E 00, -r(ORC0 , T +D o e's.o6a c m V D v v ?- imsn >. ° 1015 •. St 11+83.95 PI Sta 13+51.76 PIs t 203 = 7--5+18.62 -' ? 161) "?o 15 06' 02.4" (LT), Bl s -YIC\ h \ 0 D T3000.0 P32+968Q J 0 c? ?\ fSO• 7 30' 00.0 e TaPeR v . A. ^ / 44e1e _ ! LT = 433. 000 'ts ,7 A D L - 201.34' L7 =.20j D SI Z 362 0 1000 h \ T_ \ . ST = 78 \ $T = 67? 1 ,. \3484'\ • . 0 `F1 Rro S \ \ ••.. /, a9R qsZ0 :''•\ R ,94' T 298 n D G? B5 % 000 \ \ \ e.t : b44 3 \ •L. ° o°s°oa as pT S `PRAP. W f I W gg •4Y\„ \ D$ r4Pl'\\, \ 1 I +D3 } ``??'.?_? . i...,n •!L '/ /? ?i ?MSa?r ?. sr. rl I.' I, \1 vB\ \ - \ \ \•\\'\??\,? \ _ ' \?\??.\;,105.00', ON OD NOT USE CWiRITIVC170N INCOMPLE PLANS W A AOOVBTTION 77 , I , I a i I T }^ N 0 2 N4 T 14[ e Bsr PROA 49 - I II o.. ?', It , / R 2510BE NO. 26.5-- f4 31 '26'E I ° EV 86 S ?I 9 I I,_ 1 ?' i ^ I LOWES INVESTMENT CORPORATION / FLATIRON/UNITED RAY SHEET NO. Y I f 1 1 1 l' DB 905 - PG 607 A JOINT VENTURE ROADWAY DESIGN HYDRAULICS I ?? 23.54- 1 q•vv NM i DB 841- PG 991 r - _ _ I I ITS E CAAN 1 111,,,, I LiI PC 0 - SLIDE 376 ENGINEER ENGINEE0. x7 _ " - -- - I la: I d I^ f N °'P WTa• `1 I? k r';9 m IS676-36-7990 - u T Tfl Xi , rPV I! / I 4 U 1 1 r o I PorcelA =i u! G(1)©DR, 7 EarthTech PRELIMINARY PLANS iL „ ! I LOUISE P. KIDWELL I j °l z .l I ATywdltemationalLtd. Company DB 11 85 938 - PG 919 ©? O.. 5676-36-3453 INCOMPLE E PLANS n ?i l 111 I: II r i bST r. I E3 ^? , . / I i I` N ENGLISH Co. CONC? _ CO CO Ill) J I i I ISBKBUS % - I t4 : / 25 111 I< I;; ORADF6RD PROPERTIES ER '? I t,II Ill MITIGAB87IMPACTS ZONE 1 -Y2O- ?m OF G LLE• 2LLC 8 l - I I I I 1 -OB 1499 499 - PG 928 ?7??? 23s.,2• I Pl Sta 20+1413 PI Sta 26+92.43 7 =6T 41'56.0'fRT/L =If 23'2L8'(RT LOWES' INVESTMENT CORPORATIO/N 1 I I PCCSto. 25+01.98 :aee "a I l I I u OB 905 - PG 607 D = 6'00` 00.0' D = 3' 00'00.0' l I J? I 1 p I ??? / ^ 36' CONC 8 LT 1 DB 841- PG 991 `lcoflo L3 ii (Ew I ?? ' ` IIIIm PC D - SLIDE 376 L = IJ28 3Y L = 37965' 190.45' I {O I a i? ?? I0i 88 N? l III 5676-36-7990 ?IN R'= gg3.... _ ! TN n" l c RM marunl I 121 DGLENN B 861 RP6 6L..,' '?-, f esr I 1 . MITIGABPL e PMPACTS ZONE! 2 '''isBLReLLS R ,909b6 NiR 4uo 1 36. m m PC 0 - SLIDE II BS7 -?36'CRNC 1 S3 ° ?i m yli 5676-36-4357 H I I II o o I I? b u 85r Li I II _I? QI i XTA n ° Ill I - Q?o I III. ` i ?1T l a I SBN805 OCTOBER 2, 2006 P i y --III y 85. ? 1/y?{? A y'}1E y I /Ax Ly (? S I?0'-C-4'1?' ?]G CON- • I E ? jII!, II I - VII ILr\ +''1 1 1 / yr ?/ 011 E HILL eR d+l r xi r II lI 79 663 - x I 2_ s ?^ I ?IAS?' W f ?I _ 24 cap J PIS Sta !+96.31 Pl Sto 5+36.01 Pls Sta 8+73 4 O4W- 30 2'P GM I ',?M4yv ?? 2 LO LAT2'up 16¢xs-2s7 I I?U? i >I 1 = sLT ?cCJI Bs=226'75(1 134023.1(1) Bs=%226'15.0 ry° I rr 1 oza d x:77 Ls = 19500 D= 2' 30'00.0' Ls =esf95D0 SEE TIET' OAT + m u I i 89 BAXLEY COMMERCIAL PROPERilC3 -?j _I PpyppP - 9 I 36' CONC DB 1387 - PC 46"[ I ; Ap pTaO TByIS LT = I30.0I' L 54693' LT 130.0!' y,re' u a I cax,--? I I N Esr lw sY F F BENI =? soo ST = 65.0,1' T - 274.77' ST - 65.01' 65 T I• z - I i I I I N 18' tEMOVE w4 °I I-f x I J. F +D•oo i /J- 28+81b3 R = 229183' r % r0 v j' WW F N6 I r 'PTSta. /` r i ? 120. 56.80 I _ I PREFORMED Do I xrA CSP r H IiI RAYF D LILL_Y - 0.065x1-R- t D D _ MS ' L_ +O pp I _ . u 1 PREFORMFD 170.00' 't I / R 185.00' AR BD 715 - PG 580 CHOAD? R u° C SCOUR H I. I( END 8' ? .0, FENCE SCOUR M6 HAROLD B T - PG 79 g(] = --__ 76-46-1549 Ds 65 MPH e• 6 ° I '' 4 1 d-. 48' WW FENCE C Y20. +77 '. (Mony Exceptions) _ PREFORMED DOW 16 z _ i A 0 °40.0011 I F L- +80.00 150 rv + 00 SCOUR HOLE R AB' WW FENCE - D.ca O_K F T H7A 1 F- F- _ F- F f i_ - 1 OUT II ..E-_72•_ACP CIA55 r __F __ u +71.67 BEGIN 15•CSP Wit ELBOWS -6 1 •.4a ae c0 !?"o. -- ` FIP j LGIN BR10G +? ill ° a, I t L ROD AND LW?' F F_---F-___ F F O N 2GF8 1 ;I 'cONt JI ?" 270.96' 42'MDX I .' III BERM CUTTER V851FEVE GASKET --_-- _ F (v Cz ? 9.00 .= 3C ) 1 3 I 1ROD LB ° -s, 'o _ t I III I; -L- POT STA504+90.66 = is, aROE AN F ------ F 8 pyA, A, x7A Y C t 2GI-RUB AND L BERM GUTTER -Y20- POT STA 29+15.55 V 300' TAPER I? 36 r ? - 5' N4FI.1T GRATE S 38' 48' 49.0' S/S I I _ 198 2WA :L1T GRATE`, T _ Y01 LEFT & RIGHT -• . V I - P ' - ry2 +. .. _ - - - _ _ T T i ''^^ W o N -Y19RA- N conc. v.. H -- NTA N TSSto.0+6630 4"' , NAY6aai€ 4L- 1, 4-Li-j q/• N iry m 1 p' v CUIDERAIL N ?? _ - 4- - p /-- Q 17 _u z 'z II 1 IA C.C.` TYPE A4350 2G1-8 PROP. V) -L- N z GUIDEAAII FS I: _ 5 ONC f _ ?? ,ANC m _ «59.35 _ 1 O QD a N7A M-350 J+ I ^i I I I m 00 2G" % w? 36'C _ N _ yyq 1 w +60.11 BEGIN n y _ n a? Cy) P c _ REMO- -- - ~' W I BERM GUTTER ~ ---- -- - -- N ------ ?- -°_- N _ --1--------------- - ?y - In y' - I- N I I NM - ?y N ` 1 190 ; E II .' 3 111 2GI-8I I o i 2Gf-B Q o I W?FIAT GRATE 199 I? (/? - COV1C p. i 2 +09.31 f4D I IiI - END BRIDGE . '• - x WIFIAT GRATE WIF T2GF8 o ITYP. T GRATE 96 o H UL III CONC I -L' D ST 505+41.06 A. (n _ BERM m BARRI I 5 ND WALL fI - I O .U GUTT II Z G? B4D II'MSE WALL II i, 172.00' (139SOIIATI yx I SITE ---4F --- Z J - I 166.38' `y _/ ------ p na±dt. I G9 I __ 1 Z 1aar I ?lq- o f F F F' 1 ?T! V = F 111 6EGB4 I I25.14j_ NT) Rc'?'? x` f r l'I H C IN FENa Q II.• +50.A{ , ! EGA 1 ',, I E F I y ' II + I I Q C III +II 7 I 1140 36`,RT) MSE W 6 /? I i PAYED; c1N x x 3 BKdN b I 15D.ao' 90 I 100 I 11 1-_2DCR6 -4 +61,13 O I D. CRANVILLE MLLE 170. 166.91;1, I HAROLD RAYFORD LILLEYT OB 156 • PG NT I 150.00, 1+0.21' Y20. 13 I ?/ r-???? C + OB 715 • PO 580 5676.46.5843 243.00' I 56I6-46P 5,49 JJII OT 504+ 3o•Cac T1 (Mon)/Exceptions) II IEP " +00.00 47 LTI 8.0 .51 4 -v i ?ce° LL°N` ?0 R?°J 93. I - 19= RAM POrT 11 11 , SI +00.00 0+0000 47'Rr. 1'9- RAM $ A OC6G ---;??1J'CLDIFTON COWARD JR I :?I 8 I I I 10 .20 7 145.00' '+ '. 0 LT? •F F OB 860- PG 253 p r f II ?/ I F i.L,? 243:00' a u' T6-56-3234 _... 'W LAT 5' BASE DITCH V45' BERM ! 857 } EP S , r SESTA E 498+ 6 TO, STA 502+63 44 RT + 91 DErA1L #4 y _ 5 0 p LE AR SOCIATES. LLC CB 04' O H DB1 91 -G 618 II II: U J,° ?(( CI 0 N SITE 7 c _ PC F - SU P OE 117 I a I° oS s eus ill II r i 95 5 C I I 79 I iI I d IIFl o u°: I TRUSTEES OF FIFTHEENTH STREET 0 GOD N `?,F 4 oin DB 723 CHURCH - OF PG 122 I ?' I + I ?I 1 92 II k CAROLE HILL, et of -I I oB 686 - 405 u - yw 5616-46-4400 t? l e w 5676-35-75 1509 ?LVI -- STAi EMPLOYEES CREDT UNION - m3 -YI -.RD-} -------------- oe 981- PG 162 n m ISFO Pis Sto !+60.06 PI So 3 9136 = Pl St" 6+01.86 I I o 5676-46-1212 96 1 ?. I la o p rsro O FOR -L- PROFILE. SEE SHEET 53.0 AND 54.0 65 - 4- 48'QW-,L - -IF ' 20.4' T) 9s = 48'00.01 _- LS ° 24Ob0 D 4 00. Ls = 40.00' I ISFD D.GRANVILLE L LEY I DB 1078 -- PC 932 I '. FOR -Y19RA- PROFILE, SEE SHEET 60.0 LT = 160.06, L = 28.81' L = 60.06' 94 ' ST = 80.05' T 14.36' S = 80.05' MB 14 PC 7 FOR -Y19RD- PROFILE. SEE SHEET 61.0 R ? 1,432.39' ? ? I I CLIFTON COWARD JA. 5676.46-4582 a _ { Se - B .. N I DB 820 - PC 735 2+S RO = QQ?' w. $ OB 86° - PG 253 6 ?- W y? W FOR -Y20- PROFILE. SEE SHEET 70D = MPY1 4 I I I 567-46-3330 -? Jd?? DO NOT USE P01 ? CONRIAVLTION 00 NOT 1198 FOR /R AW0m710N I t 0 ??,.? WWW• 3 Ir PROJECT REFERENCE N0. SMEFT N0. 25108 ' w FLATIRON/UNITED R-&W -SHEET 27.0 f I I SHEET NO. 1 AJOINT VENTURE ROADWAY DESIGN HYDRAUUCS f I I MITIGABLE IMPACTS ZONE 1 L N ENGINEER ENGINEER ' EarthTech PRELIMINARY PLANS 0 1 I 1 LOWES INVESTMENT CORPORATION I j MITIGABLE IMPACTS ZONE 2 IL j ATyco lnlema6analLtd. C4mpany DB 905 - PG 607 f 1 J n j L ENGLISH DB 841- PG 991 PC 0- SLOE 376 f 5676-36-7990 f m j _L_ Porcei 8 Pls Sto 517+11.85 Pi Sto 525+8919 PIS Sto 534+19.63 ? es = 4' 30'00.0' A = 34' 59' 12.8' (LT) es = 4' 30'00.0" F-71 j I ?m I j Ls = 375.00' D = 224'00.0' Ls = 375.00' I I W I LT = 250.08' L = 1,457.79' LT = 250.08' U i i I l ST - 125.07' T = 75242' ST = 125.07 It c I R = 2387.32' i OCTOBER 2, 2006 I l _Se = 0.075 a Ds 0 Moa o 'i 5 ' ?, '' 97 ?iuCfE?-yl t I? 0 15 FOUND D0.LTON GCILLEY I DB 1055 - PC 843 .i I { O I I OB 979 - PC 327 . I I ( 1 - .Ly N : I I M - PG TICK B B-20-78 I>vJ .I 7? I I 5676I LT 17 '' r{ L_ + t+l i68. +0.00' " K6K {I ?, DALTON G. LILLEY ?. }}I ,' ED 08 IOOi-PG 789 M3 IB - PG 71 I Ii -1+11¢¢9 1 FIRST TRACT 60 74' I + 5676-37-8970 I G ., BEGIN CULVERT SITE 9 i' -L- POC TA5f4+9297 ?4i i:n E I Ii :2 00' 1 R I is W f ) Q 71' uPAAP , EST i TON Li ^... 1 EST 5 SY F.F. • L + m i F 150.001 ww *N /LT ....?-•?_ Y---7z-_I? ?. ' 13E- ?-+26.87 +3.77 NI %•'?i ? +61.7 150. 151.' ' PREFORMED 1150.00' F 599?T 62 90.56'N ?? 4w 5 I SCOUR HOLE C 1.. C 48' WW K CE R CHORD CL T' RIPRAP 0 3,@ d RCBRCBC EST3 TONS F 'SE. nA' I15' CSP ND2 ELBOWS EST 10 SY F.F. F ?-+-- 'PROP. PREFORMED IFtY gqtltlppTE .. =2.61 ROD AND LUG F _, C I GUIOERAIL C SCOUR HOLE L84 G,llj4n 202' WKSLEEVE GASKET _?'- I I N n ?fJ +50.00 ND SHOULDER F i µ F F F F BERM GUTTER F F_ ------ - - F F --F ' ' a N 300' TAPER 15 CSP 112 ELBOWS EGIN 48': T LEFT & RIGHT R00 AND lUG-? WW FF. 50, i O FS •l WKSIEEVE GASRFT 02 .-1 '+3?U TYP. '? TYPE 350 ?--? vi 18.64'-.. .251.69' (209) + 4 m _ ?OTE_ I LJ E ?? aaa 2C," K% W - 2G1-8 N GRATE 41 m o 08 n. = N o EP N O z 03 2C44 FS D7 g -L- w o ? r/ S i ' I'. F AL635 D. CLARK ? PROP. 2GI-8 117 OB 035 • PC 26C O N SPECIAL UT Y-0RCH C 5676.57-0739 0 1 ?? n rv _ o o STA 519+80 TO C 106 J a Q r 522+50 -L- RT I N O Cml ` SEE DETAIL, ii ; 0 RANDALAH Lr) CAT-) 5 SRKD I Ln a ?L;F?l? fu $ -al y 2G" 01 END CULVERT _ m I? 1 o W FIAT GRATE _')3_+263_a C 105 VERNA L. BROTCHIE o a61 i1 N H R , EIP F F 000 4F5 om 475 418 Y 1 , BERM CUTTER ( _--I--- - __?-_ f --? F --__-F -lr F BEGLN 48' F 11 F 12 F '. r 76-47-9401 -Y2L Z f 1 I END X48' WW FENCE O 5 pT 49.26 & ,19.43' "REMOVE ?'?:? m ? ?: g WW FENCE -1, +48.00 Er 75.00 J V k 4- +89 9T 106.89' ° O r; H7.74' + CMORD ?, `! G I 7 150. WW FENCE I © , I 48- WW "a ISBLKO \ 9.71 g7 +36.77 ; 1, i ice" Cl1 90 150.00' \ I OF +91.00 O u150.00' I I R. ' Gp T s ' 14912' xiR'• m 1 KEi ? ?. DB m °, ; {;I 1 `.\ ".I I 'g 1A• ,;' .i RAYFO G. :7r' HAROLD 715 A LILLEY II 1 F DAL 007 G f89 715 • PG PG 5d0 + DB 1OOY - PC LF-Y 15000' . ` \ MB 7 - PG 74 } Wan ExceDtl_o sl E y?_•. ?c. Second'.TracT •, 104:\. 1 O ` I y' ` 48.5E R? Y •46' \ 5676.37-8970 0''. 97 © O O ,. - \ 5 6p '. ,,,572m % P HA L. LITTLE 'O'? ?O N IK Sw 8.03' C 678 ALTON G. LILT Y NSF BiA S \ 124 57210'46'R (' 1Q $X ?` m 195.00' S 0 5616-4 •7194+ ?l _ 100 7 O w -. - -i vJ D MB B7 - PC 7 9 6a!"1: O BOJ 'AS Ph. i "'Y21' PC st(1. +6t. 2 + 103 o y FIRST TRACT ! A a O .-, PFMOYE F tSFD m s 5616-3T-8910 ? / / l Y m IOZ - LION W. R4S o '4q {,3 w / O N 0 N N ?eN T +40-95 A rS 4Rr z r 101 JAY G. JEWELL JR. N D5 76e46--6858 1 uD 1' ?/ ?y OPEC/S ?{ r F OF MISSIONARY CNURCH y? INS / J r v a OB 65 G 53 + 5 /feB? N N SR %. '"N ITT.. / i ST.0NN MI 05 R80 - PC 365 108 O ' ?p w 5676-46-6738 o f 761. d a / SS ? L GY J, 3 D,*, 6,pr? ?sA ?o"_ PC F - SLIDE 66•fi 6 l 5676-57-365 a+4•\? ?LA4.N RA ILlf J, aoN - om s? 7T D 2 cvbFn v /%/ 2?3jb ?>5 -,O= 5 -46- 69 `W L.'~m'? ISBLKD j5 v.. //_ // yZ IO7 ?-A JUNE W. WHITAKER ISFO } <Cl O8 830 - PC 40 r'ONOV.: ,gyp m ''• MB 17 - PG 31 v © I,-, I I Io?060 T'3E) ICI t •. / / A-,?OO1p'•'•t'.B 24 - PG 04 6 85 ?'.J} I F /? O 5516-57-3013 -Y21A- ?? PI Sto 39+85.07 PlSlo 49+39.95 FOR -L- PROFILE, SEE SHE 54.0 p = /2'29'07.9 (LT) 4 = 8'55'435'(LT) FOR -Y21- PROFILE. SEE SH ET 70.0 = ggg4?? L = 57J?? T= n894' \ T= 250.70' R = 229193' R = 229193' DD NOT VFB CONRYRUQ[ON INCOMPLE E PLANS W NOT U511 FOR /A ACOOIBTWN z,