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HomeMy WebLinkAbout20050785 All Versions_Site Plan_20060907? I 25 3, z s i t See Slat I-A For Index of Sheets STATE OF NORTH CAROLINA R1]i WA111R01$LiNIQK7pp . . l bI .C. R-2510B 1 J DIVISION OF HIGHWAYS WrAn"Mm It1Il M .? WBS 34440.3.7 MAF-75-3 6 CON I ( NO P1i0JE } ° - BEAUFORT COUNTY N C ?V LOCATION: US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17 PRELIMINARY PLANS Y K j TO NORTH OF SR 1509 SPRINGS ROAD m myr USE P= a RIGHT OF WAY PLANS SUBMITTAL NUMBER ? p 20R2 TYPE OF WORK GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING SEPTEMBER 6,Y006 S ?1 GUARDRAIL, STRUCTURES, CULVERTS ? 4 0 m ti r ?c r-L:7 0 1 $ 9 VICINITY MAP NOT TO SCALE -L- Sta. BRIDGE 42 ?I ? BEGIN BRIDGE a? -L- 510. 4-90 BEGIN BRIDGE 9 1? / 1 4 4- N 15th ST -L- Sto.g76+76B4 END BRIDGE J -SR3- tom) I ??, 41 3 010'x9' 4- _- 23 4 RCBC ?q Y - - CHOCOWINITY - C ?0 BEGIN _ r_: SR4 ) - BRIDGE 1q 0. 324 A" - - Y18 -Y19- NC331 -Y17- II 'I v \ i SR 1165 Ni i GRIMES RD; 42 264 RN S 5th ST. A TD ` USA WASHINGTON ...._ O -Y?- BEGIN CULVERT END CULVERT I I -L- . f4 - a. _ .: 4.D N Y14- END PROJECT R- USII ' O y PRICER -L- POC St a. 52+38 R-25100 LA N DETOU >?` - 13- _ END BRIDGE 1 V SR2 w ' PADRE FARM RQ ? GREY RQ BEGIN PROJECT R-25108 3b BEGIN BRIDGE -L- Pur a. R- 2510A = _ -L- POT SYa.220+8320 R-25103 LA THIS IS A CONTROLLED-ACCESS r\PfiOJECT WRH ACCESS BEING LIMITED TO INTERCHANGES / PARTIAL CONTROLLED-ACCESS IS PROVIDED AT THE SOUTH AND NORTH ENDS OF THE PROJECT WITH ACCESS BE1W UNITED TO POINTS AS SHOWN ON THE PLANS PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARIES OF CHOCOWINIIY AND WASHINGTON. 0 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prwared In He Ofrice aft I FLATIRON/UNITED HYDRAULICS ENGINEER 0 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 50 25 5,0 190 LENGTH ROADWAY TIP PROJECT R-25108 = 3.898 MILES ? I? AJOINT VENTLME EarthTech ADT 2005 = 10,200 LENGTH STRUCTURES TIP PROJECT R-25 10B = 2.942 MILES ATywIntmdonnlW.Company y PLANS ADT 2030 = 19,600 TOTAL LENGTH TIP PROJECT R-25108 = 6.840 MILES 200 STAAmNBD SPBCDWAVONS r8 e DHV = 11% O 50 25 50 100 0 1110 =oft.- 1-.0110 D = 60% GmN SBHA MPA ROADWAY DESIGN - PROFILE (HORIZONTAL) T = 8% RIGHT OF WAY DATE: MVGVMM ENGIIWER r 10 10 20 (TTST 6% 8 DUAL 2% ) LETTING DATE: iavD AAaSrmH6! Px V = 70 mph r "jwT an"M ANaDDan PROFILE (VERTICAL) ra ra SiGminaa. ST.= MWWAr DUM SNWa= I• K N Z 0 N lit H ?8y u41W 3d? Note: Not to Scale FLATIRON/UNITED STATE OF NORTH CAROLINA ? AJan+rVFJMFW *S. U.E. = Subsurface Utility Engineering DIVISION OF HIGHWAYS ? EarthTech CONVENTIONAL PLAN SHEET SYMBOLS "??'m'Ud.Company BOUNDARIES AND PROPERTY.- State Line County Line Township Line -- City Line --- Reservation Line - - - Property Line Existing Iron Pin Q Property Comer -¦ Property Monument Parcel/Sequence Number Existing Fence Line -x-x-x- Proposed Woven Wire Fence 6 Proposed Chain Link Fence a Proposed Barbed Wire Fence 0 Existing Wetland Boundary --------- Proposed Wetland Boundary u Existing High Quality Wetland Boundary - -? ?- Existing Endangered Animal Boundary w Existing Endangered Plant Boundary °°- BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or US Tank Cap 0 Sign 0 Well ° Small Mine 5? Foundation j? Area Outline D Cemetery Building ?--? School Church dS Dam HYDROLOGY. - Stream or Body of Water Hydro, Pool or Reservoir r====] River Basin Buffer RBB Flow Arrow E--- - Disappearing Stream - Spring o'' ?•? Swamp Marsh Proposed Lateral, Tail; Head Ditch False Sump RAILROADS. Standard Gauge - RR Signal Milepost Switch RR Abandoned - RR Dismantled - RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way 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 Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement- Proposed Permanent Drainage Easement - Proposed Permanent Utility Easement rsx TRAY9G4rQAw YRE? 35 Saf 0 0 -- E -- E -ME- -PDE- - PUE - ROADS AND REL4= FFATURES.- Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut ---C Proposed Slope Stakes Fill --- F--- Proposed Wheel Chair Ramp <90 Curb Cut for Future Wheel Chair Ramp - cr Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail " " " Proposed Cable Guideroil " Equality Symbol Pavement Removal IPEGETATlON Single Tree - Single Shrub - Hedge Woods Line - Orchard Vineyard Q 0 0 0 0 0 VIMYUrE EXISTING STRUCTURES. - MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.- POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer UG Power Cable Hand Hole H-Frome Pole Recorded UG Power Line Designated UG Power Line (S.U.E.*) PRELIMINARY PLANS DO an UM FM GOMMUCrMN WATER: Water Manhole Water Meter M Water Valve Water Hydrant G Recorded UG Water Line CMC Designated UG Water Line (S.U.E.')-- ----?---- wec w- ( Above Ground Water Line A/C Motor TV: TV Satellite Dish 0 ?--? TV Pedestal ?Ce TV Tower ----- UG TV Cable Hand Hole 19 00 Recorded UG TV Cable 5 nated UG TV Cable (S U E ') Desi - - --* - - - - . . . g Recorded UG Fiber Optic Cable -- n Designated UG Fiber Optic Cable (S.U.E.•)- - ---- Fo--- • l? t 8 TELEPHONE: Existing Telephone Pole + Proposed Telephone Pole -0- Telephone Manhole 00 Telephone Booth 0 Telephone Pedestal ID Telephone Cell Tower T? LPG Telephone Cable Hand Hole Recorded LPG Telephone Cable Designated UG Telephone Cable (S.U.E!)- ---- ---- Recorded UG Telephone Conduit ,c Designated UG Telephone Conduit (S.U.E.")- ----n--- Recorded UG Fiber Optics Cable "'- Designated UG Fiber Optics Cable (S.U.E.')- ---- Tw--- GAS: Gas Valve 0 Gas Meter Recorded UG Gas Line Designated UG Gas Line (S.U.E') ----a--- Above Ground Gas Line A/C GW SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout +0 UG Sanitary Sewer Line u Above Ground Sanitary Sewer A/C smliwy senr Recorded SS Forced Main Line -ro- - ----?+--- Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole • Utility Pole with Base 0 Utility Located Object 0 Utility Traffic Signal Box m Utility Unknown UG Line ?- UG Tank; Water, Gas, Oil 0 AG Tank; Water, Gas, Oil 0 UG Test Hole (S.U.E.*) m Abandoned According to Utility Records - AATUR End of Information E.O.I. AIL AY 40 30 20 10 0 wig -Y10- DETOUR G5 P190 2D+JW5 2748'46.4'(RT) oPAL %RAlI0m D - 230'OW DS fR - ro 222 L = 1,19ew 61na9 s R 2.M S s OD33 EST S TONS Ds _ ? H EST 14 SY F.F. 15' CORRUGATED PLASTIC PIPE FSYf OWS ASWHSARY ® _- - __ ?35o \ N N 64. C OUR QQ; 'h O -BM, 24'COAAUGATED PLASRC '1 AS NECESSARY d - Ul[#AL Z' RASE DRCN W51 SEW A I6+55 TO 3o+oo Rr -n IT '' ' 3Tw - PIS 5104 'ATE IT-E" e - MEW sole 21 22 APPROX. CHOCOWNrrY CITY LIMIT (D N JEFFREY B. TMAIDN osna PL an PUT CAS 9Y SIDE 271 c C DEMUR -Ya- POT S/a 27+390 AT. DITCH =p?? to TO 15+45 -nO-)ROUA IT SPECIAL CUT Mw ti D?u\c STA. 2s+u t?_- a D ??ui IT c PTsft Cur DRCNSTA 3+88 TO 25+vr -naDIETOUR s Ny N C QM7 31403. 1 ? J I I 6 •. _. ._ _ N3S5 3h1_. .- ?.. .. . _ _ I =yy_ _ ;, - _ - rMM ?? A I? I?lf I Q ? 24'CAG ? `' I ?y?t, ? 16 u 30d \ \ _ I 1 CENTER 33 ?- \ v I PAOPOITM LLC \ s,ayo„ t Ds RII. ro 30? ?I 23 24 25 26 PROJECT REFERENCE No. SHM NI 2 r FLATIRON/UNITED AW SHEET sJt?r No. W AJotNT'VBPEIUR6 ROADWAY DESIGN HYDRAULICS ??R ?NE? % - - ? EarthTech PRELIMIN Y PLANS s ?? ATya InlTm3tiP NlItd.CompaRY DO NM un Pa , OINPRRUL7N7 ?w Sta 27+49,87 A - IrWW(LT) -Y10- w 5ftlgt(vfi6 F. 8: D-f30'OW £L ? Sa 201 T -126-W avo f ' ; JAFETTE I. BAKER u sO.M 7 w Nt -PC !N Y 40M ? P ? H 9 f 1 { °' m O ® AF ALEX JLLEYAtDO?J OL S21 ,.ss1lRaMneus CHOCOMMRY FIE DSTW I`h \ VOUNTEER FIRE DFPTJIC. RR I DO =- PO 473 I RlNPER Be w- PC 35 ILLARD D F. SM C I Lo ? SYLru YYOLI IA 01 ODE - PC 5 3FR i ? v ! 76 arA 75 . / LAG ER WALL I I w I E sic c R uaa ?e _ rn ,.ti. ien 18 =._: -¢.-A'-F.M. cPni44k-..._ {- E?- riitr YIO- PW Sta29+9L04 ¦ '__---- i W-u !oti?Le - /SfwLT PDE O _ M.HARDM ? h f fyiNh p . glow- KIM& H+53M Ds Of - ro ARE PDEJ PC e - SLIDE 229 TRAM RAU - --- - - - -- -- -- -- -- -- - - -- -- -- -- -- -- - -- -- - -- - -- -- --- -- -- -- -- -- - - ---- -- -- - - -- - --- --- -- -- -- -- - - -- -- - -- -- -- -- -- -- -- -- -- -- - --- - -- -- -- -- - - - -- - - ---- - -- -- -- -- - -- -- -- - -- -- - -- - 40 - -- -- -- -- -- -- -- -- -- 30 - -- -- -- -- -- -- -- - 20 --- -- ------- -- -- -- - -- -- -- - - ----- - -- --- - -- - -- - --- -- ---- -- -- -- - -- -- -- -- -- --- -- -- -- - - -- -- -- -- --- - -- - 10 L O 27 28 29 - - i N z 0 N 13 33 LO4LWN O M - PO .WFOY 0 O ELRAKTO hSLOAN 00 M - PO 4w PC 0 - SLOE W 96T4-iT-FOES Tract a R / so 5 Ro - !25.W Qs X70 MPH 3, \\ 35 ?// FLATIRON/UNITED \ A Joan VENitaRE JONN F.HTT,opt acc REMOVAL OF EXISTING PAVEMENT N WS - P6 JJI \ 9) EarthTech 2B aJZA" P. SUM 00 M - PO ISO PO 0 - SLDE w W'74R-nu Traof a \ ATyao Inlroabooal LM. Company 59+!376 ? ??::? m000 Y. ,y 1 ? Y r_. y r_ f Y ENGINEEK ENGINEER PUW IN RY PLAN; ao aror w COMMocrur O W 1W11, rWr^ V1 4 r CY) V/ W 28 ELIZABETH P.SLOAN Om-rose EC B - SLOE 229 56T MT-293 Trnot a O.Z 2B I ?: I?? ? ELIZABETH P. SLOAN ; ? ?,.\ \ J5 Deny - ro 672 \ y, ^ \ SPECIAL LAT v PC a -SLOE 729 SEA +DETAIL0 TO TO 310+70 -L IT JOIN F.HRT.K Itt SEE DETAIL 11 Tr of 20 \ ,'{ }'^; \ D0 N06 - PO 376 Y. i (+1 9661-06ilp nab S, \' , ? 125.00' 5. 110.00 t!46- MW FEN .Y:. c c ' Tv L' F c C C c c F F F 2GI-a AO FS -f - N O \ WER i C C C ` y C C W FEN eu W cE'runuF Y. Zl SY f.F. E EST 1 TONS [ST 7 SY F.F. SPECIAL TA UT 3'O S STA 30 309+SD TO TA 315 315+SO L O i CL 'r O SEE DETAIL 17 + 125.W - LES T S T NS EST 14 SY F.F. 130.W L 116.00' + ? C Y A SPECIAL 30 +3 TO ST SEA 0 TO STA 309+50 -Ir RT SEE DETAIL EruI n 2B / ELIZABETH P.SLOAN D2m-ro430 904-17-M Trrowt ent >b MREMOVAL OF EXISTING PAVEMENT abuba. 1,26 i 1 Y: \ l ? ? t 2B ELMABETH P. SLOAN aM-PC470 \ PC e - SLOE 779 2{TM-= J'. TrDOt a c c C c '9' RIP6AP 1 TON 5 SY F.F. Y TAPER LT. & RT. FLATIRON/UNITED AJOMVMMPA 10 EarthTech ATyro International Ltd. Company NM SPECIAL 2' SASE CUT DITCH STA 321+00 TO SfA 323+50 k IT SEE DETAIL 114 AM SHEET MAY DESIGN ENGINEER ENGINEER 1b NM UM Plot 40MMIOCTIM C C c c I u, ?d TYPE 350 t' v c` c SPECIAL UT V-0IfCH STA 321+50 TO STA 323+50 4, RT SEE DETAIL 11 O N =c Z N L1' '' (W aaaa? O O Q FOR -[- PROFILE, SEE SHEET *D FLATIRON/UNITED REMOVAL OF EXISTING PAVEMENT AJOINTVENNR6 ? i EarthTech / ATnolntdnationElltd.company / Y. Y" 35 JOHN F.HRT,at uK 0B10.16•PO 771 5964'15-6167 SIECIAL 7' EASE CUT DITCH (1 ? STA 371+00 TO STA 373+50 4- LT 'G SEE DETAL 114 tao.Lia i rt a c c c fW/? Q ? O 0 Q C\j N C Q f.,1`?.r^t W Z, EST W TONS - EST 7 SY F.F. Q ?a yyyy??11a?, N SCUC ISCHARGE \ Y. Y. \ \1 a V / 4 Y 'Y /r Y. xe a ,?' / ?r r' ROAM R.LOORE O/ M - PO Ib i ENGINEE0. B4GINEER PRELIMINARY PLANS no Nor oR Vail, DONBrAOCraw ?. Y Y Y. 4, Y y Y_ Y '} Y Y- y `Y. y- Y r r5- .Y: ' F Y k +50.00 ,? .?. ' . 10.00' V IOO.00 PERMANENT ROCK CHECK DAM .1• CL W R 'IIRAP EST 5 TONS EST 14 SY F.F. LATERAL 7' RUSE DITCH Yr5' BERM 333+SO TO 371+00 -L- RT SEE DETAIL t9 \ S Y-OFTCH V. 321+S0TO O STA U 371 +5 SEE OETAI fl ST A 373+50 -L- RT y: - 35 \ JOHN F. HTT, M Lot \ OI ID>i • PO 771 6NR?15-11q J, ELIZABETH P. SLOAN OI TTZ - PO 430 ? :Y PC 0 • SLOE 2119 RBy 5674•R-96TS Tract EI \ y / O ELIZABETH P.SLOAN \ 00M-PO 430 PCB-SLw"l S9T4rt•Mp Tract 24 -Y: y RmTT T ERIN & c:) 'y M9 P9 76I t? wm•Pt9N V W vl O O H O ''^^ FVl N %tl/ ?Nt Z Y. J, Z }= U Q v 38 MOORE ?,. Y: Lt9OgM11 w FOR -L- PROFILE, SEE SHEET 46D AND 47D NROJEa REFERENCE NO. SNEET N0. ?- / R-25108 11.0 FLATIRON/UNITED MW SMEEm NO. A JOINT VENMR6 ROADWAY DESIGN HYDRAUUCS X. _ - ENGINEER ENGINEER EarthTech PRELIMIN RY PLANS A Tyco lRRlemabonal lid. Company DO NCR un catwamvcrmw BONE L SHOLUON J . & MARSHALL T. SINGLETON aV PCM Y C -)L Y m!9-P/N Y Y Y y Y. Y Y. yY. Y. y'. oy F _Y- Y. Y Y. Y. Y Y. 1 ?. Y Y ?y_ AL Y Y. V' Y: Y Y' Y. L y' 0 Y -Y T_ 41 T - .ar N W 0 y_ Y Y' Z Lu 21L Y Y V) N N ... .. y - .Y y h O V or vp O y _ ' .}' .,? N N N y O oa ZD V lk Y _y A' '{. T, V' Y Y Q Y. J_ v- Z V'. W_ ? Y V. Y. W_ Y- V_ Y Y Y _Y Y ? J Y' Y Y. Y y w y loo.w •` .Y: ?- Y Y: a Q 3 Y ?? y y' Y Y Y y: W Y V .y. Y Y ?. Y. }„ Y. y. Y `t Y_ Y ?' w 'y Y Y. V: y + BONE LSINMEM JLi V _?. Y Y y. Y MARSHALL T.SNO ETNE \ Y" Y' Y. 'z 00 Q - P/ 961 - y Y_ 51 Y _ ?_ v Y. .- Y - Y =} 1 ?_ V pTK-OF ?IA51911GTN1 . Y Y X v y Y Y_ REM yAL Ofy:EXISfING P?EMF?Nf FOR -L- PROFILE, SEE SHEET 4RD as No - Po 666 \ ? w r. Y _ r_ Y NRoRa REFERENCE No. R -2510B SNEET NO. f&0 .Y. ?. ?. Y.. Y {. Y Y Y_ } r44FLATIRON AUNI?TED lK Y ROADWAY DESIGN NO. ENGINEER N10RAWa ENGINEER :Y_ Y y ,? C Y y r. ?. EarthTech hTyco lllhmadooEllM.Canpem Y Y W_ Jv- Y y- PRELIMIN Y Ro xm vs aNRR PLANS IIR77Q+ O Z 0 N C LJL z v L-L L-L V C (C r Q V 1< r V Ll lit a I yw ,G. d"i? C) 0) w s V) W f^ fui V7 C1 O C1 O MM Vl U-i z a v w Y ,. ?. _V .Y ? r Y FOR -L- PROFILE, SEE SHEET 52D AND 53D } FOR YVRB- JTOFILE, SEE SHE?pT 61D w FOR -Y19RC- PROFILE, SEE SHEET 610 FOR -SR6- PROFILE, SEE SHEET 74D Y Y_ Y. .?L r Y. w. Y. Af. 60 Y. 1. I J. DAN R1101 JFL 06 743 • PO ]B0 O 86T6.0-066 Y Y Y Y Y. T_ -w. 0 N i ti N t W V! Y r= W w Q - 0 Q Y W 2 2 U R Ippn E z 3d i?.Y Y. 7 f? V11% ?I 31 I ?4 I I++ 11 'RUCTION NNITS " y) 4 i ?l ISD.OD F _ :E F -- + F F F F F F F F TYPE 350 a ? M1`? o a PDTENTIAL SITE FOR B WASTE Oft BDRROIYI a .y I 2612 Y x Y Y N wm* ??7 r p POTENTIAL SITE FOR gt E V + I -YI -RC 56 T Y WASTE OR BORROW BEGIN SHOULDER 2GI-B YYFW BERM GUTTER .478+4178 GRAn SP F F 15' CSP YY2 BROWS f gjp f F F f f ROU3VE GASIE DISCHIARGE SCUPPERS ? f `\ F jE , I AV WW FENCE _ rk" 1 r?loEn . aer, S I PI Sta ( 9 t ( D - Y. Y Y Y 1 n "n «I \ T-1 DOMINIO CONSTRUCTION c ING LIMITS 3 I y 60N'. t. I J. DO M"M Jn D6 715 - P8 560 y S67Hl-OD6 ` I y- Y yTM T / _ L _L- gp??/?p^, FLATIRON/UNITED Pie g? A P1 Ste 30'Pf2W(RT1 e8 - ? T000' OO.V0 / AJOINT VIENYURE L8 - 2DDDa D - 100'OOD' LS = 200W 62 U - 133-V L - 3.03556' U -13334r LEE E, KNOTT. 6t d ?- ST - 6661' R - 0601' ST : 66b P06 5n? 22 I I EarthTech I - pT>col9lHn96R9RILtd- CwElom SO PC - Ptot Trrooot RD - 200W 1876 Il 6268 Ds - 60 I 62 tT---- LEE L KMDTT, M d ?* SrAIiEH, 0658-PC 22 I ` OBOp-POMi PC A - SLOE 92A 4 PC 8 - Sm /-i PC 0 SUDE 249 Second Troot ' I O t 567636289 -Y)9RB- Mir- PIS Ste 0+10.00 PIaS Sk 2 *80M P1 Ste 4+8471 PIS Sk 6+8891 f r 4& 000 LS ¦ ?20D0' * es Le ¦ 24ODY D - rOO'000'ILT1 is - P? I ' x - - - - ' SUT-? UT-? T-12 UT-? w R -1,43239' SS - ODB END Do - T+ ' 1k F n 62 80 MPH LEE LKKDTT,«t d 79.W F I --{{{ ppp?w? W + - PC 22 k I Q A PC sLOE 92A F 1 rI" TMd hoot + + F 11 47'U. + 96TF2 1 Iw.bn 75.W , PREFORMED SCOUR HOLE F F ,, .,... , Ywc- 40 c 16- tftlNftEJ Os - f 48' OW & - ffW 487 fRT1 Gs - f 4T 150 Pf Sk 13+3370 Ls - 240W D - f 00'00.0' LS - 18750' (LT) A - 2H'31Z U1 U - AMW L - 224W LT - 125Df a L - 00 00D' ST - 8ODY ST - 6254' R - r+ W a X - R 2 - 479 o - 40.00' DS - 6D MPH / FM VM W_ A, DBm -POM k r 40,0 Q O O ?LQ t LQ jW Zuj DO m PC a _ _ 1CII 16-94 - I.--i Hr ccxc } _ ?•A;? III M TEP STEPHEN RNEM rr,C 3 NE M7146 I ? l REMOVAL OF EXISTING PAVEMENT - F m I { k.; l HECrREFERENCE NO. R-25108 RA! SHEET NO. DWAY DESIGN ENGINEER ENGINEER Tm (^?V, F I F f O SWAMET3 Ds M9 - P6 M PC 6 - SLOE,k1 Qr- ??ll d, I is- Pff BERM - I F F !C. FQ - (' !( ND CON_S?RIk'f_ III ANTHONY E.9ONIER ISFBOS lygT (1 k!!!f ?' °° UT - PC US 70 ` ? O T3 CS(??F ST II' -rYATT,fMFST1ENTS, LLC ! J / P?'?.54 MARY A. G p? i r N EF Sy?q .30?[? 1 Pc P- SLIDE w•: j ? r + Beams - Po 1' y N 4? ? r I E KNDTT, ry r 6 29.9i& 55.00 EIP DOW- PC. D Y! - X1979 s + YI 5.ar r a r / ? U. T4 6 Be rn- . 41e' 62 ' 72.010' I Tea J f 1 ?'s I' W ?svD ? r T5 . ?De Qe?- ? isro I? ti 1 I . 1 ?? art AAE Pe 23 o3E I l soa 1 ° 9 0©? \ ?. EST. D • iDE 87Z ©1_ 2 ?` SEE DETAIL ill ° ssr ! sal +.ee is.ar + nus + ° ?? eD.ov 0 I S EST _ A?AIM, et 67ar ,ETar 0 1 1 ! + . 80.60' 2' M7T • R ell I 1 1f?7 102.4N 9a C o DET . A O 150-50-150 1 "I ; 180 O 66 + Q - 7 5.. a GARGLE Hl, d C Ks It <f g a PUT STA Q 24,.96' 1 F CO I ? rnvm., ununu nv. Nxn rw+. FLATIRON/UNITED R-IbW SHEET NO. 25.0 A JOINT VENTURE ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EarthTech PRELIMIN RY PLANS ATyco 10kmeti0nel11d.Company Do NO9,ts Pa. 0awnla•L00Av 19RA- -- D• -'? 15A' ? 7 ! I 88 P'86'I - Icy R 4T Ole r i.. -r Q © X k a S 1 LIMIr 'z Ao x ,r? C5J F v y , SSttA 6+6261ETO 5U 10+555 -Y;9RA- RT I I - I FO • .¢@ DETAIL /4 l "' G 169 ¢ 1 j 5r1 ,7A'? • ?? J ' ?''.'"'.;r'^:;., } f cm 12 + u0i r I I \• LAT 1' BASE `DR-H `""?` F--- T70 ! 11 .? 1 r t I " ?; S7A 3+10 TO 5TA 6+62 -DETAIL RT R N SITi DETAIL N y, - CL 'C RARAT NlE%'J7' +TI O f T + 777 _ \: !i. ?1o0 TONS G G ffE*TIAL SfrE FOR L1 ' I 1 WA?E OR BaRRW Q1 18 S,0 9252 0 d PREFORMED SCOUR ` ql CL A' 'RIFAAP C ?\ I ?'Typ F F i P ?I ( i I Pam' D + 6D?D IRE I Os - 6 00'000 7101E 19EST TONS d T 1 , HW OESf 14 SY RIDE Td -1334r L ¦ =46A LT DRAIN - 6674' k- ST ¦ 6674 F +" ley a Iv RQ __ + .84 END x F T F F = ON IV a9 YU2 EvawS -19fin- srsra fPfb&!B i - ROD AND LUG BERM G TER '0 Wl i 1 N U'D ! RC/ ? ¦ 200 50 MPH i YdSIEEVE GASKET , -1'19RB- SrSftl44 M ENf1AL SITE FOR SPECIAL LAT V-DITCH a ASTE OR BORROW r _ - ' es 0 STA 10+00 TO STA 12+e1) -Y19PA- IT +2100 END 79 ..•L. STA4WO . SEE DETAIL it k b e A, -PDT ST 24+51J5 J,f !" ;I MONOLITHIC + z r \ 41 \ 153 B M GUTTER CAROLEp •t d (? \ O /(1 ; SLAND SNOULOER Q ?v l OBSPI--3!•? O BEGIN FM the Q K BERM GUTTER 350 2 01l c - NI s TYPE III T h I,' O O 4? + GONG, 1 n N W PROP ?Q GUIDERAII +85.48 ! ' 7 n ~ (? N - ; III TYPE lA 350 B ` 784 15' 15' 15 1 O II 1 ! G4-8 \ v POP. _ - 186 c O TYPE M-350 m O V l ? i ? r r I. t0 ? 4? N "F) ?u ?? O 1 A? '/ O o C 16 B n ¢?r Lli TYPE III 50 -Y&W- + M +q9 r CAT-I END BRIDGE i PI Sto 116006 PI Ste 3'1,81 a Sta 6 P1 Ste Ple Sta !P 6 -f- 16VI V 2 CA T Pis SM 8,~2997 PrSto 9f902P Pig Ste 11+50OB 5Z g 8 448 0DD'? - rrl6'2LC4'cLTJea ¦ 4 4r, - f23 16a 4*4rl ; Q - P?DA?Oy' D - ?sOOl000' ; l?aT? P? ?V ?p¦ 5'00 - I8I50 GRATE Q 9a r44l'/IW A - 9pf/5WW'PyJl/fyLT1 ga . *??/Iy? y - r. Le - IV/dl/ D - i7 WM - I?W ADS (.A$ 16OL L f LAIN i Y - IRMN LI + 1 y?1- 1 D LT - 12504' L + ISNi/2' LT - IEW RUG $T ?? T - 14f ST BA09 I ST ST - 6254' T - 97M ST . 62-W ? wl SMML LAT V-DrrcH R ` b43 - j Se - R - 114592' 1 l4 vj STA 9+00 TO STA 11+50 -n9RD- IT Se-005 SEE DETAIL 01 Ro - Ro I \. wAND?iW ,wsL>?vf ?? M F F - MPN I - NP V F "_ . F F F ?*- F -?SRSSTalf?sl 4;.• ?;, I? F -.- Q L?QQN SPECIAL CUT DITCH W ; :l FIA.11+501 69 STA 9+00 TO STA 11+00 -YI9RC- IT PREFORMED SCOUR O SEE DETAIL #2 1? 1 SEE DETAIL • ? yy ;> 4 117 q# & a,Ims /F I ,u H CAROLE HILL, art d sr STSft c De 992 - P• ST? POTENTIAL SITE FOR IAL SIT F ?, ????s c c WASTE°QR BOItAOW O' W E OR F ti i S, Q?°! CO C C NOLI C. --?' P (r , TTP• ISLAND r? E • x (Lfv Bd a ; a xs: .? TYPE 360 • ? I 1` N i i ? e 0 0 1 h ft: Milli CL P b j P6 EST 5 TONS ,y - (- EST 14 SY F.F. m 15 1800 -405 5-180 f`1 D-50- ^ , -YNAD- f 8.' ?Oi0 i ?.. f-711927- V-a=H liar - 5' BERM e+10 • t ` + 9,0 C \ S TO 10+00 -n9AD- LT REMOVAL OF EXISTING PAVEMENT f !< c c ° i ; x \ SEE DETAIL n2 FENCE 4r WW AD is.OG' / , ! 1 + 7 CSStd.1240022 FOR -L- PROFILE SEE SHEET 53D + n9wa 1?- POTSta?+- +Dy FOR -Y19- PROFILE, SEE SHEET 69D AND 70D roar FOR =Y19RA P IiE;SEE SNEET-60D '??T' ( Tsar_ f I ?' 19 V r rrs- ParaI4+S?so e 5 ( r FOR -Y19R8- PROFILE, SEE SHEET 61A S S SPECIAL TAT Y-DITCH JACK yTgEll L 5._jft"`?a•,?ed FOR -Yl9RC- PROFILE, SEE SHEET 61D AND 62D EE S Tq 2 StA 10+60 ro STA 14+00 -n9KD- IT cot' 6eTae6 Taa a SEE DETAIL 01 De ea -PC H T a FOR -Y19RD- PROFILE SEE SHEET 62.0 yF? ? u 70.ar r000RIIF9 ASSOCIA ? LWIvv_ FOR -Y18- PROFILE SEE SHEET 66D AND 69D 40 n ae 5M - PD tee £ ppOX NpSNINGH 1? A? AP r W6 '10.S CSSfa 5+215 50 SY F.F. 2' BASE DITCH W V BRNI 6+10 TO STA 8+10 YI9RD0. IT DETAIL w -T19- US 264 0000 2o5oo HDD 552 100 2000 6700 -I.- aTOo eeoD 16000 1.00 5,00 700 1000 TRAFFIC-DIAGRAM 0700 ACT 2005 ADT 2050 M00 z 0 i lit 4a?iZgZ i 6- 0 tit o r 1 15p i? :7' III !I C CI ?i O N N (uj( n LLJ wl ? C? I 0 O O O 46' VAY N 5 Z c `; ASI o Q I,'I t; J?, Ifc ail,{s 9 -L- Pls Ste 57+11.85 PI Sta 525+8919 Pla Ste 534+1983 Os 4'30'GOOp- 34'59'128'(LT) Bs r3O'000' Ls 37500' D - 2'24'000' Ls = 375W LT - 25008' L -1,45779' LT = 25009' Sr - 12507' T - 75242' ST - 1250P R - W87.32' So- 0.075 Rd - 375W 109 DO - 70 MPH SHR.EY T. ROMAN, *t d OB 634 - PC 42 SPECIAL LAT. 1' EASE DITCH STA. 545+00 70 516+00 -4 IT SEE DETAIL IR _ c ? GRADE SF 00 k IT SEE PROFILE FOR GRADE SPECIAL C C C C GR. 5' MONO CONC. IS N 5'l0'23 v; sp?-Eresr d _ REMCWE --A I C t i I I 1 I j conc., ? I ll I C . -C C - 1e' carn_,_ 165 NSf 45.00' { _...--.._`"•% 45.00' 45.0' i1 N Imo. ?` I, 127 126 STAATE ROIIAY PCAA? Al w( DAYDO ST??e 08m•PC in I DBPn - mall 11 + 1 5Qt-59-22" I ° KIi-w2m I` ? i i n orvc? 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ARNOLD ENGINEER PRELIMIN L- nar w RY PLANS carlena-•E?1 INCOMPLE E PLANS RD nor = Ral /a ACROmrac 171 VERM L.WWCIE 00WT-roOl o I!B - roil Trout L M slit-0D•aN WGIN 46' 0 0 N + 7S.W 5ASHINGTON CITY Lim" F C P 70• L N O • O O J _ ( Y REM ` OVE 15?' cac z - d I N -t ui C w isaK J/ ? Q ZZ li'll ?O SM J/ 6A00' T Pa Two x II to ?' fs 519 M 550+65 -L• Al SEE DE7 f2 PC UK T v x 86TTt0bDt6 D f cz? Z 176 BILLY a AIBIOI.D i t IN11-BO?ao I II I FOR -L- PROFILE, SEE -SHEET-550 \ I FOR -SR4- PROFILE.SEE SHEET 740 \I ? I z MARI ISBEc w d LWOOLABD,ET DOf y" w 3eT SO 906 Ml l r O ro 53 51 / B / 0 /v s / Y FUNICE L. NORMS T5," DO W:A ro SB) x Rea ro aT WYET BRATTY-MOORE.ET VIR / FLATIRON/UNITED M----- DO on ro t / A JOINT VENTURE 11 ROADWAY DESIGN I ?> OB pM ro PSY J EarthTech RD ATyco I tWonalUd.Company SCE' / / ?? / / h ?t7 YY 6 ENGINEER I ENGINEER PRELIMINA DO E@T UM RY PLANS cQ+eRalaa+mr INCOMPLE E PLANS DO NOT 0161d1 /1I -- LE x X16' -?._._.?_,_?....,?,_ ?^b_._* -_..._. _.. •r 4 +X ( 4f o ycK` ro ANNA LWOCI.AIID,ET WI M PC SS crux \ ! fy\r 11110 00 r - pOMf ro ]O! E q-SP-l1 \? sexy 1 ti i - -- Od MI PO ]N A k w s 4. JOSEPH N.BOSTOM. MONTAESSA RENEE'BEATTY wil,it 1 ?? Q ?? OBpero Do In PC KI n r,Oncl £:r i ? JAMES F.BEATTY.ET UX / /? e° ?„r fl 4 a OB Wq PC SO! FS, C isenc i 2 r? --. - Z I- x N ?. N JAMES RDLLxs.ET u>< 7, 16• Cone ?? -/ is.COnC -F_`- -Ire ina, e 6.9 aA6 vs 17 2618sr pi I z ai. -_-. W Is CDnc IS- CDNC N Y l ` .,-- / i-- -' l.? - ~ . _ -. -?- r.? - S2-•=-.-.x. _'A---v--.--9.-_-=R= lam- ? i - x. x Q) t_ x tl? _*._-_ -- I o - :Sep Y....._. ;...._ x x -?- X- Im! Tr x --- I r d - r x / r J'? W V ED r'r' x --i;. -L- P Sto 63417.08 HMO 65+24B2 0'38'0341 A- 9-VPJr(RT) 9a O'-V03,r Ls - 12OW D - rO.Y2W Ls ? I20W LT SOLID' L - 535DY LT ? BOW ST 40W T - 8677Y Sr - 40DO' JACK C ERRT,JL R - MOW WIM-ro40 ERALB L WARE, ET DO m PC 1!B DD m PD SM 00 m PC WB ?SCB PC we 4 RMREMOVAL OF EXISTING PAVEMENT 0 VI I O 40 T Q, N s I, 1 2. c-, -Y9- EXISTING 380D 8000 US IT xto- SERVICE I? RD BI 100 100- TRAFFIC DIAGRAM 7800 ADT 2005 ADT 2070 8000 A - W 59'O891(LT) A - D - 51'!1'440 D - T -1A T R - 10000' R - Se . Ds - 20 MPH De - -Y9- P1Sto 2546223 A - 7'16' 050 (LT) D - 200'000 L - 363.47 T 18/-W R - 2.86479' RO - 8750' D6 - 50 MPH ro a a 170 RAYMOND S. BARFA SIR; 00 I= • ro 36 j _IV ro------ _T= -- SR BN PflICE to B?f BKHAR0 TRPP HERS ?. ! a6R-robe In ll 'S. D ? 6'00'L?OI T-I11 R 954.9y ??-50 WA C c y - - \C, c II c DAILY S. BMW a CATHERINE r.rTwzrot a j csft DoIm - P9 407 +99.f 50.0x' + ww BD+cE N 8'4!'361 E n G' R. so' + - ? " ?r.. 6l NI, R0 __o' N lit 8y yy ? - c^' r ? W +c s61 u?r UT 2' 615E DITCH V2' SERIA S TA 10+50 TO STA 12+00 -Y9- LT SEE DETAIL 40 R-2510A I/ 09 R-2510B lQ) ` m No528 RA'NARD D A 1. PFED?JL H TBE J? \1` / PC E -- sm 6ST?-13 (V / HIR TXDiS paws _,.?. ?1P Pvc 8 ::?c 15C Q Q / \ \ Typ. ! \ 'fie Saab / TAE TO EXISTING k DITCH I 1 ? ? I I Il / CIFToe E. ass 1 \ w9w - / C r C' BY 0 'ANSITfON C ,QI RON/UNITED A JOIM VENmRE EarthTech A Tyo Intmn80onBI Ud. Company -0-1, SIFT ENGINEER YO NOT DIE BOO COHBBROL'rffi1 i I I I I ? FOR -Y9- PROFILE, SEE SHEET 630 FOR -SRI- PROFILE, SEE SHEET 73D NOTETALL DRIVEWAY RADII ARE ID' UNLESS OTHERWISE SHOWN. I' w 0 yi /' L WEREMOVAL OF EXISTING PAVEMENT i e? B +? t q i w'i r f ?Mw I I i Y ? ? l i? N ?SBNDl1 1 \ ,/? r nL F ? 6f, f.l4 m r t r :I M M1 }Y r ? ll r ?' ITS 1 ?' ? li5 RJ ?? EJ ES INVESTMENT CO. \I Y:' c r E SLOAN A JANE FACMRT FU7ABETR $LOAN S JANE EIRAIRT *,ar ( I `,GAS 29'MTLx ,x66675-ro330 GAI / `. , aD3t•rou? 0BtTl6•ro0U N 84'46'519'W?• o 49?;6 Sat 55.00' ASPN. C -X.?--- -r 24 W. ... TIE TO E WING .. DITCH 6'rvC da A'w wu ? R'LSxS. 1 Y 7 .7 2 T y d; B NI I N _.. d '?Q 15, coNL ?" A PV( SS lA - - VAl k. G- v C ELT. 'rGM 5 n DUSTIN DITCH ES ETT.7 SY E.E. O 2GI YE'RAT GMIF DAILY 9.90my CATIERIE . p1E rM I MeI roam ? ? IS CONL a us n zr5sr AfTVf `Ssy.. B/LT ! AXLE nF X 68'.X865 f LAM afT.AL " , A R SRANN R JR i aPB?6'ro6!6 \ Gs -rr2- f, 1 / I PROJECT REFERENCE NO. SNEET NO, R PI Ste 13+46.69 Pl Sb PI Sta 30+5378 ITB -25108 35.0 ggpp????77 FLATIRON/UNITED RW SHEET 110. a= 242r459'(LT)?'354F45J'(LT) p=6r4r20T(RT) 1 BEANFORTCOUPM / AJOIMVENTURE ROADWAY DESIGN HYIMAUUCS D = 645'000' 0 - 645'000 D = 645'000' r, l ENGINEER ENGINEER FW 5T& L - 3620 L - 5303r L - 190428' T - 1840r T - 274JY T =5709' r'1 EarthTech N 5T 1161 E R =84883' R -84883' R -84883' i3eo?o SR 136 ia.9ra s ( \ PR?ELIMDIN Y PLANS _ OD6 - ? So - ODD pD 50.ar /1 i ?. ATx0lntem2BonelLtd. Company Ds = 50 MPH De - 50 MPH Ds - 50 MPH RED *2 1 v 14 aP / Db ?rl a La-nevQ ET.ux. 1 2300 ro0- ROD- . 3eDD roD• -YIO- 50 10 oo? \0 9100 * ! !1.011'& / Z ¢ NC 33 16900 50.00 4 1 AT 6090 9000 ssoo? 1=" o + N p0• I p_0• 2 +9 . 1 rl I 60.ar RIM 0. STEVENS. ETADL Yr0- TRAFFIC DIAGRAM v ? DB.Dm PG. 359 ADT 2005 STATENEIE EXCHANGE CORP. PI Sk H+7156 ADT 2030 100- -YI2• END 1QNN_ PLAT CAB.'0' SERE 2" G - O'39'05.4(LT) POARE-F MAD - - 44+4) D - 07!5'000' oe.wo Po. as °P 1u_ MIT 5yaf+z4Bu T - l303d i 4", 132 R - 22,9J8Jr C p So = NC -"2- srEnAE cur DITCH n O p M - 50 MPH 60,ar 14 RICK 0. STEVEIE;,, ErAD 16+00 0 T IT C CtT OB 5D SO.oo' OIL OW PG 359 SEE DETAIL l2 SR2- C n !9. p ?j I 1 1 -m- 50.ON W ;(1 } rl µ p p 50.W a cE'r RFRw o P . I l i (? I I ?' t D4Ei0p -` ?.ar 60.W Fsr. a TONS o• p e V) Elp SIGN -RAP II ?1 1?1 E 5'x0 o L a RIGIHT +ao.ao ? + d e' Lo V1 13 + C c c F J w + o =? o WIC 'I o? 7 1? = sw• x- 4-- rcKLNnsea_x - _? _.__. ? ~ '• 20'9 .? ? Z I I?I; zo - ? - X -- ::3 W 'C P 137 ? - ss _ u BAS •l W 65.00' f I . l G. PLAY V CL'Y RPPAP 't II I I' -- x9.69' ??--. ITT EST. a TONSJ? I. + •35 -¢ ~ S / CONC CROSS RIVER DEVELOPEIENT.LLC 1 . R. m FENC 13 rr PAT P.AY OMIL WW FEN P SNi sdt D! I!k - t4 Sq I C C GNO,RE) Pow r 50.00' cAs + CE p I 52.9!' PC 8 -SLR 2F6 E + * I __ - z3 SD.w 6 NTT E 4 E IBS + 50.00' 60.ar m AJ111 ;? I y T 60.w OUVER A.TNOMAS 1 p A110N ;f' IV I O u 15 + +.a0 JAC L? • PO 200 70. S + . 4 3 PC Fes- SLR ?8-T S - 1 I I '? 70.00•!+ PC 8- SLIME X4+4= ISF&5 - [ {3 F REMOVE 184 0 W5 STATErDE TITLE EECNANBE CORP. _. N EE? tt'cN ` +,, p N. DAMS, TRUSTEE r ---- PLAT CAB 'P 2E 1 s I Z O x*A 011!01 • PE NO BEULM M.BAAAOEI K x---x DOm•Pap s x I WRELL F. J0116dIE PC B ' OL ino PL 40 0 I"?7 ' SLR m PCB • SlR m ' - PO "II 55.00' n I ;' ?7 ( m '° u ?, 07 910E 2TI ?.I cA , p F MIT ,. J ti;'-•v"j,(i 4;-'?:;;-: I I; v + ' - - ic?0 ;sFOU ?I?M Y -6' CURB F X F APPROX. N + W + ?-' t• a CUTTE 5'MONO ICHOCOY'ANCiY + V i' I :I ?b0ar 70,00' ?sF 55.00' i F' CONC ISLAND CITY UM .41 , m •a CI _ _- m 1 36.0 -- p - 5 - _ C avc ssTrA T - '- a a, L -yOMP s•rv 79' & IGH ,•' G:r'Jr''.."? -- - .. _ 6•PVG SSrM f^.AiU? - -- - -CL, 2' •6'CURB c\l & GUTTER - ui m ' TAPER 150 _ C['C , ,vc . ? mA,IW v 10 .. W EST 8 RODAND LUG 1W v_i - F ctiraa??, w'conc SOIL F "- ROD wG MP _. 2 W • a ,w ., 1r Wateow =Z - m 77.. ',. •? - 70.85 50' U 76 +93.39 NW f{ '^'? ? EST S f.F. D c 150' APER _ A FENCE Q W + .,` FF 80.ar 01 - 19' NNJ F iE (^ lee '`+I .n.. CL'V 'RAVAP AM lW NY e0.ao YI PDTSta ll a, MPRAP 130.qy " aTOrrNF.F. PUE ?sLevE W310T Pt1E PIIE PUE PLIE PUE MF5T& 14 I TOM PUE Q vx! NORTH DBD +raDd 5 SY Ff. 1UE UT S' 6AV DITCH MPS' RRM O BEST 11TOF1 180.06' 15.00' S STA 15+00 TO STA 12+30 410- RT LANERENCE J. POORE 6T 5 SY F.F. ?. UT 5'aA9E DITCH Yps'91M WW FENCE , n 156.87' SEE DETAIL IA w 12 • PO 4 ? ? ? t ? B1N•14'OTM STA 8+00 TO STA 13+50 -YIO-11R?lTrr 3 M DITCH SEE DETAIL Il pcft n 8IT ` R+$3? A.17 05 TTOO 19 00 •Y12- L 36N SEE D no SEE SHEETS 2X AND 2Y 1 O SNE FOR -YIO- TEMPORARY DETOUR 'LOTS PRWERTY OF An NUNTER 38 A__ l `? o ?9c TT-0- aE,-- +3T•z' 2' p SEE NOTE. ALL DRIVEWAY RADII ARE 10 k?? - - FOR YID- PROFILE SEE SHEET 639 AND 640 - -- - uv -UNLESS OTHERINtSE SHOWN. m FOR Yl2- PROFILE, SEE SHEET 660 eam REMOVAL OF EXISTING PAVEMENT FOR -SR2- PROFILE, SEE SHEET 730 !?? 169 WAYNE M. *MAN),* "1" ? 1^ S d ? ? 4,11 O a '.,, d ' } 29 Z 0 H STA 16+00 6.0 MATCNUNsHE Q SEA. 6+00 TO , ro, 10+40 - n RT n I W B I ? u CLARE SC ,,11 2' C & G TTEB ENTIA' " E f OR 7 R' RR'MF TONS T.14 SY FF. 180-45- 0 8' 6 F d tit 4 ? r y?f v? ? REMOVE 2 SOIL U --=.y Q '-- -- mom Isro IO T F SHEET OF CNOCOWSM XY PERMANENT MA SEENHET '.0 WATERLINE EASEMENT DO 193 • PO 649 6T OTONS EST SY F.F. Vl (f) ??Tel lot a i ?: O SWIM pt W? I 31'& ow ?? ?1 Torx of alowrBaT ?/ FLATIRON/UNITED ??o N BS pq - PC W A JOBWR VENTURE EarthTech ATyco IftnaNndLtdCmpany . \ ® N sevw OISTWT ? VOLLNTEER E? DEP w 0!11- PO 473 y`?'??arv 4 DB FIJI- PC 35 7 JANETTE L BAXE /' UNDER Ds MB - PO 94 i' CDNS7.R000nN •? /-ALEX J.LEVAWOSIO OL 103 - PO SPR SOY F 1 g I ?A + 00' 207.00' 1 w .e TRDI RP m, 105 RAF' 6i. ttiSaRAO'I IIIiS P!417EF I p S ! ) &E G + 11 -yQ W F CE CE 75.0000'' } A0'Sbey 11? i 75.00'& + .00' i1 'RI ( 60 d 6Qar ILxO }L-EI( de.l + _ to REMOVE ,od E 9I o+- I 5600' W j la? EO.Oa ! + R^??e55 ?-E 67.75' _ IT nm UTTER u• ce ENGINEER ENGINEER PRELIMIN RY PLANS 00 7RR or& CONRIRTRTION fiW 1 CNtlSTOPIEA SCO1T OB an - PO 437, s x_ % we Ir - BE ? RTHA GODLEY JONES OB TT: - PO TOO 3 l ,I 3 t v t ISI0 W FE . I ?+ 0 ? ._; ; I 467.76' y J / , al 1 . + 2'-6 CURB & GUTTER 68,00' & 8 BD.60 "ARRETT E "ANIONIC OB M: PO 246 OBMY PC 416 PC - SLOE M TRACTS $M/ Y/O \ \cl*n 6 0 su 0(Rr) & T?rLT) \'w k4 -•'?Ol i - "" J: 1,077) Y NOTEFALL DRIVEWAYS ARE 10'WIDE ?Y T 11178' T = 54498' UNLESS OTHERWISE SHOWN, \s"?+B R ' & AY R Ro IBOW Ro 15150' WMREMOVAL OF EXISTING PAVEMENT DS - 50 MPH DS 50 MPH 216 FAPoNMANI/R-1 EMWOOOOD TLC. PQ 1- FOR -YIORB- PROFILE, SEE SHEET 56D FOR -YIOLB- PROFILE, SEE SHEET 60.0 FOR Y10- PROFILE, SEE SHEET 64D AND 65D FOR -Y11- PROFILE, SEE SHEET 65D PATRX7A J.TOLEF Do N•PC Mt lIB I „ w F F ZZ, ro.ab E // h 212 HARRETT E HAM M 21J TOOM OF CHOCOwOTY XI' PERMAlEM % WATEALK EASEMENT as m as 1A7 - PO Ere 0 N I Y 8 ?43y O TOOT OF pgCOW*M DO 1043 - PC 323 n.zd p ® as HARRETTEHARDID CURB F F F !t DI -L- CHORD 122 RE" e IkI ISFD iK01' RI K1?lT AOyIILK10N r re l/rl 212 HARRETT E HARDNO FLATIRON/UNITED A JOINT VENTURE a B S SFc, o sr E.E. i' 111'i II Nj` ` SHEEE ENGINUR OWANEEI EarthTeCh PRELIMIN RY PLANE A1ywlffWn nallM.Cwnpary °DxoE u 0°1°1N70" ?I YllO- PI Ste 48+77064 D 20Df LTJ L s T Se - OM5 RD - 15150' DS - 50 MPH NATLDA L HADDOCK DI 001 PO= 0 5o'? !low x^ :J 1 20'CONC t ? ? I ar°' ? ! ?? F ', € E a 11 600'TAPER 7.75 i ."-'- v 60.W STN ^I lfy ® Ds HIT PO DI T. DO I PILIX111 REMOVAL OF EXISTING PAVEMENT FOR- =Y10-- P0FJLE SEE_ SnEET __ _ I NOTE: ALL DRIVEWAY RADII ME M7 UNLESS OTHERWISE SHAWN. i a END CONSTRUCrION xar sor*? s ? -- O HARRIET E HAIDIIO HADETT E wkm Of MO 24 i r * Io I 9 _ F PROJECT REFERENCE NO. SHEET ssF L, 7 P01T6 ?" / R-25109 41.C MATE VIE-1541 FLATIRON/UNITED aw ?T No. P640 S ?T ?) 4zgy / AJOINT V&IIURE ROADWAY DESIGN NYDRAIDC ® ENGINEER ENGINEER `-----? ,- ---- ? ?wi wi 3sew / NC OEPT.OF TRANSPORTATION \ \ v SR ~nj wE .? - r 00 M. PO 03 $©©? EarthTech & r _ ATHFI391 ss scs I? ;l ?l PRELIMINARY PLAN REMOVE to ATyalnternatondud.Comwm roam USE Pa. celamvcrcx c 99.99 *3 3 ?.= \ u / l? I Spy sen oo f1 u I 'Q 45o f?`d11 \ / 0 R. +11.70 RUS e4l I U/N l u Pv I 1 t u 60.56• \ &u? ,? 9 s ?? ! h? fll 1 cnnorv 0C*I" 1 /t1 I 3 w o w 1 CAR TO % b y 1 { © ?i D 7 1 ( cas wash 0 0 7 X (? ECY' ?s`AS © 6I 1 ruurs q SR W R ASSOMTES 62 ?sC 1 s 1110EDIM T w fl MY REALTY 1 \? 6 CI M - Pe WY or- i? PC E -SIDE M © LEE E KIgTT, at d ,i 60? s TMae9 Tvo\\ ??? ?wxS "Ex y `v 1 i'pvr i" 9! *4 - PO l0O ' /UT I w,nN ?^?+ des a? PC E • SIDE 4i J .._Rj ill \\\'sC.ti 561R-26-NET c qpb?_ m ?.l T4 ? ? ? a< !1 ?`` tout LT Iz ?4\ PROXWASHINGTON f 2? Srr j , ?^` fp s Traef Far CITY LIMIT I// r "hl'J 4 `tea a ` E?SWD DARK EP II'Y'1' lV ?o? b Ale r..? I I svo l? ; I (? ri 'r r l Ili 1 +66 0o m `'r 45.aw I MTL GARAGE ® aN 11'1'l J a 1 - y? N0 r bONST%TIgN ?w lI ; ?`r w --?? J - 1 v - Er I?. + s M t : 673r ..- ?. ? MAXWELL 'v+ P. CFESTMIIT 7r SR3- 101 Ab A7 W C. 6p 5gM of\a?" ?\ FAMILY ST r; I j r !'iF d TAYLOR s w 3 2? 7 Trawl TMw `"' 111 'f--i. ?y D! PC Ep Sri" 62 UNKNOWN sr l? ??11' s ?! i LEE E.KNOTT.et a T2 k ;? .r r`I' ?3 w rwo 3? / ?© ? ?l t l Do SIT - PC a ??? © f3 261 Er I 8 oLio9aKCIASSOaAra uc' I \ Sti{,MY f. FA 924 UNKNOWN PC C D - SLIDE a" A195 PG 916 © ? Te Er SFr&-25-M "S 00 934 - PC ssn a s , uw+o l r' fir ?? 13P Y, ?. ) J Ds IDS- 190) r• r c? \..• ? 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I 1 ? CD S, J iIuR J,'no ''k MOt{{ICOLIT rsFm:; o s 15 NO R Z!Y' rauno \ I; i i l !?Z:$9.19•i oR'wP Ali R xrn k TT " L l All, ,9.aa ORID FOR -Y19- PROFILE, SEE SHEET ROD JJ 1 ? L •! , i,' / _ ? ?, .? \ \ A, _ ,•.- - ----{ caec \ GI . 41A \ .1 FOR -SR3 PROFILE SEE SHEEP 73D ?z - EEREMOVAL OF EXISTING PAVEMENT S4CUN? Sj y ?'b °D' T6\ s'? °Y' a•'f 7?? ?I ° f Q+c 6 RAMOS 0. NT LEVI TR-9, 0 r t ? WWWII rx a ' W?W? `;`o'$ See Suet 1-A For Index of Sleets Il 1? LD STATE OF NORTH CAROLINA C. Ig°25ll0B 1 DIVISION OF ]HIGHWAYS •` END PROJECT BEGIN PROJE ? BEA UFOR T COUNTY cy C ty LOCATION: US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17 PRELIMINARY PLANS ' TO NORTH OF SR 1509 SPRINGS ROAD W NQf U88 FUR CONaI RUGTION _ 1001 R /W PLAN RE-SUBMITTAL p JULY 27, 2006 ' • b ;; TYPE OF WORK GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING I A`?' GUARDRAIL, STRUCTURES, CULVERTS ,^ 9 4 P m 1 ] + ` F W l SITE 7 ?; ?•.. 91 . 3 END BRIDGE VICINITY MAP + - - ' NOT TO S L Sta. 491 CALE 26.42 V \ ? 43? / l? BEGIN BRIDGE -L- Sta. 4 + BEN BRIDGE 5 . -T END BRIDGE 31 ?0 C y P \ -L- Sta. 476+76B4 M EN BRIDGE -SR3 505+41.05 a . r , .,, 3 0 10,x9' SITE b L 23 RC q 4- i ti 4 -1 t 07 i. ? SITE C- ompff, 1, a•:: -1 4 '-' CHOCOWNITY R5- SITE ] 0 ` BEGIN BRIDGE 1q 'm I 1 -L- Sta. 324+02.87 I j 1 7- _Y19- ?-1 ?3 _ 1\ SITE l ° • ,y GRIMES RD. 4 R 1165 Y22 i ' ? BERN -S ? I , , US 264 % ?Y2ta- US 17 --i i --\ w uM W 10 - / r uS M WASHINGTO BEGIN CULVERT END CULVERT II t ;77j ' 4 Y16 -L- Sta. 514+92. -L- Sto.515+26.99 SITE--?jl' ; US 1? o 1 ry ..: -Y15- ? ) 10 - Yl4 DSO UStI GT % END PROJECT R-2?10B S E 3- h -L- PC Sta. 581+96.q8 R-25108 LB= 49 R-2510C LA -L- POC St 52+381 ., SITE $ a. , -Y10- i 9 --i SITE 4 DETO -SR2-,, , 13- -Y10 Sta.2 04.99 ?? \ - BEGIN PROJECT R-2510B 3b SITE 75 BEGIN BRIDGE J -L- POT Sta. 234+21.54 R-251OA LB= 220+6320 R-2510B LA cv -SR7- - Sfa.26+46.99 -L- POT Sta . METHOD OF CLEARING: III GRAPHIC SCALES DESIGN DATA PROJECT LENGTH r Prepared in tl>? Office of, FLATIROWUNITED HYDRAULICS ENGINEER DIVISION' OF HIGHWAYS STATE OF NORTH CAROLINA 5,0 25 0 50 100 I nJarrrVENTURE ` EarthTech Gf NOEfq ADT 2005 = 10,200 ATyro lnlemational Ntl. Company PLANS ADT 2030 = 19,600 LENGTH ROADWAY TIP PROJECT R-25108 = 3.898 MILES 2M STANDARD SPECIFICATIONS PM o DHV = 12% LENGTH STRUCTURES TIP PROJECT R-25108 = 2.942 MILES SIGNATURE 50 25 0 50 100 6 % TOTAL LENGTH TIP PROJECT R-25106 = 6 840 MILES G TOM SAEARINP E ROADWAY DESIGN ? D = 0 . . . r4 l ° PROFILE (HORIZONTAL) T = 8% PROJECT ENGINEER ENGINEER °P TNA•` 10 5 0 10 20 (TTST 6% & DUAL 2% REM M. NAUGNEa; P.E. V = 70 mph PROJECT DESIGN ENGINEER P R PJi PROFILE (VERTICAL) SIGNATURE: . . STATE NIGNWAY DESIGN ENGINEER 0 E l' MITIGABLE IMPACTS ZONE I PROJECT REFERENCE NO. FLATIRON/UNITED R-2510B NI6'74.2I'E RhV SHEET NO. A JOINT VENTURE ROADWAY DESIGN -- 251.22' N/C SIO-24'47'w All, ux I O 27? MITIGABLE IMPACTS ZONE 2 - ENGINEER JIMMY EARL HAWKINS, et ? tJ ,!? ,?? x I ENGLISH` EarthTech N/C 1 i ; MAO%N J. HARRIS FAMILY TRUST c N/c ATycolntemationalLtd. Company C3 fl 1 N11 DB 952 ' PG 2 n y _ PC . E SLIDE 65-2 N/c ------------- M Q 1 m --------------------- I 1 I 1 I 60'CHL N165036E 266.00' 1-__ --- I NIG-33-25-E 283.56' 148.77' 134.87' 0 0 0E P 100.00' 99 .62 I EI 1 i 'EIP _J 0 fyJ1?r - b ©C_ IlTmj3 N -71 G I , /I I N GR_ _1 NTA 1 `' 1' ' I I _ 11 I? , 'H78 'I.III 'ZN p 0 0 0?? N O --. 1 m I I I 1 , r PAO? I 3 3 _ y„ 1 J N i , JOHN E. TAYLOR IS' ONC I ' 1 11-' I j OB 1167 - PG 432 O+ r 1 PC B - SLIDE 22 ? U a o? ? I ? I z Q Q I X04 B ? I N B 3Q " t 4 /. wlm W ?m r 07 )• 300 S ALICE ANN: W. HURST RAYMOND J. ANDREWS 3?Y '7 r -'-J_? 1 -v...:.. O i._.. LUJ ?'....: I 1 SPECIAL MEDIAN DITCH GRADE I+ OD 528 -BG 556 Q MARVIN v HARRIS ' m . 07 1 06 IDST - P . G f28 +00 TO ST 227 IMtrfiVIl HARII` I i SEEAPROFf_IE FOR GRADE 0 SITE 4- 4,j G4 F MI 1Y ?TRUST . -FAMILY TRUST 105 I I PL E -SLIDE 65-2 ?4,,(( OB 95 -iP 895 DB 950 PG 895 h MARVIN J. HARRIS FAMIL.1161iUST if2 102.85 I\J ?, /) _K 'IC,,T•? C F -I SLIDE 65-2 PC E - SLIDE 6.5 Z /L ?§* _DB PG 895 r m ?, +5625 I I/ ti5.0 m BEGIN y V Iw I 0 - l _.. C.E95? SLIDE 64-2, rIIEGIN NC 046. FENCEU. i E +65.00 AAANO. CE' \ FE o bl rv - W I\ /II I z,, `_____ 4 I WW FENCE FEN N WL 0 "L W L r d ACCESS ... i I W 5 OS +06.2 PINT 350' TAPER Iii i :m a I I?. +05.57 , ICONC. +0355 +56.25 Q , ' I ET a6 I C1 R R CHORD C s. 2 w C ?. f C C... O DE.JO DITCH R-250 . ?. 1 C 0 H 'Al8 1 ?m O 4V WW FENCE Q' ' I I I tt?? S i FE C D EIP I , EIP l/ BY OTH S,. _?E P I -SOIL S` 1 I'' Q A ?4L8-PVC WM DATUR O Aga ?L - \A / e_PVC wM _ ?% F ? - - - - --- - w -- -- ® +--- c i - C s _ / I~ -I---'L' I_ _ _S CONr .III-_ -_- IA'CONC s?----- - T.H. 5'. CONC '!_'.. 15- CONC T-_ - REMO REMOVE I I- USA 2P BST A N US 22 85 N H. ' P- h 1. -Tuf+>_r??:r ..-,.vnu?>tr'wr^iN'>r^„n.?.'?,-<^..r?,1w<^+1'.'.. z. +0015.C•OAO\ I..., _OP-GgLQL =- -- ---??? / ?? `v (^ 31 099 9 J N O. Y'. I ? _ m ?- ? CONC. v I - OTHERS B C -- C /? B C '? + C 30'TAPER m N 1 -------,Y----->-- , C X-%C C ,. \\ FENCE W C C -Y I m Y i (ENCE iH 0.5 7 - E O H A \A?e ewW A/ ni-zsom? ?R?f'- ?? OTHERS ' ' ,-... - `-...- Y FENCE BY OTHERS 1 \ i ? / J 171 'B' MOrw.e ?n C CL '1 T N X. I .5 SY F.F. I N II_ a?/R• 0 RICHARD 0EE . G7 ax o ; 'CL pmPRAP ? - PC 'OB f028 U) J 40 TO t FENCE BY OTHERS Y, -'CRl ?4P I? PC E - SLIDE' 51-8 "SJI ON TBANKS ,75 ONLY , 57'w PIs Sto 224+89.63 P1 SIG 236+49.31 PIS Sto 247+23.59 m 3 4 es = 3'30'00.0* 0 = 40' 00' 45.3" (RT) gs = 3' 30' 00.0" - 3 ? ..... ? I 350.00' D = 2' 00'00.0" Ls = 350.00' LT = 233.38' L = 2,000.63' LT = 233.38' / S81*3 3'w .,?;' `? . ST = 116.7Y T = 1,043.05' ST = 116.71' -r_. - i 20.04 Saz-3 ze.69? %- , sfisv310'w g R = 2,864.79' I / w 2Le7 Se = 0.055 / Y f J szeg4' SCOTT ROBERT BATEMAN et ?Ro DS - 60 2 5.MPH ryL 36.60? w OB 1144 - PG 215 . - PC E - SLIDE 90-7 -WLB- 1 FOR -L- PROFILE, SEE SHEET 420 S / Y Y Y ?- s 52iui29 W Y_ Y T66W 2b'w Sq°, 44105'17'W y; Ems' ?. « • 9' 50436' Jw2 \ ? ? Ti9p3 470•SS W W W « ? 00.98 39,5q.5'w 51655' 'W \ ?' ?. ? 044' 03q O9' 45• ? ? Y o » 3o.ar ° gJ Y Y ryyd d? ?°. +««« PS9 4 4' `l' °a g p6A1 1.2Rr -Y_ 24 ,5.W i SHEET NO. 4.0 IYDRAUUCS ENGINEER PRELIMIN RY PLANS W NOT USE I OONSMUCNON INCOMPLE E PLANS W NOT USE FOR /W ACQUISITION N Z N PRELIMIN RY PLANS DO NOT USE FO MNSTRUCTION INCOMPLE E PLANS DO NOT USE FOR /N ACVUUETION z Z 0 PROJECT REFERENCE NO. ENGLISH A it 2.2 I Sto .7 8.63 PIS Sto 12+92.85 /? I Pp v 3J 2'05.9 (LT1 8s 3 09'00.0 s c // srsro: ?P FLATIRON/UNITED R-25108 cy i/ • ?i P!s .i 1+40 2 D . 3 00'68.0` ?wcB 21000' / DES snfErN, [?y r, o / qy AJOINT VENTURE ROADWAY DESIGN B 3'09'66.6 L 118.M' 7 S Y 7Q0,2 C AR SCR N ENGINEER ,??a i Il/ N 2140.0 R 1,909.86'- /?T 7 2 Se 0.07 5 S 0.14+3283 EarthTech rI.7 l J RO 7if100'- +a? A Tyco International Ltd. Company ?tCK o: E. ET.UX. DS 60 MPH ,i .00' 14 /R ACOULSMON / 0A/ ECW1 GW OICEH A. / 8''1 . s 10 ?• ~r1 o4? m. 13+00 TC 14+00 -nORB- LT `.. " / ?'- ?1: yQ :. i ? C G gGO O , ?` O ry ! SEE DETAIL 4'21. Gw c v, // Of& ,? ? Oaa SITE 4 yo Y,aRB t r +'- 5° G m 91 ??!!LL / ? ;B° FENCg X99 G ? 4T' I m y _ +r7J6'-?Y' / ?fL'P RIFR4P !' . i c N? p= rl-$'0?G 0 8.7.59' / ? EST 8 TONS LXr FENCE EST SPEOAL 0 O BASE 10+4 gjJl END A "V+W 3 gp.,Q'p - / 21 SY F.F. N e, \ 9 O`1 +?? !? t 1 7 * \ yY / , SEER DETAIL NO STA 10+40 -YIOI& ITT 44.80' ff-NC -n4 0-+71.67 5 P IN 4B W FENCE 0 OS GLARE SCREEN gy0 /6 0° / G sPp y?S`\ P 91.41 US.. rSl-+lT.de CB G 0, 1 e41 . /0? I 129 G S? ?2 . 2 8 7 R BC, /G N IN 1 ?. INV.O910 ' ° w: ` r' / ?? 7v I?0 *91gS \?T , U' 730 128 LENGTH G7? J b; / 0 r ,4rI 1, 1 \ 2'-6 .. /•M / ?yl?. / ?. / '? 1 I ! I ul CURB VT's .. G 1S:tir!!t,+>tr?._ _ L GUTTER FS 5 \ 1 4, II L AS. FENCE _- - u C_- 201 i P.S. i TOE PROTECTION I SPECIAL 1AT 3' STA S B?}}80 TO` 1 u BASE DITCH 12+39"JIPB-pf WCIASS'FRIPRAP C T , / / i \ E. DETAIL ?7' }7 I I `11 0± 130RT1L RT 1,7 ` -6 ETAIL 86 C ,?J t 600 ^.NG WEIR EE D 4L I, RIPRAP t{ V / I °l1 EST. 120 TONS ? 29 ST. 122 SY FE,-ylo?B 37 s, PIS S l+ 306 PVS1a 5+44.5 - STD BERM 21. v ,? 0600 14.0 20? 400 1400 A000 y0 16000 6500 11500 20 L() 1900 sop 1 4pap TRAFFIC DI AGRAM ADT 2005 9700 ADT 2030 16900 WITH R0. ,I 1 PFSI 1 1 O GI INV 9.0' ! es f 3 17 a 83 56 33.9 IRTI, ` STA, 4+00 15 S = 18'20223 22'55'05.9' 1 To d+00 ,;:. YIOLB- RT . SKI Tt \ MITI IMPAC&T O "?' = 0.00' L1= 4Q7,'T \ O . ' ?RCBC\ ` fP - 384.55' I SITE 4 .11 °\ 08 982 - PG 222 YIORB-' _ ?`, / LT 3.66' e 38 \ 5. 5 R 250.00' o` ?o ': j? c t \ ST CB ` TSSta.2-3944ij Spa 7 .03 R8 °x e?•08 .10' ? \, \\ MITIGA IMPACTS ZONE 2 c\j 8 V,4.7 «'R'RIPRAP \c >.o -- 0 FS POTENTIAL SITE FOR =^6O? D, 5 30 MPH C ; En7zsY°NF \ is• Q 2c1 WASTE OR"BORROW 1 \ I 07. v?uuo GRADE r 6 cuee - \ / SIA vo+so rsr? z7z+so -L- LT \\ a GUTTER Z -L- POC STA275+62. \ 39 \- -YIG- LOOP' B CS ST DAYIIG7}T'AT EIEV-11.25' ` t, ?II 1 -----? 47'LT. -_ , 233 --' ,f 1p N 2GI SCS z il ens f" 40 o Id 4d END 8Rl D ?I 31 IN 6.90 INV. YIG- PO ?I C Fs -r- 1 ce ° - NV OUT=6.20 m b R11'-FRB LBNGTH=204' 50'Tle P 2GI Z 2G L / PROS SCSta.272+91.79 0 8: GUIDERAII, I o Q _ ??-_ o m io Z m r , N N _ PRO. 4- N (^ O ? vl I ?GNDERAIL ,.... N N r N - - , 2GI f c--- 32 3s0 GRAU a C C 3GI- RI A + CK 0 STEVENS ET UX • r r ` C ?? i i - Y 9.6Y EN 4e 14 DB.I300 PG 359 P8 FS -n RC_ 68.38 _...? 2GI 2GI v Q \ Chin- c r 35 47.1 CSSta.6+35.50 4B y s C 45 08 9HERMAN 5. DAUGHTRY s o nn 966 - PG 918 0 ¢ STA 265+00.00 = `.` h +0006 a ` o/a' b \ ? ,?? -?? • C -74 - PG 839 "£ 130.00' LAMP C POT STa 0+G 0.0o \ ` F G o ° F x E b c P1s a-27Tf= 7 P I-St6-28&t3C.8Z_P1s?14 999 13. f76 noaa +13.62- c o - - s o no + o Ig z h 3a' = .3 000.0'A = 5006' 19.0" (LT) Bs - 3'30'00.0' s oo / m ryp \ O ?L 350.00 D 2'00'00.0' Ls = 350.00' n i s \ , 1 LT = '23338 L = 2„50526' LT = 233.38' v? Sy 00 Y1 1 r r ?CL B'APPAP RC 7? cq 3 s. B ',1 I \ c EsTB TONS ST = 116. ' T 1,339.68' ST = 11671'' o 1: ), a3 cH?A, c x.2869.79' e3 S. ANN McROV. ET.AL •, i ' V 11 ?. 75 0.C- 4a.77?.0 , to. x.07 V r 41'ra' ?' F' `' t . ?STS'8+3 Ra D8.1300 PG: 618 0:50 - EIP6 ' wj\ .7500' 9 ? 70 MPH 48' WW -Y no 7s.oo' naRC- i o a F"p \` \\\\ D 3 IORC; cF X33 70 PIS Sta -3+1501 .,P1 Sto 5+0788 Pls Sta 7+00.51 7soo'g + . o a r GF? \ x04' 130' 9943', q :? pA C ,9 2 26 15.0 L 6' 23' 15.0' (RT) Bs = ?_' 26' 15.0 ?? ; ; S50} 9p' a ? A o IL c / ?(% ° ° F ? IS ?. Cs 19500' D = 2'30'00.0',,: Ls 1'35.00' yf 5°I TO NATURAL CRc rv o a p? ? TR 46 LT 3O.OI' L = 255.50' c7 - 130:01'' .. s ao TONS 7o S ?CL'B'R 11w ti ST , 65.OP'' 2788 ST - 65.01' En 8 TON C 0 R - 2.291.83 3 ! c s - ORC- + 25, rY p/? P p \ $? O.G65 / 5 ANN ROY E? o , 155.00 N, . s \ a 00.130PG.6 S , 8800' f - +69 b6 C - o b 1 DS - 65 MPH' 9s3'?E 3 -YIORC4 mso b PI St 11+83.95 PI Sta-13+51.76 Pis to 15+18.62 asooo 010-?: _ - V h 130 w? c' \ i m 6s = 30' 00:0 z IF 06'02.4" (LTJ ©s' ` 7 30 OOA ` PI Sie 32+9680 - p -01 D = 73000.6 Ls 20000 4 ,852 155 (?Tl ISO" r1q 1s 20 i BreOa LT = d33. L.9 20134 LT • ! 345 D 2 3G OGO ,, y0' F ?. F peq \ ?9 A ST = .78'0 T - ST, =6r(j L - 3548 \ ?sT se6 s R 94' ' 17173 85.00' 99 9? = 0.0 v.° 4 229x83 s? + WWWM 3 d 1? 1 s§ Ro = 00 \Se GU4 85.°spoo esr sw TONS EST 14. SY F F • • yyr Ds 50 MPH, , +0o,00 1 7, ' \0 7\ ?B ? 7 81.90 B .105.00'.. SHEET NO. 7.5 IYDRAUUCS ENGINEER PRELIMIN RY PLANS 00 NOT USE FO CONSTRUCnON INCOMPLE E PLANS DO NOT USE FOR z Z 0 49 2' I I S- ° .31'267 -- u-^4n" INU.... _ M4 4 es R-25108 N 86 26.0 ` . I 11 'I, I I / FLATIRON/UNITED } It_ LOWES INVESTMENT CORPORATION R•W SKEET NO. 05 - .. I I m I3(? " ,?? Sa• ?1 4 PV WM 0089841 PG 9911 A JOINT VENTURE ROADENGINEERWAY EHYDRAULIC NGINEERS la I Imo- 8?eF6 cASIN 'I L_II LTi? PC 0 - SLIDE 376 5676-36-7990 /`?` 957 ,aea HTA 7 u - HTA PPV ?' (pQUAI I / '' 11 I ParcelA `, TA JI IIn ,' I I t eP 1 ly, # I I1.,:I v EarthTech PRELIMINARY a °ul 1 .o? `cu•'T., . ol? ©l I r I i' LOUISE P. KIDWELL -I 1 -'I II /. II Aiyce international Lid. Company u Y •y - 1 85 DB 938 - 919 _ - u a :, 9 567fi-36-34 3453 11 - 11 INCaMPLE E PLANS 1CONCI? I 2 ' 'ro ? mZ, y l? © r /// i r 11`m 1I ?I I ENGLISH W NOf VBB FOR /A ACWI9ITION Q ' C J ' IseReus 1} I. N I Il t ' - : 25 ; 1 co+rlc caN ®- y IONC?`0"L'I ? ?LT? 7? I ' ' zr9s ! 1 "- ?4DFTRO PROPERTIES (EIP 4 I; I?I MITIGAB IMPACTS ZONE 1 - `- Il /,4', OF GREENVILLE. LLC L % I II I I I PI Sto 20+14.13 PI Sto 26+92.43 4B, GOBC#. CHL C N-y I III n _ _ II LOWES INVESTMENT CORPORATION = 6T 91'56.0"(RT) = 1!'23'21.8"(ITT zni 7 PCCSta 25+01.9 8 = ae ' m DB 05, - PC 60' D 6.00' 00.0" D 3' 00' 00.0" ,.?COA'C L ???y ?? \ i yyC J6'CONC I(??? I LT ;" ? \ i ?t Ell I 08 84- PG 991 3ass• ? I -.I I U ???? L= 1,128.31' L=379.x$' 1,33 \ ??cONC l-LI 121 17m PC D -SLIDE 378 T = 640.46' T = 190.45' a3 O BST m - IIIN I 85T .III I! 567b-36-7990 ?Irv° R = 954.93' R = 1,909.86' GLENN R. BELL o I ar el TA C BM IOAiUR) U O \I I I I? alts prW ?o mm, 121 O De 861 Pc 16 II MITIGAOff ?JIPACTS ZONE! 2 ISBL&- 38• '° ?' PC D - SLIDE II 11' °' I 1? I I BS7 x -?36'WNC I - q, 5676-36-4353 ul I m n II couc a7 ?I IL?' HTA i oa Illo o ?IIII"I I Iu 9Sr Lr? 5 NTR 1 "-'u I 1 ISBKBUS G II e I 1 _TI t3 I !_ I III m III fl' y 61 1 - 16' CONC 95r Ir _ _ II EN '1 ` _ CllNC ; 0. LT a E HILL Me AI 9mxcr xTA °N a° w 30'bb z'PV cm l?$ a w\ oLT 24- 2, c&c JI BPls PI 5+G.07 s St2t26615.0' Stl3'403 23.7"( T) Os St 2'26'15.0" 6 F73. I Q. 79 663 - riQz 1 76-35-257 ° o ! -,..._ d EE 540 ITc C MI "'° O I I, - 1 ' 99 BAXLEY COMMERCIAL PROPERTIES fvI Ls = 195.00' D = 2'30'00.0" Ls =esI95.00' J i E?STBVTeNS 4 = g r ?' d9'B' RIPRId '? I u X36• CONC ,I I I , DS 1387 - PG 462 L 54693' LT 130.01' E51 E7•'R' , , _ r?' r49 / EST 150 SY F.F.?.?? 500y? LT ST = 65.01 130.01' ' T = 274.77' ST = 65.01' E b5 TO INZ° I I 48' / ??? 89&N o l p f H • I , ; /? r REMOVE II?On I" E I ; r! s44 30'Se' ` ww Nc PTSta.28+81.63 w R 2,291.83' LT RA- !? I ! J y -? -_ _ .... pON 1 .00' I HTR D AND 1 . I_______ r • I 720. ' 5680 a' J : + PREFORMED H I - 1 MS'E ?V L +pp ' 40,Ory -? -L" SCW HO HAROLD RAYFORD LILLEY 08 715 - PG 58 RO =-..0.06 NET + 0'Y I at t R 185.00' MB 1 -PG 79 -- •7 m I PREFORMID 170.00 END 8= 90 Ds = 65 MPH --?.. VI L I'' 48'WW F CHORD ` Jr 'W C SCOUR HO WW ELx'CE -46-1549 o CE w - 5676 I t 46" WW FENCE C (Many Exceptlonsl V3 ©:f I -720. +77.OC I _ - PREFORMED WNC i Irm :? 10.00 I III L-+80.0015000' 00.01 SCOUR MOLE _ HTA A F F F F u , l1. I I ?72' RC 1AB5 1V 0. R 48'WV! FENCE O 7 -_---_--- z ?E___ t- r F I^ X p ;w - I F- --- u'-_ ? 1 -.'off - - -- * EIP ! GIN BRIDGE O' O - II /+71.67 BEGIN IS'CSP W/2 ELBOWS L -- nl Q a ' I • )6 CO"C u i U SE H UL ROD AND LUG z 2GF - ?_-_-F _-- F I +40.6 III II M --F 270 96 4 WOX I BR GUTTER W/SLEEVE GASKET AI ELBOWS - F , F 15' CSP W/2 ez 8 GR ?T + 9.00 BEG 36'tONi= o I 15' CSP V!/2 EL80N8-16' N : -- n 3 ROD AND LUG I III ! -L- POT STA 504+90.66 _ ROD AND LUG F - W/SLEEVE GASKET I? RM- E HTR T '. W/SIEEVE GASKET +20.96 ND DU?r? asAS I -Y2D- PDT STA.29+15.55 gg BERM GUTTER 300' TAPER o W ° EFT & RIGHT I?1 W \ r_ T _ 9 UT GRATE S 313-4 8' 49.D s?l4Sr I ?? I 98 2GI-6 3s - JI O V(rF1AT GRATE 0 201 ?I r _ COi NI Y T T T T T '\ 1 B I T r +O T u T 36' GONG e roc = -Y19RA- ? - I CONC. ? - 2GI-8 -- 1/11f r A P- xTA TSSta. 0+66 L-Li c? _ w rwr ?Ra f a j;;; ? I,; PpnP .4 (!) 24' mwc,N m 1 0 ` GUIDERAIL ' • { a 1 TYPE M-350 701-4 -L- z GUIDERAIL IS Q 1 7 z PE Bl CONC k1c 1. - o CONC.. _ FS _ O O - Q, xrR ? we -" I E+NC i h I_ V +59,35 .:; N 1 m O O o• aad PE M-330 T r,. 00 2G" I O -I' 36•C a _ a..N i •,e0 w i? +GOJIBEGIN A + _ yr O U) u,„ PFMO I -w BE N li m I .. RM GUTTER ~ ------- -- ------ ---- -- ----- _ __ __ _ ___ ' C- _____? r- __ ? o N iv I I and ? 6v --1- - - I :n N94 G5•??_ n 5R 19R - c N. } Q _ H -'' t9D PEtlll s I PE 1{I i i _ r-?....-/? 2GI-B o FLAT GRATE _ 2G O ' +09.31 ND I III END BRIDE ' % l/l l 9UFLAT GRATE VU 99 .00 BEGIN-- - Ir P• T GRATE sHOUL III M CONC. I -L- POT 51A.505+41.06 X 196 a '. o I O I U) 201-8 e BERM d p .Ie . + - GUTTE I I y BARRI I S ENO WALL I 1-70 -' - I- I % ?' I F - I- F W W II II l ?I I? SITE 19 ??? ' :END 48" I MSE WALL . _ .._ 1 2.006 f139.50.IIRT1 i x +_ I CIF Z F . F 166_38---. F .---_- - 40.00' I --- J M0. +61.0 III ' +61,14- 119 1 &G % I' F ± F F' I F NI$ J i.14' FIT) WW FENC _ II BEGIN /B' F 48' FENCE Y2 +so.gg 55. Q) - I o ww ENCEQIII / /4a1.3-i64F EB GIN 14 s.oo I %E i C I - I? 4 . + _-?B BST Q 58 I 15000' 100 1 T` BEGIN 48" _ C M$E'WAH(-L / Illy m 11: Im I ?p -4O' PAVED.gF11 u 90 I O I? 1 I !% L 1- +64.23 I 1 D. GRANVILLE LILLEY C&G I H x r61J + 0. I 0 + N 16697'; 1 HAROLD RAYFORD LILLEY DB 456 -PG 147 1 p9P2y I 39.81' L : DB 715 - PG 580 5676-46-5643 -720- I :M 15000 ?l-4 P \D \I *+z I ", + 100 ??D22H 111+7 0. - - SO.OD' ?. I pT END 8 I' _ ` % d MB 1 - PC 79 i 30, 3.68 II? C&G - Q 243.00' I 5676-46-1549 I I DT '594+ D.- 4014' I 9 WW N .-?i TI •` - - « - . i' 8a dH I Y,ExcepTi0ns) Y20 -It .13 30 C&G f p 64 210.0 (Man + 0.00 . I OF ?? - 19- RAM . POT Si 0+0000 47 LT. I N 80.54= I sr \c9 Cac J 93 I I EP 05.00 _x CLIFTON ON COWARD JR. 14' - 19- RAM $T TA 0+00.00 47'RT. - I :II (p .I I ?30'C&G (CLIF -? H 3a/ ": D I ,• . 1 '+ 0 \ OB 860 - PG 253 EI DB 820 PC 73 WII LAT 5'BASE DITCH W/5'BERM O I II I II I L I 1 • - - 245.00 GA N' EIP76-i6-3234 1 STA 498+26 TO STA 502+63 1- RT N I 9 II I? _) I I 5 0 SEE DETAIL #4 + _ p LE AA SOCIATES. LLC VIII II Ce ?84' _ II r.. 0 -De 191-PG 618 (O'? 1C CI S N SITE 7 ?I _ PC F - SLIDE 17-7 ' 2 ^ 1SFBUS I II 95 0 0 I II if T IMF ?? : ' C09C l TRUSTEES OF FIFTHEENTH STREET I CHURCH OF GOD, A 7' 11T f = ?1 CAROLE HILL, at 01 : I- ?I = I 92 z I DB 723 - PG 122 1 DS 666 - PG 405 a p N 5676-46-4400 ' 5676-35-7509 - _ - l3 STAT EMPLOYEES CREO T UNION' Y1 rRD ' ?I, _______- _ X DB 981- PC 162 ° m . _. m m ISFD 1 PIS Sto 1+60.06 'P! S o 3 8136 -PI Sf 6+01.86 O 5676-46-1212 s N m SFD 96 FOR -L- PROFILE, SEE SHEET 53.0 AND 540 6s = 4.48_QD1X-Er It ' 20 4" ( T) 6s _ 48' 00.0" la ,° o 1 01 ' D 4 00. Ls - 40.00 I Q o ISFD 0. CRANVILLE LILLEY _ 7JD FOR -Y19RA- PROFILE, SEE SHEET 60.0 LT = 150.06' L = 28.81' LT = 60.06' I £ + 94 DMBI0778_ 14 PGG3932 ST = 80.05' T 14.36' S = 80.05' CLIFTON COWARD JR. »FOR -Y19RD- PROFILE. SEE SHEET 61.0 R' lf'08.39 8 5676-45-4582 ti Se - 08 _ „ I I DB 820 - PC 735 RO = 4D.DD' w" $ DB 460 - PG 253 ? FOR -Y20- PROFILE, SEE SHEET 70.0 D O MP a 5676-46-3730 ¢WW? w PLANS W NOT USE FOI L WNSMUCnON N CWyM ?ow? 11 I I? 87 I 1 1 LOWES INVESTMENT CORPORATION DB 905 - PG 607 DB 841- PG 991 PC 0 - SLIDE 376 5676-36-7990 ^I n Parcel B I m m ? FounD? I 1 BEGIN CULVERT ?I `I N -L- POC STA514+92.87 ' ? V FE E 1 + 1.77 ... 1500. LT 1- ?x + L 150.00 /LT 594707-?.. !.-_ ( r•. -+617 O C 48" WW F CE PREFORMED N SCOUR HOLE W f ----F --- f F. 300' TAPER 15' CSP W2 FIR WS LEFT & RIGHT ROD AND LUG ---_, :o W/SLEEVE GASKET 02 VI^ ~ vO/ Z 203 2GI-B FS O I PROP. JO R e Ln ~ --i -- -- 0 1 'W/F Q II `. ? I i N? ,.04 ((? I WFLAT GRATE F F I F ?I F END 48" - WW FENCE J yD _ 1,- +9017 I 114.74' + 177 U 8' WW NCE 150. 0' ? 90 \ I p1b"\ I u's'.zi° HAROLD RAYFORD (LILLEY I; 719 - PC 540 M8 - PG 9t I +88.50 . 5676-46-1549 (Many Ezceptl01?51 6P. ?- !OR ?q-r?¢-ry?5 -? S32'1045 W ?'' 7 mX 'e'll IsfD m 98' CONC ^^ 102 w o D J 48- CON"' r 101 J° JAY G.JEWELL JR. SI z w 11 651- PG 53 e 5676-46-6738 d a 7f D,fBRA ?PLL 5; _ m6 5 6-46 69 '- © LJ ? I? Qi I. ISBLKO I .1 IsfD ? I I _ r I? I I 1 ` © II 1= /V?'4 I I , 1 I '/ PROJECT REFERENCE NO. SHEET NO. I R-25108 27.0 Of1i FLATIRON/UNITED PAY SHEET NO. W / AJOINTVENIUTRE ROADWAY DESIGN HYDRAULICS I I MITIGABLE IMPACTS ZONE 1 W ENGINEER ENGINEER EarthTech I PRELIMINARY PLANS I 1 MITIGABLE IMPACTS ZONE 2 j ATyco IntemationalLtd. Company r I ENGLISH DO NOT USE FOR /W ACQUISITION J Pls Sto 517+11.85 P1 Sto 525+89.19 Pls Sto 534+19.63 9s = 4' 30' 00.0" L = 34' 59' 12.8" QT) Bs = 4- 30'00.0' W I Ls - 375.00' D = 2' 24' 00.0" Ls = 375.00' T LT = 250.08' L = 1,457.79' LT = 250.08' U ST = 125.07' T = 752.42' ST = 125.07' R = 2,387.32' E -Se ° 0.075 m Ds = 70 MPH ;I 97 - II .?? DALTON G LILLEY i DB 1055 PG 843 DB 939 PG 323 I MB I8 PG 71 ..?. 15676-28-7817 ' 190.00' A0 `1 I DALTON G. LILLEY 1. 11 I-. E D 4 DS 1007 - PC 789 I MB IS - PC 71 +71 3 1 FIRST TRACT 40 73' 1 -? 5616 37-8970 I I Ir G II I ? ?_ SITE 9 1i i2.80' R ' CL 'S'RIPRAP / EST 1 TON I EST 5 SY f.F. ' I 'I f m 8- WW DCiv ' ` 1- +26.87 +3 .77. ro / F yi 151.62'. PREFORMED 150.00' 150. .. I F / .? I SCOUR HOLE R n L ceORDII F, CL TTONS 3 p RCBC E513 TONS 1?y IN t 15' / -1.91 ROD CSP D ELBOWS - EST 10 SY F.F. F ti PROP. . p?• &LEGASKET F ___i :I I GUIDERAII N +50.00 END SHOULDER F \ BERM GUTTER F _ F 10p jPPEW -? F F F F s EGI?N 48": WW FENC - 50' FS i0 + .-'-I? ?' Z -L-+a)al9 ?u 1YPE 350 ' -2 C42 ? 111.63=-- 257,69' 6 6 TYP... + I 09 N N22 302 •05'02 _ ; `aao' ' _ 2GI-B .nom i0 08 ,-- . 0 ,I 11 oER s 1 +OTpPER 21 ? 07 ion I ?, F ee u I F ALTON D. CLARK } 2G -3 a y0T6 '11, I /x//117 OB 835 - PC 26C 5C.76-57_0739 t0 0 0 /'`?7' STAO519+80 TOITCN I XI - C/ 106 aO 22+- RT I S ,C w, Q 1 °?1 j 53EEDETAI50LHI i? ?RANDA91LL HA 4L© - y 1 CAT-1 DB C Py?1 e1 1sBLKD - C 567 684, +60.00 END SHOULDER END CULVERT v _? e w1 I 1 M BERM GUTTER - - 1 + - p C 105 VERNA L. BROTCHIE II 1/ 1 11 `, -;PG 418 Err 80, -'? F '`? f?1 DB 475 418 Desc From 475 567G-47-13401 -y21- I Y21A- C '` , F BEGIN 48' F ' 5F .00E V? 9' ' I + P.? ? C\ \ 7 ?i WW FENCE a7 8?,?530r u : ©? 75.00 8 1149A3' CAP I REMOVE -1.- +48.24 El f 109.88' G li I O 1 , ,-Y21 '? R? CHORD WW o FENCE 'OISBLKD I?11 / P )I ` ,??•` ,t /-`?' +36.77 Y{444" 4 990 91 150.00' III /0 R 6ca": ' I?F OALTON G. LILLEY HTR „ N 11 ?, I I ' 1 NNI ..: pN0 - ' Y21A- CE DB 1007PG A85. m fi -? 0 G I ?? ?o 4851Second. Tract 104 5676-37-8970 5O! ,f 97 © \1 0 d'r hoc N ?t. -Y21A- ' HA L. LITTLE //i1R11 'o -?tPt'8' ° I 1 r 1 8.034 O O a _tr °n' a -?B 6 C hie DALTON G. LILLEY -yu` lop P 5 ?, 124 m 195.00' J' O 5676-4 -1194 G 08 1001 - PG 789 ° Pn / -Y21- PC Sta +6102 s MB 13 - Pc n ca °, B ° N , REMOVE 03 o a, LJ1 FIRST TRACT ,' r 4 - a 5676-37 8970 END (lA?.tl1 i. 47+4G.95 - PC 8 -1?`T? //Y21 PpENPIN/ s? ?? ' ;ST.JOHN MISSIONARY BAPTIST CHURCH 46-685 15F A 0 \4 /. OF WASHINGTON + RO 10 1t a / '?/' ,0 Oa' SR I4>4 // OB 1180 - PG 355 108 \ Boa N 3 `1 A / G SSfW - al 261.'0' \ 7 as, PC F - SLIDE 66-6 J6•a? ?t c 'XZ' 0 _ Og4m6 RI?>, LU.r ' ?6. 6676-57-3651' 66 a p ISBLKO 107 j 1 WHITAKE \ J6 _\ \1 AN R N. 'av O N -"0 PC AO 891-'PG-04-& 85 / W7-3013 PI Sto 39+85.07 PI Sta 49+39.95 / FOR -L- PROFILE, SEE SHE 54.0 L = 12' 29' 07.9" (LT) A = 8' 55'4 3 5" (LT) / D = 2.30' 00.0" D = 2.30' 00.0" I FOR -Y21- PROFILE, SEE SN ET 70.0 L = 499 '7 25b.' L = T = 250.70' 7 = 178.94 !78.94' R = 2,291.83' R = 2,291.83' W NOT USE CON57RUCDON INCOMPLE E PLANS