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Home My WebLink About20141169 All Versions_Permit Drawings_201206076 6 IISea Shaaf 1-A For hdax of Sheafs See Sheet 1-B For Coneflot Symbols ,I L5, N a h U ti 0 ti h 13:1 1224 1221 I � L'•30 Q \F/� / � NFS�CO� 11 END PROJECT 30, :373 i Rhu kd 11 102 Grol�r 1332 -333 l�llf?OrJ 131 133. I lii DES1 1336 SE]Y,a - BA 1176 I 1121 ,pi`T HAS 1357 BB 1 ?37 16 I 339 °oa Pollolksvill¢ � 1338 I 1119 1 110 110 I/113 a iv J17;p"Ec mu, I/ 2 BEGIN PROJECT u3e 1114 VICINITY MAP I I 11 JONES & CRAVEN COUNTY LOCATION; US 17 FROM SOUTH OF NC 58 TO THE NEW BERN BYPASS TYPE OF WORK, GRADING, DRAINAGE, PAVING, SIGNALS, AND STRUCTURES 0 a NO END BRIDGE -E -STA 2Z }22,2 BEN m Y500 TIO0 } a STA, ?? 4 22 22 BEGIN I E- STA 4 TRENi RIVER \ SH O NO. BEGIN CONSTRUCTION M� -Y3A -STA. 13 +91.15 R -2514D r� DIVISION OF HIGHWAYS rg BEGIN CONSTRUCTION 1 eo P.AP0.0 M `o Y3B STA. 10 +13.55 I GO511H BRANCH 110 �I Oi Y �0 ADT 2035 = 15,100 DHV = 1 °I° YL7 END BRIDGE 1060 Birch Ridge Dr., Raleigh NC, 21610 Y E- STA.2i +li2l f � -E -STA 22 }2222 JONES & CRAVEN COUNTY LOCATION; US 17 FROM SOUTH OF NC 58 TO THE NEW BERN BYPASS TYPE OF WORK, GRADING, DRAINAGE, PAVING, SIGNALS, AND STRUCTURES 0 a NO END BRIDGE -E -STA 2Z }22,2 BEN m Y500 TIO0 } a STA, ?? 4 22 22 BEGIN I E- STA z 0 Lo N oo* 01W -2 N ooz N 3w z 00 �01 r 1 nrvm -Y5 -STA. BEGIN CONSTRUCTION -Y6- STAh JFH M�FFf R 100 RI Oq� � oo$,Iglo 'ATR TRENi RIVER \ SH O NO. BEGIN BRIDGE .Co R -2514D - 1- STA. ?z -2Tiz DIVISION OF HIGHWAYS BEGIN CONSTRUCTION 1 eo P.AP0.0 M WIN Y3B STA. 10 +13.55 I GO511H BRANCH 3444211 Y 50 25 0 50 100 ADT 2035 = 15,100 DHV = 1 °I° d END BRIDGE 1060 Birch Ridge Dr., Raleigh NC, 21610 f � -E -STA 22 }2222 RDi , I r GS1 I' 1 u END CONSTRUCTON a PLANS Tp RIG BEGI CONSTRUCTION -DM- STA.24 +91.42 -DRV2- P.129.37 I PE, , 7 I°1.°W311 LENGTH OE STRUCTURES TIP PROJECT R -2514D = 0.00 mi. 0 1 � I scSITURE: I END CONSTRUCTION END CONSTRUCTION END CONSTRUC110N 50 25 0 50 100 DRV2- STA. I6 00.00 43- STA. 38 -001 -4- STA.40 +00.00 TOTAL LENGTH Of TIP PROJECT R -2514D = 6.383 mi. JUGHT OF IVAY DATE; MARCH 15, 2013 STA.300 +00,00 -� -BEGIN TIP PROJECT R -2514D %p ope Op PROROR THIS PROJECT IS NOT WITHIN ANY MUNICIPAL. BOUNDARIES. + THIS IS A CONNOIBED- ACCESS PROJECT WITH ACCESS BEING BIMITED TO INTERCHANGES. U L CLEARING ON THIS PROJECT SHABB BE PERFORMED TO OMITS ESTABUSHED BY METHOD 10 5 0 10 20 iiST =4 % DUAL =3 °% z 0 Lo N oo* 01W -2 N ooz N 3w z 00 �01 r 1 nrvm -Y5 -STA. BEGIN CONSTRUCTION -Y6- STAh JFH M�FFf R 100 RI Oq� � oo$,Iglo 'ATR RATS PRECT RPRRRNCR NOS SH O NO. .Co R -2514D I DIVISION OF HIGHWAYS BEGIN BRIDGE -E -:��- END CO N 46- STA. 18 +28 01 1��5RS 0 Q .,0 oa '7a ^°0 N , STA. 631 +00.00 -L- END TIP PROJECT R-2514D GR9PHIC SCALES 'ATR RATS PRECT RPRRRNCR NOS SH O NO. TOTAL SHEETS .Co R -2514D I DIVISION OF HIGHWAYS STAIR PRWx P.AP0.0 M WIN 3444211 PE 50 25 0 50 100 1��5RS 0 Q .,0 oa '7a ^°0 N , STA. 631 +00.00 -L- END TIP PROJECT R-2514D GR9PHIC SCALES DESIGN DATA PROJECT LENGTH Prpr� in Ile Office ff. MRAULICS ENGINEER DIVISION OF HIGHWAYS ADT 2015 = 10,600 50 25 0 50 100 ADT 2035 = 15,100 DHV = 1 °I° LENGTH Of ROADWAY, TIP PROJECT R -2514D = 0.00 mi. 1060 Birch Ridge Dr., Raleigh NC, 21610 0R NOR? h ad °�i 201,STA,VE& SPECIFiCSTioxs PLANS PE, , D = 65 % LENGTH OE STRUCTURES TIP PROJECT R -2514D = 0.00 mi. scSITURE: ROADWAY DESIGN ENGIA'EER 50 25 0 50 100 ° T = 1 1° = V 10 MPH TOTAL LENGTH Of TIP PROJECT R -2514D = 6.383 mi. JUGHT OF IVAY DATE; MARCH 15, 2013 JAMES A, SPEER, P,E, %p ope Op PROROR PROJECT uGINEER PROFILE �HORIiONTALj 10 5 0 10 20 iiST =4 % DUAL =3 °% LETTING DATE, DANIEL W. GARDNER,1, P.E. MC CLASS = FREEWAY MARCH 11, 2015 PROJECT DESIG,V E%REER STATEWIDE TIER P.E PROPILE IVERTICAL� ix I SIGI 1ti'11 Note: Not to Scale STATE OF NORTH CAROLINA 'S U°E = Subsurface Utility Engineering DIVISION OF HIGHWAYS C PLAN HE SYMBOLS BOUNDARIES AND PROPERTY Stole line - - - °- tounry Gne RAILROADS.' Township Line — — — Standard Gauge +++++++i csNTRMSPORTATON Orchard City Line - -- RR SignalMileposf N,E0 ❑ Vineyard Reservation Line — — — Switch SWITCH Property Line — — RR Abandoned Existing Iron Pin DIP RR Dismantled -- - - - - -- Property Corner — —x RIGHT OF W. Property Monument EN Baseline Control Point Parcel /Sequence Number t3 Existing Right of Way Marker Existing fence line - x —x —x- Existing Right of Way Line - -- Proposed Woven Wire fence 9 Proposed Right of Way Line Proposed Chain Link fence E Proposed Right of Way Line with Pro ooe Barbed Wire fence A Iron Pin and Cap Marker EXISTING STRUCTURES., WATER: Water Manhole 0 Water Meter o Water Valve 9 Wafer Hydrant N��eyord Recorded N Wafer Line W— Designated N Water Line -- - -� - -- Above Ground Wafer Line a/G WOfer MAJOR: Bridge, Tunnel or Box Culvert cGNc Bridge Wing Wall, Head Wall and End Wall - ) CONC ww MINOR: Head and End Wall C NC "W Pipe Culvert footbridge ---- - - - - -� p Line with Proposed Right of Way Drainage Box: Catch Basin, DI or JB m n Existing Wetland Boundary --- "`e - -- Concrete or Granite R/W Marker Paved Ditch Gutter Proposed Wetland Boundary —ee— Proposed Control of Access Line with tA Storm Sewer Manhole Existing Endangered Animal Boundary —Eae- Concrete C/A Marker —EPa— Existing ConfrolofAccess _�— Storm Sewer Existing Endangered Plant Boundary Known Soil Contamination: Area or Site — Proposed Control of Access Potential Soil Contamination: Area or Site — Existing Easement Line - -E -- BUILDINGS AND OTHER CULTURE Proposed Temporary Construction Easement- Tank Cap —E Gas Pump Vent or N — Proposed Temporary Drainage Easement— —M— Proposed Permanent Drainage Easement — —PDE- Sign s Well ° Small Mine Iron Pin and Cap Marker foundation ❑ Area Outline 0 Proposed Permanent Drainage /Utility Easement —DUE- Proposed Permanent Utility Easement —ruE- Proposed Temporary Ufility Easement —ruE- Proposed Aerial Utility Easement —U— Cemetery TELEPHONE; Proposed Permanent Easement with Building fL_fl Iron Pin and Cap Marker School "" ROADS AND RELATED FEATURE, Church + Existing Edge of Pavement - - - - ° - -- Recorded N fiber Optic Cable Existing Curb Dam ---- 1vFa - -- 0 Geoenviron mental Boring Telephone Cell Tower Proposed Slope Stakes Cut HYDROLOGY' N Telephone Cable Hand Hole Proposed Slope Stakes fill Stream or Body of Wafer Recorded 0 Telephone Cable Proposed Curb Ramp — — — Hydro, Pool or Reservoir [] Existing Metal Guardrail Jurisdictional Stream —s— - Proposed Guardrail Buffer lone 1 —sz l — Existing Cable Guiderail Buffer Tone 2 —872— Proposed Cable Guiderail flow Arrow ¢ — — Equality Symbol Disappearing Stream — — Pavement Removal Spring VEGETATION- Wetland Single Tree Proposed Lateral, Tail, Head Ditch r� Single Shrub False Sump Hedge Woods Line UTILITIES: POWER: Existing Power Pole — Proposed Power Pole Existing Joint Use Pole - Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer N Power Cable Hand Hole — H -frame Pole Recorded USG Power Line Designated N Power Line jS.U,E.') �[B 0 0 1:1 H TV: TV Satellite Dish TELEPHONE; TV Pedestal D TV Tower + TG TV Cable Hand Hole "" Recorded N TV Cable T T T T — — Designated N TV Cable S.U.E. *) - - - - ° - -- Recorded N fiber Optic Cable -11 °N— Designated 0 Fiber Optic Cable (&U,E,N� ---- 1vFa - -- GAS: Gas Valve Gas Meter Recorded U/G Gas Line Designated N Gas Line jS.U,E,') - - - - - -- Above Ground Gas Line A/G Gas SANITARY SEWER: Sanitary Sewer Manhole 0 Sanitary Sewer Cleanouf 0 0 Sanitary Sewer Line —SS— Above Ground Sanitary Sewer A/c say fa y sewer P— Recorded SS forced Main Line —F55— Designated SS forced Main Line (S,U,E ") - --- -M - - -- C E TELEPHONE; Utility Pole CR Existing Telephone Pole + rrr Proposed Telephone Pole 0 T T T T Telephone Manhole 0 " Telephone Booth 0 Telephone Pedestal 0 Geoenviron mental Boring Telephone Cell Tower 9 Test Hole i5.0 E,') ® N Telephone Cable Hand Hole AATUR End of Information Recorded 0 Telephone Cable Designated N Telephone Cable jS.U.E. *)- - - -- - - -- d Recorded 0 Telephone Conduit — Designated N Telephone ConduitjS,U,E,'t - - -- - -- Recorded 0 fiber Optics Cable — "- Designated N fiber Optics Cable jS.U.Et - - - - IPQ - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object p Utility Traffic Signal Box Utility Unknown N Line — — N Tank; Wafer, Gas, Oil Underground Storage Tank, Approx. loc. A,G rank; Water, Gas, Oil Geoenviron mental Boring 9 Test Hole i5.0 E,') � Abandoned According to Utility Records — AATUR End of Information E'O'I' PAVEMENT SCHEDULE � REUMINARY PAVEMENT DESIGN ci PROP APPROX.2' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, I PAVEMENT DESIGN ENGINEER ENGINEER AT AN AVERAGE RATE OE 224 IBS. PER SQ, YD. J1 PROP 8" AGGREGATE BASE COURSE C PROP APPROX.3' ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5, AT AN AVEPAGE RATE OE 168 IBS, PER SQ, YD. IN EACH OE TWO LAYERS 12 PROP, VAR. DEPTH AGGREGA E BASE COURSE C3 V. APPROX.Iµ° ASPHALT CONCRETE SURFACE COURSE, TYPE S9 H, P PRIME COAT AT THE RATE OF 0.35 GAI PER SQ, YD, AT AN AVERAGE RATE OF 168 IBS PER $Q,YD, STA 528 +3657 -1 -IEND BRIDGES TO -I- STA. 560 - 40.18 +- BEGIN BRIDGE PROP. VAR. DEPTH ASPHAIT CONCRETE $URFACE COURSE, TYPE $9,5B, AT C4 AN AVERAGE RATE OF 112 IBS. PER SQ, YD. PER 1' DEPTH TO BE PLACED R 2'4" CONCRETE CURB AND GUTTER IN LAYERS NOT LESS THAN 1f" OR GREATER THAN 2' IN DEPTH, 2) USE 3:1 OR STEEPER FILL SIOPE IN WETLAND AREAS DI PROP. 0PROX.2W° ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119.08, S 4" CONCRFPE SIDEWAIR -I- STA 431 +50,00 ILTI TO -I- STA 433 +50.00 ILL) AT AN AVERAGE RATE OE 28$ IBS. PER SQ, YD. I -I- STA, 432 +50.00 IRTJ TO -I- STA, 434 +50.00 IRT D2 PROP APPROX 3' ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119,08, T EARTH MATENAI 12' 24' 46' 24' 12' AT AN AVERAGE RATE OF 342 IBS. PER SQ, YD. D3 PROP APPROX 4" ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 1192, U EXISTING PAVEMENT AT AN AVERAGE RATE OF 456 IBS. PER SQ, YD. 15' WGR PROP, VAR. DEPTH ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119,OB, I STA 441 +00.00 IRTJ TO -I- STA 445 +50.00 IRTI D4 AT AN AVERAGE RATE OE 114 IBS. PER SO YD PER 1" DEPTH TO BE PLACED PROPOSED ASPHAIT PAVEMENT MIMING VAR. 0' TO 31 IN LAYERS NOT LESS THAN 2y2' OR GREATER THAN 4' IN DEPTH, Ei PROP APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE K5.0, AT AN AVERAGE RATE Of 456 IBS, PER SQ. YD W VARIABLE DEPTH ASPHAIT PAVEMENT !SEE WEDGING DETAIII E2 PROP. APPROX. 47;" ASPHAIT CONCRETE BASE COURSE, TYPE B2iOB' Y PROPOSED MILE RUMBLE STRIPS STD 665,011 AT AN AVERAGE RATE OF 513 IBS PER SO, YD ISEE 1 I 6 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE BKOB, E3 AT AN AVERAGE RATE OF 114 IBS, PER SQ, YD PEP I" DEPTH TO BE PLACED 0 -I- STA. 455 + 00.00 ILTI TO -I- STA. 455 +50.00 IITI IN LAYERS NOT LESS THAN 4' OR GREATER THAN 5�' IN DEPTH. NOTES: 1', PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. 2I MITI EXISTING PAVEMENT AT END OF GRADE T&N IOCATIONS. PROTECT REFERENCE NO SHEET N0. R -25140 2 ROADWAY DESIGN I PAVEMENT DESIGN ENGINEER ENGINEER NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION RELIMM RY PLANS DO NOT USE PO CONSTRUCTION USE TYPICAL SECTION NO.1 TOR: I- STA 300 +0000 TO -I- STA. 319 -6440 -4 IBEGIN BRIDGE) STA 321 +14.73 +� )END BRIDGE) TO -I- STA, 371 +60.00 )BEGIN BRIDGE) I- STA. 375 +4000 -I- I[ SID BRIDGE) TO -I.- STA. 388 -20.00 IHISIN BRIDGE) STA. 400 +00.00 - IEND BRIDGE) TO -I- STA. 427 -9129 +' )BEGIN BRIDGE) I- STA 429 +15,50 +/- )END BRIDGE) TO -I- STA 525 +0568 +'- )BEGIN BRIDGE) STA 528 +3657 -1 -IEND BRIDGES TO -I- STA. 560 - 40.18 +- BEGIN BRIDGE I- STA 561 +90.24 +l- )END BRIDGEI TO -I- STA 623 +3500 NOTES: 1J END CONSTRUCTION -I- STA 638 +24.74 2) USE 3:1 OR STEEPER FILL SIOPE IN WETLAND AREAS I- STA, 303 +00.00 IITJ TO -I- 5TA 304 +00.00 ILTI -I- STA 431 +50,00 ILTI TO -I- STA 433 +50.00 ILL) I -I- STA, 432 +50.00 IRTJ TO -I- STA, 434 +50.00 IRT 6 STA. 436 +50.00 IRTJ TO 1 STA. 438 +00.00 IPT 10' 6' 13' 12' 24' 46' 24' 12' 30' I- STA.437 +00.00 ILTI TO -I- 5TA 441 30.00 IITJ 15' KR 15' WGR I STA 441 +00.00 IRTJ TO -I- STA 445 +50.00 IRTI ?N STA, 444 +50.00 ILTI TO -I- 5TA 447 +00.00 IITI PS 1 I 6 6 PS 0 -I- STA. 455 + 00.00 ILTI TO -I- STA. 455 +50.00 IITI -I- STA, 457+50.00 ILTI TO -I- STA. 459 +00.00 IITI I0 fDP C2 fDP GRADE fDPS GRADE C2 IDPS C2 � Z I STA 462 +50.00IJT TO I STA 463 +00.00 IITI 10-4 POINT POINT t STA, 463 +00.00 IRTJ TO -L- STA, 464 +00.00 IR> CABLE -I- STA 472 +50.00 IRTJ TO -L- STA 474 +50.00 IRTI 3 :1 ,a25 B2 6:1 GUIDERAII 6 T ,�02 ohs o25 04 -I- STA, 473 +50.00 IITI TO -I- STA. 475 +00.00 IITI TO 61 6,1 61 6 6:1 -1- STA 476 +00.00 IRTJ TO -I- STA 477 +00.00 IPT 14 14 STA.479 +00.00 IT TO -I- 5TA 480 +00.00 LT I I I I Y P 12 D2 Y Y D2 12 P I STA 482 +00.00 ILTI TO I STA 482 +50.00 IITI T 11 T T Jl T 3,7 VARIABLE I- STA, 490 +00.00 IR> TO -I- STA, 491 +00.00 JRTI GRADE i0 THIS TINE GRADE i0 THIS TINE SITE . 2 +00.00 IITI -I- STA. S90+50.00 II TO -I- STA 49 SEE X- SECTIONS LT -I- STA, 493 +00.00 IRTJ TO -I- STA, 495 +50.00 IRT I STA 493 +50.00 ILTI TO I STA 496 +00.00 IITI I- STA, 503 +50.00 IRTJ TO -I- STA.506 +50.00 IRiI -I- STA 520 +00.00 ILTI TO -I- STA 520 +50.00 IITI TYPICAL SECTION NO, I -I- STA. 520 +00.00 IRS TO -I- 5TA 520 +50.00 IRT -I- STA. 527+50.00 ILTI TO -I- STA. 518 +50.00 IITI -I- STA. 529+50.00 ILTI TO -I- STA 531 +50.00 IITJ I STA 531 00,00 I9I TO -1 STA, 531 +5000 IRTJ -I- STA. 535 +00.00 IRTJ TO -I- STA.536 +00.00 IRT -I- STA 536 +15.00 ILTI TO -I- STA 537 +00,00 IITI d -I- STA. A +00.00 ILTI TO -I- STA 551 +50.00 III P 6 STA. 548 + 50.00 IRTJ TO l STA 553 +00.00 IPT 0 I- 9A.562 +00.00 ILTI TO -I- STA 563 +50.00 IITI ri a I STA 584 +00.00 ILTI TO -I- 5TA 588 +50,00 IITI -I- STA. 584 +50.00 IRTJ TO -I- 5TA 586 +50.00 IRTJ N -I- STA 591+00.00 ILTI TO -I- STA. 592 +5000 Illl �! -I- STA 591 +50.00 IPi TO -I- STA. 593 +00.00 IRTI 0. I STA 610 00,00 ILTI TO -I STA 612 +00.00 IITJ L- STA. 626 +25.00 IRTJ TO -I- STA. 627 +75.00 IPT 00 N3 I� ZD �j NOTE: USE MILLED RUMBIE STRIPS FOR MEDIAN AND Zq OUTSIDE ASPHAIT PAVED SHOUIDERS, SEE STD, 665,01 014 d P T 0 ri a d N �Y ,f 0 OE Q0� N 3L Z D� 70 i i 000 i -Y3- 40' IEMRNGI TYPICAL SECTION NO, 2 j -RAMPS- VARIES 10' O' TO 16' 0 W F K C2 R w FY D2 TO THIS LINE INSET A UJt IYRIIAL�WIVN KI hUR; -Y3- STA. 18+50.00 TO -Y3- STA, 34 +5000 USE WITH iYPICAE SECTION N0.2: Y3- STA. 19 +34.00 IETI TO -Y3- STA. 19 +94.00 LET NOTES; -Y3- STA 22 +02,00 I1r TO -Y3- STA. 23-50,00 IETI 11 TRANSITION EOT WIDTH FROM 15' TO 40' -Y3- STA, 30 +6500 (ETI TO -Y3- STA. 31 +25,00 11 j -'� -Y3- STA. 14 *50.00 TO -Y3- STA. 18 +50.00 -Y3- STA. 33 +340 IETI TO -Y3- STA. 35-001 IETI \ 2I TRANSITION EOT WIDTH FROM 40' TO 26' Y3 STA, 34150.00 TO Y3 STA, 38 +00,00 TYPICAL SECTION N0.3 q 400PS- -Y3- STA, 27 +60,00 IRT TO -Y3- STA, 38 +0000 IRTI USE TYPICAE SECTION NO.3 FOR - Y3RPA- STA. 10 +00.00 TO - Y3RPA- STA. 30 +0002 - Y3RPD- STA 10 +00.00 TO - Y3RPD- 5TA.26 +40.83 - Y10RPA- STA 10 -00.00 TO -f RPA- STA 18 +17.86 +� IBEGIN BRIDGE) - Y10RPA- 5TA 20 +18.16 +l- SEND BRIDGEI TO -YIORPA- STA. 38 -02.02 - Y10RPC- STA 10 +00.00 TO -YIORPG STA, 25 -41.37 - Y10RPD- 5TA 10 +00.00 TO - YIORPD- 5TA.24 +45.24 NOTE: II USE 3:109 STEEPER FIEF SEOPE IN WETLAND AREAS - Y3RPA- STA. 17 +00.00 IR11 TO - Y3RPA- STA. 18 +50.00 IRT - Y3RPD- STA. 17 +502 I1I TO - Y39PD- STA. 19 +5000 IETI -YIORPA- 5TA.26 +00.00 IRTI TO - YiORPA- STA. 26 +50.00 IRl1 S - Y109PA- STA 37 +50.00 IRTI TO - YiORPA- STA 38 +0102 IRTI - Y109PD- STA, 1040.00 IETI TO - YIORPA- STA 1O *75,00 IETI Vn L IV IIiIJ LIPa TYPICAL SECTION NO.4 USE TYPICAE SECTION NO, 4 FOR - Y3EPA- 5TA.10 -0000 iO -Y91PA -STA. 21 -37.85 - Y3EPD- STA 10 +0000 TO 430- STA. 19 +93,14 - Y10EPA- STA. 10 +0000 iO - YIOEPA- STA. 24+13.14 NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION IRELIMIN RY PLANS DO NOT USE FO CONSTRUMON PAVEMENT SCHEDULE PROTECT REPERENCE NO SHEEi N0. R -25140 2-A ROADWAY DESIGN I PAVEMENT DESIGN ENGINEER ENGINEER NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION IRELIMIN RY PLANS DO NOT USE FO CONSTRUMON PAVEMENT SCHEDULE Y I RUMBLE STRIPS Y" TYPE S9 5B C2 3" TYPE S9 5B C3 $" TYPE S9.SB C4 VAR, D11 TYPE S95B Dl 2�' TYPE 119.08 D2 3" TYPE 119,08 D3 4' MI 11908 D4 VAR,D1q TYPE 119OBI El 4' MI 025.0B E2 4 /i" TYPE B25.0B E3 VAR, DEPIHTYPEB2SOB 11 8" ABC J2 VAR, DEPTH ABC P PRIME COAT R T-6` CONC, C &G $ 4" CONC, SIDEWALK J EARTH MATERIAL RIVING PAVEMENT MILLNG W VAR, DEPTH PAVEMENT IWIDGINGI Y I RUMBLE STRIPS d T 0 �I a d N �E ,f my 0 OE ou _a Q01 N 3L Z D� 70 Y3A- CUE -DE -SAC -Y8- CUE -0E -SAC IREVERSEDI YAW i0 70' 21' (EXISTINGI '20' IERISTING) CROWN Cl q P01Ni EXIST, fXISi, / C- T U El GRADE TO THIS TYPICAL SECTION N0, 5 q -% TYPICAL SECTION NO. b C{ -Y4- 10' 32' E -f 10' VM L IV IIIIJ LII% TYPICAL SECTION NO.7 q -Y4- TYPICAL SECTION N0, 8 USE TYPICAL SECTION NO, 5 EOR: -Y3A- STA, 13 +72,19 TO -Y3A- STA, 15 +0000 ' -Y8- STA 31 +37,17 TO -Y& STA, 32 -6900 USE TYPICAL SECTION NO, 6 TOR '438- STA. 10 +13,55 TO -% STA 11 -16,00 -% STA. 11 +16.00 TO 438- STA. 15 +5000 " -% STA 15 +50.00 TO 43B- 57A.l6 +25.00 USE TYPICAL SECTION NO, 7 f0i: -Y4- STA. 20+1500 iO 44 STA. 20+50.00 -Y4- STA, 38 +00.00 iO -Y4- STA. 38 +95.00 NOTES: 11 TRANSITION FROM EXISTING TO TYPICA1 NO .7 -Y4- STA. 19 +00.00 TO -Y4- STA. 20 +15.00 21 TRANSITION FROM TYPICAL NO, 7 TO EXISITING -Y4- STA 38 +95.00 TO -Y4- STA. 0100.00 USE TYPICAL SECTION X0.8 FOR -Y4- STA. 20 +501 iO -Y4- 57A. 27+15.00 4 J51GIN BRIDGE] -Y4- STA 29 +45.00 +l- SEND BRIDGES iO -Y4- STA. 38 +00.00 PROTECT REFERENCE NO SHEE +NO. R -25140 2-B ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY' PLANS DD NOT USE PQ CONSTRUCTION PAVEMENT SCHEDULE Y I RAMBLE STRIPS Y" TYPE S9 5B C2 3" TYPE S9 5B C3 $" TYPE S9.SB C4 VAR, DEPTH TYPE S95B Dl 2�' TYPE 119.08 D2 3 "TYPE 119 O D3 4' MI 119 O D4 VAR, DER TYPE 119OBI El 4' MI 025.0B E2 4 /i" TYPE B25.0B E3 VAR, DEPIHTYPEBP5OB J1 8' ABC J2 VAR, DEPTH ABC P PRIME COAT R T F CONC, C &G S 4" CONC, SIDEWALK J EARTH MATERIAL EXISTING PAVEMENT MILLING W VAR, DEPTH PAVEMENT IWIDGINGI Y I RAMBLE STRIPS 6 PROTECT REFERENCE NO SHEET N0. R -25140 2-C ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RY PLANS DO NOT USE PQ CONSTRUMON Y5- -Y6- 3' 20' EXISTING 3' T T PAVEMENT SCHEDULE tCl 2" TYPE S9,5B C2 C3 CROWN C2 S9 SB C2 3 "TYPE TIE TO PROPOSED POINT TIE 10 PROPOSED USE TYPICAB SECTION NO, 9 FOR; SROPE PRO70ON E ST EXIST SIM PROTECTION -Y5- STA. 12+13.89 TO -Y5- STA.13 +9171 C3 lV" TYPE s9.sB i — — i "46- STA,13 -89.66 TO -Y6- STA 18 +28,01 " C4 VAR, D11 7M SS 7" 7° El U El Dl 2�" TYPE 119.08 GRADE i0 THIS RINE D2 S"TYPE 119 O D3 4' MI 119 O TYPICAL SECTION NO, D4 VAR,DEPiH TYPE 11 OBI El 4" TYPE 025.0B E2 4/i" TYPE B29.0B E3 VAR, DEPIHTYPEB25OB 11 8" ABC J2 VAR, DEPTH ABC DRVI - -DRV2- P PRIME COAT 'VAR 8' 2' 20' TO 10' 2' R 2' -F CONE Csc 10' "'12' $ 4" CONC RVALR J EARTH MATERIAL C1 GRADE USE TYPICAB SECTION NO, 10 FOR: T POINT T ° -DRVI- STA 10 +35.00 i0 -DRVI- STA 11 -35.00 U EXISTING PAVEMENT X02 .o2 � � -DRVI- STA 11 +3500 TO -W- STA 24 +914 qJ V 6" 6" �qR, " -DRV2- STA 10 +29,37 TO -DRV2- STA.13 -8902 MluiNc i 11" -DRV2- STA. 14 +39.11 TO -DRV2- STA. 16 +00.00 10" PO W VAR, DEPTH PAVEMENT IwEDGwGI 11 y RUMBLE STRIPS GRADE TO THIS uNE TYPICAL SECTION NO, 10 4 -Y8A- 8i S' 22' S' USE TYPICAR SECTION N0.11 FOR: - Y8A - STA.10 -09 81 TO -Y8A - STA. 57 +81.93 NOTES: C1 GRADE 1� TRANSITION FROM TYPICAL NO. Il TO EXISTING POINT -Y8A- STA. 57 +8193 TO -Y8A- STA 58 +31.93 3.i o8 .02 02 08 2 USE 3:1 OR STEEPER FI« SLOPE IN WETLAND AREAS q'T -Y8A- STA. 10 +5000 (TTY TO -Y8A- STA .14 +00.00 (1 l �qR 3 Y8A- STA, 11 +00,00 ART) TO -Y8A- STA. 12 +50.00 [PT T 6" T iTO -Y8A- STA, 33 +0000 �1� TO -Y8A- STA. 35 +5000 �6TJ El 41 -Y8A- STA, 33 +5000 IRTJ TO -Y8A- STA 35 +50,00 ART -Y8A- STA. 40 +5000 1117 TO -Y8A- STA. *50,00 (111 GRADE TO THIS RINE -Y8A- STA. 40 +5000 �PTJ TO -Y8A- STA. 41 +50.00 �P7 d TYPICAL SECTION N0, 11 0 N N oD oa N 00 N3 10 ZD 70 �0 N 014 P T 0 N �E ,f 0 OE o�L N 3L ZD 70 T W U W U 11 GRADE TO THIS TINE GRADE TO THIS LINE TYPICAL SECTION NO. 12 4 -YIO- IT 6' 18' 12' 24' W. 34' TO 35.8' 24' 12' 15' WGR VAR.14.9' TO 15.8' VAR.19.1' TO 20' 15' WGR F Z N 10' 10' 0 P5 ! ! 6 6 PS w 4' 4' 4' 4' z 0 C2 FDP C2 GRADE fDPS TOPS GRADE C2 fDPS C2 I POINT Ji POINT 81 VC .04 .02s o2s o2 6:1 6:1 ,-02 _ _ .o2s _ _ _025 .D4 6.1 6:1 TO 6,1 — — — — 6" 3%" 6., 61. 13Y21 T P J2 11 Di JI T T W U GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION N0, 13 10' h' lft' 19' 1T 4h' T T 3D' VARIABLE SLOPE SEE X-SECTION8 VARIABLE $LOPE SEE X4ECTIONS TYPICAL SECTION NO. 14 PROTECT REPERENCE NO SHEET N0. R -2514D 2 -D ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DD NOT USE PQ CONSTRUCTION PAVEMENT SCHEDULE USE TYPICAL SECTION NO 11 TOR: Cl r TYPE S9 5B -Y10- STA, 15+76.00 TO -Y10- STA 16 +16.39 NOTE C2 3" TYPE S9,5B Il Mill EXISTING PAVEMENT AS DIRECTED BY ENGINEER C3 16" TYPE S9.SB 21 TRANSITION FROM TYPICAL NO. 12 TO TYPICAL NO. 13 -Y70- STA. i6 +1639 TO -YIO- STA. 17 +00.00 C4 VAR, DEPTH TYPE SUB Dl 2" TYPE 119.OB D2 3" TYPE 119 O D3 4' MI 119 O D4 VAR,D1q TYPE 119OBI El 4' MI 025.011 E2 4 /i" TYPE B25.0B E3 VAR, DEPTNTVPEBP5OB 11 B" ABC J2 VAR, DEPTH ABC P PRIME COAT R 2' F CONE CsG $ 4" CONC, SIDEWALK USE TYPICAL SECTION NO 13 fU J -Y10- STA. 17 +00.00 TO -Y10- STA. 18 +33.89 EARTH MATERIAL NOTE: U RIMING PAVEMENT 1) MILT EXISTING PAVEMENT AS DIRECTED BY ENGINEER MILLNG 21 TRANSITION FROM TYPICAL NO. 13 TO iYPICAI NO, 14 Y10 STA 18 33.89 TO -Y10- STA 23 +06.00 W VAR DEPTH PAVEMENT WIDGINGI y RAMBLE STRIPS USE TYPICAL SECTION NO 14 fU -Y10- STA, 23 +06,00 TO -Y10- STA, 24 -70.00 ` -Y10- STA. 24 +70.00 TO -Y10- STA. 26 +00.00 "4410- STA 26 +00.00 TO -YiO- STA. 27 +14.28 -I- BEGIN BRIDGE '440- STA 29 -44.42 -I- SEND BRIDGE] TO 40- STA 30 +001 NOTE I� USE 3:1 OR STEEPER FILL SLOPE IN WETLAND AREAS 40- STA. 29 +44.42 ALT TO -% STA.30 +00.00 �1T -YIO- 10' 6' 18' 1 12' 36' V VAR. 12' 2 24' 12' 15'WGR T TO 6.4' 1 15'W/GR Zo r 1P5 ! ! ! ! ! 1 1 1 1 1 1 P O u u 1 P5 Lu 02 4 4' V VAR. 4' 4 4' ZO C C2 f fDP5 C C2 G GRADE T TO 10' C C2 T TOPS C C2 I P POINT 8' VC J J2 A25 . D4 . .025 0 025 A .025 . .025 . .04 6:1 6 1 13V2' TYPICAL SECTION NO. 12 4 -YIO- IT 6' 18' 12' 24' W. 34' TO 35.8' 24' 12' 15' WGR VAR.14.9' TO 15.8' VAR.19.1' TO 20' 15' WGR F Z N 10' 10' 0 P5 ! ! 6 6 PS w 4' 4' 4' 4' z 0 C2 FDP C2 GRADE fDPS TOPS GRADE C2 fDPS C2 I POINT Ji POINT 81 VC .04 .02s o2s o2 6:1 6:1 ,-02 _ _ .o2s _ _ _025 .D4 6.1 6:1 TO 6,1 — — — — 6" 3%" 6., 61. 13Y21 T P J2 11 Di JI T T W U GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION N0, 13 10' h' lft' 19' 1T 4h' T T 3D' VARIABLE SLOPE SEE X-SECTION8 VARIABLE $LOPE SEE X4ECTIONS TYPICAL SECTION NO. 14 PROTECT REPERENCE NO SHEET N0. R -2514D 2 -D ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DD NOT USE PQ CONSTRUCTION PAVEMENT SCHEDULE USE TYPICAL SECTION NO 11 TOR: Cl r TYPE S9 5B -Y10- STA, 15+76.00 TO -Y10- STA 16 +16.39 NOTE C2 3" TYPE S9,5B Il Mill EXISTING PAVEMENT AS DIRECTED BY ENGINEER C3 16" TYPE S9.SB 21 TRANSITION FROM TYPICAL NO. 12 TO TYPICAL NO. 13 -Y70- STA. i6 +1639 TO -YIO- STA. 17 +00.00 C4 VAR, DEPTH TYPE SUB Dl 2" TYPE 119.OB D2 3" TYPE 119 O D3 4' MI 119 O D4 VAR,D1q TYPE 119OBI El 4' MI 025.011 E2 4 /i" TYPE B25.0B E3 VAR, DEPTNTVPEBP5OB 11 B" ABC J2 VAR, DEPTH ABC P PRIME COAT R 2' F CONE CsG $ 4" CONC, SIDEWALK USE TYPICAL SECTION NO 13 fU J -Y10- STA. 17 +00.00 TO -Y10- STA. 18 +33.89 EARTH MATERIAL NOTE: U RIMING PAVEMENT 1) MILT EXISTING PAVEMENT AS DIRECTED BY ENGINEER MILLNG 21 TRANSITION FROM TYPICAL NO. 13 TO iYPICAI NO, 14 Y10 STA 18 33.89 TO -Y10- STA 23 +06.00 W VAR DEPTH PAVEMENT WIDGINGI y RAMBLE STRIPS USE TYPICAL SECTION NO 14 fU -Y10- STA, 23 +06,00 TO -Y10- STA, 24 -70.00 ` -Y10- STA. 24 +70.00 TO -Y10- STA. 26 +00.00 "4410- STA 26 +00.00 TO -YiO- STA. 27 +14.28 -I- BEGIN BRIDGE '440- STA 29 -44.42 -I- SEND BRIDGE] TO 40- STA 30 +001 NOTE I� USE 3:1 OR STEEPER FILL SLOPE IN WETLAND AREAS 40- STA. 29 +44.42 ALT TO -% STA.30 +00.00 �1T USE TYPICAL SECTION NO 14 fU -Y10- STA, 23 +06,00 TO -Y10- STA, 24 -70.00 ` -Y10- STA. 24 +70.00 TO -Y10- STA. 26 +00.00 "4410- STA 26 +00.00 TO -YiO- STA. 27 +14.28 -I- BEGIN BRIDGE '440- STA 29 -44.42 -I- SEND BRIDGE] TO 40- STA 30 +001 NOTE I� USE 3:1 OR STEEPER FILL SLOPE IN WETLAND AREAS 40- STA. 29 +44.42 ALT TO -% STA.30 +00.00 �1T Z " L T Z a N �E ,f 0 OE 0 N 3L Z D� -L- DESIGN DATA ADT 2015 = 10,600 ADT 2035 = 15,700 D = 65% DHV = 7 TTST = 4% DUAL = 3% V = 70 mph FUNC. CLASS = FREEWAY MINIMUM VERTICAL CLEARANCE = 15' -6" -Y3- DESIGN DATA ADT 2015 = 2,500 ADT 2035 = 3,500 D = 55% DHV = 7% TTST = 2% DUAL = 3% V = 50 mph FUNC. CLASS = MAJOR COLLECTOR MINIMUM VERTICAL CLEARANCE -- 15' -6" @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT 0 SEE STD. 610.03 q 4- SUS 17� 49' -3" OUT iO OUT 494" OUT iO OUT 46' FACE OF RAII. iO FACE OF RAIL $ 'ACE OE RAII. iO `AE OE RAII. 6' 7 24' 4' 4' 24' 12' 6' AUK. X AUXIL I.N. GRADE 1'S 1'S GRADE POINT � RIP SIP � P 015 oi5 TYPICAL SECTION ON -I- SUS 17� STRUCTURE q -V3- ANC 58� PAVED BERM PAVED BERM TYPICAL SECTION ON -Y3- (NC 58� UNDER -L- SUS 17� NOTES; 1� PREASE REFER TO PLAN SHEET 6 FOR ROCATION OF CENTER TURN I.AE8 ACR PAINT STRIPED MEDIAN ISLANDS ON NC 58, 21 TRAFFIC IS TO 8E MAINTAINED ON EXISTING NC 58 DURING CONSTRUCTION. SEE PLAN SHEET 6 PROTECT REFERENCE NO SHEEi N0. R -25140 2-E ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RY PLANS -L- (US 11) BRIDGE OVER -Y3- (NC 58) DD NOTUSBPQ WNSTRUCfIQN SNOT TO SCALE q 4- SUS 17� 49' -3" OUT iO OUT 494" OUT iO OUT 46' FACE OF RAII. iO FACE OF RAIL $ 'ACE OE RAII. iO `AE OE RAII. 6' 7 24' 4' 4' 24' 12' 6' AUK. X AUXIL I.N. GRADE 1'S 1'S GRADE POINT � RIP SIP � P 015 oi5 TYPICAL SECTION ON -I- SUS 17� STRUCTURE q -V3- ANC 58� PAVED BERM PAVED BERM TYPICAL SECTION ON -Y3- (NC 58� UNDER -L- SUS 17� NOTES; 1� PREASE REFER TO PLAN SHEET 6 FOR ROCATION OF CENTER TURN I.AE8 ACR PAINT STRIPED MEDIAN ISLANDS ON NC 58, 21 TRAFFIC IS TO 8E MAINTAINED ON EXISTING NC 58 DURING CONSTRUCTION. SEE PLAN SHEET 6 -Y4- DESIGN DATA ADT 2015 = 500 ADT 2035 = 800 D = 55% DHV = 7% TTST = 1 DUAL = 2% V = 40 mph FUNC. CLASS = LOCAL MINIMUM VERTICAL CLEARANCE = 17' -0" -L- DESIGN DATA ADT 2015 = 10,600 ADT 2035 = 15,700 D = 65 DHV = 7% TTST = 4% DUAL = 3% V = 70 mph FUNC. CLASS = FREEWAY MINIMUM VERTICAL CLEARANCE -- 17'•0" @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT 0 SEE STD, 610.03 0 SEE STD. 862.01, SHT 1 OF 12 P T 0 0 N 0 0 N 0 N Z INCOMPLE E PLANS DO NOT USE FOR A ACQUISITION PRELIMIN RY PLANS 44- SR 1337 (GOSHN U BRIDGE OVER -L- SUS 11� DD NOT USE PO CONSTRUCfION SNOT TO SCAIE� 1' -3.5" 3 -BAR METAE RAZE 51DEWAIK -Y4- SR 1337 JGOSHEN RD, 45' -7' OUT TO OUT 43' <i OF RAIE TO FACE OF RAZE -b" 14' 14' 7' -d" GRADE POINT a 3-BAR META[ RAZE '4.5° 51DEWAV TYPICAL SECTION ON 44- SR 1337 �GOSHEN RD,) STRUCTURE NOTES: 1� PEEASE SEE IYPICAE SECTION NOS, 7 AND 8 fOR -Y4- ROADWAY APPROACHES TO PROPOSED BRIDGE. 2� SR 1337 �GOSHEN tD SHOUED REMAIN OPEN TO TRAffIC AS EONG AS POSSIBEE UNTIE THE TIE -INS ARE MADE. TEMPORARY ROAD CEOSURE5 USING OF511TE DETOURS CAN BE UTTERED TO COMPEETE THE GRADE CHANGE AND TIE -INS. TRAfl'IC MOVEMENTS WEST Of THE SITE CAN 8E DETOURED OF51TE USING SR 1337 �GOSHEN RD) TO SR 1338 �BEEE EOOP RD,� TO INC 58 AND US 17, TRAPfIC MOVEMENTS EAST Of THE SITE CAN BE DETOURED OEE5ITE USING SR 1337 IGOSHEN RD,POEEOCK ST,ITO US 17, TYPICAL SECTION ON -L- SUS 17� UNDER -Y4- SR 1337 (MHEN RD,l SEE PLAN SHEET 8 PROTECT REFERENCE NO SHEET N0. R -25140 2-F ROADWAY DESIGN I PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR A ACQUISITION PRELIMIN RY PLANS 44- SR 1337 (GOSHN U BRIDGE OVER -L- SUS 11� DD NOT USE PO CONSTRUCfION SNOT TO SCAIE� 1' -3.5" 3 -BAR METAE RAZE 51DEWAIK -Y4- SR 1337 JGOSHEN RD, 45' -7' OUT TO OUT 43' <i OF RAIE TO FACE OF RAZE -b" 14' 14' 7' -d" GRADE POINT a 3-BAR META[ RAZE '4.5° 51DEWAV TYPICAL SECTION ON 44- SR 1337 �GOSHEN RD,) STRUCTURE NOTES: 1� PEEASE SEE IYPICAE SECTION NOS, 7 AND 8 fOR -Y4- ROADWAY APPROACHES TO PROPOSED BRIDGE. 2� SR 1337 �GOSHEN tD SHOUED REMAIN OPEN TO TRAffIC AS EONG AS POSSIBEE UNTIE THE TIE -INS ARE MADE. TEMPORARY ROAD CEOSURE5 USING OF511TE DETOURS CAN BE UTTERED TO COMPEETE THE GRADE CHANGE AND TIE -INS. TRAfl'IC MOVEMENTS WEST Of THE SITE CAN 8E DETOURED OF51TE USING SR 1337 �GOSHEN RD) TO SR 1338 �BEEE EOOP RD,� TO INC 58 AND US 17, TRAPfIC MOVEMENTS EAST Of THE SITE CAN BE DETOURED OEE5ITE USING SR 1337 IGOSHEN RD,POEEOCK ST,ITO US 17, TYPICAL SECTION ON -L- SUS 17� UNDER -Y4- SR 1337 (MHEN RD,l SEE PLAN SHEET 8 0 PROTECT REFERENCE NO SHEET N0. R -25140 2-G N ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RD' PLANS -L- (US 11) BRIDGE OVER GOSHEN BRANCH DO NOT USE FO CONSTRUMON SNOT TO SCALE -L- DESIGN DATA —P- IUS 171 46 41'x" OUT TO OUT 414" OUT iO OUT ADT 2015 = 10,600 38' FACE Of MAR TO FACE OF RAIR 38' FACE Of RAID iO FACE OF RAID ACT 2035 = 151700 10' 24' 4' 4' 24' 10' D = 65% DHV = 7% TTST = 4% 1'3 GRADE ►� 1.5" 1.5" GRADE 1'S DUAL = 3% UP POINT UP SIP POINT lIP o1s L ozs o25 V = 70 mph FUNC, CLASS = FREEWAY TYPICAL SECTION ON —L— SUS 17� STRUCTURE N 0 T 0 01 a 0 N 0 oD oa N 00 N3 10 o SEE PLAN SHEET 9 �0 0ri 6 EROIECT REFERENCE NO SHEET N0. R -25140 2-11 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RD' PLANS -L- (US 17) BRIDGE OVER TRENT RIVER DO NOT USE FO CONSTRUMON SNOT TO SCALE 4- IUS 17I •L• DESIGN DATA ab' ADT 2015 = 10,600 41'x" OUT TO OUT 41'4" OUT i0 OUT ADT 2035 = 15,700 38' FACE OF V11. TO FACE OF U1. 38' FACE Of RAID TO FACE Of RAID D = 65% 10' 24' 4' 4' 24' 10' DHV = 7°0 TTST = 4 °0 DUAL = 3% 5° GM GMD� V = 70 mph RIP POINT UP UP POINT UP ors ozs ads o2s FUNC, CLASS = FREEWAY TYPICAL SECTION ON —L— (US 17� STRUCTURE T 0 NI a N N oD oa N 00 N3 I� o SEE PLAN SHEETS 10 & 11 on -L- DESIGN DATA ADT 2015 = 10,600 ADT 2035 = 15,700 D = 65% DHV = 7% TTST = 4% DUAL = 3% V = 70 mph FUNC. CLASS = FREEWAY MINIMUM VERTICAL CLEARANCE = 15' -6" -Y5- DESIGN DATA ADT 2015 = 600 ADT 2035 = 1,100 D = 55% DHV = 7 0 TTST = 1% DUAL = 2% V = 50 mph FUNC. CLASS = LOCAL MINIMUM VERTICAL CLEARANCE = 15' -6" @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT SEE STD. 610.03 Z P T a N �E ,f 0 OE N 3L Z D� PROTECT REFERENCE NO SHEEi N0. R -25140 2-1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RY PLANS -L- (US 11) BRIDGE OVER -Y5- SR 1121(OAK GROVE RD.) DD NOT USE PQ WNSTRUCfIQN SNOT TO SCALE 41'x" OUT TO our 38' FACE OF RAI1 TO FACE OF RAZE 10' 24' 4' 5° GRADE lip POINT tl UP 41'4" OUT iO OUT 38' FACE OF RAIE TO FACE OF RAIE 4' 24' 10' t 1.5" 1.5" GRADE UP POINT UP TYPICAL SECTION ON -L- (US 17� STRUCTURE q 45- SR 112110AK GROVE RD.1 SHOURDERS TYPICAL SECTION ON 45- SR 1121 (OAK GROVE RD.� UNDER -L- SUS 17) NOTES. 11 PEEASE REFER iO PLAN SHEET 13 FOR EOCATION OE PAVED SHOUEDERS AEONG SR 1121, 21 TRAFFIC IS iO H MAINTAINED ON EXISTING SR 1121 DURING CONSTRUCTION. SEE PLAN SHEET 13 1 Z L ri 0 N �E ,f 0 OE 0 0 N 3L Z D� -L- DESIGN DATA ADT 2015 = 10, 600 ADT 2035 = 15,700 D = 65% DHV = 7% TTST = 4% DUAL = 3% V = 70 mph FUNC. CLASS = FREEWAY MINIMUM VERTICAL CLEARANCE = 15'-6" -Y6- DESIGN DATA ADT 2015 = 2,100 ADT 21)35 = 4,000 D = 55% DHV = 7% TTST = 1% DUAL = 2% V = 50 mph FUNC. CLASS = MINOR COLLECTOR MINIMUM VERTICAL CLEARANCE = 15'.61' @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT SEE STD, 610.03 PROTECT REFERENCE NO SHEEi N0. R -25140 2-J ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RY PLANS DD NOT USE PO CONSTRUCfION -L- (US 11) BRIDGE OVER -Y6- SR 1002 TEN MILE UK RD.) SNOT TO SCALE s 41'x" OUT TO our 38' FACE OE RAIE TO FACE OE RAIEI 0' 24' 4' GRADE 1'S, UP POINT tl EIP 41'4" OUT iO OUT 38' 'ACE OF RAIL TO FACE OF RAIL 4' 24' 10' GRADE UP POINT UP TYPICAL SECTION ON -L- (US 17� STRUCTURE -Y6- SR 1002 �[N MILE'ORK RD.I SHOULDERS TYPICAL SECTION ON -Y6- SR 1002 TEN MILE FORK RD.j UNDER -L- SUS 171 " SEE NOTE Ill NOTES: 11 THE PROPOSED O'FSET, DENOTED ', ACCOUNTS FOR FUTURE 12' LANES ON SR 1002. 21 PLEASE REFER TO PIAN SHEET 20 FOR LOCATION OF PAVED SHOULDERS ALONG SR 1002. 3� TRA'F1C IS TO K MNTAINED ON EXISTING SR 1002 DURING CONSTRUCTION. SEE PLAN SHEET 20 1 Z P T a N �E ,f 0 OE 0 0 N 3L Z D� -L- DESIGN DATA ADT 2015 = 101600 ADT 21)35 = 15,700 D = 65% DHV = 7% TTST = 4% DUAL = 3% V = 70 mph FUNC. CLASS = FREEWAY MINIMUM VERTICAL CLEARANCE = 15'-6" -Y7- DESIGN DATA ADT 2015 = 200 ADT 2035 = 400 D = 55% DHV = 7% TTST = 1% DUAL = 2% V = 50 mph FUNC. CLASS = LOCAL MINIMUM VERTICAL CLEARANCE = 15' -6" @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT 0 SEE STD, 610.03 PROTECT REFERENCE NO SHEEi N0. R -25140 2-K ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RD' PLANS -L- (US 17) BRIDGE OVER 47- SR 1330 (SIMMONS LOOP M. DO NOT USE FO CONSTRUAN SNOT TO SCALE 41'x" OUT TO our 38' FACE OF RAIE i0 FACE OF RAIE 10' 24' 4' 5° GRADE 5, UP POINT tl UP 41'4" OUT iO OUT 38' 'ACE OE RAIL iO FACE OF RAIL 4' 24' 10' t 1.5" 1.5" GRADE UP POINT UP TYPICAL SECTION ON -L- (US 17� STRUCTURE C{ 47- SR 13301SIMMONS ROOP RD,� SHOUEDERS TYPICAL SECTION ON -Y7- SR 1330 ISIMMONS LOOP @., UNDER -L- (US 171 NOTES. 11 PEEASE REFER iO PLAN SHEET 23 'OR LOCATION OE PAVED SHOUEDERS AEONG SR 1330. 21 TRA" IC IS iO H MAINTAINED ON EXISTING SR 1330 DURING CONSTRUCTION, SEE PLAN SHEET 23 1 Z P T Z a N �E ,f 0 OE 0 N 3L Z D� 410- DESIGN DATA ADT 2015 = 4,800 ADT 2035 = 7,000 D = 55% DHV = 8% TTST = 2% DUAL = 3% V = 50 mph FUNC. CLASS = FREEWAY RAMPS ANON- INTERSTATE) MINIMUM VERTICAL CLEARANCE = 17'.0" -L- DESIGN DATA ADT 2015 = 10,600 ADT 2035 = 15,700 D = 65°0 DHV = 7% TTST = 4°0 DUAL = 3% V =10 mph FUNC. CLASS = FREEWAY MINIMUM VERTICAL CLEARANCE = 17'•0" @ SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT 0 SEE STD, 610.03 0 SEE STD. 862,01, SHT 1 OF 12 -Yla BRIDGE OVER -L -SUS 11� SNOT TO SCAIE� � -na 46' 21' -3" OUT i0 OUT I29' -3" OUT TO OUT 24' EO.R. TO P.O. 26' FOR i0 E.O.R. b' 14' 4' 4' 20' 2' 1.5" GRADE 15" 15" GRADE 1.5" LIP POINT LIP UP L4zst- NOTE UP 025 ois E.O.R. = LACE OP RAIL TYPICAL SECTION ON -Y10- STRUCTURES PROTECT REFERENCE NO SHEET N0. R -25140 2-L ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RD' PLANS DD NOT USE PQ CONSTRUCTION NOTES. 1� PLEASE SEE TYPICAL SECTION NO5.3, 4 AND 14 POR -Yla - Y10RPA- AND - Y101PA- ROADWAY APPROACHES TO PROPOSED BRIDGES. 2�TWHC IS 10 BE MAINTAINED ON EXISTING Yla CONNECTOR AS LONG AS POSSIBLE UNITL TIE -INS ARE MADE. TEMPORARY ROAD CLOSURES MAY BE NECESSARY TO COMPLETE THE GRADE CHANGES AND TIE -INS TO THE EXISTING NEW BERN BYPASS AND CONNECTOR ROAD TO EXISTING US 11, TYPICAL SECTION ON -L- SUS 171 UNDER -Y10- SEE PLAN SHEET 26 -L- DESIGN DATA ADT 2015 = 10,600 ADT 2035 = 15,700 D = 65% DHV = 7% TTST = 4% DUAL = 3% V = 70 mph FUNCT, CLASS = FREEWAY d P T 0 ri 0 N �E ,f 0 of 0 0 D� N 3L Z D� -L- SUS 11� BRIDGE OVER DEEP GULLY SNOT TO SCAIE� IUS nl 23' CROWN ST -- - - - - - - - _POINT _� - - - - - - - EKI— - - - --- -- 49' -3" OUT TO OUT 46' FACE Of RAID TO FACE 01 RAI[ g° 4' 24' 12' AUXIL K LY' CROWN POINT — — __- _ENIST._ - - -__ - --- - - - - - - - - - - - - TYPICAL SECTION ON -L- (US 17� STRUCTURE RETAIN EXISTING STRUCTURES WIDEN OUTSIDE EXISTING NORTHBOUND BRIDGE 4 -1- IUS ul CROWN ---- _ - - - -- POINT_ _^ - - - - - - - EMI -- - - - — - — - 43' -3" OUT TO OUT J- .5' 4' 32' 1' -7.5" 3.625' CROWN 2' POINT � UP - -- - - - - - ENIST. -- - - - - — EkIS PROTECT REFERENCE NO SHEET N0. R -25140 2-M ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY' PLANS DD NOT USE PQ CONSTRUCTION ® DENOTES PROPOSED CONSTRUCTION JOINT REMOVE EXISTING BRIDGE RWl CONSTRUCTION PHASING TEMPORARY ANCHORED PORTABLE BARRIER 1, MAINTAIN TRAffIC ON EXISTING NORTHBOUND STRUCTURE IN A TWO LANE - ONE WAY PATTERN 2. CONSTRUCT WIDENING Of NORTHBOUND STRUCTURE 3. REMOVE TEMPORARY CONCRETE BARRIER AND PLACE TRAffIC IN fINAI. PATTERN SEE PLAN SHEET 27 1 T 0 N 0 0 N Z •Y10RPA• DESIGN DATA ADT 2015 = 1,920 ADT 2035 = 2,760 DHV = 8% TTST = 2% DUAL = 3% V = 60 mph FUNCT, CLASS = FREEWAY RAMP %N•INTERSTATE) - Yl0VA- BRIDGE OVER DEEP GULLY SNOT TO SCAIE� 4 41HPA- 21'x" our TO OUT mmomflulim GRADE POINT 02 NOTE: F.H. = FACE OF RAID TYPICAL SECTION ON - YIORPA- STRUCTURE NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION IRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION SEE PLAN SHEET 27 PROTECT REFERENCE NO SHEET N0. R -25140 2-N ROADWAY DESIGN I PAVEMENT DESIGN ENGINEER ENGINEER NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION IRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION SEE PLAN SHEET 27 V) Z 0 N W K a s a a 0 In E I W W I V) w W In 0 0 O C MI i. C 1� F PROTECT REFERENCE NO I SHEET % SR " i " RW SHEET N0, ROADWAY DESIGN ENGINEER INCOMPLE DO NOT USE FOR PRELIMM DO NOT USE FO HYDRAUIICS ENGINEER E PLANS /W ACQUISITION RY PLANS CONSTRUCTION SE = 0 / RO =19 i -/ I- W W I W W 0 1 1 SEE SHEET 34 fOR -I- RRORE SEE S�EE� tiq Q, y0 �� /R wMR IRpr NORIO N I : ,,,. V, W W 41 PUL 0 0 0 i J w Z u Q / •iS• I� 9nAlA/r I i/ MID IS n u wr UP( ww I II II -r 1 1 11 I'1 1 1 %IS /�� ,. - � V{'� X1111111( /I /111111 / /I /h /Ir11rAr� , � , `� � �J . i� .rrl: som WIN PWE O / m REtrm 19 ra MEJ S 4pp1 SR npo 1' a�qp ■I \¢� C �I �► li l;; ;� �l�l !�. � . � a a .. n!s'�11G.�ti1�l,W,t•?��W� IA!iA�l�l�� rm� boo p0� SEE SHEET 30 STA' 3� V) z 0 N W K C a m s N a a Ti 0 d m 3 Opp 613,8 � 16- -L- -Y4- -DMI- PISfa 347 +201 Pis Sfo 354 +TTJO PISfa 32f1354 PIS10 &5561 A - 119259(LT) 9s - 0'2243 A - 272241#(LT) A - 740Z148'(RT) D = 0'5P'243 Ls - 20000 D = 549Xe D - 361(495 L = IJ82JP LT -- IJJJY L = 3847( L - 193b3' T = 69375' ST - 6W T =19484 T :1137( R - 6,66000' R - 98500 R =150,00' SE = N SE - 03 SE - NC RO - 200 RO - SEE PLANS Pk X3,65 �rn +85.00 -Y4- 90.00' RT.I END CA Hl' SKETCH SHOWING PkEYENT / BRIDGE RELATIONSHIP (NOT TO SCkE) MAR 55 SIDEWALK 4 METAL RAIL I � T r S 5' SIDEWALK TYPE III n TYPE III 5' $ID WALK Q � 11.00 -Y4- m �u 11o.00'IRT.� ul N' I I A E I wl Pk 1 I III I 5,00' iET,J \ -5000 125,00' IET�I (� 043.R. 11500 IRT.I 5' SIDEWALK PE III n -L- POT Sfo, 362+ 424= 4 III 5' SIDEWALK BEGIN APPROACH SLOB ,0 Lb END APPROACH SLAB -Y4- STA. PP+ U -Y4- POC Sfa, 28+ 76 I W BEGIN BRIDGE R �p �E�' END BRIDGE 222 - Y4- $TA,222 }22,22 �, � =11709'23108 LU AR W 5,5' SIDEWALK MI METAL RAIL W _c — aol �— C — C — C —� 0 \' G F R 0 -- =- 4 PS 0 a + a�7 M n 0 Q 0 m 0 m 0 0 0 � 4 PS 355 360 N o W1 49'D49E M 4' P$ Q ON o 0 0 4 0 0' PS ° G C — — _ � c -' I �- E f C ,, c c LU a Z R c w J L+1043-- 115oa r,�(1 +1871 eo4 I o 125.00' IRi l RICHARD H° PlKR, SR, ET UX U L 043 -l- M 00' IRT.I DB 169 K in $I6a0 TRM 41 00 00 I QQ I 01 01 I SKETCH SHOWING PkEYENT / BRIDGE RELATIONSHIP (NOT TO SCkE) MAR 55 SIDEWALK 4 METAL RAIL I � T r S 5' SIDEWALK TYPE III n TYPE III 5' $ID WALK Q � 11.00 -Y4- m �u 11o.00'IRT.� ul N' I I A E I e' Pk v I III I I \ II 5' SIDEWALK PE III n III 5' SIDEWALK BEGIN APPROACH SLOB ,0 Lb END APPROACH SLAB -Y4- STA. PP+ U Ay' N 44- STA. P? + . ?? BEGIN BRIDGE �p �E�' END BRIDGE 222 - Y4- $TA,222 }22,22 p -Y4- TA, },2,22 AR 5,5' SIDEWALK MI METAL RAIL __ NF FF. 1 00,0 o HIST Rw I BEG IA FENCE I,II�Ii 4/ � W / N, �r / p e Qo4 p MATCHI� NE u ,Y4, STA. 33 + 00,00 SEES MEET 32 ' II I �I I II II I I'� II II PROTECT REFERENCE NO SHEET % R -25140 8 RW SHEET NO, ROADWAY DESIGN HYDRAMU ENGINEER ENGINEER INCONIPLE E PLANS ACQUISITION DO NOT Ul FOR UW PRELIMIN RY PLANS DO NOT USE CONSTRUCTION p�yN SRS 2001 00 0 0 I � a NEI IF 1 , i 38PINC 75f82,31: i 8 -RI- PT Sfo,164303 -DNI- PC 90.1403 RICHARD H,PARXER,SR,ET UX pl 169 PG M iNRO TRACT SEE SHEET 36 FOR -L- PROFILE SEE SHEET 53 FOR -V4- PROFILE SEE SHEET 54 FOR -DRVI- PROFILE SEE SHEETS S-1 THRU S-P FOR STRUCTURE PLANS a1 4 al I t Q � 11.00 -Y4- m �u 11o.00'IRT.� ul N' I I A E I e' Pk v I III I I \ II MATCHI� NE u ,Y4, STA. 33 + 00,00 SEES MEET 32 ' II I �I I II II I I'� II II PROTECT REFERENCE NO SHEET % R -25140 8 RW SHEET NO, ROADWAY DESIGN HYDRAMU ENGINEER ENGINEER INCONIPLE E PLANS ACQUISITION DO NOT Ul FOR UW PRELIMIN RY PLANS DO NOT USE CONSTRUCTION p�yN SRS 2001 00 0 0 I � a NEI IF 1 , i 38PINC 75f82,31: i 8 -RI- PT Sfo,164303 -DNI- PC 90.1403 RICHARD H,PARXER,SR,ET UX pl 169 PG M iNRO TRACT SEE SHEET 36 FOR -L- PROFILE SEE SHEET 53 FOR -V4- PROFILE SEE SHEET 54 FOR -DRVI- PROFILE SEE SHEETS S-1 THRU S-P FOR STRUCTURE PLANS Vr Z 0 N N Id c a s N a 0 In z AUXIN LE90H POS1 MAR R o W OB UB PD 192 °o PIAi CA&A SLOE v N PNELDI R,dOR .11 AL " OB 294 PC 454 F RAi CAL SLOE IM U N N m 1S ,6 S 12% S'W bti'p0.5u 5 315,0 � S II °21'28' W 18,90' W LU W 'I^^ VJ W W ZV) 10'PS 0~ J 0, Io4 u0 0 Q+ ` So 10' PS M QI N J KNARO R,PARXER,SR,Ei UX I Oi P1129 iw6D iRAV L f \ 2GI /o 0 urtHUtCaO�k.. � C�'� 907 91 � I' k � RIM H Mg V. Ei UX D KS PG 229 1 R01RAC1 \ \1 11 11 11 II II I� I�I I I R I I I - 40 PING 84 +62.95 I R� I c 903 � R I ME �9■ I `► rTT ,,I _� \V,��in,�yST•� • N �,�I •,1 W i4, SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP (NOT iO SC4E) BE IN HID E END BRIDGE 222 }22,22 -5TA, 222 }22,22 BEGIN APPROACH SEAB END APPROACH M - E- 5TA.222 }22,22 0� TYPE P7 50:1 50;122T22 T T 50;1 TYPE X11 0} BEGIN APPROACH SLAB -�- STA, 222 }22,22 BEGIN BRIDGE -L- STA. 222 +22.22 I I I, I �I I TYPE X11 50:1 ' ' ' END APPROACH SAAB -L- STA. 222 -22,22 END BRIDGE -L- STA.,,, +.,.,, W I� I I / I 'BL' 41 PINC 88 +45,95 I -DRVI- PISIC 206575 1Sta 23 +6390 PISta 261972 PISta 28+4209 A = M109(i A - 214T010'fRTt A - TI?f2fRi o - 51MILT) D = T09431 D = 648'5311' D = 1158326 D = 544'26,4' L =135,48' =^ter L = 16293` M 5-77 T1 i T = 6TH' T =13056 T - 81,34' T - 4663' R = 800,00' R - 650,00' R - 290000' R = 85000' 50;1 TYPE X11 0} BEGIN APPROACH SLAB -�- STA, 222 }22,22 BEGIN BRIDGE -L- STA. 222 +22.22 I I I, I �I I TYPE X11 50:1 ' ' ' END APPROACH SAAB -L- STA. 222 -22,22 END BRIDGE -L- STA.,,, +.,.,, W I� I I / I 'BL' 41 PINC 88 +45,95 I SE - NC SE - NC END CONSTRUCTION -DM- FA. 24 +91A2 71 M-350 TYPE 4-350 , PROTECT REFERENCE NO I SHEET % P� RW SHEET N0, ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER Np�y SRS 1001 [NCONIPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE CONSTRUCTION RICHARD PARXER,Ei UX O OB 294 111 944 M r W W I W LU 0 0 12'6 0 n 0 N N � go 0'PS N /y2 PS N / 7— 771'T f — W / / Z 21f9606 � / J -DRVI- PT Sla.2V,8922 / RIENARO PARXER,Ei UX 08 M PG 544 I \ oy m gsdq W \ \ \ g'f45EUiNl f ist CEURY 08 29 Pt 52 \ PC 8 SIDE 280 \ 2 \ m� N I6 13q p . E H 4gg,6$, t \ S ngg,30' W \ 69,22 \ _ N ti h WERY d a 08 291119 s m N m 111$ AOE no N 12 °2596' E F 69.09' SEE $HEET 31 FOR -E- %1O SEE SHEET 53 FOR -DM- PROHLE SEE SHEETS S -1 THRU S-2 FOR STRUCTURE PLANS -DRVI- PISIC 206575 1Sta 23 +6390 PISta 261972 PISta 28+4209 A = M109(i A - 214T010'fRTt A - TI?f2fRi o - 51MILT) D = T09431 D = 648'5311' D = 1158326 D = 544'26,4' L =135,48' L = 268.49' L = 16293` L = 936 T = 6TH' T =13056 T - 81,34' T - 4663' R = 800,00' R - 650,00' R - 290000' R = 85000' SE - NC SE - NC END CONSTRUCTION -DM- FA. 24 +91A2 71 M-350 TYPE 4-350 , PROTECT REFERENCE NO I SHEET % P� RW SHEET N0, ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER Np�y SRS 1001 [NCONIPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE CONSTRUCTION RICHARD PARXER,Ei UX O OB 294 111 944 M r W W I W LU 0 0 12'6 0 n 0 N N � go 0'PS N /y2 PS N / 7— 771'T f — W / / Z 21f9606 � / J -DRVI- PT Sla.2V,8922 / RIENARO PARXER,Ei UX 08 M PG 544 I \ oy m gsdq W \ \ \ g'f45EUiNl f ist CEURY 08 29 Pt 52 \ PC 8 SIDE 280 \ 2 \ m� N I6 13q p . E H 4gg,6$, t \ S ngg,30' W \ 69,22 \ _ N ti h WERY d a 08 291119 s m N m 111$ AOE no N 12 °2596' E F 69.09' SEE $HEET 31 FOR -E- %1O SEE SHEET 53 FOR -DM- PROHLE SEE SHEETS S -1 THRU S-2 FOR STRUCTURE PLANS V) z 0 N W K c s N a 0 In 0 W W I V) W W N 0 0 0 O }I I M� W�l I N J W Z J I U SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP (NOT TO DtE) 16 PG 3 N W W I V) W W N 0 0 0 O }I I 0 LQ ffI^^ VI J W Z J I U SEE SHEET 38 FOR -[- PROFILE SEE SHEETS S-1 THRU 54 FOR STRUCTURE PLANS PROTECT REFERENCE NO SHEET % V B��S \ s R-2514D II RW SHEE N0, ROADWAY ENGINDRSIGN HMINHRS o [NCON R PLANS \ FOR DO NOT USE l FOR /W ACQUISITION PRRLIM �N RY PLANS S C. L CIE, SIR, EERS 10P6m is6P6M I SM "21 SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP (NOT TO DtE) 16 PG 3 N W W I V) W W N 0 0 0 O }I I 0 LQ ffI^^ VI J W Z J I U SEE SHEET 38 FOR -[- PROFILE SEE SHEETS S-1 THRU 54 FOR STRUCTURE PLANS SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP (NOT i0 SCAEI BE IN BID E END BRIDGE -L- STA. 222 }22,22 _E_ STA, P2 ,P,4 BEGIN APPROACH SERB T END APPROACH SLAB -E- STA. ?P+N,22 y 4- STA, 222 +R2, o 50,1 TYPE B -11 1 TYPE B-11 50:1 12' PS 1�14 4 07 N o N PS �o TYPE 8-11 � -L- TYPE B -1 M 8-11 4' S N 0 12' PS N y O N 12' PS 50:1 o TYPE 811 BEGIN APPR LLAI r H SERB -L- STA, 222 .4 EBRIDG[ EN-E- STA. 222 +R2, -E- . , N r W W I N W W 0 H N Q J W Z J I U Q 1 a c� s N d T a Ti 0 d m VELIAA CI �39gpS`F n z o° ti t LEROY YI04. OB 1119 811 m zs °911, 69,18,9 f `6 911 ?zrp89`F 2 j w� d v° F CR IMTON R.RARPERIT Al N -Jo- rVl J10.10TIJj 0 ti mm 0 til � ° �p 2001 4g6 Sg D CELIA 1.HA000CB,ESIATE ES1AiE flE 99•E•9 92p,pp, W WHILE l6 STATEN \ N 091 PC 990 \ PROTECT REFERENCE NO I SHEET % RW SHEET NO, ROADWAY DESIGN HYDRAMU ENGINEER I ENGINEER INCONIPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE f CONSTRUCTION r W W I N W W N 0 0 0 0 M Q J W Z J I U SEE SHEET 39 POR -L- PROBE SEE SHEET 55 POR 45- PROPILE SEE SHEETS 5-1 THRU 54 0 STRUCTURE PLANS V) z 0 N W K a d s N a T a 0 In I W W I N W W N 0 0 0 0 }I IIn �MM! 1�1 LQ fI^ VI J W Z J I U i� M�Ob h� 12 I IR R x R' I & I � I � � N , SRS 20a r ; R / BELLA BALL.11 AL BB6K50 YB1 Kv / FI RROIECT REFERENCE NO I SHEET N0. RW SHEET N0, ROADWAY DESIGN HYDRAUEI(S ENGINEER ENGINEER NC�N�PLE E PLANS UO NOT USE FUR /W ACQUISITIUN 'REL�h� �N RY�PLo NS r I— W W I W W 0 0 I }� nI !1� Y I SEE SHEET 39 V -I- -L- PIS SIo 44J+76IJ PI Sto 455 +94 9s - O'2NS 0 -1 62910TI Ls -200 ' D -0'S YS LT - IJJJY L - 22012 ST -99 T =IJIX R 6560.00' SE - N RO -- 200' I IR R x R' I & I � I � � N , SRS 20a r ; R / BELLA BALL.11 AL BB6K50 YB1 Kv / FI RROIECT REFERENCE NO I SHEET N0. RW SHEET N0, ROADWAY DESIGN HYDRAUEI(S ENGINEER ENGINEER NC�N�PLE E PLANS UO NOT USE FUR /W ACQUISITIUN 'REL�h� �N RY�PLo NS r I— W W I W W 0 0 I }� nI !1� Y I SEE SHEET 39 V -I- V) Z 0 N W K c a s N a 0 In PROTECT REFERENCE NO SHEET % R -25140 15 \\ I RW SHEET NO, ROADWAY DESIGN HYDRAMU ENGINEER ENGINEER E \ \\ RRR�TAHILL KIRS or I SRS \E a Slot n5 INCOMPLE E PLANS + ACQUISITION PRELIMM RY PLANS ,�150 DO NOT USE FO CONSTRUCTION \ IW'Vk POWRIINE E UBT \\ 0T A. NIL KFS \\ \ \ Do 6po 45 PA T 1/101115 9 \ \ N 1631'10 W \E N EO'lO'21'E •BL• 57 PINC 172 +03.82 \ 399,1 \n I \ BM °23 I STA 166 +61,SS \\ \\ 6065 IT r �a°oo D,3411' CLAUOIA wNa00000,Ei Al tim TERRY LLOUI ON OB 20T PC 5T8 Y I• OR 23 PO is I Pc Tag 115 ° W 115 Tall K W \ I� I R c w W •B 56 PINC 161 +61,59 F _ _ f _ F _ — — — — — — — — F — — — F _f _ F F W — — 7- - -`— F W y pm 0 Z ° 0 0 mm O 10' PS 10' PS 0 0 O o ' £ 455 a a z ~ N 4566 N ~ 0 4 15a 460 'I' 00 sm 4' PS 4'P5 00 oa Q 00 N ~ 1016 f f f � 'PS f — f — -- - - - - - - — f F— F f 7_7— J z R I 102 W Z J I u Q ,3 P� m,n Nm L / 5 li °22'SO� — N li °22'SO'E / rCEMETENY APPROXIMATE EOCAT1oN I •�• PI S►o 455 +54,40 A =19"13 VIRT1 0 = O'2243 I - 242 T:1J110' MARY W. BROWN R - 6°`J60I° OR IN PO 09 SE - Y RO - 200' LKY ILI OR 16 PO 9% 0`W myAm P W Z J r u SEE SHEET FOR 40 -1- V) z 0 N W K c a s N a 0 In N r W W I N W W V, RROIECT REFERENCE NO I SHEET % FWJ PEANIPI N ROUSE RESTORVI N A ON CARQNA NON- PROPII CORPORAIIM MVPG113 FIAT CANT A SLOE % -L- RW SHEET N0, PISfa 45549A0 Pis Sfo 461}1118 ROADWAY DESIGN HYDRAMU �oOl ENGINEER ENGINEER SAS 1� INCOMPLE DO NOT USU FOR ST - 9P E PLANS /W ACQUISITION �1 PRELIMIN RY PLANS RO.2T DO NOT USE CONSTRUCTION FWJ PEANIPI N ROUSE RESTORVI N A ON CARQNA NON- PROPII CORPORAIIM MVPG113 FIAT CANT A SLOE % -L- PISfa 45549A0 Pis Sfo 461}1118 L = 1513'294' C 8s - 62243 0.02243" Ls - 20 L = 24112' LT =1333Y T - I)Ii,00' ST - 9P R - 6x60+00' SE - M RO.2T I` LI" r W W I V) W W 0 0 0 0 0 I LQ V) J W Z J I U SEE SHEET 40 FOR -I- PROFlIE V) z 0 N W K c a N s N a a 0 d m W W I N W W 0 0 0 0 O }I ,I^ W r N Q V) J W Z J I U Q PROTECT REFERENCE NO SHEET % R -25140 20 RW SHEET NO, 12' PS ROADWAY DESIGN M N HYDRAMU ENGINEER 8:1 iVPE M350 TYPE B -11 ENGINEER eti�w titia' -O- o INCONIPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DO NOT USE CONSTRUCTION 50;1 BEGIN _I_ STA. SKETCH SHOWING PAVEMENT / BRIDGE RELATIONSHIP (NOT TO ZkE) BE N BR D E _I_ STA. 222 }22,22 APPROACH SERB 222 } 22, 22 ,ys� 50,1 TYPE B -11 TYPE 6-11 END BRIDGE �- STA. 222 -22,22 END APPROACH SLAB _I_ STA, 222 } 22,22 50,1 12' PS 12' PS N o M N o N 0 4' PS 8:1 iVPE M350 TYPE B -11 TYPE B 1 M M350 415 eti�w titia' -O- o ILU ?5 PS TYM50 YP B -11 M M350 � iYPE B 11 8 1 4 S 12' P N � o N 2�' 1 PS 501 VB -11 o : 50;1 BEGIN APPROACH SLAB PPROACH STAB LI1 -L- N. 222 } 22,22 . BEGIN BRIDGE -�- STA. ??? +R?, -I- STA. ? ?2 - ? ?, ?2 r N W W I N W W 0 0 0 0 01} I 0 M N Q J W _Z J I U / SEE SHEET 42 FOR -P- PR HU SEE SHEET 55 POR -Y6- KFU SEE SHEETS S-1 THRU S-? POR STRUCTURE PANS • ro 204rB�6'F oo, C.ROBERi BROIYN,Ei U% \ No UK K T SLOE 251 P6 55 a eti�w titia' r N W W I N W W 0 0 0 0 01} I 0 M N Q J W _Z J I U / SEE SHEET 42 FOR -P- PR HU SEE SHEET 55 POR -Y6- KFU SEE SHEETS S-1 THRU S-? 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