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Home My WebLink About20141169 All Versions_Permit Drawings_20120919F(7- q h N a h U 0 N See St6e I-A For fadex of St6ts See Sf 611 -B For Coaxeatiooal Symbols fl I\< / I NO, �•FisH END PROJECIO NA oNU FOREST 4 VICINITY MAP ONSLOW & JONES COUNTIES LOCATION; US 11 FROM SOUTH OF BELGRADE AT SR 13301SR 1439 TO NORTH OF MAYSVfLLE TYPE OF WORK GRADING, DRAINAGE, PAVINC,AND STRUCTURES I STATE PRaECC REFERENCE Na SHEET 1YRAL Na. SHPNTS n N 514 6 srAraPRaNa PAPRaENa nscRiarioN 34442,1.2 NHP -17M PE � v joul ;S0 I CTA WiAl11 PKIn TIP DDOiprT D 191AP DESIGN EXCEPTION REQUIRED MR SAG VERTICAL CURVE K FACTORS AND STOPPING SIGHT DISTANCE X42— & 43 —� THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES, THIS IS A FULL CONTROLLED— ACCESS PROJECT WITH ACCESS AS SHOWN ON PLANS, CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ° r1 � V ° N o� °W �Q �3� Dg d o GR9PHIC SCALES DESIGN DATA PROJECT LENGTH PfeO lO Be Offlca of; HYDRAULICS ENGL4'EER ADT 2015 = 6800 vpd DIVISION OF HIGHWAYS 50 25 0 50 100 ADT 2035 = 11400 vpd DHV = 1 % D = 65 % T = 1 % V = 10 MPH TTST =4% DUAL =3% LENGTH ROADWAY OE TIP PROJECT R -25146 = M? MILES LENGTH STRUCTURE OF TIP PROJECT R -25146 = ?P? MILES TOTAL LENGTH OF TIP PROJECT R -25148 = 4.156 MILES 1000 Birth Ridge Dr., Ral¢igh No, 27610 eE S1G�diL'RE: 101? Ol b e�� a � A� og 2012 STINDI O SPEOCIRONS JAMES A. SPEER, PE PLANS 50 25 0 50 100 RIGHT OF WAY DATE. DECEMBER 20 2013 ROADWAY DESIGN ENGINEER PROJECT aryFER PROFILE (HORIZONTkL 10 5 0 10 20 fUNC CLASS = FREEWAY LETTING DATE, JOHN LANSFORD, PE saes RROfECT PESic.L WATER STATEWIDE TIER JULY 112018 eE � PROFLE NERTICAI� P m N mop Nu N �3I a! ao -L- SUS 11) BRIDGES OVER HIGGIN5 BRANCH AND WHITE OAK RIVER 46' 41' -3" OUT TO OUT 41' -3" OUT TO OUT PACE Of RMIL TO FRCS OF MIL 1' -1.5" 1'-1,5" 38' PACE OP RAIL TO PACE OP RAI 10' 24' 4' 4' 24' 10' I GRADE LIP LIP GRADE POINT POINT 0, 025 0,025, TYPICAL SECTION ON -L- -L- STA. ? ? ? + ? ?, ?? BEGIN BRIDGES TO STA. ?P +RP SEND BRIDGE -L- STA. M +R ?, (BEGIN BRIDGES TO STA. ?P +PA SEND BRIDGE) SEE PLAN SHEETS 14 THE 16 -V2- SR 1331 � OAK RIVER ROAD IN ONSIOW COUN� BRIDGE OVER -L -SUS 11� DESIGN DATA -Y2- nvi avvi - ivvv ADT 2035 = 2500 D = 55 % DHV = 12 %D TTST = 1 % DUAL = 2 %Q V = 50 MPH 'UNC, CLASS - LOCAL MINIMUM VERTICAL CIEARANCE = 164 C42- 30' FACE OF RAIL TO FACE OF RAIL 1' -7,5" 3' 24' 12' 12' 15" LIP LIP LIRA 0.04 TYPICAL SECTION ON SR 1331 I42-I -Y2- STA. ? ? +R ?. BEGIN BRIDGE) TO STA, ? ? +R4 SEND BRIDGE fL -L- NCOMPLE 1 PLANS DO NOT USE FOR /A ACQUISITION RELIMM RY PLANS DO NOT USE FQ CONSTRUCTION DESIGN DATA -I- ADT 2009 = 6800 ADT 2035 = 11400 D = 65 %D DHV= 7 °% TTST = 4 %D DUAL = 3 %D V = 70 MPH PUNC, CLASS - PREEWAY PROPOSED GRADE SEPARATION AT -Y2- ISR 1331) WIII BE CONSTRUCTED USING AN OPPSITE DETOUR SEE RDWY, STD, DWG, 610,03 $EE RDWY, STD, DWG 862,01, SHT 101' 12 @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT vc VL TYPICAL SECTION ON -L- SUS 17� UNDER SR 1331 X42 -� SEE PLAN SHEET 11 M SR 1331 142 -1 PROTECT REEK[ N0. SHEET NO STRUCTURE TYPICAL SECTIONS R -25IGN ROADWRY DESIGN TDU PRVEMENi DESIGN ENGINEER ENGINEER SNOT TO SCAIEI -L- SUS 11) BRIDGES OVER HIGGIN5 BRANCH AND WHITE OAK RIVER 46' 41' -3" OUT TO OUT 41' -3" OUT TO OUT PACE Of RMIL TO FRCS OF MIL 1' -1.5" 1'-1,5" 38' PACE OP RAIL TO PACE OP RAI 10' 24' 4' 4' 24' 10' I GRADE LIP LIP GRADE POINT POINT 0, 025 0,025, TYPICAL SECTION ON -L- -L- STA. ? ? ? + ? ?, ?? BEGIN BRIDGES TO STA. ?P +RP SEND BRIDGE -L- STA. M +R ?, (BEGIN BRIDGES TO STA. ?P +PA SEND BRIDGE) SEE PLAN SHEETS 14 THE 16 -V2- SR 1331 � OAK RIVER ROAD IN ONSIOW COUN� BRIDGE OVER -L -SUS 11� DESIGN DATA -Y2- nvi avvi - ivvv ADT 2035 = 2500 D = 55 % DHV = 12 %D TTST = 1 % DUAL = 2 %Q V = 50 MPH 'UNC, CLASS - LOCAL MINIMUM VERTICAL CIEARANCE = 164 C42- 30' FACE OF RAIL TO FACE OF RAIL 1' -7,5" 3' 24' 12' 12' 15" LIP LIP LIRA 0.04 TYPICAL SECTION ON SR 1331 I42-I -Y2- STA. ? ? +R ?. BEGIN BRIDGE) TO STA, ? ? +R4 SEND BRIDGE fL -L- NCOMPLE 1 PLANS DO NOT USE FOR /A ACQUISITION RELIMM RY PLANS DO NOT USE FQ CONSTRUCTION DESIGN DATA -I- ADT 2009 = 6800 ADT 2035 = 11400 D = 65 %D DHV= 7 °% TTST = 4 %D DUAL = 3 %D V = 70 MPH PUNC, CLASS - PREEWAY PROPOSED GRADE SEPARATION AT -Y2- ISR 1331) WIII BE CONSTRUCTED USING AN OPPSITE DETOUR SEE RDWY, STD, DWG, 610,03 $EE RDWY, STD, DWG 862,01, SHT 101' 12 @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT vc VL TYPICAL SECTION ON -L- SUS 17� UNDER SR 1331 X42 -� SEE PLAN SHEET 11 M SR 1331 142 -1 0 T P m' L N N� mop Nu Nq �3l a! ao 2- POC Sfa, 22 -43,38 STRUCTURE AT 42- OVER - L- (SEESHEET 11 POR PEANS� (SEE SHEETS S -THRU S - FOR STRUCTURE PEANSI BRIDGE DETAILS � To SCA[q 1479 1484 1490 END BRIDGE BEGIN OR. SEAB 0 - �- $TA.22 }22,22 _ STA, 22- 2,2,22 TYPE B-11 10' PS rM ~N N ~N N «■ M N O N 1� 0 oa PS N 2103061E TYPE B -11 4- 4' S o 4 PS PEB11 4'PS N N Oi liff s -V3- STA. ? ? }? ?,?? F Y'/Jimcz 10' PS TYPE 6-11 BEGIN BRIDGE 0 TYPE 8-11 -E- STA, N +RN' END APPR, SEAR STRUCTURES AT -L- OVER HIGGINS BRANCH SEE SHEET 14 FOR PL4NSI SEE SHEETS S- THRU S - FOR STRUCTURE PEANS� 00 -yT 21+00 22 +00 23+00 24 +00 BEGIN APPR. SERB � END BRIDGE -V2 -STA. ? ? + ? ?, ?? ro -Y2 -STA. ?? +??, ?? a u M � TYPE 8.11 I ra TYPE B-11 MI6 °32'38" R =2100' N ~ TYPE 8 -11 TYPE 8 -11 M � E D APR LAB BEGIN BRIDGE � -V2 -STA. ? ? - ? ?, ?? -Y2 -STA, ?? - ? ?, ?? -- 0 0 4 QN RY PLANS DO NOT ESE PO WNSTRECI70N I1 +00 18 +00 19 +O 20 +oo BEGIN BRIDGE _I._ p0i STA, 216 +65,63 END BRIDGE -Y3- STA, ? ? + ? ?,?? V3- STA. 22 }22,22 -Y3- POC STA, 18 +11,03 0S TYPE III TYPE III N -V3- N` \50'39'27" R =5000' TYPE III TYPE III BEGIN APPR. SERB � END APPR, SERB -V3- STA. STRUCTURE AT -Y3 -OVER -L- SEE SHEET 19 POR PEANS� SEE SHEETS S- THRU S- POR STRUCTURE PEANS� STRUCTURES AT -L- OVER WHITE OAK RIVER SEE SHEET 15 & lb POR PIAN$� SEE SHEETS $-THRU S- FOR STRUCTURE PIANS� PROIECi REFERENCE N0. SHEET NO R -25148 2-F ROADWAY DESIGN PRVEMENi DESIGN ENGINEER ENGINEER [NCONPLE E PLANS W NOT USE FOR /N ACQUISITION PRELIM ? ? -2 ?,22 s -V3- STA. ? ? }? ?,?? F STRUCTURE AT -Y3 -OVER -L- SEE SHEET 19 POR PEANS� SEE SHEETS S- THRU S- POR STRUCTURE PEANS� STRUCTURES AT -L- OVER WHITE OAK RIVER SEE SHEET 15 & lb POR PIAN$� SEE SHEETS $-THRU S- FOR STRUCTURE PIANS� PROIECi REFERENCE N0. SHEET NO R -25148 2-F ROADWAY DESIGN PRVEMENi DESIGN ENGINEER ENGINEER [NCONPLE E PLANS W NOT USE FOR /N ACQUISITION PRELIM V) Z 0 N N m a L m Q m 0 0 m 0 L 1,811 all X11 "I II I rI II III 11� 11 II p � 1J Q � N RRUCT REEERK NO SHEET N0. R -25149 4 Tentoflv6 proposed rP g ht of wo y and tempr y construcflOn easements are st v for earl y sNEE1 Na ROADWAY D DB ESIGN HVDRAUDCS 011111185 COOrdI0af10� so' ore s0jet fo ctnp hosed on fury d6sip recommendotims, ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W AWISITION PRELIMINA RY PLANS DO NOT USE FOI CONSTRUCTION �O �y PO WIN R H. CONC I I d ISM II I I r A LTL" I N o� PR NSO_4I'09'E _ 266,fi4' � w O "m 3 m� ROME LAWS CB INC V DB iSS PG 131 a �nr � 306 OB BBB PC 64 m �;y m� SEE SHEET 24 FOR -L- PROFILE 0 0 0 M N LQ r N J N W W I N W z_ J I V) z 0 N W N L Q m N 0 V TentotN6 proposed right of woy and t porory constrzo lv easements are drown for eorly utilities coordioatJon and are subject t change based on futor design recommendations, h O � HrERIuDO CO, M MT M -L- SC Sfa, 42 +11,41 0 PROJECT RERERENCE NO I SHEET NO. 0 SHEET NO ROADWAY DESIGN I HYDRAUDCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE F0 CONSTRUCTION Pis Sta 41 +4415 ASto 55 f1 Pis Sta 6TU I Os - r2516 A -- RX44BIUI 95 - r25'5W Ep is = 2XX D: r25565 is: 20 ER7 E 1iD,00� LT =13334' L - 256S LT =133 4' ST - 60 T - IX27Y ST = 6661' R = 4,000,00' SE =M R; N aN N N SEE SHEETS 24 -25 FOR -L- PROFILE SEE SHEET 2 -A FOR MEDIAN TURN DETAIL 0 CONCRETE ISLAND ® PROUAVEMENT REMOVAL V) Z 0 N W N m L m Q T m N 0 U PISto 55f14J4 L PIS Sto 61f�B86 A - 35944ATI 0S - 1`255W 0 - r25'S6b" Ls - 200110 L =2,16f1' LT =133.4' T - IJ027Y ST R - 4,000X SE -- OY I a a c Teofofive prgsed rigl of way cad femporory consfrucfio� eosem t ore stvn for early uMities coorftolior and are su6jecf 10 chc46 be ad on fury design recommerdofioos, w RF rg rs SRS 2p01 009 RROIECT REEERK NO I SHEET NO. 0 SHEET NO _ ROADWAY DESIGN I HYDRADDCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE F0 CONSTRUCTION H g OWN F, ARS IIEPEMUSER CO, w } BB 927 P 6S0 REE FARM JY I w1nn I � -K2.3 m w roa,sEXN l I a A SOB 30 PC 4SC� \ qce X11 PC 6w UB 2 PG A a X-X�X—X dI w uR ow Q k k \ � I � k TREE RGRN � I rR R I 12 A le l �I ,d SEE SHEETS 25 -26 FOR -L- PROFILE + k 6 ASSOCIATES, NC, a Von V SEE SHEET 2 -A FOR UEDIAN TURN DETAIL /�+ I is )PO 67 CONCRETE ISLAND °� a Pc 1t VB41PCI: V) z 0 N W N L m a m m 0 m RROIECT REFERENCE NO HT NO. TentotN6 proposed right of w y and temporary construction easements ore sta for early 9 -25149 _ 9 uthities coordination and or subject to change based on further design recommendations, 0 SHEE1 NO _ ROADWAY DEfIGN HYDRADDCE ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION Np' PRELIMINA RY PLANS DO NOT USE FOI CONSTRUCTION Ah y� p0 I I MIIUNOA.PARKS I a ASSOfIA1ES INC k DB 11�PG 81 I UB 9PG 161 UB IIPG 66 w UBaPGit ti; UBuPGQ „� \ m W N'e'ss, SEE SHEET 26 FOR -L- PROFILE M ? 3CpB9g "F e SEE SHEET 34 FOP -0- PROFILE 0 0 N M Q N I Q N I 0 0 10I^ 4i I r I N n Z 0 N N 0 m m z m a m N k w w I N w Z J I u I e l� Ir YY LL I U u 1 I l F -Y2A- PISto JX7 2 PISto 30465, = 25$251IRT) a - 3r5?23,tL1t n _ 0799'A90' n - 07991n90, 0 \ TerVive proposed right of way and temporary construction eosemeots are shun for early 01 UtNlies coordinctioo and are subject to change based on fora r design recommendallons, a zm N9) 7N y' I i SOHO 0, OF c° sQ 5 6 nI1 PROJECT RERERENCE NO I SHEET NO. 0 SHEET NO _ ROADWAY DESIGN I HYDRADUCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W AWISITION PRELIMIN RY PLANS DO NOT USE F0 MNSTDIICTION it 30 PG Bi , SIDE Do 259O PO 5 ul 4 PG 05 SLOE l•90 SEE SHEETS 26 -27 FOR -L- PROFILE SEE SHEETS 33 -34 FOR -Y2A- PROFILE SEE SHEETS C -t THRU C -? FOR CULVERT PLANS 0 O O w 1 t V) Z 0 N W N i D m D N 0 U PROIECi REFERENCE N0. SHEET N0. Tentative proposed right of way and temporary construct) easements ore shown for early R —RBHuN 14 ulilifles coordlnaflon and are subject to WCb based on furV design recommeadallonse — RW SHEEP NO _ ROADWAY DESIGN HYDRADDCS ENGINEER ENGINEER \ PoIN BRaNCN [NCOMPLE rE PLANS pROPEPIY LINEIINE A�C� DO NOT USE FOR /w nDUOlslrloe PRELIMIN RY PLANS / DO NOT USE FO CONSTRUCTION PROPfR1Y / `¢" IINf gIONC IONC POINT ERa s � - o ry m z I of M PROPERLY lM E plONg HICCINg BRANCH �J5� DEANS 6w[p b, 1A Sl I � •17 N4 I^ i I I I OR CREEK FAQ& AC, ' Staff pB Y9 PG IN 111 ?in NI ua s•m 0 / �� -BLS- IB I � N n �� m D TYPE I I K MaU I R �o I a' R/ PN N ° IN I 10, Ps N CAT -] I N F F IF F F F f f fl F f - -- 1� F C I SLEEPY CKV FARU X MMPGIN III td aim SO -L- PISto 119 +99,89 � = N13'150'fL11 L °6,015,98' T = 30131 R = 16,40500 SE - NC SEE SHEETS 28 -29 FOP -L- PROFILE SEE SHEETS S- TO S- FOR STRUCTURE PLANS SEE SHEET 2 -E FOR BRIDGE DETAIL I I 1 ��, � II •1 � 1� � W • , I � if 1 1 s ' I1 I • I I I , , 11 . � I I I I I I I I�I�I�I�I�I�I�I�I�I�I�I� �I�I�I�I�II�I�II�I�I�I�I�I�I�I�I�I�INI�IrI�I�I�I�I�I�I�I�I�I�I�I�I�I�If��7Nl�n m D TYPE I I K MaU I R �o I a' R/ PN N ° IN I 10, Ps N CAT -] I N F F IF F F F f f fl F f - -- 1� F C I SLEEPY CKV FARU X MMPGIN III td aim SO -L- PISto 119 +99,89 � = N13'150'fL11 L °6,015,98' T = 30131 R = 16,40500 SE - NC SEE SHEETS 28 -29 FOP -L- PROFILE SEE SHEETS S- TO S- FOR STRUCTURE PLANS SEE SHEET 2 -E FOR BRIDGE DETAIL V) z 0 N i Q m N 0 m PROTECT REEERK NO SHEET NO. TenVNe proposed rlghl of way crl temporary construction easements are Ste for early R -2514B _ 15 uf101es cxrdmatlon and are subject to change based on furtl�r design recommendafions, -- j RW SHEET N0 _ ROADWAY DESIGN HYDRADDCS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W AWISITION PRELIMINA RY PLANS rDO NOT USE FOI CONSTRUCTION UIC MIif�S,LLC PC B SLOE 199 PG 1 WIN O,BYNUI DB IQ K IN IRACI i SLEEPY CREEK PARKS, K I` OB 108 PG ON g# g M SLEEPY CREEK PAINS, NC, / OB 109 PC IN KB NO 20 S<iDE B•119 / / / IM W BEIEERN M rJ p8 SK 539 0 K B SLOE 199 PG 1 0 p -BL2- 4 0 0 + - - - - - - - - - -B1M�_ I. \ nc 0 ,0 W + P f f - -- AA SLEEPY CREEK PAINS, NC. ` I IBINO 1a m BV q/ SLOT B t19 111 12 1 \ EV14,5g' OORA08 2% 5B NG30N PI Sl41i9f9989 \ Pc B AOE 199 PG 1 0 = UN573" L = 6111596" T =31AN \ R =16,405,00' SE - NC SEE SHEET 29 FOR -L- PROFILE SEE SHEET E -E FOR BRIDGE DETAIL \ SEE SHEETS S- TO S- FOR STRUCTURE PLANS N 1 10' PS Q �T- T Q 7 ~ ~ N T P X11 k k J � �� V N � N " y y 4' PS " 4' Ps �. A A PEMS B,l TAPER T TYPE a•// N N r I 1 10' P PS m m r ro L LL w I — F I� I 12' PS o 1 1 -1 P F — — 1 � � � � � ALENE N. NEiHER91GI0N I f T------- - - - - - -_ H H OB19P05]9 A L I f IBINO 1a m BV q/ SLOT B t19 111 12 1 \ EV14,5g' OORA08 2% 5B NG30N PI Sl41i9f9989 \ Pc B AOE 199 PG 1 0 = UN573" L = 6111596" T =31AN \ R =16,405,00' SE - NC SEE SHEET 29 FOR -L- PROFILE SEE SHEET E -E FOR BRIDGE DETAIL \ SEE SHEETS S- TO S- FOR STRUCTURE PLANS V) z 0 N C m U L N Q m m 0 U BEBAB \ PROTECT REEERENCE NO HT N0. N 01 °IS'S2' E BEBpP �io,i� � R -25149 _ 16 P 0 SHEEE N0 Tenfafi� proposed righ of way cro' temporary aonsfruaf(on easements are sta for early WADWAY DBIGN HYORA M utilities �rdlnaflon and are subject fo change based on furt design recommendations, ENGINEER ENGINEER INCOMP of E PLANS SRS 1p01 qq app 8 PRELIMIN RY PLANS P H oo NOT ass Fo CONSTRUMON UK PRGPERiES LLC ° iOWNNp FpNAISVICE o OB 164 P6 604 ° o NAP CABIEr 9Q Al299 PG t " m K B Sul 299 P61 o n z aN m z �d \ �di b� N mr N OT'09'Si� 1 S 101IY06' w -�� NRC PROPERiKLLC ACENE 1. WEiEER161M PI Sf0179 +99,99 III P oa 1�PC 4i9 3 = 21'lY15ZYLT1 Pc a S<oE 299 PG t ti D ° ON 573 opa t-U75S yNP �� yo T = 3p13Z0 IMP R CA i $' vc = I &405,W' SE = NC -BL2- 2 20 F / 0 BL2 25 rC V9 I F � s N � M R N � � I 1 k N � �/�_ �T'G KIN 477' SiA H 3 BgF,1p\ E�fV- 38,11° k/ 8-11 + F F CQ F F c 0 F— F F - - _ _ -- Wu 35o kd TYPE B -1 CAT-T F F F F f f F \ m q \ -812.25 \ � 1 \ f �FSS ORA WARRINGTON \ \ DB OR 939 \ R B SCOE 299 PC t \ f rN �. Nm ON PN Z SEES �,B �'Ef HEFTS P9 -30 FOR -L- PROFILE SEE SHEET 2 -E FOR BRIDGE DETAIL SEE SHEETS S- THRU S- FOR STRUCTURE PLANS m m D IN WWII -0 19 UK PROPERiIN ILC N 11141i 2 E� ssEFp�E�N / -BL- 46 m o T N '. o E NN D Jf / , N a V) z 0 N 0 m i Q m m -Y3A- PI Sto 23 +15A1 PI51018 +4139 F3623b'IRTI L - JrIf132U) D = 0128" D :112P33g L - 22T L - 3259P T =1151' T =169M? R = 350A0' R - 50 SE - N SE - Y RO -9 4-60' 131 IC.LAROM NEAS Slot M -E - -- N 10'I - I -- --E li I -Y3E- Tenlative proposed rlghl of way and femporory constructlon sements ore shown for early PISto 11 +3298 utilities coordination coo are 5u6Jeclto ctnge based on fu they design recommendaflons° A - 13"29'4051C1 D = 4744'413 SRS 2007 L = 15393' f T - 6960' R :120,00 SE = N JAMES E. ARMS I DB 2B PG \ Z POC St 18 +1859 -Y3t'- \ \ \ POT 310.109 0 43 \ \ \I PT Sta. 20+0435 JA- S 049694' w " d4' INGRESS, EGNESS E4SEMEM ' / �1 iIB3,Ei' OAV� NcAIIIS BISON JoNN JOYC q,A rj�^ y �f SISOE�'9 PG iI PCC Sto, 24 +2292 -Y3A- E' N0 N �0 . W� W / I+ E Lu z� IN U FQ M R � I% ////1117�\ J. C. LAROglE I�WS µ S19�I .. PC StaJ6 +1838 r Sla,10 +4338 JE- \ \ PROTECT REFERENCE NO I SHEET NO. 0 SHEET NO _ ROADWAY DESIGN I HYDRAUDCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE F0 CONSTRUCTION �0 0 W N I W 10'INCfiESS- fG9ESS= 4SENENI z Q E" V) " NQ ? -r3E- Sta,13 +6593 uQ DECK Q e H DEC DER � HIR HTR HIR E� DES � I oE�R, � DECR —Poi Is E IS / }- —� R -L- PT Sta,210 +0261 R G G G C —' 2550,91' S 01 °S99E— �� 5 OS 10 E f f f f f f f �' E/ f f f f f— f— f— f f f �0 0-� -- - - - - -- — — — — 0 W 0 9� 0 W N TOPS O PS Lu N N~ 0 NI] GPPVES NO N N T N � ZN 4'PSo NZ3f13B,E 4'PSo zN �Q 4'PS 4 PS JI' N 01 UN N.� 0. 0 N y UN <Q 1 10, P5 10, PS �J < I - - ----7-- ___ - - - - -- - - - - - -- - - - - - -- E E f f f f f f f f f f f f f f P P E P E G -L- R PI So 119 +9989 NY uN JOIW W ErlY1TU) w��ioiay� SI D =0'20 u BL L - 60151 21 T - 301320 R - 16,4500 SE - NC - — — — — - — — — - ��46' 4S6w 00'04' I' W 264,00' 138 oAYO NEISOI SON SEE SHEETS 30 -31 FOR -L- PROFILE SEE SHEETS 38 -39 FOR -Y3A- PROFILE SEE SHEET 40 FOR -Y3E- PROFILE V) Z 0 L Q m N 0 m 68 2009 ADT 114 2035 ADT JIN HUNDREDS 13 13 22 WHITE OAK IVER ROAD 22 -V3- -I- US 11 68 114 TRAFIC DIAGRAM fOR -I.- AND 43- M ° POT Sto, VON -Y3- Z N SO °00'09' W ao,o� EiP Mil I CAPHRi�u `LP M V C� W BEGIN CONST, aP POT AV P pIOEII HEi sFO o RO k Ud _ ` W i -BY4- 7 RuEGU S,BGNSBNI I � ��61PCM1 1m��, z -Yi'. -ri- RRUCi REEERENCE N0, 9HEEi N0. 1 Pik 15f13�35 PI Sto 20 +2029 R -25149 _ 19 A :45'14'IIMT) L: 918'42,4( 0 SHIF NO, _ 000 GDV�NtE %fR 1 Ri 1 ° I D :3744256 O = x08'45' Raaowar DESIGN HroRauucs �O ko y0Etltl3N39� : 138,11' :81260 ENGINEER ENGINEER I a T 1291' T = 40120 R :115!10 R W SE : A4 SE 2 INCOMPLE E PLANS W NOT USE FOR /W ACaOISIPION PRELIMIN RY PLANS �� oo NOT USE Fo CONSTRUCTION n POT Sia.18 +10,97 -Y3C - 5 -e- ,�� Pis Sto 221 +83,84 3 , R es = 4Ir323 \ \ \y �I , Ls = 240.00 tT 60Y ST = 6004' - - TS Sta. 3.19 0 J.C. u T t 1 \\ h \ N �6k �C -1SOU' "EEC � o �9 t 108831 -Y - 11 \ \ \\ y \� \� Qq PC Sic, 15+00,44 -Y - E 9� PT Sto. 1050,78 -Y3D- \ \ 1 I \\ y \ PT Sto. II+ it _Y39- POT POT -Y3A- of �I SF J6 -L-yI \ Z Q OFFSET -1555%T �S'Sg310N�'E 4 \ � � ROT 90.21616563 \\��' — � I J C. I \ L U i a y N � R(P AT -1 �" $ta,IB +IlD3 -Y3• h tXs,� Rxx Eb — — - - -- -- - -- 4 2 2 < IM --4 IYRCP c saao' - - - - - -- — RCP " I T �'> N —� -1� 3 SR Ui6 WH f OAN RNER RO BSf 0 — �— — si "t� N 0 iS'RCP_ - - -- --- - - ---- 1 0 °70'R /W ° =I E�� -- - - - - -- -- 0 10 IS RCP — -- - - - -- - - -- - -- PN _ Exit,mc EIR ; � E "RFP MP 0 I I tFSRNC AxF -- I R W 0 rink AxF� �n �A Yne i! � 0 i -1 1 ° I I � I A � � � �► °a �' I i' 1 xM 'I 1 caNC V) 2SENO 1 REpNG lEE N�NSIEt oe '\ I \\ I P n waoEr� 6 Q 161 � ` d \ � 1 ,�J � I p I I 1 ��F W N N N7R I13� P1D ZQ IN BgSEbF'� )R�GRr � h �1 s INRItE oAA EN0rRl� �a 135 PC Sto.10 OG�Ip lS vv3P FCAN rrT'' y IN0 EN1 \ d I h V r� 9ylg�pn 7 cHUacR PC Sta. w &UP9 -Y3- ,6 DB ROOUE E�AS \ ' \\ 1 BL' 43 ptiy coq � c S 49 °S9' 7C \ 98° 9 ilR 9� - 28 BYQ Qj ,\ 0 P. 0' PISto 10+5669 ° 5744,8' T = 3119 R ;100,00' v ti v v i SE : S¢e Pin $Gifu �NORi o �� a� RO : See Ploys M O9tei tiff a9 $0y o� ASta ro +8958 PISta 11 +4111 pi Sto 12 +3953 4�yG A - IN ON(RT) a : 2P54'0261LT)p = 9r2VOR %mqA� D = 5909,4 D = 11435'295° D =114'35'295° °a L : 53Jr L =1824 L =1914' ` 0 T = 366/P T : 927 T :5122' N 49'H ''W 49 °s9'47' R : JOIN R : 5000' R : 5OX \ J� SE : NC SE : NC SE : NC \�� k SEE SHEET 2 -E FOR BRIDGE DETAIL SEE SHEET 01 FOR -L- PROFILE SEE SHEET 31 FOR -Y3- PROFILE �P P� �s oN BOBBY LU NCN40 2 a °C 4a ��j SEE SHEET 38 FOR -Y3A- PROFILE 2 s� �� i SEE SHEET 40 FOR -Y3C- PROFILE 0 0 Tentative proposed right of way and teqraw constructlon easements are shown 0 early SEE SHEET 41 FOR -Y30- PROFILE utN[1es coordination cod are subLect to chcng based on furt design recommend °ons° SEE SHEETS 5 THRU S FOR STRUCTURE PLANS N L Q m N 0 RROIECT REFERENCE NO I SHEET NO. Tenfofive propd right of way and Temporary consfruofion eosewe s are shown for early -- - - - - -- + uthifies coordination ono' ore suhjecf to ftnge based on furfher design recommendaflons, ww SHEET NO _ \ ROADWAY DESIGN HYDRAUEICS ENGINEER ENGINEER +\ INCOMPLE rE PLANS DO NOT USE MIN RYA PRELQ PLANS PI Sto IM232 PI $to 12+3241 Do NOT USE FOI CONSTRUCTION + A -- I V16S(tT) a - IZ203. U) �+ D - 114'35'296' D =19'05'54,9' L - MY L =6131' + T = 40.49 T - 3393' \ \ R = 50S R = 300p ti SE - SSee Plans SE : A 9Q RO.45, Nl9 XY ll� R03 \ PISto X029 PT to I f •r • D = rT45S l = 81260 \ T = 40120' R = 5,OO x SE - 02 a PT Sta, II+IOjo • - \ „o 0 Lu W Z� y M PC 90,100203 -r3C- tu 9f r Q M y y ^Z�O?�W 1 END CONST, T� y J,C,IARODIE,IEIRS � °3,4s' 010 4 F W � � PD 559 S 43'°193' E 210,0° h 0 EksuNF , 11 \ \ 24N W0 k \ �a'R x � INC, 1 ~\ I WN SR All Z� CAi4EEN lARDOUE, i Al P' W CIE Ni EM J � a D'R w I ,SR rd ZN a \ h y OVA- 70 POT 90.10+00A0 PT S10,24 +2569 -r3- rgPFR vv i v RIVER \\ t I f •r - 138 • Y4• T �\� \ \ �T� RD \\ \ DAN ILSM JDINSOR iti ` is \�\ �- ` \ I �IC'C'kOE�Q PC 5 EIP \ k I I I CR PA g \. PT f I + q -r ope r s 36 w° PISta 12 +1522 �} v = 5456'10 fLTI I`' r• S °� ST ° °s: END CONST, POT to, +10 r �' : 38 m FN s EESroB�,rHgNStEr JR ` SS13 pp Y3B• °R E ux POT Sto,2ro +62.16 -L- R =15A0 \J OFFSET = 21163' RT SE - NC SEE SHEET 31 -38 FOR -Y3- PROFILE SEE SHEET 40 FOP Y3B PROFILE SEE SHEET 40 FOR -Y3C- PROFILE m EROIEGT HEM NO SHEET NO. N HIM 11 111 1 R -2514B 24 m ROADWAY DESIGN HYDRAUZ 90 ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 80 PREL��i RAY NS §TPa BEGIN GRADE -L- STAA15 +45,00 70 EL- 45X IIIIII HIM 70 60 PI= 23 +1oD0 EL = 4592' 60 Pi= 21 +app EL = 46,91, vc = Ila vc = 2�a K °201 50 7 111! 111111111! 111111 K: 2m 50 40 40 I Hill 111.1 1 Hill I Hill I Hill 30 30 20 20 10 10 0 0 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 90 90 BY12 ELEVATION - 4583' N 410544 E 2522312 BL STATION 28 +06DO 5P LEFT -L- STATION 33 +29.80 IU6 LEFT 80 RR SPIKE IN BASE OF I? PINE 80 70 70 PI- 23 +1000 PI= 32 +50.00 60 EL - 4592 11 IF Hill PI= 30+65DO EL = 41,45' 60 VC - Ila EL -48DI' VC -11a K =201 VC - V K =282 K =331 50 50 40 40 Ill 11 HIM 11 HIM 1 11 30 t t 30 m HN d m 6 20 20 T m d 10 449 10 �o �u Hill No N3 � 'o 0 0 0� 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 m EROIEGT REEERENGE NO SHEET NO. N HIM 11 111 1 _ _ R -2514B 25 m ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER 1111111 11,11.1 111 1111111111111 1 11 1111111111111 1 111 111111111111 Hill IIIIIIIIIIIII HIM INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 80 PRELIMINA R PLANS Hill IIIIIII AY §T 10 10 60 60 50 111111111 WIN 71111111 11 50 1 1-1 1 Hill I Hill Hill 40 40 30 30 BY15 ELEVATION - 4565' N 411615 E 2523676 20 BL STATION 45f3360 59 JT 20 -L- STATION 50 +66,02 05' LEFT RR SPIKE IN BASE OF I? PINE 10 10 0 38 +00 0 39 +00 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 46 +00 41 +00 48 +00 49 +00 50 +00 51 +00 52 +00 90 90 80 I Hill 80 PI- V5.00 EL - 5413' VC - 200' 10 K = 333 PI= 66 +8000 10 EL - 511r VC =500' K = 418 60 60 1 11 11 11 Hill 11 MITI, toHill 1.111111 1. 11 11.11 1111111 Hill 11 Hill iiiiiiiiiiii I III 50 50 Hill HR I Hill. 11 Hill 11 .11 Hill 40 11111111 1 11 1111111 F7 III 1111 FI 11111111 I'll''' I I'll, 11 111 11 I'll I'll 40 m 30 tl 30 I, 111111111111111111. m 20 20 m d 10 10 �o Lo No N3 � �� 0 0 0� 52 +00 53 +00 54 +00 55 +00 56 +00 51 +00 58 +00 59 +00 60 +00 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 m EROIEGT REEERENGE NO SHEET NO. N HIM 11 111 1 R -2514B I 26 m _ _ ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 80 PRELIMINA R PLANS AY §T 70 PI = 66+8000 70 EL = 5171' VC = 500' K 4l8 60 PI = 19+100 60 PI =13 +8000 EL = 4668' EL = 42B VC =135' VC = 395' K = 255 50 K =162 50 11111111 11111 1117 40 111111111 11111117 40 Hill I Hill I I I III Hill I Hill I III IIIIII I I 1 11 1 1 1 1 T 30 30 BY 18 ELEVATION - 43.48 Hill IIIIIIIII N 412956 E 2525166 20 BL STATION 64 +9100 54'LEFT 20 -L- STATION 6HO9 85161'LEFT RR SPIKE IN BASE OF ?PINE 10 10 0 0 66 +00 67 +00 68 +00 69 +00 70 +00 71 +00 72 +00 73 +00 74 +00 75 +00 76 +00 11 +00 78 +00 79 +00 80 +00 90 90 80 80 70 70 PI= 86WO IIIIIIIIIIIIIIHIL 60 EL = 4876' PI = 94 +2500 60 VC = 200' EL = CO' K = 334 VC = 445' 50 K = 246 50 I HIM 40 40 Hill 1 11 111 1 III 111 11 1 Hill 30 30 m 0-14 (D m 20 Hill 20 m d 10 10 �o m� No 1111 Hill 11 111 Lim Hill Hill a3 03 0 0 0� 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 90 +00 91 +00 92 +00 93 +00 94 +00 11H m EROIEGT REEERENGE NO SHEET NO. R -2514B 21 m ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER BY 50 ELEVATION - 30J6' N 416479 E 2525138 INCOMPLE E PLANS BL2 STATION 50 +83,00IFR10HT Eo NET NE ENN /W ACQUITION -L- STATION 101 +11,03 U516HT PRELIMINA RYP La NS RR 10 SPIKE IN 24'0U�4 TREE �§T 60 PI: 94 +25,00 0 EL - 4690 VC - 445' K = 248 PI= 108 +OOAO 50 EL = 39J4 50 VC: 350 PI 100450 K = 253 EL = 3249` Hill III Hill VC = 550' 40 K =182 40 111111 1111 --- 117111- 1 1111111 T 1177 -1 L.I.LL;" -0-0111"T 7 111 11111111111111111 11 30 30 111111111111.01111 1117777 1117 1 1 111 1111111 11 1177 11711 1111 20 20 10 10 0 0 -10 -10 94 +00 95 +00 96 +00 97 +00 98 +00 99 +00 100 +00 101 +00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 108 +00 10 t A 70 -Y2- OVERPASS 60 60 ........ PI = IOB +00,00 iiiii iiiii iiiii 111111111111111111111111 1111 Hill EL - 39J? 50 VC = 350 Hill 11 111 50 K = 253 Hill 40 40 777111111- lillill 11-1 '77" 1 11.1 Hill 30 11. 30 20 20 m 111111111 11 Hill m 10 10 m d 0 0 �o m a,m No N3 � �� -10 -10 w� 108 +00 109 +00 110 +00 111 +00 112 +00 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00 120 +00 121 +00 122 +00 m EROIEGT HEM NO SHEET NO. N R -2514B 26 m _ _ ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 10 PRELIMINA R PLANS La NS AY §T 60 4M 4M 60 50 50 40 40 Hill 30 30 Hill iiiiii Hill 11111111111 20 20 10 10 0 0 -10 -10 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 128 +00 129 +00 130 +00 131 +00 132 +00 133 +00 134 +00 135 +00 136 +00 50 50 BEGIN BRIDGE END BRIDGE -L- STA3??fU +/ -L- S oIllIu +/ 40 PI :140 +5oA0 PI: 144 +70,00 40 EL : 24i4' EL = 3s VC: m VC = 340 PI =150 +15D0 K :298 K = 250 EL - 218 30 1111111111 111 11111111111 1111 111111111'77777 1 111111111 VC - 220 30 K �e 20 7 11 111 JFFT�7 11 11 1 1111111 Hill 11111111111 11 11 11111111111111 111111,11 1 111177 20 Hill Iiiiii I Hill Hill Hill I I 111 11 Hill Illie TIIIIII"Il. .-1 0 T 11 17, 11 Hill 1111111 .1111111 1 1111711 III Hill 10 10 Hill 1111111 11 BY 53 ELEVATION = 20.01` N 420521 E 2526727 82 STATION 95401D0 259'RIGHT STATION RIGHT 0 RR SE 1 I? GUY TREE 0 m a m -10 -10 m d n toll -20 -20 �o m� a,m a� -30 -30 w� 136 +00 137 +00 138 +00 139 +00 140 +00 141 +00 142 +00 143 +00 144 +00 145 +00 146 +00 147 +00 148 +00 149 +00 150 +00 m EROIEGT REEERENGE NO SHEET NO. N R -2514B 29 m _ _ ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 50 PRELIMINA R PLANS AY §T 40 40 P1- 150+75M PI =164+30x0(1 lill I EL - 2178' EL - 25N VC - 2N VC = 200' 30 K =198 K =226 30 20 20 10 10 0 0 —10 ON —10 -20 -20 —30 —30 150 +00 151+00 152 +00 153 +00 154 +00 155 +00 156 +00 157 +00 158 +00 159 +00 160 +00 161+00 162 +00 163 +00 164 +00 BM 54 ELEVATION :14,49' N 4922935 E 2527612 60 BL2 STATION 120J7 207'RIGHT 60 -L- STMON 110 +55,85198,41 RIGHT RR SPIKE IN 20" GUM TREE BEGIN BRIDGE iiiiiiiii Hill 50 -L- n f?? ��. 50 Hill .111, Hill 11111111111 1111 11 11 111111 111111111111 PI.96 300 40 EL = 25S 40 VD -2T K = 228 .6 11 im MM III Ill 111111111111111 Ill IIIIIIIIIIIIIIIIIIIII1111 Ill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI 111112 =P� 77 111 30 1".60 1901 30 '71-11 -11111 111111 20 20 10 10 m m �0 0 m d —10 —10 �o m� N� a3 m� -20 —20 w� 164 +00 165 +00 166 +00 167 +00 168 +00 169 +00 170 +00 171 +00 172 +00 173 +00 174 +00 175 +00 176 +00 111 +00 178 +00 m Rol REEERENGE NO SHEET NO. N R -2514B 30 m — — ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION 10 PRO PLANS DYsT END BRIDGE I. NOT USE U 60 P1- I80JODO 0 EL = 4599 VC = 560' PI= 1 81�I000 K = 249 EL : Mr 50 VC - 350 50 K - 256 l4v 111111111111 111111111 I'll, MC AIIIIII 1,:I I 1 11 Hill 40 40 30 Hill I Iw 1 11 1 Ill Ill I I IIIJ.LI,O "1 '71111 -4 --6 10 WO 7 7 171 30 IIH FU 20 BY 39 ELEVATION = 3128' 20 iiiiiiiiiiiiii Hill N 424814 E 2528215 BL STATION 201 +189 168' RIGHT -L- STATION MIX 42594' RIGHT BY 55 ELEVATION - 38.11' RR SPIKE IN BASE OF 15' PINE 10 N 423693 E 2521182 10 82 STATION 128 +23,00163' RIGHT -L- STATION 178423.731672Y RIGHT 0 0 Hill 11 111111111 11 -10 178+00 -10 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 10 70 60 60 PI =198 +35!10 EL = 43 .18 PI = 201 +50M VC = 234' EL - 41,16' PI= 205+4Q00 50 K - 249 VC -110' EL - 31,58' 50 K =614 VC =320' K =182 40 40 I I J 17 "1111 60111 11 1111 117-11 P.,11 LILIIIII Hill ll 11 Ill 11 Ill 11 Ill 101007 1111111"1 1 Mill I I II-f 11 7`111 Fl III I TM I'T 30 30 20 20 10 10 m d 0 0 �o m a,m _i —o a3 m� —10 —10 w� 192 +00 193 +00 194 +00 195 +00 196 +00 197 +00 198 +00 199 +00 200 +00 201 +00 202 +00 203 +00 204 +00 205 +00 206 +00 EROIECT REFERENCE NO SHEET NO. R -2514B 31 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE FOR /W ACQUISITION PRELIMIN RY PLANS DD NDT US9 FO DONSTRUCTION 30 PI= EMU 1 Ill I Hill Hill 11 Hill I 1 30 iiiiiiiiiiiiiiii EL = 44,42 VC =410' PI= 218 +1500 PI =105 +4000 K = 249 = EL 3894' 50 EL = 3156 VC = 215' S0 V C =320 20 K =191 K =182 20 40 40 10 10 TII Ill 11 11 1 Ill I Hill 11 111111 11 Ill I Hill 11 Hill 11 11 11 11 11 1 11 11 1 Hill 30 1 Ill I Hill Hill 11 Hill I 1 30 20 20 10 10 0 0 -10 206 +00 -10 207 +00 208 +00 209 +00 210 +00 211 +00 212 +00 213 +00 214 +00 215 +00 216 +00 217 +00 218 +00 219 +00 220 +00 PI = 11 +7540 EL = 5059' VC =160 K P I =14 5 1 EROIEGT REFERENCE NO SHEET NO. m 50 EL :4,45' VC : 29 =141 iiiiiiiiiiii 771T R -2514B 32 ROADWAY DESIGN HYDRAUZ m ENGINEER ENGINEER 90 40 INCOMPLE E PLANS DO NUT VSE PUN /W ACQUISITION BEGIN GRADE 41- Sra10+47PI- 80 -t- sra5P795,EL= 49J0 40 PRELIMM RY PLANS DO NOT USE FO CONSTRUCTION END GRADE -YI- STA17 +2540 FI : 41 iT PI = 11 +7540 EL = 5059' VC =160 K P I =14 5 1 50 EL :4,45' VC : 29 =141 50 50 iiiiiiiiiiii 771T 40 40 30 30 20 20 10 10 0 10 +00 0 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 22 +5540 ELL 64J1' 645' 64 N P, 20 m d 10 0 ,I 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 BM 51 ELEVATION 41,48' N 411192 E 2525690 EYA STATION 31 +26,00 7 LEFT 12- 25 +95921197'LEFT RR SPIKE IN TWIN 24' GUY TREE �VIDuEXDD GrIE �IpED FOR SAG Vt. AEaNHM BY 52 ELEVATION - 2923' N 411260 E 2526222 EM STATION 38 +51,00 FRIGHT -Y2- STATION 33 +29,19 91.43' RIGHT RR SPIKE IN 30" HARDWOOD TREE m M m d m N r< so a� cd ;IN GRADE -0- STAID +1215 = 4565' Hkiiiiiiii Hill PROIECT REFERENCE NO SHEET NO. R -2514B 33 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT NE PUN /W ACQUISITION PRELIMIN RY PLANS DO NOT USE EO DONSTRUCTION PI= II +6580 PI- 21 +30100 EL - 389r VC: 200 PI =16 +95,00 EL - 4255' PI: 23 +50,00 EL : 38Ar 60 K =52 EL -361 VC =120' K =39 VC - IV TT77TT77 1111111111111111111111 VC =160' K -5l K =131 IIIIIIIIIIIIII 50 iiiiiiiiiiiiiii. Hill 40 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 m PROJECT REFERENCE NO SHEET NO. R -2514B 34 m ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCDMPLE rE PLANS DO NOT USE PUN /W ACQUISITION PRELIMINA RY PLANS DO NOT USE FOI DONSTRUCTION 10 PI= 31+05,00 Mill 111 11 III H EL - 412 60 pl. Max aPI= Vc - 13a K ° 65 60 2RD0 EL - 3950' E1 =311a VC =100' VC = IOa PI= 28 +95(10 K : � 50 K = 293 EL 35 = 52 50 VC = IOU PI= 31 +35m K : EL = 31,48' VC =195' 40 K 50 44 11 HIM I Hill 11 111 1 1 Hill Hill I Hill I Hill 11 111 Hill 1 11111111 1111 11 11 ,.,11 111 A -.1.11111111 40 Hill 30 30 1 1 1 1 11 Hill 111111111 111111 1 1 Hill I 1 11 20 20 10 10 --- 0 24 +00 ---- ------ 0 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 IT 1 11 NO GRADE -Y2A- ST,443+OOD0 L= 4155 70 70 60 P1:3gfp000 PI = 42 +5000 60 EL = 3911' EL = 40N 1 VC =5' VC = 15' 50 K =59 K6 50 40 71mm 40 IiIFF-WiTiOloo-ol '71 Tr lill lill lill lill lill lill lill Ill. liff foil-C 11111111 1111 30 111 Hill 30 20 20 m d 10 10 ND m� oz, 03 m� 0 38 +00 39 +00 40 +00 41 +00 42 +00 43 +00 ;IN GRADE -Y2B- STA 10 +1200 4914' 10 PI: ro +45,00 -Y2C- Sto,10 +1240 I Hill EL : 5046' If ........ ...... VC : 60' 60 K °T PI :12 +501 EL : 4159 VC : 40' 50 K :10 P1: 1402? U Grade 40 Hill I -Y2C- Sta,13 +60,00 III I EI,2920' K ` 5 I: II+ PI =13 +35,00 L = 2816' EL : 281r 30 C :100' VC : 50 K :13 K:6 20 Hill 10 0 Mill 77 T Hill I 10 +00 11 +00 12 +00 P, d m d m N r< �o a� cd a 2B- GRADE -Y28- ST JIAT SIN GRADE -YIA- STA,101,00 4TJY PI =10 +85,00 EL : 5111' VC- 140' K :14 PI :12 +5000 EL - 452 VC =180' K : 44 10 +00 11+00 12 +00 13 +00 Be910 Grade -Y2C- Sto,10 +1240 I Hill P1: 1402? U Grade EL :4018 -Y2C- Sta,13 +60,00 EI,2920' K ` 5 I: II+ PI =13 +35,00 L = 2816' EL : 281r C :100' VC : 50 K :13 K:6 10 +00 11 +00 12 +00 EROIEGT REFERENCE NO SHEET NO. R -2514B 35 ROADWAY DESIGN HYDRAUZ ENGINEER ENGINEER IIIIIIIIIIIIIIIIIIIIIIII IT Hill I INCOMPLE E PLANS DO NUT VSE PUN /W ACQUISITION GRADE -YIA- STA,13 +50,00 P Do NOT usE ro OY T RUCTION m EROIECT REEERENGE NO SHEET NO. N R -2514B 36 m ROADWAY DESIGN HYDMUUCS 20 ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE PUN /W ACQUISITION PRELIMINA RY PLANS DO NOT USE FOR DONSTRUCTION 70 L L: BEGIN GRADE -Y2D- STa10 IX EL= 36 60 PI = 23f10.00 EL =4045' 60 P1 =12+6000 EL = 4131' PI -15 +35.00 EL = 4220 PI = 20 +0000 VC =150 VC = EL = 36,34` VC =120 VC =150' PI =10 +85,00 K - 32 K =115 5 K =19 K =60 50 EL = 32aa 50 VC -15' K - II 40 1 1 1 1 1 Hill I 40 I I I 11, L 11 7 LQW 77111 1 11 111111 1111111 111 11 1 1 1171 M 1 30 30 20 20 10 10 0 0 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 iiiiiiiiiiiiiiiiiii . . . . . . . . . . . ND GRADE -r20- SiA 30 +55 60 L= 25ar 60 PI = 26f00A0 EL = 35Jr PI: 28400.00 VC =150 EL = 34,48' 50 K � VC =165' 50 K 46 PI= P25.00 EL = 25F VC = 60 40 K :15 40 1111 17M III I 1 1111111111111111 4-W:fT"fth66 30 III 30 11117 I'M III 1111111 .1 M& VIIIIIII IIIIII 20 20 m d 10 10 ND m� a,� #Ei _, OC m� N a� 0 0 w� 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 PROTECT REFERENCE NO SHEET NO. IIIIIIIIIIIIH R -2514B 37 IIIIIIIIIIIII ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER [NCOMPLE E PLANS DO NOT NE PUN /W ACQUISITION PRELIMIN RY PLANS DO NOT USE FO DONSTRUCTION Begin Grade S1o,10 +12A0 -Y2E- Erl Grade EI,43�1' S1o,14 +6 §,00 -Y2E- 40 1111 111111 11111111 T I F= ITM 7711111 EI,41,53' 11111 111111 PI= IO +SOHO EL =EL PI =12+00,00 5A0 -4014' VC -150' ' F:- K =41 40 40 1111 111111 11111111 T I F= ITM 7711111 11111 111111 30 30 I-V 20 20 10 l0 0 0 -10 10 +00 -10 11 +00 12 +00 13 +00 14 +00 15 +00 �2 m d m N l �D GRADE -Y3- 9Aa10 0 36,31' PI = II +95m EL = 3610' VC = 280' K =49135 MPH) 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 GRADE -Y3- M7430D0 9946' PI= 25+50a EL - 4024' VC - 385' K 80 0 24 +00 25 +00 26 +00 27 +00 28 +00 BEGAN GRADE -Y9A- Sra104X u P : AQ?, 20 m d N 10 �D EROIECT REFERENCE NO SHEET NO. R -2514B 38 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER [NCOMPLE rE PLANS DO NOT NE FOR /W ACQUISITION PRELIMIN RY PLANS DD NDT US9 FO OONSTRUCTION 44 20 1 44 10 1 M 70 1 4fl 60 1 44 50 1 M 40 1 4 30 1 M 20 1 A 10 1 0 116 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 T PROTECT REFERENCE NO SHEET NO. R -2514B 39 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE PUN A ACQUISITION PRELIMIN RY PLANS DO NOT USE FO OONSTRUCTION PI - 25 +5540 EL = 3151' VC = IN 40 K =61 0 iiiiiiiiiiiiiiiiiiiiiiiiii 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 GRADE -Y3A- ST 3595' 30 20 m d N �l 10 0 38 +00 39 +00 40 +00 m �2 ID m d m ,IN GRADE -T- STAID +M 4196' PI - IOU EL =4110' VC =15' K =25 38 +00 39 +00 40 +00 ;IN GRADE 43C- STA.&I,00 48.18" 1 =10 +55110 L = 4914' C =6d K =11 EL - 369 VC IF K 26 PI =131DO EL - 35Y VC =150' K 22 GRADE -T- ST 200M PI -14 +15,00 EL = 36.9 VC =125' K =61 PI: 16425.00 EL - YX VC = IN K% GRADE -Y3C- STA18 +10,00 3859' 1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 1 ERoaT REFERENCE NO. SHEET NO. R -2514B 40 ROADWAY DESIGN ENGINEER HYDRAUUCS ENGINEER E PLANS A EQUATION_ RY PLANS OONSTRUCTION INCOMPLE DO NOT URE PUN PRELIMIN DO NOT USE FO 1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 1 70 PI - IRS 60 EL = 4513' EROIEGT REFERENCE NO SHEET NO. VC ° 50 K =13 Pl- 1070M F-F EL = 3193' 50 VC =15' K -14 40 30 R -2514B 41 20 ROADWAY DESIGN ENGINEER HYDRAUZ ENGINEER 10 0 10 +00 11 +00 12 +00 INCOMPLE E PLANS DO NOT NE PUN /W AWUI§ITIUN PRELIMM RY PLANS BEGIN GRADE -)`B- STA,10 +1200 DO NOT USE FO WNSTRUMON EL= 45,93' 70 PI - IRS 60 EL = 4513' VC ° 50 K =13 Pl- 1070M F-F EL = 3193' 50 VC =15' K -14 40 30 20 10 0 10 +00 11 +00 12 +00 GRADE -Y3D- UXY - E_