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HomeMy WebLinkAbout20050785 All Versions_Site Plan_20061215 rti ?v J See Sheet I-A For Index of Sheets 0 N V W 0 1 l'?1 0 ' r r U lift [00 U O U h--TqT v ,-I E)N BERN , 10 N ? b US Rd ?. PRICER r11p= I CHOCOWNITY ?. _NC331 ? I co\ -L- FU! JTO.CJ?t%JJ4 ff-LMA IC= -L- POT' SIo.220+8320 R-25108 LA p, GRAPHIC SCALES DESIGN DATA 50 25 50 100 PLANS 50 25 0 50 100 .J_ I PROFILE (HORIZONTAL) ADT 1005 = 10,200 ADT 2030 = 19,600 DHV = 12% D = 60% T = B% (TTST 6% & DUAL 2% V = 70 mph STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PLANS FOR PROPOSED ROADWAY DESIGN SEA 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 FORK: GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING GUARDRAIL, STRUCTURES, CULVERTS p p f - END BRIDGE ! C -L- SYo. 491+26.42 ecnw en.Mr ( RAT[ Rm pft f !lam to ®T 1.C. R-2510B 1 Raa Matta R?Mmm IaMYtlat WBS 34440.3.7 MAF-75-3 6 CON PRELIMINARY PLANS DO Nff UM P FOR CAMA PERMIT APPLICATION OCTOBER E7.2006 1 iy /"0" YIl ?? ' 1 GRIMES RA x'19- u b€ r . Y7JA- i S264 ffff 5M ST. / f ? WASHINGTON BEGIN CULVERT' END CULVERT' 1 -L- SIF 514-t92.87 - sta. 58726m- PROJECT' R- USII ENDTIC 5Ta5617? 4:d ? g I -L POC Sta. 52+ 9,p - eR, DEC l 5 2006 FARM ROl 1 ltiaU1L1 )RIDGE WC IC#PIl7M j?9ff?RN?IdAf OftAN04 THIS IS A C0lvTfi0UED-ACCESS?IECT WITH ACCESS BEING LIMBED TO INTERCHANGES ^ PARTIAL COWTRIXM -ACCESS IS PROVIDED AT THE SOUTH AND NORTH ENDS OF THE PROJECT WITH ACCESS BEING UNITED TO POINTS AS SHOWN ON THE PLANS PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARIES OF CHOLl7B'INRY AND WASHIWON ilp Piemredin MR wflrm916 lir RVnaerrrrre cvrnrcca PROJECT LENGTH LENGTH ROADWAY TIP PROJECT R-25 10B = 3.898 MILES LENGTH STRUCTURES TIP PROJECT R-25108 : 2.942 MILES TOTAL LENGTH TIP PROJECT R-2510B _ 6.840 MILES RIGHT OF WAY DATE: LETTING DATE: c =T ?G ? ENSL e-5 ?qy Fe, jFLATIRON/UNITED EarthTech IOR STANDARD SPRCW1GA70NS PS C. YOM SRRAAM.P.R ROADWAY DESIGN PRUJRCT wmDa" ENGINEER 15M ST t- Wa.-GOT 3oILMLY RCBC RRPDf ALKAEr.WP& PRORCT A&gw SA t r. r DIVISION OF A37GHWAYS STATE OF NORTII CAROLINA Note: Not to Scale / FLATIRON/UNITED *S.U.E = subsurface UWb Engineering STATE OF NORTH CAROLINA ? AJomrrVEMmx DIVISION OF HIGHWAYS ? Earth"Fech UL com CONVENTIONAL PLAN SHEET SYMBOLS '' ?m BOUNDARIES AND PROPERTY State Line • County Une Township Line City Line Reservation Una - - - Property Una Existing Iron Pin Q Property Comer --------- K Property Monument 0 Parcel/Sequence Number Existing Fence Line -x-x-x- Proposed Woven Wire Fence e, Proposed Chain Link Fence e Proposed Barbed Wire Fence 0 Existing Wetland Boundary ----.a---- o, Proposed Wetland Boundary -?- z N Existing High Quality Wetland Boundary -- a ?- Existing Endangered Animal Boundary ?- Existing Endangered Plant Boundary a"- BUILDINGS AND OTILR CULTURE. Gas Pump Vent or UG Tank Cap 0 Si 0 gn Well Small Mine ANN Foundation Area Outline O Cemetery 0 Building School 17-1-1 Church 1i Dam HYDROLOGY.- Stream or Body of Water - Hydro, Pool or Reservoir River Basin Buffer -RBe " Flow Arrow 4----- Disappearing Stream o^? Spring Swamp Marsh 3 Proposed Lateral, Tail, Head Ditch False Sump a?a RAILROADS. Standard Gauge rsx rwwsnwrapx RR Signal Milepost ,, is Switch SWCH RR Abandoned - - - RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker E i i Ri h f W i x st ng t o g ay L ne - P d Ri h f W ropose g t o ay Line -®- Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way line with Concrete or Granite Marker Existing Control of Access - - Proposed Control of Access ?- Existing Easement Line --E-- Proposed Temporary Construction Easement- -E Proposed Temporary Drainage Easement- -mE- Proposed Permanent Drainage Easement- -PDE- Proposed Permanent Utility Easement -PUE- ROADS AND RF,L9TFD FEATURES.- Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut ---g--- Proposed Slope Stakes Fill --- F--- Proposed Wheel Chair Ramp Curb Cut for Future Wheel Choir Ramp - cr Existing Metal Guardrail Proposed Guardrail i E i C bl id l n n x st ng a e Gu eroi Proposed Cable Guideroil n n n n Equality Symbol Pavement Removal VEGETATION. Single Tree 4 Single Shrub o Hedge ^ ^ ^rr Woods Line Orchard Q 4 Vineyard vtnexara EXISTING STRUCTURES.- MAJOR: Bridge, Tunnel or Box Culvert 0 Bridge Wing Wall, Head Wall and End Wall - coxc rK MINOR: Head and End Wall Pipe Culvert Footbridge ? < Drainage Box: Catch Basin, DI or JB Elca Paved Ditch Gutter ----- Stone Sewer Manhole Stone Sewer S UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole l Proposed Joint Use Pole -? Power Manhole 0 Power Line Tower Power Transformer 8 LPG Power Cable Hand Hole H-Frame Pole ?--? Recorded UG Power Line Designated LIG Power Line (S.U.E.*) - - - -t- - - - TELEPHONE: Existing Telephone Pole + Proposed Telephone Pole -0- Telephone Manhole 0 Telephone Booth 0 Telephone Pedestal m Telephone Cell Tower UG Telephone Cable Hand Hole Recorded UG Tele hone Cable p Designated LPG Telephone Cable (S.U.E*)- ----t---- Recorded UG Telephone Conduit n Designated UG Telephone Conduit (S.U.E.*)- ----R--- Recorded UG Fiber Optics Cable Designated UG Fiber Optics Cable (S.U.E.'r ----I ---- PRELIMINARY PLANS W N" W= me COMMU M WATER: Water Manhole 0 Water Meter O Water Valve Water Hydrant .0 Recorded UG Water Une Designated UG Water Line (S.U.E.* -- ------- Above Ground Water Line A/C Water TV: TV Satellite Dish K TV Pedestal 10 TV Tower UG TV Cable Hand Hole 19 Recorded UG TV Cable r Designated UG TV Cable (S.U.E.*) ----n---- Recorded UG Fiber Optic Cable -K ro- Designated UG Fiber Optic Cable (S.U.E.*r- ---rro--- GAS: Gas Valve 0 Gas Meter Q Recorded UG Gas Line Designated UG Gas Line (S.U.E.*) -- ----"--- Above Ground Gas Line Ads Cos SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout p UG Sanitary Sewer Line -xi- Above Ground Sanitary Sewer uc weary sower Recorded SS Forced Main Line- Designated SS Forced Main Line (S.U.E.*) - ----?---- MISCELLANEOUS: Utility Pole Utility Pole with Base D Utility Located Object p Utility Traffic Signal Box 9 Utility Unknown LPG Line - UG Tank; Water, Gas, Oil AwG Tank; Water, Gas, Oil 0 UG Test Hole (S.U.E.*) Abandoned According to Utility Records - AATUR End of Information E.O.I. Pis Sk 22++8963 PISto 236+4931 PIS Ste 247+2359 ? (R!J ' = 35LtOD D = 2 DD ODD' la - 3500D LT - 233-W L = cWV.w LT - 233-V Sr-1167r R-1 Sr-II67r i a So OD55 2cnMr C my s An MPH \tz/ \ r t-r+i ltzvdri u?rI 1 cv JaNT VENTURE \ row EarthTech A Tyco InWratioNl Ltd. Company G LAN O,Er.M NN? 16611 ENWNEER 84MNfiER PRELIMINARY PLANS Do mar un Fail rnunocnox Y V/ V1 V1 N Q V) Z V Q =v ' i ?1 ! i A/ as s Ls LT = ST P(ND WE 3OF LAT V-0R01 W5' N3M STA 755+40 O STA 256+60 -L- LT see DETAIL #12' SPECIAL IAT V-DDCH S A 256+60 TO SU 256+50 -L- LT C SEE DETAIL t1 ? c PIv c R =190988' So-0.07 Ro s 21000' DS - 60 MPH O ?D F V1 o ? Q) FS 2 vJ ? i N ?? n v V rE eaz k -r -TM'42- PI Stu 7+2563 Pis Sto 12+9285 A - 30'23'059 UU) 9s = 3'09'000' D - 3'00'000' Ls = 21000' L =1412.83' U =14002 T = 51883' ST = 7002' cc 0• 26" F f- CC F F F F `. F wE SCE TOE PAoTECTIom WE STA.259+90 To 261+50 k rt SEE DEWL#17 ?. w r- 0 MY W. emy ? CO ER E V. PHEM 52100- re m 6101-10 52 N O s AIN NOROYrETJLL. oa000 90.w 100.00' N/ C c c c ?a a c \ 11.,\ c c ,rAT. FOR -L- PROFILE, SEE SHEET 440 FOR -YIORB- PROFILE, SEE SHEET 570 & 580 FOR -YIORC- PROFILE, SEE SHEET 580 P/5 ft REMOVAL OF EXISTING PAVEMENT Ls L TT T s 10 16:0y \ \ Sd?ER ` \ FS c AJOD67'VVNMM EarthTech ATIROhAaag"UtCanp" 114G NM MWNM Y PLANS P"L4VUM. DO 27oluno cEnE Q 11 0 91AY + 07. co IN-9.10 C) m W91 c c 2W 'PS } USN C S Z C Sd i B 1il c _a FS T `L F$ 2GI m FS '-- 201 Y 02 C? TIE TSSf B. I /IS r^- cl? W Q v! •JW U? h -\\ .. 150.'0' \ \\\ Do• 77.11 IL \ S. ANN MCROY, MAL \ tM ? ?Q YIORC- PLSto 5.10788 PIS Ste 740051 ?' A - B23'159(RT) 6s = 228'150 \ D - 230'000 is `19500 So ¦ 0085 r r / s DS - 65 MPH ?? 0 it 10, I$0A moita BEFEAENCE N0, SHEET NO. - FLATIRON/UNITED R-*Wo M N s o AJowrVENnmW ROADWAY DESIGN NYDRAIAICS ENGINEER ENGINEER EarthTech PRELIMINAA, Y PLANS AT1mmmmtion aw.cmm 00 NOr UM PC, COMMULTSM ISBKD WHARD A.wJ.E mem- 24 w A J. 0U1lIRE O ? ? ESTATE IN -30 4 O Q 26 STD. sm DD01 v STA. 280+75 TO 281+50 IT 4- O D ` Pis Stn 271+759 P1 Sk 256+30,87 PIS Sb 29841376 \ T.00Y0 n se ro R4 Os ¦ 330'009 A ¦ 5006'190(LT) Os ¦ 3'30000 w- C Ls ¦ 35000' D ¦ 200000 Ls ¦ 350DO' Z ww IT UT¦1 233-V L - 2.W528' LT 233-V T- ST¦l 15o.W eERWA COOLEY JDIES,N d R ¦ ]q 0e270•PC Sm ¦ ` ESTATE In{ n \ PC e - SLOE 229 Ro ¦ 35 N Ds - 70 MPH D Q O ` - C 130.GD' STA 237+50 To 290+00 L IT N 200' TAPER c c 120.ar G c + rv FS? c c 37 o.ar C C N Mrs, N N C `,_ .. 2 54 ° c C _, - s0o_ c c ` C c ? O 24 CSP _.._ ..? .+ . WiElBOWR m 058 c c c c Nv ` 61 24 M-0 2GI-.D TV ~ 2 z+ GUIDEAAI /1 rn 24• ` Q ^ F 2r FS 1S, 5, FS 62 N "ky . PROP. ... 2G" - D Q GUIDERAIL -' - N b ` -8 F c c E5 D` c m 2GF1 gm zGIL-S c c' F -YIRD- c c c c f Sk 0+8343 Pl Sk 444696 PIS Sts 8+N,42 Pis Sls 13+W.81 P1 9d 16+51!3 PIS Sb N)40289 C G G F 015'450 p ! 3 ??) 9s- 0'18'450 6s ¦ 4'48'000 A + 13Y8'12NRT) 9s+ 4'48'000 C F \ Ls 25-0 Ls ¦ 24000' D 4'00000 !s 240.00 F? ¦ L ¦ 64175' LT ¦ 83JY LT ¦ AMW L ¦ 34508' LT ¦ NOW ,--i F + T BASE DITCH T ¦ 323-V Sr ¦ 410' Sr ¦ 8OD5' T ¦ ff3.V ST ¦ MW F F ISOM O EST DDE TO CY R ¦ NOW R ¦ OM W F C F + SM DETAIL f12 / O Se ¦ 0015 so RIC -0,08 ODS F .? + 240 75 . " Db ? POKE Dt¦ 60 QCQQ f F ":c F 75 SCSft 10", c h? \ \ / a LL)W .. tT7• ./ . G 75.00' SPIECIIAL TO +00 -YtoRD- IT LAT WD 1- SEE STA 12 (%' f O'TTP.+ - \\ F r F + C DEET+, IS+SO-nDRD-lT + O AIL F F f F F \ •0 ° 01¢TT! Nro /SD . Y - POTS1a 1640958 PC e - sm 223 b SST6iT•2Dt3 •` , 9 o TYoOE 0 l8• WW FENCE t.? + ti D A is+sD -n5- IT CIL IT T s NS EST, E SEE D 'IL Tit - ` BEE DETAIL REMOVAL OF EXISTING PAVEMENT DD.W ES ^J EST U SY F.F. 45, ' C EMO W 2' BASE DITCH 1W5' BERM 100.00 STA 15+50 TO STA 20+00 YIORD- LT O 29 ?,Q r SEE DETAIL A9 22 All Lots PROPERTY OF •y' ` ,\? ?fp• FOR -L- PROFILE, SEE SHEET 45D F. HUNTER LAMEREKE J. POCK OB a -PC 3809E S 3 15 g x FOR -YIORD- PROFILE, SEE SHEET 59D 0ea-roM FcP•sLCEn-n s, FOR Yl3- PROFILE, SEE SHEET 67D 22 0 1 a3 II 1539 3 UN NOW DOUGLAS A. FOY 1 / Deers - ro ro Q s 0 JAMES T. BOYO 0 go- ro D1 28 ELIZABETH P. SLOAN D$ TPA -PC ISO PC B - SLIDE M 5p? M -rIOR0_ Pis Sla 8+14.42 PI S10 4+1898 Pls Ste 0+8313 es ¦ 018'150' A- 3'M198fRT1 9s - 018'450 Ls ¦ 12500' D - 030 000' Ls ¦ 125W LT ¦ 83.3Y L ¦ 64775' LT ¦ 83JY ST ¦ 4/Zr T - 321W Sr - WiSr R - 11,?G Ss - OOT5 RD - 12500 Ds - TO MPH EMREAIOVAL OF EXISTING PAVEMENT 28 ELIZABETH P. SLOAN BBM-Pe430 PC e - sum eye 5674 -9-2110 Traof ¦ FLATIRON/UNITED O \ AJOeYTVENR1Re JOHN F.NIR,6t rot os?-roa EarthTech \ Alyce InIvnetional Ltd. Company la 000 lfyy X. ,J WVV SIFT NO. PNGINM PNGINEM PRELIM IN Y PLANS DO „ar oa anrnvcnoK 28 ELIZABETH P.SLOAN 08 T72 - P6 430 PC 8 - AIDE 221 BcTfEF-2877 Tract a IR, 28 \ IY ELIZABETH P.SLOAN t - \ DB TT2 -1111, 470 SPECIAL uT V-OM:I PC B - AIDE 221 SEA 308+00 TO 310+70 J. LT 58TfR-, \ ) ^ ^? SEE MAX Il Trout 0 m `'1 \ na i ?+ lib + i 125.00' ? S 110.07 48- WW C c c C X70 c c c c c F\ F F - C 15' YPH ?.' O ? Q 2GFJ I's +25.08 N .. ............. ..... ... ..,._.,. .. l LIJ (n m 'v 68 FS -L- N 6*2r2 'E (72) 1 I l .. +38.55 " ° 2 RW_z N y N of 0 JOIN F. NTT, at LOE 0810% - K 778 5i6A-N?88q F F c c c P7 300' TAPER c W CLV C L ET a T, EST 21 SY F F SPECIAL PAT 7 WE DITCH . J . . L , , SY FF. STA 309+50 70 STA 315+50 44 IT SEE DETAIL A7 Z + + 07 130 076 + 146 07 170. . 146.07 . 10.00' 130.00' Q frill a 1149 I SFSU1 LAT Y-DETCH STA 308+50 TO STA 309+50 -I. IT SEE DETAIL ii 29 / ELIZABETH P.SLOAN / as Tit - Po 670 / PC B - SIDE !28 SBTrout to 21 Trout MREMOVAL OF EXISTING PAVEMENT C CLNW Y I ESTW1 TON CL 11, NPIR EST 5 SY F.F. EST 5 TONS E R 11 F.F. l 1.260' TAPER LT. A ?- 28 ELRABEIN P. SLOAN 1 08 m - P8 630 PC 6 - AIDE 2t! 587117-2127 Trout a FLATIRON/UNITED A.J000E'YWCFUM EarthTech ATTw YASmBoml LK Company SFECUI r USE CUE DDCH STA 321+00 TO STA 323+50 a. ET SEE DETM #14 c c c C -. t 125.07 SPECIAL + 0 4- KI STA 371+50 TO Sq 377+50 -l- RI RYF SHEET NO. ENGINEER ENGINEER PRELIMIN Y PLANS ro NOT L Lc .PLAr N 00 Z u' ,„ y Ww ~ Q .. N j V Q FOR -L- PROFILE. SEE SHEET 466 0 O LLJ V) LLJ I to = Q c N t?Q C Z CL i? REMOVAL OF EXISTING PAVEMEh7 FLATIRON/UNITED / AJOIMTVENTURE r44 x EarthTech / ATyml*ffwb WlftLCwopFm ly 11 \ Y- , 1 \ ! Y 11 -lL \ Y- / / JOHN F.NTT.Bt uu N 0o Will - Pa 331 / 1 ? / `t pcyp ? / S66+40-61111113 // ?? 1 ? / r .>v 'x[ a X- Y X }_ i t ? ?. ROM IL MOM Y oa W - P126 SPECIAL 2' BASE CUE DITCH SEF 0321+IL #14 00 TO STA 323+50 k LT _ N?? l I ?- I X / / / / :Y Y ,DD.ad r !mf =? FE ?. .? I I ? C / / . ?. c c k +50.00 c 1 DA 4N - III BEGIN FREE 7/* c y' =Y. 7S ?aLf TYPE II SCU"M DISCKARGE `I C\ _ C i_ I/ / I I I I JV; c c y-/ Ve? -1 RjL4-0;A- I I Y ToNS -pow , +50.01) 01Y SY Fl. ? . 5 ES 1' MORN PERMANEW ROCK CHECK DAM i ?.. I )r ESE S TONS ESE U $Y F.F. LATERAL 10 R1+?00 ?W YBERM 1 SEE DETAIL PIP 1260'TAPER \ SPECIAL SEA 331++5 30 T TO O ST SEA 373+50 -t- ITT SEE DETAIL fl 35 ? X T ?, \ JOM F. NTT. Et 11t \ DID pX.PC 331 BIIFI?tlq .q19 ?". v: v 28 \ . . Y Y EUTABETN P.SLOAN Dill m•PC430 t PC 8-SLIDE 221 ? 567+4T-200 TroOt 21 \ y f "I 9'. 28 / EUtABETN P.$LOAN \ 431) CBs A Pc P 1-IDE 221 l \ TTrmt 24 i 7 -Y Y- O 80811 R. MOORE OBM-pa 25 Y.. J- i J Q ?t ¦ACCAWAT FARMS. LLC OBw"-PO"0 Y. I FOR -L- PROFILE. SEE SHEET 450 AND 470 NO. ENGINEER ENGINEER PLANS PRSLIMIN Y ahrnucPCN m mar ols 4 Y. \ l\ 3 Y. J Y. Y r"?R Y OBw•P9, 111 W U) T A v/ \ \ \ \ \ \ M\ PROJECT Isfi9@Iml NO. SHEET \ \ REMOVAL OF EXSTING I AVEMENT\ \ \ \ I / FLATIRON/UNITED -2SW ?7 NO r? ?, '? \ W .`? \ \ \ '? \ I AJORRVF.NNR6 DESKH XYOeAIIIIC AL, 1 _G., ENMNEER \ \ ?? 9) Earth Tech ELIMIN Y PLAN : \ 12 \ \ \ \ \ ATywIftroVaulLtd. CanOSm DO Nor UM cntannnott 42 \ \ \ _X \ ROM RMOORE \\ \ \ \ '?- Y \? \ \ nV \\\ \ Y \Y \\ \ 0e4-PO 25 \ \ S??U" \ \ e \ Y X_ Y ? \ \ \ M ? \ \ 4a \ \ \ \ \\ to ?? +20.16 - 169.72 + + 457.97 Y \ \ ?' Y \ \ \ 43 \ 44 Y REVOCABLE ?u Y TRUST \ \ \ \ \ \ , g est - PC s» \ \ BB I= - PC JAS UfIUrff E?ENr K Y_ m 684 - PC 25 x 39 - GARY R. ERN i R091T A ERN \\ %m \\\ \ \ C wIle•PO? Y \\ ??\,?p\ on wr PC so Jv_ 52.57' \ \ \ .W \ \ r. 2K Y US L. F \ \\\ 100. - STA \ \ 100.ar O h \\\ e0cm DA Ful X Y_ < 100A5' v 100.ar \\\ \\? Y Y ioo.ow \\\' LLJ z \k\ Y_ ?i7 N \\ '1', N Ifl O V lO mi 4_1 Q N \ T _ N N R a N Y } T N 0 Y r. X Y \ \ \ \\ \ " \\ v. W \ W z \ \ ?, + s j i00.ar \ \ ?? ,os.ar 43 Y c 100.0(r BID 0\ \ \y 0 (s) Al IN \ E caE Jr. V w "T -PC w Y \ i- v ? f II. \ Vi \s\ \ Iili-,ER C6NS'RUCIION Y? FOR -L- PROf#_E,SEE SHEET 47A f Gorr LERN i ROBERT A. ERN y. s. `l. \ \ t oa es - PC 345 45 k 0 FOR -Y14- PROFILE, SEE SHEET 67D ee m - PB Ne Y. \\ `?\ NOMW CAROLM 1\ N 3 rACCArAT EARNS, uc Y \ \ \? \ coNCa eemArAiaN - PC 70 q w ? - ro \ FOR -YI5- PROFILE ; SEE SHEET 68A Y. W \ \ \ ?? \ 1, some Trout _ TO my? Y \ y \\ \ \ i PROJECT REFERENCE NO. SHEET NO, FLATIRON/UNITED R% ? fAo RYS \ \ \ \ Y O AJOIM VENTURE ROADWAY ENGINEER \ \ \ ` \ r\ ?O \ \ \\ ELF TR?r EarthTeCh PRELIMINp PLANS \ ELRABETN M NOON \ \ / ???.?`?? ro aoz w rna?ntocnmP \ 00 ?! - ro T \ \ 'i Y AT1?IMenetionelltd.Compew t. \ \ \ t Y \ \ \ \ \ \ FOR -L- PROFILE, SEE SHEET 47A AND 46.0 \\ \ \ \ \ FOR -Y15- PROFILE, SEE SHEET 66D e\\ \ ? FOR -Y16- PROFILE; SEE SHEEP 66A s 3 \` 379.41' ` \ r REMOVAL OF EXISTING PAVEMENT W E NT I 3713+ \r.., \ \ \ Y 0o HERS x JOSEPH 00210-PCm y? M ?Y I It ? ? Y \ \ ? \ \r `\ \ r+S Y ITW I j Y Y \t \ \?\ \ e\4' {, \ Y ELIZABETH REVOCABLE OI 121- PC 725 (2 \ \ \ Y' 1 Y. -L- POT I, Y I?w Y?\f Y STA I6+J250 y t \ \ \ Q y?xM-Poa?, ns Y \\\ '\\?? .\ `\ -L-POTC31AF y- Y _y_ 10 \ 3 v l/v Y. t 1000..oa I IW. 100.00' 100.00 \ \ ` 2 0 FH Y Y Y \`.\ \? W 14 °c W / \r \? \ Y Y W K Y Y. \ Y Y \ \ \ V1 43 O - \ N N UI ryry?? .? \ N tll? N ? VJ Y/ O N _K \ N O y •MI YYKK \ io G io a a \ .. / - W - -- --- TEMPoRARY T SMlSSX1N LINE TO l REMOVED- \ ------? \ 2 W r-- 0 ?---- ------- \ Z Y ?\\ + 4- Y.. \. \ V ? V \ 110.00 !100.0° \ \. Y110.00' 110.00 t\ ??\ $yY Q \ \ \\? Y Y. Y. Y\ Y. \ \ 4T ea" EO JR? MARSHALL T.SHOLETOII o\ y. \ JOSEPH bPATRIMHERS =n \ \\ aw-po 950 JOSEPH IL PATRICK, HERS 3 ' Os 210 - PC 111 .Y.. we 22 - PC I .Y Do !10-roR0 1.. c RALROAD i NORTH CAROLIG HAROLD L. SPENCER s oEPTOB sTR rAn°"/ w alp - PC 211 / PC F - SLIDE 111-2 SwarO T?aaf \ r; t.,t \ \ Y ( ?. \ TRACT V \. Z y HAROLD L. SPENCER oe A110 - ro 211 Z ? ,9 1' \ ?;,?\ Y ?' Y- i \ '? \ \ Y: ro P SIRE IF2 TIRACT j, JBUSY V. SLOM & AYNEE M.ERICOIRT \ /S 'A' A / Y _T. Y. \ \ /. ?? N _?x m' f.. f MOKICT AErae+ce NO. SHEET 2510B 1 FLATIRON/UNITED R- 6W SHEFF NO. IQ / I AJOIWrVENTUR6 ROADWAY DESIGN HYDRAULIC ENGINEER ENGINEER \--------- wwsxAtLt '' & EarthTech Tsr«xEtaM ! f ? ? PRBLIMINT YPLANE MI:-Po 91 I o j? ATycoin6droHRRtUdCompany ? commvcnow \/ / / \ \ / y POND 100.00' IlrIV,11 ? W l ti X /W i 0 9 H N QI 1? O N D ?. t^ y N W N ti ' r Y_ Y 1 Y _ rat r .\ I .?. Y_ j Lij 2 \ y IDOL L Y II Y t \\\ I (1 \ \\ \ \ ` ?. Y Y / `t' BOIfE LSNBIETOM Ji• %? MARSHALL T. SINGLETON Dill My PC J. A? \ \ \ Y 51 t. \ 'O??yq???, \?n \ \ y- ?K /. xARaD L \ F \\ \\ ?: y l BI IOU - 7f1 \'\? F? \\ \ Y. / . ,/ ?C • SIDE r \? IF SLIDE \ \ ?? F Y 7RWT 'C' 3 ?_sc?_ rono \ \\ s \. r Y l \yy Y: \\\ ` \ \ \\ 4\ Y \\\\\\ f V7 N N O N y N O e (Tcl J V Q Y \\? u \\ \ \ ' Y: \ .s4' t 52 \ \ 0 r HAROLD L SPENCER \ \ \ \\ Do Im - PC 2" PC F -SLOE IFi kN,E6, 7RACi .A. \ N7pza, ` Z \ \ REMOVAL OF EXISTING PAVEMENT \\ „` \ ?.I 4;4 ? FOR -L- PROFILE, SEE SHEET 48.0 \\ / !y y ? F PaOACE REFERENCE NO. MEET NO ?. ?. \ \ ,' l / lI FLATIRON/UNITED R ,w ?T NO. Ni o \ , OT9 4 AJOIHTVEwnjKs AOAUWAAYDESIGN ? CS L x ` \ il; ! EarthTech PRELIMIN Y PLANS / Y- - K O Y. // m Y Y. M RA I T SINGLETON SmmETOd ONA ! / ` Y y Y_ Y Y- Y y y Y- oe W - PO 961 NO2-PC5 1 / y /IIIIll ?. ! I/ ?lll PATTE ALDOLON BONNE LSpOIETON JR.? // DB L6 - PC 3p MARSRAIL T. SINGLETON YR- /l IL PC C - SLIDE 92 1 ` - O11E2 - PC sa P1 !lo 5.11;6"1 ? L 34T21' ll T = I7373' fA/ Y. - / r Ln w //??? Q Y. Y. Y Y_ -Y. r Y. C aft-14 A -YIT- STAH+8429 = ioooo• /i` /!??/ ? mw? ?•r ?I . W / 55 Y i ?? 1 + , T t4i BRENDA L. COWARD e / 1 toDOO w, ?• /i os - row 08 %4CV LXJ OF ? V_ (/) 100.0 `K j' LLJ ~ N N m C* Y w?` 1wry\? ¢? ' \ y IV / f $ y N N 1/ y?M/ O N / ~ N O P? IV! id ;D CL U -25 2t if ? i iff '' i Lti €d Z ioo.ow ' ?. W X ZI -X IV AA _ J T Q) 4, v v too.on Y O .E Y Y. Y Y. toooo \ Q PATTIE IL DOWN L os M - Po 301 PC C - nnc 99t Y- Y- J. f l // Y y 57 y y Y Y W. y. `. q r:rAa?rTON u w• OB 1060 - 535 4 f ? `C. BOBBY E.CODfEY JA. ? Y y' •e. y- Y. DB 190 - PC M/ r_ REMOVAL OF EXISTING PAVEMENT FOR -L- PROFILE, SEE SHEET 480 A40 49A Y- FOR Yl7- PROFILE, SEE SHEET 680 3 1 r Sdti? / ? -- ... `i. y_ y PWNCY AEflUIBICE NQ SHEET y Y _? L r44 FLATIRONIUNITED R-NSSHEEr NO n.( AJOENYVE TIHM E DAY DESIGN HIDRM= Y EarthTech PRELIMIN Y PLANS ATycola<dnafimallid.Campsm 00 Nm un wwamtium 1 Y Y Y Y. Y `X K Y Y Y 1' Y Y Y _Y_ Y_ Y Y_ O :Y Y_ K Y_ Y_ X BONELSINCL HJL& Y MARSHALL T.SIICLETON Y. Y. OB R :PC 9w Y 'X Y Y_ Y_ we 2 ?PC a X Y Y Y_ Y. Y. Y Y. y Y Y Y Y. Y- ] Y Y Y Y _X -)L X Y Y. Y_ X y Y. ?. Y Y_ -r: Y O Y Y )L 2L -)L oo' - Y Y. 0 3_1 -)L \A1 S :i Y Y_ _Y_ Y: X. Y Y_ )L -)L LQ Y. v Y Y Y W ?l N N - - Y Y N 4 O 4- o N ° O O - N 1 N N N y O N y N - Zo a Y g Y d Jl_ y Y YL Y _Y X W Z W_ Y. Y, y Y. Y Y. Y Y Y Y Y. Y Y Y. IOO.OP Z Z- r: ?. V w X. X Y_ Y_ X .Y Y. Y " Y. 5 r 4 T, ? Y Y Y Y Y y Y BONE 6 SIJOLEION t C MARSHALL T.SIBLOON \ y. i y -. CI IR PC ISI - V'. y. V' MI 2 y16 91 J'. X T. ?I 51 3 Y BBB I= PC ?M \ Y ? ? _Y_ ffi VAL OF..EXISrING PAVENFSNf FOR -L- PROFILE, SEE SHEEP 49A $w$ Y. _?L Y l FLATIRONlUNvT?D r ROADWAY DESIGN HYDRALAX BlE;INHR ENGINEER Y EarthTech ATIRRIMa aWmllld.Impa ry P"LIMM IND NOr oa Y PLANS CCM=VCn N r Z 0 1 laill fl Kh O I'Wt tV ^^ V ''W '1 1 '1 rWr^ V/ of r Q Lti Q T4 l'`1) TW U-i r\r^^ VI WV) 4 M? \K Y VJ U Q nCUUrAL Ur CAWI IlVb rrvCMUMI rurE -L- rnurn.C, JCC JnCCI 9yu Mu WAJ ?r w. W Kam (? _ \„ rR -25108 19.G YFLATIRON/UNITED UN SHEET NO. AJOINTVENIURE Y DESIGN HEDRALIRICS .Y NEER ENGINEER EarthTech ELIMIN RY PLANS 0whifanatimIULCmroBq r Ear va cmaalumm 1 , ?. ?_ ) r YX- W Y1' y- DOWK LSWOLETOM JR > ?ry MAR9WLL T.SWMETON "% ?. Y Y Y. Y. Y- Y Y X -)r- Y Y Y Y- Y. O Y- Y Y- Y =r Y g ,Y Y Y Y. Y Y y Y ( N ?uY- J W iooar W_ ?_ ,? .Y Y Lu Lu ? Y 01 Y :Y Y. Y Z 0 S Lu Y :Y. Y w CLOSED DECK CLOSED DECK =M%C. N GWON PAD ` LI , eti IJ END F 0 O Y) `i_ „ N lam O N W &I ca" r. N T7 E-? .41 4 o aaaa? END RGE Y? ? ? a $ N F N + a s scullm GABION PAD Vl b LLJ Y .)r- tOG1M 011 DRAINAGE Sym g? U Y V Q Q 100.UD' ?- Y. ,Y " ! 4 ?w .Y. Y _)r x Y r :9- Y Y. Y. Y. o Y rJ R- y Y W_ Y ]k Y W_ Y Y N5 AF• Y, 0 `Y Y. ,Y ?. Y F M AL u TOo W-Po 181 X- D/ NR V_ MB 1- PC R Y Y C Y- ? w N v' 1 REMOVAL OF EXISrINB PAVENENr FFOR -L- PROFILE SEE SHEET 50D $? N Z 0 aa,? W Z V1 O O 4O 'r^ W N W J Q ! -),, O um MINUMAL 9C W - PC 9!C U02 Paz 5 FLATIRON/UNITED AJOINTY6tIURE EarthTech ATtcaI Iftnafional Ltd. Company i e A? 59 STEPHEN RHEA a TO - PC 360 kTC-0-20T4 =REMOVAL OF EXISTING PAVEMENT FOR -L- PROFILE, SEE SHEET 50D AND 51A EMMMI @WINER PgED-W Y PLANS ro aaoa as cnvanavca>v+ Z.JY j v Q r^ It i' 0 N i 20 TAN RNER '\e O O N W Z W W °o M V) U-j j U Q v ¢ti a yy Y CLOSED 6RK DRAINAGE SYSDTA r CANON 1? N" SEGIE D SCDEIDS Y y Y Ioo.w -T. FLATIRON/UNITED AW SHEET W. AJOINTVP.RTIAm ROADWAY DESIGN HYDRAWC ENGINEER ENGINEER EarthTech PRELIMIN Y PLAN: ATyco Intu61cal LK T.RRpBfq oo nor W. DENRRD rim Rz, eI Z } J. DAN RN91 JP- M 743 - PD MD eti 5976-D-MI )L X Y Y- Y 59 -T3 ,. STUM N MEN 00 743 - PD 360 S6T9-13-EOT4 W y r Y AL Y. y- N N 4, Rr w- y Y w CHORD 100.W -)L 'K 3 ?. j EY. Y Y. y Y. Y L ?a O N -T,1 Anil ?D N ? v l Cr N ? Y 7 'TRANSITION LT. & RT. N 'Q ,L -y- HORD Y- Y -T, Y Zat y, 100.00' V 14,10,00 T W L Y Y k ?- 1 Y. r? / Y. -Y- } . Y. W ?. t STEPHEN 16EY T X W_ 06 743 - PC 360 ? i / e976-0-3074 1 pis k 4!r PI X63 Sta?fl9iUB45`' v?. 9a - roo ow o- -V2r2W(RT) 08 - rOO'oo0' Y Lo - 80000' D - r00'OW Ls - 200.00' ?? t - 3pJ5,58' LT - r3J3?' L . Sr J' --6ssr T r -1455+a1' Sr:.- ffi&' y.. it { T- Y- MREMOVQ! OF EXISTING PAVEMENT V ? , FOR -L- PROFILE, SEE SHEET 510 70 MPH Y;. v. say. ------------ 2! Y Y Y ?L Y Y Y K ' Yom' Y Y Y Y Y Y Y Y ?. Y Y Y Y- Y Y Y Y- Y w Y 8 Y J."m RM dl. Y 00 TAB - P4 360 Y y ) :.? Y. ? -Y- Y ? Y 5679-0-0Sl ?. Y Y Y )L ?. Y - -Y Y w Y. Y Y Y Y Y Y Y Y w- =Y Y Y_ Y Y. Y r. Y Y -y- Y- \ Y W Y ??. ?- Y .Y Y Y- fL` Y Y Y In Y ?. •Y Y w j Y Y Y L bli a $ ' 100.00' \ 100.00' 6 700.00' ? Yry * O ' TRANSIT li, A ION RT, -AND FREE -?L Y- omcnmm I- ?1 p a scu"ERS Y N N Q ea ryOry V CLoft DECK Eli "- Y W AL S*r&4 J e W IND FM DMHARGE N t ; Axe/} STEP EM RHU 00.00• r? ?e W7a-PC ,110 Y-1 4, 5916-0-W4 .w s Q? r v. St0 441-3956 ?l Sb X6353 Pis Slb 479&45 es - f00 - . m es - rwoao t s s' !. I r\ Y - 98 ` y r `" t W Q L8 200.00' D - r00'000' La - 20000 `I LT - 133-W L - 303556' LT -133-34 ST - 666r T - 1-554-31 ST - 6661' l r ? - .Y Y Y: `?'7\ r 8 MOO' ? q3 Rs ¦ 10 MPH } I - e u Y Y Y. Y Y Y Y Y Y. Y Y Y ENGINM 04GINER Y PLANT EarthTech PRELil onfmi ATypWwwtiomllld.CWPeny no emarr REMOVAL OF EXISTING PAVEMENT I FOR -L- PROFILE, SEE SHEET 51D AND 52D i 0 9; I fill I` °r 31 1 N ?, ft J WEREMOVAL OF EXISTING PAVEMENT FOR -L- PROFILE, SEE SHEET 520 ON,1 N IQ W N ' ?9J W W 0 Q T N Q W z U 1. D 7? N ? z. LZ ?a Sa?iSiTaK ! ?1 , N ,\ 60 m JOAN 66Ell JL NTO-rok0 1676.0-Ms y Y M1 I J m 1•• FLATIRON/UNITED AJoENr VWcnAw 10 EarthTech ATjcoNtv,w oulUiCDDpEOJ 1 N 7 r, m Y / . O Q I 119 6 .6 400.OD'' . h ti?E Y a? Y MANEEQ EN001EE0 PRELIMM Y PLAN: DO NM un ODDDEDvcrim Y Y f ? Y5 Y Y Y ? N W I W W V) ?O Q O Q W 2 T U Q l Y Y Y Y y_ Y Y Y \ i h 150.00' ,,gyp 10o.0a l7N \ Y PIB 4N PI 4&3Slo 45 Y Y v 9s - r00'00D' A- 30'2r2w(Rr) 8a -1`00'00.0' Ls - 200.00' 0 - rOO'OO0 Ls - 200.00' U - 13334' L - 3A35-W LT - 133-W `1 r;, 44t a x y v O Y. ?W - 66.6r YTR - r v ST'* 6667' v ?: w X. . 111 - OD4 ' i' l f i' ry( J. DAN 66EM JL $°' 59 ) o; % i j 00 741 - P6 360 Ro - 200.00' 1 W f ' m e9?9.0- le Re - 70 MPH to_- ro1 1tDi9 t" r W v r Y Y Y Y Y Y Y Y Y Y Y Y Y Y O 75616-0-Zro 64 360 Y Y MM `W Y 0 ?. Y Y Y Y Y R 4 FOR -L- PROFILE. SEE SHEET 52.0 AND 530 FOR YVRB- TOFILE SEX SHE?T 6L0 FOR -YI9RC- PROFILE SEE SHEET 610 FOR -SR6- PROFILE, SEE SHEET 740 i? • ? II J. DAN RIEM JR. ! 0 743 - PC 360 } 3676-0-M . M Ii I I I Y_ tso " k INroN CON RUCTION ` 4 ?I >, III ?l c). N o Z d W W 40- Q t W` Q) NO ?r _L- ? FLATIRON/UNITED 9s ?d 09#M45 AJoafrVXKy%ntK r?00A' n1 ?03v arRT16 -Skr00,000 O Ls 200.00' D - rOO'00D' LS - 20000' LT - IM-W L - 3p3558' LT -133.34' LEE LENDTT.rt d f EarthTech Sr - 66bT' T - 1-1 L% Y _ ST - 666r' Dow -PC n R ` PC A -SInE S?A I ( ATyco MnnationalLW.Company so PC 0 4l rl Pkol Tract X16-6626! ? D8 - 60 MPH 000e O +2ros s lEE E KIM)TT, wt d I A& SWAN-N-0 _ Ds SR -PC 22 l 00 Wn - PO wi PC - SlnE I PC 0- SLWE r P D s • St M Trout ra 66 f - •_._ 66T6.6i269 I Pie s1o 0+40m PIS sto 2fi90os PI sta 4fi84n PIS Sk 6+8891 QP = 0'35'42.4 gS - r48'OW A= 757123?(LT) AP - r4irooff I Ls -120W LS - 240,00' D - fW OW Ls - 240.00' I J Sr-? SST-? T -lSUr-? ar So: OD f RD : MOO` x? L? O - MIT STA476+76M f .OG I I f I L-1 I LEE LDOM,rt d 75 PC A -SLOE s m iF6rd boot + . + F I _ 0091-m f _ 41"LT. + XiF21PfJ6 tsoar Ts.orc tso.ar f -- h? u' WW HNCE f x ?w t F {^ F f F F ? F F F F F T B1 FREE TYPE 350 M ) ' Pl1lElYTLALSfTEF01R 1 ??? - i . a 8 Y? s 11 WASTE OR 1101870 l B '7 ti? I i r I;: r c v '„ N . 1 2' n R T .l f N 361-6 -- - - v y r. + C ,. s y ?'R 61 o17?A ? ? ' r . / 1GW7UT ' a - SHOULDER F F BEAM GUTTER 478'1178 1 AO 0 DNI -A W1EuaYYws END FREE F F F F f SW I SCU" A6F F F I A6' WW Faxxe F 1Y F@N;E 150.ar PRO AND r tsaaa? SCOUR HOLE 75.00' f f. ' y - _ +yI" sf 4y, j A 1507 C, r 'r Rr. Yew- h _Y W Y / ??, f II I ?6_ !FUTURE! B8. 4'48'000 ,& - 9W 487(RT) his - r4rISO ? I PI StS II 2 Pl ?a 13TJ 0 Ls ¦ 240.00' D - fOO'OW LS -18150' I I I G- g48' 5f(LTI ? - 2'M'3I2rLT1 LT - i50W L - 2EAW U -12544' D ¦ OW D - _as ZO 000 Sr - 8005 T ¦ II2JS5' Sr - 6254' ? ?. 4 T -8r T-5606 -_ . ,. . DOMlNro CONSTRUCTION t' I Ds - 60 MPH C !NG LIMITS - - - -- - - --- - - / 7_ W, awl J.DAN RNEM JR 00 743 - P6 360 FRED WEN W_ ? I II f wM-P066 ; W -- - PC 24 O --, c"--- P 00 1 6616-0-76 1 k f Y I /l / a Ta -0%760 e 1 k 'J R-25108 24.0 6W SHM NO. 'AADWAY DES16N HPDPAWICS EtIG08iEA BIGINEE PRELIMIN Y PLANS a0 nor os ecxe nocnon t F 7f.0.SWANNER us an-PCn PC 6 - XWE.H ' 41- TINN r a P r < ; QW w 1 h1LL V :;ZLLJ J BEAM TTER - Por 1 T F F 5 Q ? 1 CL •r MF6Ar l I rr 4 TONS 11 SYF.F. I Q 400 MREMOVAL OF EXISTING PAVEMENT 'f INJ ' ' 70 END QaY3y'R1lCTDOl11`"'? I rl.? ANTHONY L O Kf6U5o ,yAT?y?cN? ?y. llll -1111fAtt RIYESiIEIITS,LLC / MrSft 12346154 A PAULA 0 WO - PG 363 Lr S`` S?c A •AQ ^ (k PC FI- SLOE 12.2 DD 191E P0? / Q?'nW r DDDDR - Pp n u Ll l x + W p P SA?DEE ° J ?3 1 1 1 ? 76 A- ? x 4 G scar - 1 -RANW0. Flr.9 9 Y- +p7y J s n O 8 N D ! 1 1 DD NY- n.oo' , 1 ? DD rn- . 40 621 25f2us J' W Kf0 / 75 DD IWI -MIZIN D • 17 f 1 sQ TD62 f RdAOYE ID9o PD 22: ©©©E,1_ ' SEE DETAIL i•' g57 50'2 J- •+ +OU' KF005 + + CL es6]'- '? /( 1 60.00' 67.17' 1T?R 1 ?? + ? Pe P& C 150-50-150 66 Q C - C ? 69 O 6.5' 05 75 GARGLE RLl. d + C li ni , .5' Q Y 2+.96' 11 I I1 11 P F m~Y' ?. - _ P FRORCT IESMENCE NO. SHEET NO. .. FLATIRON/UNITED R-&oSHEETNO. P-50 AJ019R1/ENTt1RE ROADWAY DEmGN HTE4wx1a ENGINEER B40NUR EarthTech PRELIMIN Y PLANS ! ? l E lnlarotiorel lld CanpNry 20 Nm on EsmmocmNN At1 s ;WA' p iff ! I Pit ? 1510' ? = 08 = X28' I I a l _. T7 0 ?.p x { 1y1ywv Ds = ¦r' &A !M HSA !? to le ? A k '? - J N( ? f x n s ( I LIMIT rrAD Q F u I ( C J ' .. .. ... .., . pyO ' ?• ? ?"' 4,rti:+zi:r' . 5ESTA E 6+62 TO STA 0+? 9RA• EE „k- 169 m 1 ( B:r ? I i 1 ?? ?- cm 12+1" f CA F + ! ! w I I \• ?? LAT 2' EASE D fCll Q I r „? 170 , j i m 7 t I°+ a ?. STA 7+70 TO STA 6+62 4191A- RT SEE DETAIL 69 CL W~ M_ 7 TONS +71, 17 177 \. 46- EST u J ! ar to c c r17EMAL SITE FOR 4p u,l m '?NaE WASTE OR BOR" Z G 4 CL'6'R1HWC F Iz4aaff 08 6W000A ` ATIYMY(RT108 = 6' OVOOD+ X0" LE oRwo, ?ONt ( iZ E?sriTOSr"sE.E. j CSSTo B? = F ; JJr 1 ht O ? D? ror j ILS = l ° = a?QDO La ; 133. rf 1 i 1 / iy d N ? F Q ST = W7' 85A0' F Sr 6&74 F - ? N les n n RCP + 1 f ??s; O F' T r Fan F So . M IS ROO µ rs ! w -Y19RA- STSi0.I a \ x LUG r til 2 SLEEVE GASKET BERM CTER J Y19R8- STSW4461b1? ?\ ENTlAL SITE FOR N ?? Da - 5O MPH W 7 ZS 1 r ! SPECIAL LAT V-WCH -1 E OR BORROW i - _ _ POT SrA _ STA 10+00 TO STA 12+00 -YWRA- LT A 79 I ,? - 1 1 ' a 1 CONC SEE DETAIL /l k 61 a +21.00 END -±fifi3fL BEGIN O j Y19- POT ST Z'I'F5II5 Nl ! a' i MONOLITHIC SHOULDER Q \ / • le7 M CUTTER 00 M? and .? W 0 z " O i BEGIN BRIDGE 160 DI !9 ! TYPE RI ISLAND BERM CUTTER QQ \? 350 %1F9-ESiT Z c c w IoI O Q _ . .. _ . - •: r> <M?er..., .;a •*'+.rk ° :'v • ' ?u;?? '+'^; 1?". + CONC. , a .. .N grt? GRUDERAIL +05.40 N 1? Lu TYPE M 350 Iri 1 r. 7 / III ? 11c :1 - ?i , 166 2GH ti m TYPE :4350 I / GF6 . PRORy _ M v O m ?_. i y 1 N + 9j _ `D1A y O 'On w 1 > O e rB 6 N Q? ANWW NJ A u -K, V +ii 2c1V4MT Yt9RC- + M +qR 02 1' a` G It EMD BRI STAAN*MIW MAY St0 Jf6006 PI St0 3+81 PIS S10 6 Ste PIS St0 12 1 / Q ga N GRATE Pls STo 8+2991' PISM g?gp Pit Ste N+50D8 1 = Sl8 GOD' D - Il'I8' N'fLT108 = 4r = IP J 10s = r4Y f . 6a = S4FIW = g?lYBIrfLT) 4OOO D = 00'W 2, /is = 90O =18750 U ? L • FOOD' U + 18? TAIN try p Ptuc >' T = 2WX f sr boby Sr 1 I '-$T - 8049 ST - 625f T - 97J9' Sr . 62-W ? wl SKCIAL lAT V-0ITC71 R 2 R ¦ N?' VVV z1 STA 9+00 TO sTA n+SD Y19ED- p SQ' Om5 U L7 sEE oETAx n Ro = Ann- 1 ?u DO' RD \ Z s u?''--fllr NA46A?- H O50 MPN F F F z EEECI L cUf I n, 6? U r, B v ' V c 69 STTAA 99++000 T0?STA 12+00 Y19RO- LT 1 --? STA n+50 17+5o a --- OFTAIL ? 1REIOAM® SCOUR SEE DETAIL i2 I a - e J? CAROLE IL4K d 1 1 P KFBOS ?/F Tu Zy ill c oe a2 - Fo Dn P M L WBE?N' 11 f W W ? F ; ? ? I??Q)(r?^ { v. C WASTECOR ORAO C ! ! I O F S ?Q??vJ CO C C C iC-trn ?? F OLI V) TYP, ISLAND I fr?Attt(,,VVVE 111 "1 x , I a 1 0 0 C + N e 81 it o TYPE 350X + n ... EST 5 TONS a - EST 74 SY F.F. m LBO-45 180 ' 0 5015 " YI9ED t m 0.010$ .427 W TV-DNCH W : + L0 r C --?_. 75.00' 1. I -)( S' BERM STA.8+10 TO 1D+00 -n9RD- LT RM REMOVAL OF EXISTING PAVEMENT C RD CHORD /C _ I ( `. / X \ ? SEE DETAIL /12 I r2 I ( 1 7s.oo r}I , I OSSb.IPfwn FOR -L- PROFILE, SEE SHEET 53D , o - FOR -Y19- PROFILE, SEE SHEET 69D AND 70D 70.00' v rf n9ro - Y19- POrSta 8+5000 es.ar `. § 1 S L FOR -YI9RA- PROFILE, SEE SHEET 60D MATS j 76.00 ?, ? ?' 79 3 FOR -Y19RB- PROFILE, SEE SHEET &.0 N? ,` ' ' 1 1 -Y/SW- POTS 0 S `? 5 , ; SPECIMAL d FOR Yr9RC- PROFILE, SEE SHEET 61D AND 620 F S A STA 10+00 TO STA 14+00 -YI91D LT AM WTCHELL L- ,• c r f FOR -Y19RD- PROFILE. SEE SHEET 620 HF O,? ' 70., sEE DELL n rDDDRW A?oaA $ FOR -Y18- PROFILE, SEE SHEET 664 AND 69D 40 •? x 0 s - Ps D2D vao NGTON? u? I WA L-1WIIIII .1 AP 61ON?W 0 SY F.F. 2'BASE DITCH WS'DERM 6+10 TO STA 6+10 -Y19RD- LT DETAIL 69 -YI9- US 264 N000 205oo 1400 171V 6200 '00- L 10700 Deoo 16000 34DO 1 7400 f 20D / rooD TRAFFIC DIAGRAM N2oo ADT 2005 ADT 2070 21200 Pis Sta 511+1185 P1 S/a 525+8919 P1s Ste 534+1963 +,50 EF 120(LT) Gs Ls ri5W DD = i2,r0Df Lo - 37? ENE X420 DNS Ur 2w =1.z ST : 2 SEE SHED So ONS Rs = J15D(Y Ds = 70 MPH A - 63'4, 2W (R1) L - - 944-V T - 52774' Ra+ ? n Ds - 50 MPH • 97 ;55.00' ., o DALTON 0. LILLLY oe - ro 3 ro on m-PI]23 on POW t 5667 6--7 M MARCELLA A. NOppIL?VF31 0l A# 0 as ro - P 01 p \J #fi PALLA KNON 1 r 113 a m - II 55' N \so ?TST J c c + EEST 3 TONS c :5 r W EST 10 SY F.F. c c N C F ANC. N F +18.75 0 CU RAI '0; I00' R. V) - > Q 21t N 5' MONO ... ?. ... ... ? .N 1 CONC. IS d' r N _ Ic) ?'? eo-45leo r ' (f) •/' c (11 200' TI R - ALFONSO ILLI OSLEA c Z 1 ITT - PC tot 6ro c • 3N a11aI11DDOt RUTH PC Pa + x IW Q 1D I IIY < / ? p 1Ti? v ?$ ISF sz _ , ¢ \ S.IIAIIIS_, ???pAi11Pi s - 0 ns ~"'My _? ?' J 'Y ARRN V e "'? ER ] TgNf qy En 7 sr i2 SRCUL W.Y-DITCN r 7 51A.523+92 TO 527+50 k RT SEE DETAIL 01 H ? . Co% ADY{13ORT?O c s "? - SOIRO_ ADVICE OF IASI*IGTOKtIC :. , r\ f l a b! P9 =ft 361 ? ? 123 : S{iHt-»+1 v 1 ; F „? yd qT? , . ALL NOTEUNLESS T-ERIW?1?OWN. ? SF?yc? j/E ®3 REMOVAL OF EXISTING PAVEMENT syCc? , g?dc 109 -0 F mQjm-I Rwf=F#" W. artei wv. R-25108 28.0 110 FLATIRON/UNITED IN SHEET NO. AJOINTVEN URE ROADWAY DESIGN NYDRAUIGS A. 2 pOI - ro 314 +0.00' BNPRNEEA ENGINEER Ol ® EarthTech De on - ro In Q .., PRBLIMIN Y PLANS DI AEI- PCsN ATlcoItAERltionNltd.00Ipa0Y Io,aoru- Pa. mimocnm SMILEY T.Row%a a ESTATE FILE IT PC 4M M m_ SewO 150.00' 110 T.L B MARCELLAMORYFLL GEED AK 42 N 1005 - PC 314 06 ATT :% iv DO 084 PC 9"M Q 2 / OBA6-Pa ti r CL 'W IPRAF / v Q 7 2 TONS I ` tv : EST 1 SY F.F. + 3 W? aK3 p700M 111 f '?f ?' FSF 10 SY F.F. 3 ° 2 n /% I 1 F 15 O(7 F?I.cC., s fM'ri'PI'4Mi F + ?/ tJY 2 •b Sa . rq ,AGE / A / 3 / O \ / 4R C // / G E' mclu ur vva ? ,? 50- 5 SEE DETAIL 001S0 ST 531+ p AJ a rc? ' OS f ?? + / 2 G / SFECLLL DITCH GRADE sTAle+mro n+sl.sRr-RT 03 : - q/Lj a ''?'? '?? ' : SEE FROREE FOR GRADE zs p ,w0 ? ? G`. ? \\ ? D • 5PQ'446' fLT) ? ? IJ' ? f . six ' \ T - -low ?* 3l \ Do - 5M - 4O? VPWW\ ? c ,??? ? ?? G 118 ? \ 1 sS r O s \\\ l O a 4H / O;Im ODr-'fPFa I o 50.13+00 ES+SO .3RD \ O p 117 p ? SEE IAORIE GRADE p u' -Y22- pp \ JMMLLLLEY 0l 721- PO N 2 DO / Im-MMlO 10200 , 5600 6200 D7-00 Do noo ?G 4 ?. 4 4 `s. .T TRAFFIC DIAGRAM t ADT 1005 Asoo AAYNOND G ELKS ° AoT o3o Y22 122 w 413 - PO 4M 9300 EXISTING US 17 Sm-w7w FOR -L- PROFILE, SEE SHEET 54.0 AND 55D I*9 • j n wM" FOR -Y22- PROFILE, SEE SHEET 71.0 e71 FOR -SR4- PROFILE, SEE SHEET 73D AND 74D K _0 1 -o3 4? 1$01 s O VDEEY T.& HARRY RONANI 0 0 1r? r- t `7' I Wray' t I I C C W R C C C C -L- PIS Sk 511+1185 P1 Sk 525+8919 Pis Sa 534+1963 Bs = fJV000A= N5Y12P(LT) es = 4'30'000 Ls = 37500' D = 224'000 Ls = 37500' LT = 25008' L =1,45779' LT = 25008' ST = 12501' T = 75242 Sr =12507' 2,J8I so-0.075 a Ds = TO MPH sdrlLLV r. RDILAM N u MAN ME 0 PC /N SVW? SPECIAL DITCH GRADE STA S"+00 TO 515+00 a.• IT SEE PROFILE FOR GRADE C C _C_ C -? - CONC. - - O - - r- t'eG - bl _ - tES,4yM..c- -' I q ' m REM T u. +HSV' ' l 11' Mies M ,c _ i D - r KI1G 35 GN Sd ' 32' ASPIL 1 i t5' ! ? 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Dow PC 233 ?i1 I 567- 99'0019 { S II (LT) 0 = 13'47'06.0' (RT) ? _ NOTE, ALL DRIVEWAY RADII ARE 10' T In 34&V UNLESS OTHERWISE SHOWN. s Ro s s 5OW REMOVAL OF EXISTING PAVEMENT a 40 MPH BE I I I i i II \I FLATIRON/UNITED AJoiNrrVE.MURE EarthTech ATycoInkmefi DIIId.Tompelg SHEET NO. ENGINEER PRELIMIld L PLANS ro HDr tns . . INCOMPLE E PLANS no Rar mA eca 1 ACOOOTAY nro ?? pl c? ! O RALPH A.LEE { EWT - ro/H wea-P7 Ti 5119-n-i e Troof I I OT YEIWA L.!NTWC E DoWR-ro4 Q Men - Pan Troat O BEEBE HISTORIC SM-e/34 HOUSE SITE BEGIN 4V CE o 300' TAPER WAIN ? APPROX + 11bY W ?uc F F C (n wu OatWJ ° ~ I`1, o =? N REMOVE O Ilw'C?D ?2 r- N T REMOVE N td N I ry N /V^/ J C w ISDC U p'Il-EFI'r e° 105..07 +2 TONS BILLY J.ARNOLD SY F.P. 0 L100 ' ro iea moow O ? T ILLY J. ARNOLD p, Da DOD - PC TLe *Lw pwool Y" 6y"11% SPECIAL DffCH 550+65 44 AT OI SH 12 16 b O BILLY J. ARNOLD Oe eloD •?pylee rbf?t SkB T 1 SOTT-e0-2?1D I I FOR -1- PROFILE, SEE SHEET 550 FOR SR4- PROFILE, SEE SHEET 740 I I Y 1 v 0 0 139 ? 139 u ° O -° ` © ODOaAP1A,Nd I 000 - ro fll PC 1 • O 01 qt ro 424 QI ! Ib I' PO !0 STA. SPECIAL +50 TTOO 553. +50 46- IT A 553+00 +1 LT SIA. 5557+60 TO IT -3.6595 O S@ DETAIL n SEE PROFILE 1 SEE DEWL 4 I 6 EiBKO {? 1311 r-APPROX WASHINGTON • ?a I 1 _ + 4 -h- POT SrM + \-!i POT CITY LIMff 6f a TONS A + ' FAOJE'Cf REFERENCE NO. am NO. rF 1 TIRONIUNITED R- IbW SHEET NO. MID AjovervENNR6 ROADWAY DESIGN NYOAAIRIC9 04GINM ENGINEER CE 1w Earth lech Its d AT)colAenBti••IIM.C6RRIrry p END 48' VERNA L BROTCIE + 6 EST xl n Fi. 100.07 "'ww ? a 110. Q __1u MGM - _ _ 95.ar RETAIN EM ( REMOVE - + F E'A IB' 110.ar SFD 100 PRELIMIN Y PLANS Bo Nor un 1-0 catirmD0,B•9 INCOMPLE PLANS DD Nor 1R 10R • IIADSIGMINK N + 7?•p} ?Vow FENCE P1 COLLAR AND ! LRi9 BEGIN 48' t 95.ar 95.00' S6n-30'471 95.OC' G 95 ?5 as C Adr'n \ p R /SOU' SAO'D =Z + ]DO' TAPER p ACCESS S ® St 553 62 70 554+50 N.Zf ti C C i C C W REMOVE Co C VI C C C 3 q _--- AEAIOYE ?• -• - -' F--' si 5 b'CONO FE ,. REMOVEm ' 111. H D ?G - -?ar'1 W l iB -AFMD- w " A, AO SKRALo . y M 9A1UA1 y y 16'A 447 REMOVE N N? CB N N 6 'GONG 24'cow 30' CBG I O ?y N _ r^ N 4... N_ O I V N_ _N E.E. 1010 _.-AACADft - _ RML REMOVE p - s --- -p_ ----- _ s Io' N5' '? o N N !0 P3'W d I o o a PROP. gyp' R. ; P B 3000NC Wr&r Q BESIOYE Q MIKE p R AND EXTEND ca.I r GUIDER IL 0' A. DC- F SScA?'_"____ 30'CONC - a 90' u ce 43.1 _ Ail N n r>u, 5. \ I,a N -ru 1m _ _ _ N'siFEL,GLI _ _ ._ REMOVE- _ASTUI rNL_ • o. p d J. D 1' api e - -- -'- _ - sa ae"- I I so 2 Y I t ?? ' a-- a a- a-' a? a Q li (lJJ J v a a? a--`7= a N a ? ? 1? ? 103 C C p C TOP=2657' + E i i ° ,I 08.89 IS - - 55' f? 2 0' R. + 1 Q p5 + esr CL 1,r T ads Y6o & G l?.ar a _ Lan 4C ) , 1 2, N4 DLLT J p? x MOVE -I ?F l55.OU' - Wlr I? I? V SBVBm D.B F.F. 01 0 +81.45 END "J J II Sp,O• y < 1 oREEST Cm.2 SLOB r it I? N? -t- Vow AFMOVE .? i N f NO to 46111 a r,?. III W FENCE r,m _ I Q wSTED LOGISTICS SERVICE, M 1107.81' a FESUI + BATE Ll•1471 a ! LT A 556+60 10 Sse+ a. PIT ...?? O?0?00?- ps 726 - FOTSl 120 ar STA.553 TO 63+ SO.ar SF[gAC'P NfE CIR dICN - - - ! `? I? ?T 611'4 I I _ .? U' STA dd TO 565+50 -N. RF 2 dtTT-w4{T1 7 l2' CNL r-EUNC corO I B' N' I n SP?VA DITCH , SEE DETAIL f14 t ?_X.,...-X'?.. __X. _-_X-. -- .. Bsr { + SFA N+ TO SU 13+73 -FAIL Rfp STA 19+73 -Yx4- IT S ?l 4 ?SBC6U5 \ _ _ L Q SEE EM 61 { .SEE 12 -_----'-.` _ _ 'I of I ISrBU9 i I+ II' R' _ WW FENCE i w SS.00'` t I I? r{? E / 6,57 CONC H J . y i + I + yE ar _ . -Yf4- 291.3W B q3 So.OU_ S arod R ` EAST CAROLINA FOAM 0M)IT. AM - - I Q 2754r5W (LT) a='1 T y w m - FO 117) c+ REMOVE D 1 S qg `I _ ?IFr eltt a au / 4p / T ' 1330 Rb?IQA ?>r ILLY J.AAl101D I` P:26a+•.i i s III AOO - ro 1126 I 6 6.,P ASP". \ R + 4102r roroU 21 a Se - OM PIB1 o6e. 2 ?r $? 11TT-10-2430 wF - _ IR6M7 ° • lr a e,r yB3R' -- _ \ srD na DS - 40 MPH e ar I N SETH C.DD'ID - \\ 1? h2 a=7-Pa To + + ( 9 I ! 0. S. SY1AN 1A5 COIPANY,IIC. W SUT-W220 01144 - PC 3ff 161111.10.410 I N 1 SF0 i 'v m IfF?) I I I i? 'I I = I I / I FOR -L- PROFILE, SEE SHEET 55D AND _%O FOR -Y23- PROFILE, SEE SHEET 72D FOR -Y24- PROFILE, SEE SHEET 72D FOR SR5 PROFILE, SEE SHEET 74D LSs 41, BLDG I BILLY J. AANIX0 90.ar 00 + 01 . 000 - PD 726 I xe_ ... .... _.-.. 0 P. E 90. 0 cn Po Two SD.00' + 50' ` 32' 50'R. m 1° I 50' R. ,'I t II I I/ 5 ' *II r-C END N 'I f/I, -SKIS- POT SVa 154 N N - - _N I Ii 3 o N N S IF57wgE I £? G G C ' II C +30. C + , 8 15 D20D 9900 L- IDO 15400 10200 -Y27- No- -Y24- 2300 SR 1536 ioo• SR 609 Sea TRAFFIC DIAGRAM ADT 2005 ADT 2030 N7 ot, \ 01INDIIIE V? NOTE ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE SHAWN. WEREMOVAL OF EXISTING PAVEMENT e 6 cowc IIff ?J 6 I A6' ?AIIDREr E. AI OoOD-ro Sw_Xx_b 72' w0 I00A0' 1 C WW FENff sso ffMREMOVAL OF EXISTING PAVEMENT FLATIRON/UNITED NOTE: ALL DRIVEWAY RADIlARE b' AJonirVENnnw UNLESS OTHERWISE SHOWN. EarthTech I ATyaloloreSorel U& Company R9 \ ? I JOSEPH 0. ARHOLO f \ M BI - ro 756 NS I- ro SO \\P Trout L I 1 SiTT-0! H9S ` j' ! p OAAl1 1L LAMOIEYr ?t d GREEN \ HOUSE Or IM - PC SOT Do M3 PC TO If I / NYT-32-sw i --- i? ww 0? A. 0RAN IOOLAIID YT?ppO??p ?A?MU -xa6 ' O x c I I JOSEPH 0. ARNOLD WD p6 OI U7 • ro Aq -p y Oll WD - P6 734 0 893 - P6 713 I me ifoDf SO ( I ' ESTATE FILE I3-EM I x X ' SLIT-31-M f IIL114Y FOStEPPMRLIC. J? EP I °i ° I I OO M - PC TAS S MON ;.PC 715 ° Ka { I ? 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D- FOR -L- PROFILE. SEE SHEET 560 . ARM" %LTwT dz -P6 4511 j `? O oeKLo O - ro 742 FOR -LTIE- PROFILE SEE SHEET 570 8 0 O PC F - AIDE EFT Tract TWO Yf I'l 3 1911 101 r. t cro w? 00 111 -10 167 M110-P4fp FSTAIE f1E 07'F]26 4 t?j W tf? Q J ?jz h are SPECLAL CUT a__ ST+50 TCJ 5760.4 LT SEEIOETT n CC I ? 1 BK#N 16' 1 Wi ? IYq,z IN A7?7E F}EE?p?m AMAIN' cy JN / 163 OEM RIM AIE ZK* CHURCH on P/ 537 CEYETER'!? I 1 ESEST ieros a7 _ L J ]LATIRON/UNITED W/ SHEET Na. Z'w ;4 M AJom VETrTUNe AC'AMAYD FORM= y - - -y- 0 EarthTech /' /? ?07M INCOMPLE PLANS in NOf oFa Fa • ?0F0®'a7 \TERRYID K d sie\ y \ I 1` ESTATE FAE 00f 1 / A m P-A 1( Do= PC i : 1, vaua $? MD 23 Pa. 16T t 114a 165 sex S ? / ro / nor I ? b \ \ / ?. j 4 !? t^ O Q R ` ?? y \ TEARYI L d R // !; DEODRAII tF00LAI1D IRQE31 ! + ° EST E I I I? I ` AVID C.FRARAMCDCR cow no t I noaa r / / it (f? !il\ TGD?O?AnE ?e \ ACCBS 110. - 1 ,.. F .? ACC6S C n0.00 \ i?_ _ Z 201 A/ I aaKT N / roert I _ f C ( read 2S' LU S r - r - A. .t L Y- -? ---- - - ----- Y?ow wN--- A - YTt 1.7 -W RSF Hove t + C's f ?- g S' c c c C c SC Sta57840526 - "" W PCs sft I M YON SFECL&L 2'LASI CUT DUCH J sSEE MTTi L#il STA 577+75 4AT U \ }\' .60/ ,? - >_.` _1 j xF ! \ \` 169 Q JACK JL + PX SId 579+5&49 t;? naar I } no.oa 1 pl py, 442 / RT - uaon ! / ? ,1 , . Cs 5614mol 1` SRS SM 576+4026 U_` ??- FOR -L- PROFILESEE SHEET 56.0 \ , \ PoR -LTIE- o .. )WE REW He Ste 572+2110 PI Sto 573+8072 PAR So 575+4026 PROFILE,SEE SHEET 57A SWAMP ti \ 160 88 - 718D0' ' 45D' AD - - Twoo ?f L1TJ 9aL8 - 15000 lIB ?15D' ; --,? O l8 -150 \ KLY J. ARIW SUT - ? T - 10 r UT - ? 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J OB Im PC 498 % I , JAMES P.BEAm.ET UK ° SN&7 NO. DWAY DES ERMNEER ENGINEER PR PLANS w muLr" ] N sm j PLANS nmwr DO I WBRIlK . 1 ANNA L WOM ARD. ET YR ?- - OR NO PC 709 ---? OD MB PC 3" 0 ? ?g p p ? toxc? { I i o 00 im PC 909 0 ° rsBeo l w\pT -- - -,A I a- r`te` ERALO LVARE.ET OB NB PC dN moo PC 30 No PCn NB PC qN p ° 15'WNC - 5. :)nd.0 us 17 ZBIBST 'x qaw x- ? , CID -? .._- Lu ? 1 ? I 674in EIIOOIAAD,ETW4"' DO 90 PO 90B tRl M7 PC N / BBKB ;M23 PAC / r alt ?F E;ED EINCE L M ORNS ,rte. OB 9N PC 7!0 x Ml 10 PC 53 LEE os E;P 4 1! PO 53 ? /LEVO:.W*lS.ET / /-P JOSEPH IL BOSTON, on pNPC 1110 Pa ? p COD JAMES rALUMS. Er a 700. PC. . ane.e Lu C_ LLJ (V) -- - ------ Ercowt s ctwc N 3'03'OP0'W ----- - I x ?'•? s / EJ ED 1-1I 1I_I1 E_; ti III 8 Al 1 $d3ti -Y9- 3500 E c Boro us 17 100- SERVICE 01 wo- TRAFFIC DIAGRAM 3800 ADT 2005 6550 ADT 2030 170 ? ? RAYAKYD S. 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SHEET - 35 2510B 1 I FLATIRON/UNITED R eEaIFORT COUNTY / I I I AJOIMVEN UM ROADWAY DESIGN HYDRA= J 1 f ! I @ldNffA ENGINEER I J EarthTwh N %EfE PRELIMIN Y PLAN: I ( ATYLL I61am61m1 ltd. CTDamP DO NUr UM PG: COMMUCTINNe !1 AMMCSTEW MPIL30 l 11 + 60.ar / 60 ar 4 ( . AEDI 0. STEYDQ ETADL 061500 P6? END I -SRE- POT 5Y& 16441.32 50.01y , ` 111 JI ? 41!11 II I 1 1, (,r 1 f 1 12 11 ' O +42.31 I 73 C ° ( C ?I + 0. I I I?I; ?o O ? I I IrJ MT. a TO NS II! I + 3 PROPERTY OF NTER POORE eL -PC 38 - AIDE 4.0 29 L re'R IT( 55 11 ? _t] + W LQWRmAF SOD MID-LUG 4-1 EST 5SYFF. PUSIE@YE GAAIDT PUE M1E PUE PUE f ? 2 J E v - PU6 IF P UT YUM DITCH YEs,KRM .4 STA I5+00 TO STA 22+30 -710- a TC I CL'r RIPW I`/ 6T I TCtl??t LA6ERENCE L POORE EST 5 SY F.F. h ISA.97' i SEE DETAIL M Do C r? w 013+?_n2_` 36o #1 O 14EG' SEE SHEETS 2X AND 2Y FOR -YIQ- TEMPORARY DETOUR EE S S Q QQ ? DRIVEWAY NOTE. A ARE 10 FOR -Y10- PROFILE. SEE SHEET 630 AND 64.0 Q L OTHERWISE ' FOR -712- PROFILE, SEE SHEET 66.0 MREMOVAL OF EXISTING PAVEMENT FOR -SR2- PROFILE, SEE SHEET 73D c sv 0 LAOERENCE J.POORE 9691?94911? 4Y 2, ARD IIDN P M / / \ \ \ 20'ASPK / / \ \ 147 O / / 45.Or p / \ STA 45+50 -YIS- LT SI. Wf I V \ SfA 11+ TO A SEE DETAIL #2 ' ? a \\ aF 60.Br 6 \ q / BMW \ ALL / F HUNTPROPEIrrY OF ER POORE - 00 W - PO 70 / 45 MY B PC P - SLOE T1?0/ BO.Or f1? LAT. N 45.00 5 J? SEA 24+65 44+65 12 25+10 -Y12- LT / uT v-0RM WW BERM Q5 SEE DETAIL !11 \ SU 10+59 TO SfASEE SAL #12T 2'BASE DITCH EM DDE 3.7 CY O SEE OEful *n 7 + n.n 29 / / 50.. & E 50.w ` W 50.0w 45.O / PCSA7.10f45M ? + f / 29 F / CHORD C F F BB.00' J -Y12- c 59.Or / v 20' A-am C C C C ~ N I a '? C C C F 971. Ta 141 SKNL art eNa 572ir & 54.34' 5, 71.00' 74.00' / I -n2_ Rf N 3'04'14J'W CL 'r BIPRAP EST 5 TONS EST 14 SY E.E. 0 OAIBARA B= VOMARI%M d M 400 - PO SO ESTATE RE-2 PC 9T- SLIDE n9 - 24'2r45ff(LT)&- 3547'4453'fLTI A- 6r47w20TIRT1 D ? ? ? 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S TONS O EST. 16 SY F.F. ? 180' 100 OS d m N y?ry?+ RFAIOVE _ saa yN 5 ? r I n SFG p? ?1 54 -h + g 2 T , MATCH IVE STA11+50.00 SEtt SHEET 39.0 O HEIM Ikff MI& I.ar F WEtAU DRIVEWAYS ARE 10'WIDE UNLESS OTHERWISE SHOWN. REMOVAL OF EXISTING PAVEMENT FOR YIORB- PROFILE. SEE SHEET 58.0 FOR -YIOLB- PROFILE, SEE SHEET 60.0 FOR -YIO- PROFILE, SEE SHEET 64D AND 65D FOR Yll- PROFILE, SEE SHEET 65A 1 x r ?/ FLATIRON/UNITED 00 IM - PO 727 AJOINTVENTURE EarthTech ATyalnmwwn mlULCon"m CNOCw"TT FIRE DISTRICT VOLUNTEER FIE IIFP .M 06 MR- PD m Be =_ P131 JANE E L, \ ?- DO 111- PO M / CONSTRUUCCTION -ALEX J. LEVAIDOSIO DIL 107 -PC 521 II SOM g 1 + +- 2 202.00' Wu .e TAM d m 105 LSSBRAAIIL0111 n - FE• } 60A0' PfAWER W{ 60T I + .6L076 ar ` 175.WCAND-Y i 75ar t 1 FU^; GA HALL 1 REMOVE 06 slG?,._,_ ?+60.00' I ! MI i a?g ?A - .rD T?? AGUTTER II ©j 1 WP RAP 1L is _-f -7,' dIDSTOPIER SCOTT MO 09 015 - P1 07R,. g D ® B QITNA CODLEY JONES ' DO 772 - PO 700 r X L-- ?Y r ISBItD {? Lsro G i L. ] W fE I+ EA 67 v ? 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AJOEiYVE um ROADWAY DEGGN NEDAMAICS ENGINEER ENGINEER EarthTech PREL[MIN Y PLANS AT?oInAanetixnllid OaRpert? ro Nur OR COa nocEE01f 0 g N z 0 Iµ?uu Qa?. JOA? 212 NAIMIM E NAROM 1 ? c?P r ? ? C n L ' g m a a MMREMOVAL OF EXISTING PAVEMENT FOR -YID- PROFILE, SEE SHEET &SO NOTE: AIL DRIVEWAY R" ME la UNLESS OTHERWISE SHOWN. tt 4 0 N i NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE SHOWN. MREMOVAL OF EXISTING PAVEMENT FOR -Y11- PROFILE. SEE SHEET 65D AND 66D FOR -Y26- PROFILE, SEE SHEET 720 FOR -Y25- PROFILE, SEE SHEET 72D F )? ' ry iM , lv` PjtOPERI \\\'?ilfiETAIN ? Xi n y+ REMOVE A?1AIN W`W I SU 1a+wTO STA 1s+oo m- u?? sff DETAIE n cc C C C _ m ev r'j??G \ \ P PROJECT REFERENCE NO. _SHEET NO. 2510B 1 O \ \ ?// FLATIRON/UNITED R- N SHEET NO. 3?0 AJOINEVFNNRE ROADWAY DESIGN HYDRAULICS \ Q \ ENGINEER ENGINEER. LlNKMDWN ?s EarthTech MUMIId Y PLANS \ \ ATyce In1a rtimalIld.CFRpaI/ °0 Pow Ds ORRgOL7101 \ \ ? 1SBBD 4 ° \ \ `?? \ \ HAMLET S. DEANS JR ° B CARPORT t0. ?o+('\ \ \ ' PO ISM © \g1f ? B WD ne as - pa, ® \k9 \?? 2 ? \ \ \ ?// sad' /X\x\'/© J. L ' S me 20 - ro SOIf ?8 6 tv 1 .,.a? '^R"^ &EDWARDS S COa . \?1 .y \ fY ©s ' RACHEL. L SW IsenB ?` ` \?? i IT TRICK Moe 04 - 49 467 W Im ps 1111E 1? *d 0?\? i 8 ?° tiai c \\ \ saED e m SOI ST ISBRD -YIN- O REAOYE PI Sk 16+594 20• ASPH i -\ A-4ZaY06L4'fLT1 TO a 4?? EE TO DITCH CcW q Cc? %AA"?» - D - 6'00'00.0' \\ ND SIRUCT go '\ m A ae- 2p Iqp \ ?° \3 - 3MW Ro ? 2sP 6M p( WOOD LLEWIS\ 0 \\ \\ Ds - 50 MPH \00 sr' oe - ro roe + \ DO "4 - PC 340 ` I E TO 1 A DUST V. RETAIN 216 OB of - PO 001 / c _ V-DITCH u.W a EST DDE 1T EE DETN10.i5CY 120.2E S GODLEY JONES. of d Ot 2T0 - ro sm SPEM DITCH GRADE ESTATE RpE n STA 11+00 TO STA 17+50 -Y25- AT PC B - SIZE 721 Y26 70.W A = 56 9 fRTJ SPECW CUT DITCH D - 2Z5YO&7 EMI( STA. Is. 00 -Y16 DF Lm L - 21492' TEe7 SEE FIAX 02 D - pE so-0.06 - ? DO - ?c? ?\ ,r ? ?? zsRKe / \ \ o ,+be'R. 155 ISPKD \ \ i \ \ p ICI j S / \ 5PA°i 162 /' ; ?" 'L' ?? 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OF TRANSPORTATION sR w m - P417 °© t EarthTeCh _` " u ? r seneus six-10-11291 r' 3{! f PRBI um Y PLANS i?- !`\ Lr u © p al I'q?c AT1aItaroNNMILNConp$nT maorw astnnrocnmT BST q., WKSUS 00 I Jl +Ill I CANOPY D,,p / 7 M I/ `'\?? b dl r 1y I 5? , DDS 'LAfl ® N ?, ©? f r i (I I wASx ECM ? r iU `I? rue?s ®8 Of MS \ ASSOpATES 62 rk 0 ! s / IET REALTY I DI pO! - PC wr LEE E EIq rT, M d sue' s © \ ?? K pn ?? I Pv Ol 9H - PQ 110 Se- T PC E -SIDE H O wi$ I ro\?` Arm r 4 L #?r. !lJ \\ r PCE - SIIDEH u ?.y\?J??? I r ? l Jrl \\?t SiTa26-M I 7 '7? sf? /J f I rl - \ 1?\/ro?J"}`„`+?'llp m APPROX.WASHINGTON ' s 271 / Troof Far / j ll r't ' J! \\ R \ CITY 111Dg1N / pce J r 1 4 \ a ?\ ND BAAN Jl? J I ? i I ?Fa jiv, r ?. \ MTL GARAGE ®om \ ` 1 I \ I I h?/Ajr rr4 ?_ l 9 c\ n4qj MAXWELL P. C ESTMA I r ll1 wa Er 1 ' " » 158w w°° ?? \ FANLY TRUST no m - PC 23T p rr r! i tl ae -? C o s Troat 5676-11 co 62 T f/1 ? r J'rr s w r ®8 i / k? \ LEE E. BBOTT.at d 7 I " rte 1 I ,J `'rJ I ( ?l r?• 3? I B /° II q' w PC A: SLD QA ® \ r>dy, 3 281 , r' / W f Ilrr Loo61iC) © TES uc RS 1- SiJDE !M I WILLIAM E. FAItltlS a ?! I?l i a DO - a Pr 918 r 78 EP ? - Po >?t sFa ,1 ' 1 1 g 26 co 11 1 I y LrllnorN °0o I rr ?I?'-, rr C ro II s ! ' ? \r ! ?, , DO i09- tt SFSUS 7?/ r J 1j?1 ( a k?k 1 1 ? °e'Lx II ?i l )I ? r i ! , ;Jill r \?k ? \ ° 11 ? IsFCis Ir r 1 ? T ? \ L s rjl ?3 ?? , ''r l ® ' \ one WKNOWN J :( '' •qvi s t { ( ?1 r IQ FAYE M. COREY 1 p m (1 1 (l I j? t_.. 83 -"?' Sll r , t r 1 Dl in - PO !il ! \ Rip / 1 pl r1 I L11DR01RR \k\L, : I E , !!'r3 \ \ )v .-^ rlisp( N, 7 Flo z / k f r?r 11 s lI I T GLLLY??? seAART go - PC HTR 1 ' SFeus E8770-29411E 111' / ? '1 I , (?i ;a\ \ y / 1Il ll?? I t 1 r ? D! \\ --? ?I(/M? nAa 48 1 k / 70 1 I r p 1 I \ eTL'•C% \ 1 !` , 1 \ HAROLD L. LILLY - 1 r h D p i'& r /NDOT-IRTATT INESTI EI6 LLC ON 83 - PC t R tr l / l c+$ ' ?, ® 0. d \lt ? ? NTe C >? 00 0!10 - PO 7q J/ ley p / k I I k Q f 1 pl `? 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WWAKM 0M: PC 40 / Moo P03 5511-51-306 4 / Q j f 'j ro 0ti / 4b /? ? 01M1 ee i ? a - 9 el 2W(RT) 0 s G4Y00A' i T:?4' R - 848AY i r Ro - 27OW Ds - 50 MPH 8 LOM HOPE CENTERS,W- a 6- PO Sri a DI- PC m PC F; SLCES IFIS N4 PC B - SLBE a MI-S M not 5 5 a IN OITPW L,IIAPDY,Sf d a 500 - PO !50 am-PC 454 Swre-a-MIT M REMOVAL OF EXISTING PAVEMENT FOR Y72- PROFILE, SEE SHEEP AO NOTES ALL DRNEW& RAM WE /0' UNLESS OTHERNISE SHOWN. Ilk?TCti . l? F ysT 2gO 500 Sl L CONVERT CB To Io vxw +25.'. 10 LL AD AVE DITCH FLATtRONlUN1TED A JOQR VX T1URE EarthTech A TEto inkff aSHlal L10. ODImpalry PROJECT RUERENCE NO. R -2510B Rw SHEET NO. ENGINEM ENGINEER PRBLIMIlV cnon Y P 6cLaamaANS m a m \I MATCHUNE STA17+50.00 SEE SHEET 28D RIOIECT 0 m CE NO. sxffr No. F 55 / O 44 ° LATIRON/UNITED Y NO. A JODRVenuR6 ROADWAY DESIGN IRDRAIRICS ENGIN[ER ENGINEER E thT h ar ec PRELIMIN RY PLANS ATyco lAewtionelLtd. CampEm 00N un cromm rmaumr Y 246 247 248 249 250 251 252 253 254 255 256 257 258 259 TITII?II1•I IIIIITIIIFlIIIn?lilniii _.. t 3 259 260 261 262 263 264 265 266 267 268 269 270 271 272 Mona EEfMNCE No. a?T NO. R ? FLATIRON/UNITED ? SHM NO. A JOINT VBNEUNE IOADWAY OESIGN ENWNEEA HYDAMAlCS M til Al EarthTech l ATyco lfftaneliarelLtd. Company PRELIMINA 00 NWr as PG RY 04ON PLANS of 298 299 300 301 302 303 304 305 306 307 308 309 310 311 3 L 0 on WW?j 2311 312 313 314 315 316 317 318 319 320 321 322 313 324 RIOIE REBENCE No. S" NO. R ?sros ? FLATIRON/UNITED 4W SHEET No. A JoRRVENILR6 ROADWAY DESIGN NyDRNJDCS ENGINEER ENGINEER E hT art ech PRELIMIN RY PLANS A1yxlntemationalttdCompany D0 N°e vea mNM M-rim 9 10 11 12 13 0 1 2 3 4 3 6 7 r U.Min. 1, 1, ij RVA 7 8 9 10 11 12 13 14 10 11 12 13 SHEET NO. RR-2908 69.0 FLATIRON/UNITED o. AJOMTVBNMR6 HYDRAWCS M ENGINEER H+ ffl H i l EarthTech RY PLANS ATyinhdmm6onalUd.Company CONT MUCTIM r _ a f 1 15 16 17 18 19 20 21 22 23 24 T i e 3 aaW 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Y6OJEa REFERENCE NO. MEET NO. FLATIRON/UNITED ?lbW SHEET NO. ? 72D AJORT"VE;M PM ROADWAY OM" NYURAIlla EarthTech ATyco International Ltd. Company ENGINEER PRELIMIN W NW 016 RY CM EIDINE It PLANS MVf' M t t R of 10 11 11 13 10 11 12 13 1 3 8 j W 10 11 12 13 14 15 16 17 11 12 13 14 - 3