OAI€ orrE OIIE OAIE SrttE FEAO M SEI IOTA Evrsto Fllfo itus[0 Flra0 E STCEIS 6 ARl(.
J6 r(L 0205E7 1 55 COUNTY OESH COUNIY ARKANSAS DEPARTMENT OF TRANSPORTATION LINCOLN J ABTES CREEK STR- & APPRS. (S' CONSTRUCTION PLANS FOR STATE HIGHWAY @ D
z of ABTES CREEK STR. & APPRS" (S) @ ot o I o DREW COUNTY N L ROUTE I38 SECTION 5 w i I z ___I_ PROJECT l @ o o 0205E7 LOCAT I ON T JoB { Locey o !JE FED AID PROJ NHPP_OC2?(31 )
ARK. HWY. DIST. NO. 2 ASHLEY
NOT TO SCALE VICINITY MAP DESIGN TRAFFIC DATA R5W DESIGN YEAR------2O3A R4W 2OI8 ADT 800 t' ADT OOO 6 t' 2038 I, BRIDGE DATA 2038 DHV I to STA. 2r7+96.50 DIRECT I ONAL DI STRIBUT I ON- - -O. 60 o BRIDGE N0.07426 T 170'-0" coNTrNuous couPostTE INTEGRAL TRUCKS______42 W-BEAM UN|T (40',-45',-,15',-40',r lt DESIGN SPEED 55 MPH 30,-0" CLEAR ROADIIAY I7I'-0" BRIDGE LENGTH I sTA. 219+67.50 S
T N il
S STA. 21 1 * 50. OO J LOG MILE I5.8I STA. 229* 50. OO END JOB O2O5A7 !l
APPROVED ao T 6|o (\ (\t t2 T o S fl, t2 R5W R4W S oz q GROSS LENGTH OF PROJECT r800.00 FEET OR 0.34I MILES DEPUTY DIRECTOR BEGINNING OF PROJECT MID POINT OF PROJECT END OF PROJECT " ROADWAY r629.00 @ NET " 0.309 AND CHIEF ENGINEER (! " BRIDGES 17t.00 o LATITUDE = N 33'44'04- LATTTUDE = N 33'41'12" LATITUoE = N 33'44'19" NET " 0.032 N NET " " PROJECT r800.00 0.341 o LONGITUDE = lY 9l'35'15" LONGITUOE = u 9l'33'40" LONGITUDE = lI 9l'31'33" e. IOTI OAIE OIIE OAIE I'AIE strtE a:o&m ET nEv!*, FAIEO iEYTSED faE0 rc. 9€EIS 6 AR(. J6 ](L 020587 2 55 lM)Ex 0F SItrETS AllD SIINDIR0 DRAffi{GS INDEX OF SHEETS
SHEET NO. TITLE BRIDGE NO. DRWG.NO.
1 SHEET 2 OF SHEETS AND STANDARD DRAWNGS 3 _GOVERNTNG SPECTFCAnONS AND GENERAL NOTES 4-5 -TITLE SECTTONS OF TMPROVEMENT -INDEX_TYPTCAL 6-13 _SPECTAL DETATLS l0) I 14-17 _ TEMPORARY EROSTON CONTROL D ETATLS 18-21 _MATNTENANCE OF TRAFFTC DETATLS 22 PERMANENT PAVEMENT MARKING DETAILS 23-27 28 _SoHEDULE OF BRTDGE 07426-60283 29 -euRltmres QUANTMES AND REVISIONS 30-31 _ SURVEY CONTROL D ETAILS 32-33 PLAN AND PROFILE SHEETS 34-35 -SUMMARYOFPLANAND PROFILE SHEETS 36 -_ LAYOUT OF BRTDGE HTGHWAY 138 OVER ABLES CREEK (SHEET 1 OF 2 07426-60284 37 _ LAYOUT OF BRTDGE HTGHWAY 'r 38 OVER ABLES CREEK (SHEET 2 OF 2 07426-60285 38 -DETOURNtrTAI S NF trND RtrNTq 07426-60286 39 OF INTERMEDIATE BENTS 07426-60287 40 _DETATLS OF ELASTOMER|C BEARINGS 0T426_60288 41 -DETAILS 42 _ DETATLS OF 170',-0" CONnNUOUS TNTEGRAL W-BEAM UNn (SHEET 2 OF 6 07426-60290 43 DETATLS OF 170',-0" CONnNUOUS TNTEGRAL W-BEAM UNII (SHEET 3 OF 6 07426-60291 _-DETAlLsoF170,-0"coNTlNUoUSlNTEGRALW.BEAMUNrr(SHEET1oF6)o7426-6o289 44 _ DETATLS OF 170',-0" CONTINUOUS TNTEGRAL W-BEAM UNlr (SHEET 4 OF 6 07426-60292 45 _DETA|LS OF 170'-0',CONINUOUS TNTEGRAL W-BEAM UNIT(SHEET5 OF 6 07426-60293 46 _DETA|LS OF 170',-0', CONnNUOUS TNTEGRAL W-BEAM UNIT (SHEET 6 OF 6 07426-60294 47-55 CROSS SECTIONS
ROADWAY STANDARD DRAW INGS
DRWG.NO. TITLE OATE CDP-1- CONCRETE DII-CH PAVING 12{8-16 GR{- GUARD RAIL D 1 1-16-17 GR.8A-GUARD RAIL D 11-16-17 GR-g- GUARD RAIL D 04-17{8 GR-gA- GUARD RAIL D 04-17-O8 GR-10-GUARD RAIL 1'.t-16-17 GR.11- GUARD RAIL 1 1-16-17 BRIDGE STANDARD DRAWINGS GR-12- GUARD RAIL DETA ils 1 1-16-17 PBC-I_ PRECASTCONCRETE BOX CULVERTS 01-28-1s DRWG.NO. TITLE DATE Pcc-1-coNcRETEPlPEcULVERTFlLLHElGHTS&BEDDlNGo2-27.14 55000-STANDARDDETAlLSFoREMBANKMENTcoNSTRUcTloNANDBAcKFlLLATBRlDGEENDS-o2.27-14 PcM-1-METALPlPEcULVERTFlLLHElGHTS&BEDDlNGo2-27-14 55001- STANDARD DETAILS FOR DUMPED RIPRAP AND FI-TER BLANKETAND COMPUTING EXCAVATION FOR STRUCTURES- 02.27-14 PM-1-PAVEMENTMARKING DETALS 06-01-17 55005- STANDARO DETAILS FOR PERMANENT STEEL BRIDGE DECK FORMS FOR STEEL & CONCRETE GIRDER SPANS 03.24.16 PU.1- DETAILS OF PIPE UNDERDRAIN 12{8-16 55oo6-STANDARDGENERALNoTESFoRSTEELBRlDGESTRUcruRES-o942-15 RCB-1-RElNFoRcEDcoNcRETEBoxcULVERTDETAlLSo7-26-12 55007-STANDARDDETAlLSFoRSTEELBRlDGESTRUcTUREso2-11-16 RCB.2- EXCAVATION PAY LIMITS, BACKFILL, & SOLID SODDING FOR BOX CULVERTS 11.20{3 5501 O- STANDARD DETAILS FOR TYPE D BRIDGE NAME PLA 01-17-17 SE.2-TABLEsANDMETHoDoFSUPERELEVATloNFoRTWGWAYTRAFFlc10-18-96 55021-STANDARDDETAILsFoRcoNcRETEFlLLEDs.IEELsHELLPlLESANDPlLEENcASEMEt.lTS-03-24.16 Tc.1-sTANDARDTRAFFccoNTRoLSFoRHlGl{WAYcoNSTRUcTloNo4.13-17 55O3OA- STANDARD DETAILS FOR TYPE A APPROACH 09-02-1 5 Tc-2-sTANDARDTRAFFlccoNTRoLSFoRHlGHWAYcoNsTRUcTloN0942-15 55O4OA- STANDARD DETAILS FOR T\?E A APPROACH 02-27-14 Tc-3-STANDARDTRAFFlccoNTRoLSFoRHlGHWAYcoNSTRUcTloN09-o2-15 ao o TC4-sTANDARDTRAFFccoNTRoLSFoRHlGHwAYcoNSTRUcTloN.TEMPoRARYPRECASTBARRlER-02.27.14 (\t TC-s- STANDARD TRAFFC CONTROLS FOR HIGHWAYCONSTRUCTION-TEMPORARYPRECAST BARRIER 10.15.09 (\ TEc.1-TEMPoRARYERosloNcoNTRoLDEVlcES-11.16.17 (\ TEc-2-TEMPoRARYERoSloNcoNTRoLDEVlcESo642.94 o TEc-3-TEMPoRARYERoSloNcoNTRoLDEVlcES11-03-94
(,z c @ (lo o(\t G INDEX OF SHEE T S AND S T ANDARD DRAWINGS DAlE OTIE 0lIE DAIE sr^r€ a:oro s€t nEV6€D Ffta0 ffvrsf0 fltfo M. 6 ARl(. J6 r{O 020587 3 55
G OVE R NIN G S P E C IF ICAT IO N S
ARKANSAS STATE HIGHWAYCOMMISSION STANDARD SPECIFCATIONS FOR HIGHWAY CONSTRUCNON, EDITION OF 2014, AND THE FOLLOWNG SPECIAL PROVISIONS AND SUPPLEMENTAL SPECIFICATIONS: Ir NUMBER TITLE
ERRATA- ERMTA FOR THE BOOK OF STANDARD SPECIFICATIONS FHWA-1 273- REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTMCTS FHWA.,I273- SUPPLEMENT - EQUAL EMPLOYIV1ENT OPPORTUNIY. NOTICE TO CONTMCTORS FHWA-1273- SUPPLEMENT- SPECTFIC EQUAL EMPLOnTENT OppORTUNn'yRESPONStBLmES (23 U.S.C. 140) GENERAL NOTES FHWA-1273- SUPPLEMENT- EQUAL EMPLOYI\4ENT OPPORTUNITY- GOALS AND TIMETABLES FHWA-1 273- SUPPLEMENT - EQUAL EMPLOYIUENT OPPORTUNTTY- FEDERAL STANDARDS 1. GRADE LINE DENOTES FINISHED GRADE WHERE SHOWN ON PLANS. FHWA.1273_ SUPPLEMENT - POSTERS AND NOTICES REQUIRED FOR FEDEML-AID PROJECTS FHWA-1 273- SUPPLEMENT - WAGE RATE DETERMINATION 2. ALL PIPE LINES, POWER, TELEPHONE, AND TELEGMPH LINES TO BE MOVED OR LOWERED BYTHE RESPECTIVE 1 OO-3- CONTRACTOR'S LICENSE O\A/NERS AS PERAGREEMENTWITH SUCH O\^/NERS. 100.4- DEPARTMENT NAME CHANGE 102-2 ISSUANCE OF PROPOSALS 3. ANY EQUIPMENT OR APPURTENANCE THAT INTERFERES WTH THE PROPOSED CONSTRUCTION AND WHICH .1 O8-1- LIQUIDATED DAMAGES MAYBE THE PROPERryOF UTILITYSERVICE ORGANZATIONS SHALL BE MOVED BYTHE O\^/I{ERS UNLESS 108-2 WORK ALLOWED PRIOR TO ISSUANCE OF WORK ORDER OTHERWSE PROVIDED. 1 1 O-,I PROTECTION OF WATE R QUALTTY AND WETLANDS 303.1- AGGREGATE BASE COURSE 4. ALL LAND MONUMENTS LOCATED WTHIN THE CONSTRUCTION AREA SHALL BE PROTECTED IN ACCORDANCE 400-1_TACK COATS WTH SECTION 107.12 OF THE STANDARD SPECIFICATIONS. 4OO-4-- DESIGN AND QUALMY CONTROL OF ASPHALT MXTURES 400-s_ PERCENTAtRVO|DS FORACHM MX DESTGNS 5. ALL TREES THAT DO NOT DIRECTLY INTERFERE W'I}I THE PROPOSED CONSTRUCTION SHALL BE SPARED AS 400-6_ LtQUtD ANTt-STRtp ADDITTVE DIRECTED BYTHE ENGINEER. CARE AND DISCRETION SHALL BE USED TO INSURE THATALL TREES NOTTO BE 41 O-1 CONSTRUCTION REQUIREMENTS AND ACCEPTANCE OF ASPHALT CONCRETE PLANT MX COURSES REMOVED SHALL BE HARMED AS LITTLE AS POSSIBLE DURING THE CONSTRUCTION OPEMTIONS. 410-2 DEVICES FOR MEASURING DENSITYFOR ROLLING PATTERNS 600-2 INCIDENTAL CONSTRUCTION 6. ALL FLEXIBLE BASE AND ASPHALTIC PAVEMENTS REMOVED SHALL BE PAID FOR UNDER THE 604.1-- RETROREFLECTIVE SHEET]NG FORTRAFFIC CONTROL DEVICES IN CONSTRUCTION ZONES ITEM NO. 21 O. UNCLASSIFIED EXCAVATION. 605-1- CONCRETE DTTCH PAVING 6.17-1- GUARDRAIL TERMINAL (TYPE 2) THE EXISTING ASPHALT PAVEMENT TO BE REMOVED FROM THE REMAINING PAVEMENT SHALL BE SEPAMTED BY 620-1- MULCH COVER SAWNG ALONG A NEAT LINE. AFTER SAWNG, THE PAVEMENT TO BE REMOVED SHALL BE CAREFULLY REMOVED IN 621-1-F ILTER SOCKS A MANNER THAT WLL NOT DAMAGE THE PAVEMENT THAT IS TO REMAIN. ANY DAMAGE OF THE ASPHALT PAVEMENT STRUCTURES 800-1_ THAT IS TO REMAIN IN PLACE SHALL BE REPAIRED AT THE CONTMCTOR'S EXPENSE, 802.3- CONCREIE FOR STRUCTURES 808-,I- INSTALLATION OF ELASTOMERC BEARINGS JOB 020587_ BIDDING REQUIREMENTS AND CONDMONS JOB 020587- BROADBAND INTERNET SERVICE FOR ASPHALT CONCRETE PLANT JOB 020587- BROADBAND INTERNET SERVICE FOR FIELD OFFICE JOB 020587- CARGO PREFERENCE ACT REQUIREMENTS JOB 020587- CLASS C FLYASH lN PORLANTCEMENTCONCRETE PAVEMENTAND CLASS S(AE) CONCRETE JOB 020587- CONSTRUCTION IN SPECIAL FLOOD HAZARD AREAS JOB 020587- DIRECTTENSION INDICATORS FOR HGH STRENGTH BOLTASSEMBLIES JOB 020587- DISADVANTAGED BUSINESS ENTERPRISE BIDDER'S RESPONSIBILITIES JOB 020587- FLEXIBLE BEGINNING OF WORK JOB 020587- GOALS FOR DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION JOB 020587- MANDATORY ELECTRONIC CON]RACT JOB 020587- MANDATORY ELECTRONIC DOCUMENT SUBMtrIAL JOB 020587_ NESTING STES OF MIGMTORYBIRDS JOB 020587- PARTNERING REQUIREMENTS JOB 020587_ PRICE ADJUSTMENT FOR ASPHALT BINDER JOB 020587- SECTION 404 NATIONWDE 23 PERMT REQUIREMENTS JOB 020587- SETTLEME NT AGREEMENTS JOB 020587_ SEQUENCE OF CONSTRUCTION JOB 020587_ SHORING FOR CULVERTS @ JOB 020587_ SO|L STABTLZATTON (\to JOB 020587- STORM WATER POLLUTION PREVENIION PLAN o JOB 020587- SUBMISSION OF ASPHALT CONCRETE HOT MX ACCEPTANCE TEST RESULTS (\ JOB 020587- UTILITY ADJUSTMENTS JOB 020587_ VALUE ENGINEERING JOB 020587- VEGETATED BUFFER ZONE JOB 020587- WARM MIX ASPHALT
z q(, oF ora) o(\I e, GOVERNING SPECIFICATIONS & GENERAL NOTES O'IE DTlE DATE OATE srlrE FEOO M *Et tolI EYrs€O FITCO Ff,USEO rtrfo ffirs 5 ARl(. J(E flO 020587 4 55 IYPICAL SECIIO{S OF IIf,ROVEUET{I
e.
I
/o
20'-o" JJO LtsS./SO. YD. AND TACK COAT 20'-o" o'!oIi n!o' 4',-3" SHLDR.I fl'-o" I aNF II'-0" LANE 4'-3"
4.J 22.-0" AGGREGATE BASE COURSE 1+ AGGREGA TE (CLASS 7) - 6" COMP'D DEPTH AGGREGA' (cL ASS 7) - DEPTH (85.50 TONS PER STA.I (CLASS 7) - (46.25 TONS PER STA.} (46.25 TONS PER STA.'
HWY. I38 FULL DEPTH sTA.2t4+15.42 TO STA. 217+56.50 sTA.219+97.50 T0 STA. 227+t4.5O
NOTES:
REFER TO CROSS SECTIONS FOR OEVIATION FROM THE NORMAL SLOPES. NO CHANGES SHALL 8E MADE FROM THE PLANNED SLOPES WITHOUT THE APPROVAL OF THE ENGINEER.
THE THICKNESS OF AGGREGATE BASE COURSE SHALL BE IYITHIN PLUS OR MINUS ONE INCH OF THE PLAN THICKNESS SHOVYN. THE CONTRACTOR TIILL CORRECT ANY DEFICIENT THICKNESS THAT DOES NOT MEET TOLERANCE INDICATED. PAYMENT WILL NOT BE MAOE FOR MATERIAL PLACED IN EXCESS OF THE TOLERANCE INDICATED. e. ASPHALT FOR LEVELING OF EXISTING PAVEMENT SHALL BE PLACEO I ONLY IF AND WHERE DIRECTED BY THE ENGINEER. CALCULATIONS .T0 BE USED lF AND WHERE FOR THE AMOUNT OF LEVELING AND/OR LEVELING OPERATIONS DIRECTEO BY THE ENGINEER SHALL 8E PERFORMED BEFORE CONSTRUCTING NOTCH AND ITIDENING.
THE FINAL 2" OF SURFACE COURSE IS TO BE PLACED 26'-0" ACHM SURFACE COURSE (%") AFTER ALL OTHER COURSES HAVE EEEN LAID. 220 LONGITUDINAL JOINTS SHALL BE AT LANE LINES.
IYITH APPROVAL OF THE ENGINEER. THE CONTRACTOR WILL BE ALLOVIED TO SUBSTITUTE. AT NO ADDITIONAL COST TO THE OEPARTUENT. THE FIRST LIFT OF ACHM SURFACE COURSE ('2"I IN LIEU OF AGGREGATE BASE COURSE ON THE SHOULOERS.
FOR LEVELING.
4', 4'.-3" il' II'-0" LANE 4'-3"
4il |" j.] AGGREGA TE COURSE AGGREGA (cL ASS 7) - DEPTH I zo'ExrsnNc LANEs I (CLASS 7' - (39.25 ToNS (39.25 ao A.) TONS PER STA.) o (\ I'-O'AGCREGATE COURSE I'-0" AGGREGATE BASE COURSE (\t (CLASS 7r - 6" COMP,O DEPTH (CLASS 7) - 6" COMP'D DEPTH (4.00 ToNS PER STA.) (4.00 TONS PER STA.I o HWY. I3B NOTCH AND WIDEN sTA. 2[+50.00 T0 sTA. 2t4+t5.42 St A. 227+14,50 T0 STA. 229+50.00
.Jz Fc @ oCt o(\l E, TYPICAL SECTIONS OF IMPROVEl\/ENT TOI& DATE OTIE 0^rt OATE SI IE FEL& M x€r GYlSTO FfICO REust0 rtl/E0 rc. *EIS e. 6 ARr(. I JG NO 02058? 5 55 IYMAL SECIIOT{S OF IIPROVEUENT
ON ALL SUPERELEVATEO CURVES AND THROUGH SUPERELEVATION TRANSITIONS. THE ALGEBRAIC DIFFERENCE BETWEEN PAVEMENT SLOPE AND SHOULDER SLOPE SHALL NOT EXCEED O.08"/" 22'.-3" ACHM "l
ACHM (") /a-, 4 VAR. il'- II'-0" LANE VAR.
POINT & T SUPERELEVA TION ROTATION 0.22'8ELOW PROFILE GR *1 a..\ AGGREGATE BASE COURSE AGGREGATE BASE (cL ASS 7) - VAR. COMP'D DEPTH O" (CLASS 7) - 6- COMP'D DEPTH j.l (VAR. TONS PER STA.) (85.50 AGGREGATE BASE COURSE TONS PER STA.I (CLASS 7) - VAR. COMP'D DEPTH (VAR. TONS PER STA.} r'-5" MrN. HWY. I3B - FULL DEPTH DITCH SUPERELEVATED SECTION
e
I
.TO 8E USED IF AND WHERE DIRECTED BY THE ENGINEER NOTES:
REFER TO CROSS SECTIONS FOR DEVIATION FROM THE NORMAL SLOPES. NO CHANGES SHALL BE MADE FROM THE PLANNEO SLOPES WITHOUT THE APPROVAL OF THE ENGINEER. ON ALL SUPERELEVATED CURVES ANO THROUGH SUPERELEVATION TRANSITIONS. THE ALGEBRAIC THE THICKNESS OF AGGREGATE BASE COURSE SHALL 8E OIFFERENCE BETIYEEN PAVEMENT SLOPE AND WITHIN PLUS OR MINUS ONE INCH OF THE PLAN THICKNESS SHOULDER SLOPE SHALL NOT EXCEED O.OB'I" SHOYVN. THE CONTRACTOR VYILL CORRECT ANY OEFICIENT THICKI.IESS THAT OOES NOT MEET TOLERANCE INDICATEO. FOR LEVELING. PAYMENT WILL NOT BE MADE FOR MATERIAL PLACED IN I EXCESS OF THE TOLERANCE INDICAIED. 20'-o" ASPHALT FOR LEVELING OF EXISTING PAVEMENT SHALL BE PLACED ONLY IF AND WHERE OIRECIED 8Y THE ENGINEER. CALCULATIONS VAR. [' II"O" LANE VAR. FOR THE AMOUNT OF LEVELING AND/OR LEVELING OPERATIONS SHALL 8E PERFORMED BEFORE CONSTRUCTING NOTCH AND UTIDENING. THE FINAL c0N T POINT & 2" OF SURFACE COURSE IS TO BE PLACED AFTER OTHER HAVE GRADE SUPERELEV. ATION ROTATION ALL COURSES BEEN LAIO. LONGITUDINAL O.22'BELOIV PROFILE CRADE JOINTS SHALL BE AT LANE LINES. 4+ VAR. APPROVAL THE AGGREGA TE BASE COURSE T IIITH OF ENGINEER. THE CONTRACTOR WILL BE ALLOIYEO TO SUBSTITUTE. AT AOOITIONAL THE (CLASS 7) - VAR. COMP'D DEPTH I zo'Exrsrnc llr.rEs NO COST TO (VAR. RETAIN AND AGCREGATE BASE 1.1 OEPARTMENT. THE FIRST LIFT OF ACHM SURFACE COURSE O'2") TONS PER STA.) IN 'VERLIY (CLASS 7) - VAR. COMP'O DEPTH LIEU OF AGGREGATE BASE COURSE ON THE SHOULOERS. (VAR. TONS PER STA.) I'-O'AGGREGATE COURSE I"O" AGGREGATE BASE COURSE (CLASS 7) - 6" DEPTH (CLASS 7' - 6" COMP'O DEPTH r'-6" MrN. (4.00 TONS PER STA.) (4.00 TONS PER STA.) DITCH
HWY. I38 - NOTCH AND WIDEN
e. SUPERELEVATED SECTION E I SUBGRADE IIIOTH
ACE o (\o CI -o' 2' o" CONTROL POINT IO'-0" LANE IO'-0" LANE -0" 3'-O' IO'-0" LANE IO'-0" LANE -o" & o POINT OF SUPERELEVATION ROTATION O.2O'BELOII PROFILE GRADE
AGGREGATE BASE COURSE AGGREGATE BASE COURSE (CLASS 7' - IO" COMP'D DEPTH AGGREGATE AGGREGATE EASE (CLASS 7) - IO" COMP'D DEPTH (cLAss (29.75 TONS PER STA.) COURSE AGGREGATE EASE COURSE (129.75 ACGREGATE BASE COURSE 7) - V, TH (CLASS 7} - VAR. COMP'D DEPTH (CLASS 7) - VAR. COMP'D DEPTH TONS PER STA.' (CLASS 7) (23.75 (23.75 - VAR. COMP'D DEPTH oz IONS PER STA.) TONS PER STA.) (VAR. TONS PER STA.) (VAR. TONS PER STA.} tsc @ DETOUR - NORMAL CROWN SECTION DETOUR - SUPERELEVATED SECIION rr!o o G TYPICAL SECTIONS OF IMPROVEMENT IOIA OAIE OTIE OATE 0rrE SrlrE iEosM *Et cvrsEio fllco RfYs€o rr.rao E 9iEE IS 6 ARr(. 9 .n rG 020587 6 55
I sPECllr DETALS
. VAR. ACHM BINOER COURSE (T'I (VAR. DEPTH) (MAX.I'-7"' & TACK COATS /)
FILL r.YrsrD^-\ FILL ^\\ -9tott' J(ope\ __ =ttt f*ttf'N L 20' .O' EXISTINIG PAVEMENT
. 6" AGGREGATE BASE COURSE (CLASS 7) TO BE REPLACED WITH ACHM BINDER COURSE (I"} NOTES:
THIS DETAIL TO BE USED ONLY WHERE OIRECTEO BY THE ENGINEER.
OUANTITIES FOR METHOD OF GRADE RAISE USING ASPHALT ITERE METHOD OF RAISING GRADE CALCULATED ON THIS PROJECT AT LOCATIONS WHERE THE OISTANCE o BETITEEN THE EXISTING ASPHALT ROADIYAY ANO THE PROPOSED SUBGRADE Uz WAS ONE FOOT OR LESS. IN LOCATIONS IIHERE THE OISTANCE BETWEEN THE PROPOSED SUBGRAOE AND THE EXISTING ASPHALT ROAOIYAY IS MORE THAN ONE FOOT. SCARIFICATION OF THE EXISTING ASPHALT ROADWAY WILL BE REOUIRED AS STATED IN SECTION 2IO. SUBSECTION 2IO.O9 OF THE STANDARO SPECIFICATIONS.
IOO'NORMAL TRANSITION
AY
EXISTING ASPHALT PAVEMENT RETAIN COLD MILL EXISTING ASPHALT PAVEUENT + AND OVERLAY
DETAIL FOR TRANSITIONS
SHOULOER (4'NORMAL' EDGE OF PAVEMENT 5'-6
EDGE OF SHLDR. 2'-O" 2'-O' (NORMALI GUARDRAIL (TYPE A}
20' 20'R NOTE: TURNOUTS AND PRIVATE DRIVES SHALL BE MODIFIED IIHERE NECESSARY 5,-6" ADD'1. ACHM SURFACE TO MEET LOCAL CONDITIONS AS DIRECTED COURSE (I/2"I (220 LBS. PER SO. YO.} BY THE ENGINEER. o.o40,/, ADD'1. AGGREGATE BASE COURSE (CLASS 7' CONSTRUCTION LIMITS VAR. COMP. DEPTH (VAR. TONS/STA.' o (\to GI ffi ASPHALT coNcRETE HoT Mrx suRFAcE (\a DOOOOO{ COURSE (220 LBS. PER SO. YD.' @ (CLASS o AGGREGATE BASE couRSE z) . NOTE: REFER TO STD. DIYG. GR-8. 7" COMP. DEPTH IF ASPHALT ORIVE EXIST. GR-9. GR-9A. GR-ro. GR-[. & GR-r2 AND CROSS SECTIONS FOR SLOPE WIDENING FOR GUARDRAIL REOUIREMENTS BEHINO GUARDRAIL. AGGREGATE BASE COURSE (CLASS 7) 9" COMP. DEPTH OR CONFORM TO EXISTING DRIVEWAY
(,z c DETAIL FOR DRIVEWAY TURNOUTS ao orf! o(\t G SPECIAL DE T AIL S OAIE OTIE 0rtE 0ltE srar€ FEqD M *EI rorI rEUSEO FAl,EO itY$€0 rtEo E slltf rs 5 AR(. Jf, }TL 0205E7 7 55 sPECtlr DEIA1S . l5' -o' ( TYP. )
r'-6' r, -6. 3'-O'
A A A A A A A A A A A. A , .A A A A A A r"". .VARI A A A A A A f."', Ai
AGGFIEGATE BASE COI.RSE ( CLASS 7I VARIABLE . 6' MIN. COMPACTED DEPTH
. SEE APPROACH SLAB DETAILS IN BRIDGE DRAWINIGS
SECT I ON OF APPROACH SLAB
-il E-il -il R/W
I I Ld
+ : I I UJ UJ IO'MIN VARIABLE WIDTH TO R/W SHOULDER a.
R/W R/W a
SHOULDER
I tJI SILT FENCE @ TYPE E-11 (\o (\I a\ o I + I E-il E-il -il -il R/W
DETAIL OF SILT FENCE (,z AT R. C. BOX c o olft oGI e, SPECIAL DETAILS ME xt ttrE 0rrE OAIE o.rE 6r.E trart FEo. lo PioJ. lo. E EvtsEo FlLrt0 nEvtsEo FIL'{EO E WALL HEIGHT F I arc F F Y WNGWALI CLASS'S' REINFORCING SIEEL o E U -F WDIH OF WNG FOOTING DIMENSION I..E NGIH OF - t F o ANGL"E FO- J(l XO 020587 9 F U o o oz LENG]H OF FOONNG HEEL CONCREIE (lnchrd€s 4ron ard laF i ? U z FOOTINGS ATHDVVI- PARALLEL WlH HDVVL WlNGWAI.IS $ = I o o U U Uz z =U o U (DEGREE) =u (lncludes apron) requrd) I SPECIAL DETAILS d ts Y I =o o OJ t o o= E I z MID-SECTION u U z o F Lo E WNG WNG WNG WNG o I F ,TE o @ o=5 WNG A WNG B WNG A WNG B WNG A WNG B INTET INI,ET UJ = A B B BAR TABLE J LAP 0w H l,B CTU SK SL K HL wHl wH2 AFI AF2 WE wF'l wF2 G,I G2 wl w2 w3 w4 CU.YD LBS. (n # of Long 15'.-10' 7'-0' #4 1',-g" 0 3,1 14'-8" 2',-0^ 30 JU 3'-2', 3'-9 3/4" 3',-9 3/4" 0'-9' 0'-9" 1 9'-0', 1g',-o', 22'-53t8', 22'-53t8" 10 57 986 SL= Laps #5 Z',-2" F F1 F2 F3 F1 F5 F6 FI Ft F9 F10 F11 F12 .o Sectron Length o Req'd #6 PROFESSTONAL U e I U o q U o U (, e U u U U u U 0 < 40.0 ft #7 3'-6" o N l_{ I o I o (, o e (, o o e e a u o o e E=^ ENGINEER z = o z a F ! z a F !l z o E: !l z a I !l z N o I IJ z a t! z o !J o I !J o I N z o r a I U Fa U u U U F U @ u F U U F- U F U F @ F #8 4'-7" E 6 G o o d o a5 E E o o *a E o 6 *a o (, (! o 1 >400ft-780ft tr t c Y< t z t z d a1 E z E E t d i E d E E d E z E G = fi> o U o U o o L z z z z @ o o o @ q o @ o fi> @ o u o 6' o u o o o U o u U o u il>"fr3 2 >780ft-116.0ft { z z z z @ z @ z @ z @ z ;s 6 @ z 6 z @ oz @ zo *o =(, = 3 >1 16 0 ft - 154.0 ft Mn Bar Hn D€ Table z,_ 3',-6" Min Mn 5'-'l' Mh Mrn L L 3'-g', L L 4 >'154.0ft- 192 0ft #4 5 Ma 9'-4" Max 10'-3. L 3'.4" 3',-1 0' 2'-8' 5 >1920ft-2300ft #5 3 3/4' IrOlrR 0rlr lyr JYP oxaO9/5/2OtB = (, Mn 0'.9" Mn 2',-4'. --R-hV- 4 12 19 x 4 tz 4 x 1',-4" x crGCrEo lyr z 4 18 b 4 18 4 1 8'-8" 4 18 IJ x 4 8 23'-3 4 18 13 4 2 19'-4- 4 2 20'-6" b 12 7 493 b >2300ft-2680ft #6 4112" ini"nTTTTeiF' Ma 1'-5" Max Ma( 2'-4'. Max Max UJ #7 1t4" = Mm 2',-10' Mm 7 >268_0 ft - 306 0 fr 5 Y z-10 x 1'-8" z-o 14'-3', 3',-4' #8 6' Ma( o-u Mil 8',-0" 8 >306.0 ft -344.0 ft Mm 3'-6" Min Min Min Mrn L L 319" L L = Ma( g',-4- Ma( 10'-3' L 314" Thls drowing to be used in conjuncflon ylth o 3'-1 0" 2'-8', o Mrn U-V Mn 2',-4' SHEET I OF 4.'GENERAL DETAILS OF R.C. BOX CULVTRT". 'GENERAL NOIES & LONGITUDINAL SECTION LENGTH SCHEDULE" 4 12 19 X 4 12 4 X 1'-4" X 4 '18 b 4 18 4 18'-8" 4 18 X o 1' '19',-4' z 13 4 23'-3', 4 18 4 4 2 20'-6" 6 12 7 493 SHEET 3 OF 4.'GENERAL DETAILS OF R.C. BOX CULVERI". 'DETAILS MULTI.BIRREL R.C. BOX CULVERT" Ma( 1',-5' Max Ma 2'-4'. Max Max OF SHEET 4 OF 4, "GENERAL DEIAILS OF R.C. BOX CULVERI". 'DEIAILS OF TINGIVALLS" ONd = Mrn .10" Mn 2-10' x 2'-6' 14'-3' STANOARO DRAYIING RCB-2. 9ny eo. Lop Required Ma( 3'-4" 8'-0' Ma 8-0' for the Skewed End For odditionol informotion ond outlet seclions. see Sheet 2 of 2. Section sholl be considered subsidiory rF l to the item z, INIERIOR WALL _eag Y SIDE WALL REINFORCING INiERIOR WALL TOP SLAB DISIRIBUTION BOTTOM SI.AB DISTRIBUIION SIDE WALL DISIRIBUNON odO "Reinforclng Steel - -F F Y I IOP SLAB REINFORCING SIEEL BOTTOM SLAB REINFORCING S'IEEL argE t'i- I o u I I F F DISTRIBUNON 'u- (Gr.60)." F F SlEEL REINFORCING SIEEL REINFORCING S]EEL REINFORCING S'IEEL REINFORCING STEEL @e 6 oYo F U U (9 F Y -F - U 6 F 6 E o 9 REINFORCING SIEEL
IrJ= Min Min Min Mtn Min Mn SHORT a!a
.K2" .h, "K1" HDWL BARS HDWL BARS HDWL BARS UJ zJ SIZE IENG]H NO REQ'D SIZE LENGIH NO REQ'D SIZE TTNGIH NO REQ'D
g F TOP SLAB BOTTOiJ SLAB SIDE WALL INTERIOR WALL oE' F F z - I -F SIDE WALL INIERIOR WALT DISTRIBUTION DISTRIBUTION DISTRIBUTION DISIRIBUTION bP z d F F I E F- o F Y F qE p5 U 6 o I TOP SLAB REINFORCING SIEEL BOTTOM StAB REINFORCING SIEEL REINFORCING SlEEL REINFORCING SIEEL REINF STEEL F o I z U z REINF STEEL REINF STEEL REINF STEEL qo o, o z (,- F F U - U ,,s., str a U 6 E= = "m' "f1 " "e.. "d1" "d2,, d8 UF @ o z d@=u z E- ) o= o LENGTH = OW- 4- +BENDS LENGTH OW-4" +BENDS LENGTH=OH-4' LENGTH=OH-4' LENGTH z, o o a = a E E = = SL LENGTH = SL LENGTH = SL LENGTH = SL 6 6 U U d L u U U U o Des€n Fill Range of Actual I U o o o F u Bent "b" "c" (, o "d" Bent"b1" o o o o o o F @ (, o o o (, o (, o (9 o d o o a o z o -F o -F o o o o ut Depth Fill Depth = U U U U o U U 4 u u u U U U z U o U U o= d U U u O= t !l o E z N = d z IJ o E N = E !l =o G N 6 E 6 L' D s H T B N N N @ U q @ 2 00ft-2.0ft c w 0vr OH SL L !! L L G o L !l L !! L r d o u o o o d j UJ 6 6 6 q @ o o o o o o q o V) z z z z z z a z z o 5 >2.0 ft - 5.0 ft 10 >50ft- 100ft lJ.J L 15 >10.0 ft - 15 0 ft o 20 >15.0ft-200ft J 25 >20 0 ft - 25.0 ft a 30 >25.0 ft - 30 0 ft F 35 >30.0 ft - 35 0 ft lrJ >35.0 J 40 ft - 40.0 ft HDWL OEPIH ADOITIONAL REINF FOR HDWL "h. HD\A/L BARS TOTAL Doto shovn for Mid-SecfioG Slope Section(s). ond HD LBS I,INGIH NO REQ'D = stzE 015 38 Skewed End Section is bosed on the design fill depth shovn in the toble, PLAN AND PRoFILE 3', IU 4 0'-7" 1'-7' 17 see SHEEIS for octuol fill depfh.
F TOP i F SLAB BOTTOM SI-AB SIDE WALL INIERIOR WALL oE' z r F F z I z, d r -F E SIDE WALT INIERIOR WAI.I DIS]RIBUTION DISlRIBUTION DISlRIBUTION DISIRIBUTION irH SHEET OF 2 q F F- I i 6q F U L F + @t E !2. 9 o F o o I TOP SLAB REINFORCING S'IEEL BOTTOM SLAB REINFORCING S'IEEI REINFORCING SIEEL REINFORCING SIEEL REINF SIEEL REINF S]EEL S]EEL SIEEL ao o, U z I E U z
ts f z, INIERIOR WALL Y SIDE WALLREINFORCING IN'IERIOR WALL TOP SLAB DISIRIBUTION BOTIOM SI.AB DISIRIBUTION SIDE WALL DISIRIBUTION E,HE odO9ag I -F F Y TOP SI.AB REINFORCING S]EEL BOTTOM SLAB REINFORCING SIEEL DISIRIBUNON G;I F 'uI d F r -F SIEEL REINFORCING S]EEL REINFORCING SIEEL REINFORCING S]EEL REINFORCING SIEEL @Ea oYo U u F F- Y -F - (J U o F o Y @ J s2 REINFORCING SlEEL
=UJ Mn Min Min Min Min Min SHORT a}Z
,K1' IJ HDWL BARS "K2" HDVVL BARS "h" HDWL BARS J F SIZE LENGlH NO REQ'D SIZE t.E NG.IH NO REQ'D SIZE trNG]H NO REQ'O of
F ts TOP SLAB BOTTOM SLAB SIDE WALL INTERIOR WALL oE- F z z -ts r I -F F I SIDE WALL INIERIOR WALI DISTRIBUTION DISTRIBUTION DISTRIBUTION DSTRIBUTION irH a d F F F - F q U F Y - 9 o TOP SIAB REINFORCING SIEEL BOTTOM SLAB REINFORCING S]EEL REINFORCING @E F o @ E o U z S]EEL REINFORCING SlEEL REINF STEEL REINF STEEL REINF. STEEL REINF STEEL E5 o z - -F ts E U lrJ l-) o HDWL OEPIH ADDITIONAL REINF FOR HO\,VL .h" HDVU. BARS TOTAL HD Lts LENGTH SIZE NO REQ'D 015 38 J ZU 4 0'-7' l',-7' 17 SHEET 2 OF 2 DETAILS OF R.C. BOX CULVERT F @ 6 The required number of bors ond lengths shown ore for estlmotlng purpose o DOUBLE BARREL BOX CULVERT o only. The octuol number ond length required sholl be determined in fietd. o Sto.227+O7 Unless otherwise noted. oll dimensions in Inches. = org SPECIAL DETAILS U ET Dt4 0rE 0rrE o^rE 0rE ttttr FED. rO rnq,. l.o iI TEY6EO fr.EO EV6EO rrlao 3 rrr. *LL = Sle*ed End Section Length - See 'skewed End Section Detoils' .o xo 020587 lD 59 20'-0" r0'-0- r0'-0- r0'-0' r0'-0' t0'-0" t0'-0' Note: For fill deDlhs l0'ond under. use Length LL vorles with skeu ongle.overollbox vidth ond fill depth Mid-Section full length of box culvert. ond moy eltmlnote the need for some slope section lengths os shoun. SPECIAL OETAILS 3:l 30'-0" r5'-0" 15'-0' r5'-0- 15'-0' r5'-0' 15'-0" 4:| 40'-0" 20'-0 20'-0" 20'-0" 20'-0 20'-0" 20'-0- *LL ,1 E Section c 0 E F Vor *LL Section B c 0 E F G Mld-Section Length - *LLrA l I Section B c 0 E F G PROFESSIONAL 0.8 Depth 0epth 0epth Depth Deplh 0epth Depth ENGINEER o s l0'-0" < t5'-0" s 20'-0' s 25'-0 s 30'-0' < 35'-0" < 40',-0' ttt ni/ N or Culvert 0.6'-0' E.6'-0' F:6'-0' G=5',-0' - Vories SK A=22'-O- Bd r'-0" C=l l'-0" Dd r'-0' E:l l'-0' F:l l'-0' G:l l'-0' Mld-Section - Vorles il l A=32'-O' B=15'-0" C=16'-0- 0:16'-0' E:16'-0" F:16'-0' G=15'-0" Mid-Sectlon - Voriss SKEWED SECTION LAYOUT FOR VARYING FILL DEPTHS OVER IO' I ONGITIIDINAI SFC T ION I FNGTH SCHFDI E FOR VARYING FILL DEPTHS OVER IO' GENERAL NOIES: Lengths for Non-Skewed Boxes CONSTRUCIION SPECIFICATIONS: Arkansas State Highway and Transport.tion Department Standard Specifications for Highway Construction (2014 editionl with applhable Supplement.l Specifications and Special Provisions. Section and Subsection refer to the Standard Construction Specifications unless otherwise noted in the Plans. DESIGN SPECIFICATIONS: AASHTO tRFD Bridte Desitn Specifications, Fifth Edition (20r0! with 20r0 interim revisions. Top Surfoce of Culvert Top tlVE LOADING: Ht-93 Type Filter 2 Geotextile All concrete shall be Chss S with a minimum 28day compressive stren;th of 3,50O psi and shall be poured in the dry. All exposed corners to r-0" Fobric os Shown per Top Surfoce of Culvert Top Slob Surfoce of llingyoll Subsection 625.02 have X" chamferc. Reinforcint Steel shall be Grade 60 (yield strentth 50,000 psi) conforming to AASHTO M31 or M322, Type A, with mill test reports, A'a. = c o Mln. ReinforcingSteel Tolerances: Thetolerancesforreinforcingsteel shall meetthosel'rstedinfianuel ofStandardPractice'publishedbyConcrete = A' a. a' 4.. Reinforcint Steel lnstitute (CRSll except that the tolerance for truss bars such as Fiture 3 on pate 7-4 of the CRSI Manual shall be minus zero to o a. a plus 1/2 inch. a. Excavation and backfilling shall be in accordanoe with requirements 6. O A the of Section 801, Membrane Waterproofing shall conform to the requirements of section 815. Membr.ne Waterproofing shall be Type C and as directed by the Shown for Verticol Fobric 4 Alternote. f,ropped Fobrlc Droinoge Fill Moteriol Engineerapplied to all construction ioints in the top slab ard the sidewalls of R.C. Box culverts and to the construction i)int between wingwalls Alternole moy be (Closs Aggregote .6 3 - L and R.C, Bor culvert walls. os specified in a' Fit I (Closs Aggrogote Subsection 403.011 I weepHolesinboxculvertwallsshall haveamaximumhorizontal spacingof 1d{"andshallbespacedtoclearall reinforcingstecl. Thedrain !'6 (Full L€ngth ond tldth 1'6 os specified ln of Culvertl Subsection 403.01) opening shall be 4" diameter and shall be placed 12" above the top of the bottom slab. 6A a (Full Lengrh of bA ; a Cuvert ond llingvoll) weepHolesinwingurallsshall haveamaximumhorizontal spacingof 1d-0"andshall bespacedtoclearallreinforcinSsteel. Thereshall bea Type 2 Geotextile Filter OA 6 A minimum of two (21 weep holes in each win8wall. The drain opening shall be 4" diameter and shall be placed 12" above the top of the win$ rall Fobric os shoYn a6 o. a 6a footin& Subsection 4.6 a 2 Geotextile Filter 6a. 6a OS The barrel components of the culvert may be constructed usin! continuous pours. For lonBer cuhrert constructiorL the Contractor may use A' ------pours a a muftiple with transverse construction ioints spaced a minimum of 50 feet apart unless supersedcd by stage construction or site 4" dlo. Yleep hole ot 4' dio, Ileep hole , 2'-O' a l0'-0' mox. spocing l0'-0' mox. spoclng FIll ot constraintsasapprovedbytheEngineer, ConstructionjointsbetweenfootintsandwalbshallbemadeonlywhereshowninthePlans..loints I Uin. Loo I of Holes shall be normal to the centerline of barrel and shall be keyed. longitudinal reinforcing shall be continuous throuth ioints unless shown Top Surfoce of othenvbe. All longitudinal construction j FABRIC ALTERNATE When precast reinforced concrete box culverts are substituted for cast in place box cufuerts, they shall be manufactured according to ASTM C CULVERT DRAINAGE DETAI L FOR ROCK FI LL VERTICAL FABRIC ALTERNATE WRAPPED (Shown for Culvert.Slmllor for tingyolll (Shoun for lllngyoll.Similor for Culvert) 1577 and meet the requirements of Section 507. when the top slab of the box culvert serues as the finished roadway surface, a precast This detoil sholl be used when rock fill is specified for reinforced concrete box culvert stbstitution is not allowed. embonkment construction. For Detolls of Excovotion ond Poy Llmits, see Stondord Droving RC8-2. oc 9 SHEET I OF 4 + L I{INGI{ALL & CULVERT DRAINAGE DETAIL o GENERAL DETAILS OF R.C. BOX CULVERT l o Fo GENERAL NOTES & o6 N LONGITUDINAL SECTION LENGTH SCHEDULE o6 g SPECIAL DETAILS ; U ME EI ilrE orlE o.rE OTTE BLI tral FEo.lo tnor r€. a EB GYISEO Fl!rG0 rEvtsEo FlLrto t ri. Note: llhen top slob of culvert serves os finished roodwoy surfoce.see Generol Not6s on Sh6et I of 4. JC i5. 020587 lt rr SPECIAL OETAILS S c :T- { :-T .l . "0" I -o- bors l oisJ PROFESSIONAL "o- bors ENGINEER 'd" bor - Req'd ,/1' Recessed Constr. Jt. typ. dl' tt * 2" clr. - "f'bors I f" bors 'f' bors "f' bors o 0ptionol Constr. Jt Longitudinol Bor Spoclng ot individuol sections sholl be /Y 'dl'bors 'dl" mointolnod. whlch moy result in noncontoct bor lops. o 0rv LONGITUOINAL LAP DETAIL AT CHANGE IN SECTIONS @ 0ptionol "e" bor Req'd Ksyuoy Constr. Jt. - typ. Constr. Jt, "o'bors "b'bors IOP SLAB SHOTN. BOITOM SLAB SIMILAR 'd- bors o Culvert floll TYPICAL SECTION M-M lloterproof ing Mombrone bors (Type C) Length : 18" (Ful I Heightl Fl2 bors 0 12" - see 'Detoils of llingyolls' 0 Req'd Constr. Jt. Y sL:l C.L. R.C. Box Fu l,r- | Fu r-0' r-0' 'h'bors sketch tingwol I TOP SLAB REINFORCEMENT l-"kl'bors o s"st "d" bors 2-"0' bors r{INGr{ALL ATTACHMENT *oetoils "h" bors See of flinguolls- for ,1/Y "o'bors odditionol informotlon ond wlngwoll detoils. 0 12' mox. - o 0rY .ro9 (! 9*-I'lq)9t-sl4 0ptionol l Constr. Jt -l'oo., _/ 'h- bors -0" bors 3-"k1" bors c.r-. R.c. Box "b" bors o 12" mox. I --l " d l' bors "dl"bors 'e" bors 3' min. clr, I "f" bors 2 r'-0" 'f" bors r-0" Y0 "e'bors "b" bors /-7 bors ati ^ ^ n{RK T 2-t{ bors 2-.4 bors 'b" bors 6 "k2" bors TYPICAL KEYWAY DETAIL bors l (All Construction Jolnts, BOTTOM SLAB REINFORCEMENT 3-'k2' bors Apron - see 'Detoils M of lYlngrolls" -1^ Apron - see "oetoils SKEWED END TION DETAILS of lYinOyolls" M |-2 4 t_,_.1 ]^ SHEET 2 OF c GENERAL DETAILS OF R.C. BOX CULVERT o + o PART LONGITUDINAL SECTION PART LONGITUDINAL SECTION N-N DETAILS OF SINGLE BARREL f, (Non-Skeued End6l (Skeyed Endsl o R.C. BOX CULVERT F @ on o SPECIAL DETAILS .o o.rE BE EI rta DIE o.lE tr.I atttr rEo lo Ptor. ro. E tatll *2' iEvtsEo FILI'EO TEVEEO F tLrto fill depth {0, greoter thon 2 ft. Note: lYhen top slob of culvert serves os finished 3 at 2t/2'clr,for"lr.lo, filldepth (D) equol to or less thon 2 ft. rooduoy surfoce. see Generol Noles on Sheet I of 4. XO s/4 IT s/4 s/2 s/4 YI s/4 s/4 u/2 Jil 020587 s5 0w /L obout C.L.8ox t/z Log t/z Lop SPECIAL OETAILS s YI S Fsy,.. , , , - rT I Bent "b'Dor '9' bor 2" clr, t'!p. l- Sextuole Eorrel "c" bor Outside Foce R.C. Box of s/4 s/4 s/2 s/4 s/4 s/4 F Loo oetoil J obout C.L. Box For Bent "b" bors ond Bent "bl" bors PROFESSIONAL Recessed ENGINEER 'o' bor Req'o /r" ( "dl"bors 'dr Constr. Jt. - typ, Ouintr Borrel At the Controctor's oplion ln lleu of Drovidlng Eent "b' or ttt Bent "bl' bors. one bor top ond bottom of equivolent size moy tvp. 'fl" bor s/4 s/4 s/2 s/1 be substituted for eoch bent bor. Poyment for the reinforclng "!4 yillbe bosed on the weight of the "b" or "bl" bor. l---Svmm. ooort C.L. R.C. 8ox I 4- mox. 'f0' bor 4" mox. ,1,Y E 0uodruole Borrel o 0tt a "f0' bor I]] s/2 s/4 s/4 2' cl(. - "o' -c' - tvP. -bl- Jt. or ( "d2 bo( B€nt 'b" bors or Eent bors except os Eendino Dioorom "9' bors ( Req'd Keyuoy Trlole Borrel Constr. Jt. - typ. 'd" bor s/4 U s/4 'e" bor Bent 'bl- bor 'f- bor Double Borrel TYPICAL SECTION M-M ry Bent "b" hor.s or "bl" bors skefch xL:l @ Top Stob Y Stroight 'c' bors sholl ollernoto trith B€nt "b" bors in top. Stroight '0" bors sholl olternote ulth Bent "b' bors in bottom. {L TYPICAL KEYWAY DETAIL l,rl (All Construction Joints) C.L. R.C. Box Bottom Slob stroight "d" bors sholl olternote with Bent 'bt' bors in top. | 'kl" bors Stroight 'f' bors sholl olternote Bent "bt' bors in bottom. vith "h" bors sketctl IOP SLAB REINFORCEMENT Bent "b" Dors Sfroight 'c" Dors in top. "c' bors bors Stroight "o'bors in bottom. r-0' r-0" Pu lll I 'b" bors 3-"kl' bors j<<\" s/-/ tar- 0ptionol ,1/Y o bors 2-'o' bors bors Constr. Jt, 0[ - bors t I o 'g" I 'o' bors oolsl 'o'Lo..V' s\ga9 o!!@9t "srqS 109 # I blP C.L. R,C. Box --] "0" o. 'f' bors 1oa-o-t-uqd "h" bors r--I- o 12" mox. qT. 'dl'bors'or'd2' rcrs + =3rs / I l -- "e'bors 3-'kl' bors I "f0'o( -h" "o" t oarv bors 'o'bors "f0' or -fl' bors "fl" bors o 12' mox. l 0ptlonol Constr, J "dl'bors or "dl'bors or tl "d2' bors "d2" bors Lonoitudinol Bor Soocino of individuol sections sholl be \lir I lt I t moiritoinod. yhich inoy r?sult in noncontoct lops. J* min. clr, t bor I I ONGI T IIDINAI I AP DFTAII . AT CHANGE IN SECTIONS 3" mln. clr "f0" bors or IOP SLAB SHOITN.BOITOM SLAB SIMILAR -fl" bors 0 \NSt" I 'f0- bors or =( r-0' "fl" bors r-0- I "d' ool'r\ bors Culvert lloll bors t bors 7-: ,s lloterproofing Membrone "k2" bors (Type Cl Length = t8" lFul r Heighfl BOTTOM SLAB REINFORCEMENT Flz bors - see "Dstolls lYingvolls' 2 -.4 bors 2 -t4 bors of Sfrolght 'd" bors in top. Stroight "f" bors in bottom. Req'd Constr. Jt. l _o l bors 'f" bors SKEWED END SECTION DETAILS Bent "bl" bors -{^!l 3-"k2" bors Apron - see "Detoils of llingrolls" SHEET 3 OF 4 Apron - see "oetoils lIingwol I co of llingyolls" GENERAL DETAILS OF R.C. BOX CULVERT o 8" t-2 t U (, DETAILS OF MULT!-BARREL I{ING|{ALL ATTACHMENT 5 PART LONGITUDINAL SECTION PART I ONGITI SECTION N-N o See -Detoils of flingwolls" for R.C. BOX CULVERT informotion oF (Non-SkeYed Ends) (Skered Endsl odditionol ond wingvoll detoils. o t- oN SPECIAL DETAILS o I\/ urE OTIE OAIE 6E FEo. ]Ir ilrE MLE ,tan lo Ptor x0. n 3" TEVEEO FIL}CO rEYtso FIL]CO Fl o 12" c.c. in Bock Bent From Bottom of d -l 3 arL -l t JC 10. 020587 t7 55 SPECIAL OEIAILS F2 o 12" c.c. cw ; - F3 o 12" c.c. Wing A Wing B i! E 2'-0" c lnlet End - 3" or 9" - PROFESSIONAL Ft o t2" ENGINEER F4 0 18" o rat Top of @ - o =o - p 0' F50 END ELEVATION F7 or F9 @ - Fte F2 a t2" Flored lilinguolls Shown 2" cl(, t : unless Note! See 'lYingvoll Sectlon P-P" for - 2'-0" 0 lnlet End odditionol detoils ond reinforcing. - 3'-0" 0 ouflet End r{INGu{ALL ELEVATION Normol to Shouing Foce Reinforcement c.L. Bock F5 0 18" Fz,t F3 a t2 For squore ends moke the shoded oreo thickness TYPICAL KEYWAY DETAIL the greoter of [B ond B (Bottom Slob lhickness). For skeued ends moke the shoded thickness All Construction Jolnts orso lhe greoter of IIB ond (B+Htl. HL inT of .l" FII T F7 0nly F8 lYhen t8" .t ,l Fl 0 12" in Bottom of I 3"or 9" HL=2'-0" Fll Top ond Bottom ol -l I F2 a 12" c.c. o -c c F3 o 12" e. P :/ r o Long lling __l Wing A Wing B )( f]t = IIINGITALL SECTION P-P ,r - Illng : (AFl+SK) - Long Iing = (AF2-SK) PART PLAN - FLARED WINGWALLS 2 - F7 ordy then 2-F7 F5 o 18" ln Eottom of PLAN - FLAREO u{INGr{ALLS Llne Normol to Shouing Footing Reinforcement x C.L. Roodvoy I * *Ft2 FI. F2. F3. & F6 BARS FIz BAR i. o stroioht bor For squore ends moke the shoded oreo thicknoss for porollel wlngwolls the greoter of WB ond B (Bottom Slob Thlckness). For skeved ends moke the shoded oreo thlckness Normol (B+Hfll. lhe greoter of llB ond C.L. R.C. Box --q to c.L. Rdwy. Culvert floll f,ol I T * of Mernbrone 0 12" c.c. (Type _-_--n FI in or 9" C). Length : 18" *Ft2 (Ful I Height) I , 0 I Fll Top ond Bottom llot€rproof ing Uembrone t2,, I (Type O. Length : t8,, I I F? a t2" c,c, (Ful I Height) I I I FJ o 12" Req'd. Constr. Jt. llin0Yol I l I I lYinguol t NP t I Y CONSTRUCTION JOINTS Wing A t f f rI Flored llingwolls ShoYn c Wing B or -v fr D - SHEET 4 OF 4 I Ve o 2 - Fi 0nly llhen HL=2'-0" \-z - rr GENERAL DETAILS OF R.C. BOX CULVERT :l o F5 0 18" in Bottom of Footlno t, F DETAILS OF WINGWALLS @ n PLAN - PARALLEL |vINGWALLS o PART PLAN - PARALLEL WINGWALLS oN Showing Footing Reinforcemenl SPECIAL If,f o DETAILS' lr'b/ OAIE OTIE 0llE OAIE tlltE ftosM. ET t0r4 EYISEO FlICO REUSTD FfEO *EIS 5 ARil. JI 1{I 020587 'tl 55 IEUPORARY EROSON CO{TROI DTIAT-S //' t tt tt4r5 TA ll+ st /o GIN JOB 020587 1 lr! lr) N 6 C\l rJ') N o EXISTING ROW EXISTING RO{Y tn IN ' t,. !' r6 l1 t -e ry i /-s'lY I I 'Y t I \J/.i I N 0 a. / EXISTING ROW F o- REVISIONS 1t .,.--t-ifi,fffi*, LEGEND DATE OF REVISION REVISION -t- = ROCK DITCH CHECKS [email protected]= srLT FENcE NOTE: PERIMETER CONTROLS SHALL BE (o PLACED AS CLEARING AND GRUBBING /, OPERATIONS ARE STARTED. o C\., (o v o F 1 rl F .Ao rD F Uttrr. 1- N + / q*t:I:} N ",{.v;_ -*JI)F o- IxrsT!N6 ROI i/ \,!2 f F *^@' - --F* ,"\. <9 (o o 6a lX'5t1l4i ,'.!t! (\a GI I Exillri.t0 kcf; J Lxii trti6 fiOt{ o STA.229+5O.O a J B (,z ct \ oF CL EARING AND GRUBBING o(t o(\t G, TEMPORARY EROSION CONTROL DETAILS 0rrE OTTE OATE OATE strtE r:o&M ffiT CYISTD FATCO 8tusto FLT'O *EIS 5 /lRl(. JG IS. 020587 15 55 . // IEIIPORARY EROSIOT{ CO{IROT DET^T-S STA ll+ { /o? rN JOB 020587 88 ro N I dd rO (vN qr'F, '{r, 8 : l- tt') J . .j* ,., t,,_ N g ult.Ff . 4 4 I , P ,t. utlllTs PROP. I I I *--T-- 5 f.xisTrNC ilQB .-....-r:" -- F c REVISIONS .) -.--,*.,;.) -::;-l-^*rrrETct o LEGEND DATE OF REVISION REVISION @ = RocK DrTcH cHEcKs t@{= srLT FENcE NOTE: PERIMETER CONTROLS SHALL BE PLACEO AS CLEARING AND GRUBBING OPERATIONS ARE STARTED. o + N o o,, Lo o F "/ rf) 1 F c_{ rO o @ I ro C\ m N + N C\ + (\ ? N N - -. - Extsltr6 3911-*- () - lffit+ F o ,tvP:, o- , l{ | o- f I'i7 j-t,; f{Dfi {t 'EMP. CONS T. ? @ LIMITS * **"**i *l' F l\. I \ N 37'09'5r E-----l 1 I- re I \ l,liL- -? \l @ E U (\Io 4 t LA ') i,'tu nlrf. GI -lf N [.x lTrr't6 Qtf Exr9Y,N(, ti0tt o t Uo I ts STA. + a i ts U(J J 020587 r! ) r-b \ rl 4,----*- o z 6 q(, N (l@ o STAGE I o(\t G ..-... TEMPORARY EROSION CONTROL DETAILS olrE OTIE DIIE orrE slrrE .Cos *EI IOII EUSIO FITCO R€Vlsfo FAIID & G SICEIS ,,'a", 6 ARl(. JC t€. 020587 16 55 IEUPORARY EROSISI CO{TROL OETAIS "V *,8Et t"t.*g '17 E T .2r+50.00 q o: s BEGIN JOB 8 o d3 /o 1*-o-;ricil'rf o o -t--n \-^* :< i o @ lr, -tn" I C\J jl.- eb + + lrl LO % N o rft iTING ROIY ,/ EXISTING ROW Ln -t/-- 9 1 N - *.".,,' j / !i,li i ) isrtrfllmFiffil@ g |,fl0P t$imlmtrut NN II I N __.a:*___#-.*+ PROP, CONST IMITS '.r-::€-; *''- --: j' ::' - i- :'-' ---*N*3 EXISTING ROII . LINIITS tonsr F o- tj :6, o- REVISIONS -,,---':r. LEGEND OATE OF REVISION REVISION @ = ROCK DITCH CHECKS @= slLT FENcE NOTE: PERIMETER CONTROLS SHALL BE PLACEO AS CLEARING AND GRUBBING OPERATIONS ARE STARTED. s o + c.I o () F lr) 1 .c .E. F CJ lr) o 9 n' c\ rr) + fO e- N N N *.n E{rSllNc lgfi_ N o o. EXISTING ROIT -*-* *+ TET,P, -r' taNt i, Ln#ts '* -., , _.) /- F I rt f' \- o o co\!,1.. (\ EXISTING R0Iv 6a t_* t GI EXISTING ROW t EXISTING ROW o ) T 1 9+50.00 . END JOB 020 G (,z c (to o STAGE 2 o6a G TEMPORARY EROSION CONTROL DETAILS '/ lTIE OAtE OAIE 0rrE srrrc tEo& M *Et totr /" EYI$' FATCO REY]s€O tfE0 *ETS 6 ARI(. J(l IIG 020587 17 55 IEIIPORARY EROSON CO{IROL OET^I-S "9 #t \ de.? z' ,,: T A. 2ll+50.00 - 88 BEGIN JOB 1S,E>' r,$ rt**** o o. t' l^ o rJ) --n ,^ - +€ qb v /6 rO % *4.k" + 6 o- C\l o EXISTING ROTY {_ EXISTING ROW to )s q /^{ N lat---'- .^LIMITS PROP. CONST. LIMITS 3 W 4 gtrtlTS- - r. Rir * , NH F - Lt$tI$ g.\ - - *ooo' snst , -r*-*Jl.|./ IN I I 1n9P:9EL ::E;T i PROP. CONST. LIMITS E *s.#=- EXISTING ROW LlltlTs PROP F o- u)o REVISIONS LEGEND DATE OF REVISION REVISION @ = RocK DrTcH cHEcK F@r= srLT FENcE NOTE: PERIMETER CONTROLS SHALL BE PLACEO AS CLEARING AND GRUBBING OPERATIONS ARE STARTED. o N {' LN 1.c.8. c! rO - o 99 N ro + ro N N N /'F -'- N - _EXTSITNG.R9W_ _ o o- EXISTING ROW -F %.*Eff_ a. o o Ll$lI c{ - -inoP EXISTING ROW (\t N EXISTING ROtr t t t ExtsTtNG RotY o TA + N JOB 020587 (,z 6 t F ao \,, o(l STAGE 3 o(\I G TEMPORARY EROSION CONTROL DETAILS O^IE olrc DAIE 3l^rE fEoxm *Er IOII SEOUENCE OF CONSTRUCTION Evtsto ffE0 di'llo FttEO E srs ALL STAGES: USE AOVANCE WARNING SIGNS LOCATEO AS SHOWN IN THE MAINTENANCE OF TRAFFIC PLAN SHEETS._ 6 ARI(. USE TRAFFIC ORUMS AND VERTICAL PANELS AS NOTEO IN THE MAINTENANCE OF TCA}FIC PLAN SHEETS T-o__ DELINEATE THE IIORK ZONE. Jt r{o 020587 18 55 STAGE I: CONSTRUCT OETOUR T0 THE LEFT OF H|YY. t38 AS SHOWN tN THE PLANS. MAINIENAI{CE OF IRAFFIC OETAILS STAGE 2A: UTILIZE DEToUR FRoM STA. 505+32 TO STA. 514+14 T0 MA|NTA|N TRAFF|C. NOTCH AND U|DEN sTA.2rr+50 T0 sTA.215+25 RT 0F HwY. t38. REMoVE ExrsrrNc BRTDGE srA.2t8+09.23 To sTA. zt9+6t.22 AND CoNSTRUCT NEII BR|06E STA.217+96.50 To sTA.219+67.50. RECoNSTRUCT Hwy. t3B STA.2t6+25 To STA.22I+IO. STAGE 28 TRAFFIC SHALL NOT BE PLACED ON OETOUR UNTIL STAGE 2A IS COMPLETED AND TRAFFIC RETURNED TO MAIN'LANES. STAGE 28: UTILIZE DETOUR FRoM STA. 514+14 T0 STA.52l+93 TO MA|NTA|N TRAFF|C. NOTCH AND wtDEN STA.22r+ro T0 STA.225+25RI.OF HIIY.l38 AND STA.227+t4.5O T0 229+50 RT.OF Htyy.t3B. REMOVE EXISTING |Y000EN BRIoGE STA.226+98.64 T0 STA. 227+13.79 ANo CONSTRUCT DBL. 7'x7'x62;R.C. BOx CULVERT, RECONSTRUCT HtlY. r38 SIA.225+25 TO STA. 227+t4.5O. !IAGE 3:uTlLtZE HIIY.l38 T0 UAINTAIN TRAFFTC. NoTCH AND |ITDEN STA.216+25.00 TO STA.2t7+96.50 ANO sTA.219+67.50 TO STA.22l+10.00 LT 0F HWY.r38 ANo STA.225+25 TO STA.227+14.50 LT OF HIty.i38. ?!4Cq FryAL. L-!II,OF 4q!M.PLACE FINAL STRIPING.INSTALL ALL REMAINING GUARDRAIL.OELITERATE DETOUR. AND FINISH SLOPES ITHERE NEEDED. $x obN. =s STA" 2ll+50 BEGIN JOB 02 EXISTING ROIY o I O.J t- F F F 11 ,q PROP. C ".*.-^"-" -rA Fxsrrlc no o @ @ @ 5= lO o!-A= 5= A= Qr Ox Ox Ox t- t- ?x N N N N N xf N. -L -L xOl xol xc, I c;o -L or =s =s =s @ @ @ o =s J cv rO o !9 ro ADVANCE WARNING ro + N N + N (ALL STAGES) EJISTTNG _ -* B9I" *- o o- o- EXISTING ROIY TEMP. c0NS T. LUIIS { { --\- (o \/ F (\to (\I EXISTING ROW (\I o -* J o, DO (4' STA. 229+50 T6w- tzt W2t-5o (2t w8-l R4-l O6 (48" X 48"r (30" t24" x 30"1 BUMP x 30", NOT END JO 8 o-=o PASS u ADVANCE WARNING (ALL STAGES) A= TO BE USED IF AND WHERE cPo (,z xf q DIRECTED BY THE ENGINEER NN F ct (ALL STAGES) otat ALL ST AGES oca G MAIN T ENANCE OF TRAFFIC DETAILS OAIE OTIE OATE OAIE slllE fEosM 5EI rotI SEOUENCE OF CONSTRUCTION EvrSa' Ff rao RttrsEo rfrco E st€Ers ALL STAGES: USE ADVANCE WARNING SIGNS LoCATED AS SHoIYN lN THE MAINTENANCE 0F TRAFFTC PLAN SHEETS. 6 lRr(. USE TRAFFIC DRUMS AND VERTICAL PANELS AS NOTED IN THE MAINTENANCE OF TRAFFIC PLAN SHEETS TO DELINEATE THE WORK ZONE. JG TO 020587 19 55 STAGE l: CONSTRUCT DETOUR TO THE LEFT OF HIIY. t38 AS SHOWN tN THE PLANS. TIAhIIENANCE $ IRAFFIC DEIAT.S ROAD (, R[-2 STAGE 2A: UTILIZE DETOUR FROM STA. 505+32 TO STA.5I4+I,I TO MAINTAIN TRAFFIC. NOTCH AND WIOEN (48" X 30") sTA.2rr+50 T0 sra.2t6+25 RT 0F Hny. r38. REMoVE ExrsTrNG BRToGE sra. 2tg+o9.23 To sTA. 2t9+6t.zz CLOSED AND CONSTRUCT NETY BRIDGE STA.2I?+96.50 TO STA.219+67.50. RECONSTRUCT HwY. I38 sTA.216+25 To STA.22I+IO. STAGE 28 TRAFFIC SHALL NOT BE PLACEO ON DETOUR UNTIL STAGE 2A IS COMPLETED AND ttfss-t rtFsss 16'BARR. TRAFFIC RETURNED TO MAIN LANES. IIESSST IIESSS| TYP. IIILT. () 16'BARR. L?) / a'l ROAD Ril- 2 (48" x 30") STAGE 28: UTILIZE DETOUR FROM STA. 5I4+I4 TO STA.52I+93 TO MAINTAIN TRAFFIC. NOTCH ANO IVIDEN IIESSSI IlESSft TYP. IIILT. CLOSEO STA.22l+r0 T0 STA.225+25R1.0F HIIY.l38 ANo STA.227+t4.5O TO 229+50 RT.0F HWy.t38. REUOVE EXISTING IIOoDEN ERIDGE STA.226+98.64 T0 STA.227+t3.79 ANo CoNSTRUCT DBL.7'x7'x62' R.C.BOx CULVERT % FESSST NESSSI 16'BARR. RECoNSTRUCT HWY. 158 ST A.225+25 TO STA. 227+t4.5O. TYP. IIILT. tlFss\l trsssst 16'BARR. HWY. I38 STAGE 3: UTILIZE TO MAINTAIN TRAFFIC. NOTCH AND WIDEN STA.216+25.00 TO STA.217+96.50 ANO FESSST NSSIST TYP. IIILT sTA.219+67.50 T0 STA. 22r+l0.OO LT 0F HWy. r38 AND STA. 225+25 TO STA.227+t4.50 LT OF HWy. t38. '?,r^' /o PL4Cq FNAL. LIII OF 4q!M. PLACE FINAL STRIPING, INSTALL ALL REUAINING GUARDRAIL. OBLITERATE DETOUR. * ANO FINISH SLOPES IIHERE NEEDED. VERTICAL PANELS 1 is 55'0.C. = 9 EACH o TRAFFIC DRUMS lr| LO 2O'0.C. = 12 EACH s@ N rrl ft + 6 c\l o if* t \JS i $.rc R(Jyr STA. 2ll+50 tn *rn B J B7 N t.1 L ? T. LITilTS \ := t .G I F PROP. I \ (] N a) S =*..4 axrsTrNc Port F TRAFFIC () Ril-2 55'0.C. ROAD (48" X ,,\-^- s & CLOSED 30") 16'BARR. TYP. IIIRT. --.__-2*. 16'BARR. TYP. IIIRT. @ F ROAD (D R[-2 o (48" X 50"' CLOSED c.l 16'BARR. TYP. IIIRT. o 16'BARR. o,, TYP. IIIRT. Ln o v ro !.{ o @ 99 N \ -kt rr) N + N -== C\ + N lI) ::*_ ^ F U o- o- t vrirtNc fi3tY TEMP. CONS T. LIMITS 3 E --1;l{ 1( ltl;Y, -n ,] ao o VERTICAL GI 55".Orl = l ly,c.1ili5 Ralf' I GT t G' {\i511NC frl}ti ,1"" Ixt$].,r]r,i zc* 55', EACHrl , o F 1 . Llt'$IS ? -'- o 1-- N =-il-^-.ilulE lr ,Lt .: CONST. LIMITS t_-- TRAFFIC DzuMS^., -?:ry:* * EXISTING ROW 1. L$IITS CONS F o- () R[-2 ROAD tzt Rt-2 ,.."..F ROAD (48" fl) R[-2 (48" X 30", X 3o-) ROAD CLOSED CLOSEO (48" X 30"' () tY24-l #ei6iiN6-Ro{ CLOSED -...-"' U8"\48"1 I6'BARR. 16'BARR. *.*.":-- FESSSI FESSST 16'BARR. TYP. IIIRT TYP. IIIRT. TYP. IIILT. I6'BARR. 16'BARR. FEsssr tttsssr 16'BARR. TYP. IIIRT. TYP. IIILT. FESSST ttESSS TYP. IIILT. R[-2 8" X 3O't// () Ril-2 ROAD (48" cL0sE0 X 30"r BARR. . @ TYP. NI RT. Itssss FE-sssl BARR. F TYP. IIILT. 16'BARR. FE-SS-| ttSSSSt , TYP. NI LT. BARR. o trFssst Ftss:l TYP. IIILT. N 0) oM-3R <12"x 36"t CONSTRUCTION PAVEMENT o CONSTRUCTION PAVEMENT MARKING . WHITE c! MARKING - DBL. YELLOII -31 to 36"' o Ir) s (D w24-l !J rO o @ U8"x48"1 I rv-) N ro + N N N 4 _ ExtsTtNG_Egw_ N -ralF o (L o- TING ROW i t-ttp- d/? Llutrs / /- ? qJ o o 0RUll6 ^.- 3O( O.C. 6t EXISTING ROW (\. (\t ,-" EXISTING ROW -'*-^a'-- ,I EXIS R0lr o TA + 0 PRECAST CONCRETE BARRIER WALL RELOCATE . 160 LIN. FT. END JOB 020587 INCLUDES 2 TEMPORARY IMPACT ROAO fl) R[-2 ATTENUATION BARRIERS (48" X 30"r, CLOSED i. { ,/ t6'BAhR. TYP. IIIRT (9z 16'BARR. cl TYP. IIIHJ rj i./ ao :, olo STAGE 2 oN e, MAINTENANCE OF TRAFFIC DETAlLS SEOUENCE OF CONSTRUCTION 0rtE OAIE OTIE OAIE srarE .EosM *Er rEYrs€:o FAEO Rtnst0 f1E0 sr9 ALL IJAQES: USE ADVANCE W{RNING SIGNS LOCATED AS SHOWN IN THE UAINTENANCE OF TRAFFIC PLAN SHEETS.-. !,!E TRAFFIC DRUMS AND VERTICAL PANELS AS NOTED IN THE MAINTENANCE O} TRAFFIC pI-aH JxEeTS.To-- .,, ,,,' 6 ARr(. DELINEATE THE TIORK ZONE. ,.../, Jt r€. 020587 21 55 STAGE l: C0NSTRUCT DET0UR TO THE LEFT OF HWY. t38 AS SHOWN tN THE PLANS. ,,./l IIANTENANCE OF IRAFFIC OETAILS .'l STAGE 2{: UTILIZE DETOUR FROM STA.505+32 TO STA.5I4+I4 TO MAINTAIN TRAFFIC. NOTCH AND wIoEN , .' sTA.2rr+50 T0 sTA. 2t5+25 RT 0F Hlvy. r38. REMoVE ExrsrNc BRTDGE srA.2t8+09.2i ro 5rl zrg;ot.Zz' ROAD () R[-2 qgNSrRUqT NEw BRTDGE Sra.2t7+96.50 TO STA. Ztg+67.50. RECONSTRT]CT xWv. rSg (48" 4!D Srl.-ZreiZl- ro CLOSED X 30") STA.22I+IO. STAGE 28 TRAFFIC SHALL NOT BE PLACEO ON DETOUR UNiIL SiAGE ei IS EouFIirEb_ IHo ROAD fl) R[ -2 TRAFFIC RETURNED TO MAIN LANES. (48" x 30") FESSSI NSSSTI 16'BARR. cL0sE0 STAGE 28: UTILIZE FROM TYP. IIILT. DETOUR STA.5l.l+14 TO STA.52l+93 TO MA|NTA|N TRAFF|C. NOTCH AND WTDEN IIETSSI NSSSST Dar----4 l----'------7l STA.-22r+rO T0 STA. 225+25 RT. OF HIIY.138 AND STA. 227+t4.5O TO 229+50 nr. Oi nwf. t3B. REMbva 16'BARR. "V 16'BARR. EXTSTTNG lvooDEN BRIDGE STA.226+98.64 To STA. 227+13.79 ANO CONSTRUaT OAL. z,iz,isZ;it.C. Aoi-Cur_venr. IIESSSI ttESSS TYP. IIILT. t 7-- t a-7- TYP. IIIRT RECONSTRUCT HWY. r38 STA.225+25 T0 STA. ZZ7+tq.SO. 16'BARR. TYP. IIIRT. STAGE 3: UTILIZE HITY. I38 TO MAINTAIN TRAFFIC. NOTCH ANO TTIOEN STA. 216+25.00 TO STA.217+96.50 ANo sTA.219+67.50 T0 STA.22t+t0.00 HtIy. t38 '- ts- LT 0F aND srA. 225+25 TO SiA.227+t4.50 tt bF Hwi. rse. q ,|,, fllcE.l!!!fL- L]lI_oF PLA_C_E F|NAL sTRrprNG. TNSTALL ALL REMA|NTNG GUARDRIaL; oBr_rrEnrie-oEibun. z /o AND FINISH SLOPES WHERE NEEDED. o CONSTRUCTION PAVEMENT ^q!M! o MARKING - OBL. YELLOIT TRAFFIC ORUMS o 55'0.C. = 12 EACH n @ lr) ro -t- N STA. ll+50.00 + 6 N E xrs TING ROII- IN J0B 0205 EXISTING -Tn(\ VERTICAL PANELS LIMI TS t 0.C.55' : 6 EACH \ l PRbP. coNST. LIUITS 1 U$.ttTS- - r$1T5 rrrilriffii-i CONS, - d PROP " eaa?' .:\LrtElz-t,l - PROP. CONS o a VERTIC 0.c. DRUMS r EXISTING ROW i. t'utrs CONS, F CONSTRUCTION PAVEMENT o-' MARKING - WHITE ,|4 C, PRECAS T TE IVALL PRECAST CONCRETE BARRIER WALL RELOCA TE FT RELOCATE IOO FT. r@. - LIN. o- INCLUDES I INCLUOES I TEMPORARY IMPACT ATTENUATION BARRIERS ATTENUATION BARRIERS ROAD (D Ril-2 (l Ril-2 (48" X 30", ROAD (48" CLOSED CLOSED X 30-' ttEsstr FE-ssl 16'BARR. vr.==z ,BARR. IIESSSI NESSSI TYP. IIILT. TYP. IIIRT. o 16'BARR. ,8ARR. Ntsssr Fssss TYP. III L T. TYP. IIIRT. N o tu (r) -/ o / / 9' LO o rr) N tfl ro N -:' N N _4 JgW-- N .EXTSTTNG o o- .-4 EXISTING ROII -d L- Etr.iP. CCI']S f . l.turTs -/ !tJ F ---v* o !f @ o VERTICAL PANELS -Exrsilrc (\r U.c-ssl:'-s EACH-, now (\ -l_ _ I EXISTING ROW -" EXISTING ROI o CONSTRUCTION PAVEMENT MARKING - DBL. YELLOII + CONSTRUCTION PAVEMENT STA. MARKING - WHITE J 020587 (,z c I lflo C' STAGE 3 o{\a G MAINTENANCE OF TRAFFIC DETAILS OAIE DAIE lTIE OAIE 3r^rE FETDM sr EUSEO Frrao itv$to FrL0 *ETS 6 ARr(. J(E iO. 020587 22 55 P^vErfilr ulRrNG OETAI_S lo PAINT PAVEMENT MARKING 5" DBL. YELLOIV REFLECTORIZED PAINT 6" PAVEMENT MARKING ANo R.P.U.80 FT.0.C. II!IIIII -i-i-i-- ! PERMANENT PAVEMENT MARKINGS APPLY PERMANENT PAVEMENT MARKINGS ACCORDING TO STD. DIVG. PM-I REFLECTORIZED PAINT 6" YELLOW = 4018 LlN. FT.. 6" IVHITE : 4Ol8 LlN. FT. RAISED PAVEMENT MARKERS TYPE ll80'0.C.:25 EACH .NOTE: THE 6" YELLOW STRIPING OUANTITY HAS BEEN ESTIMATED BASED ON A OOUBLE YELLOW CENTERLINE STRIPE FOR THE ENTIRE PROJECT. THE PROJECT MUST BE MARKED FOR PASSING/NO PASSING ZONES PRIOR TO THE PLACEMENT OF ANY FINAL STRIPING. CONTACT THE MAINTENANCE DIVISION AFTER THE FINAL LIFT OF SURFACE COURSE HAS BEEN @ PLACED TO SCHEDULE THE ZONING OF THE PROJECT. (\o (\t GI o (Jz 6 rJ (t(o (\ao Eo PAVEMENT MARKING DETAILS lTIE OAIE I}TIE OTIE slll€ .E&&M 5 T IOIA Ev'l$! FfICO ifvrsfo frlfo SEIS 6 ART. Jf, T(tr 020587 23 55 0uA]{IrIrES CONSTRUCTION PAVEMENT AND PERMANENT PAVEMENT MARKINGS RAISED REMOVAL OF REMOVABLE REFLECTORIZED PAINT CONSTRUCTION REMOVAL OF PAVEMENT END OF PERMANENT CONSTRUCTION PAVEMENT MARKING STAGE 2 STAGE 3 PAVEMENT CONSTRUCTION MARKERS DESCRIPTION JOB PAVEMENT PAVEMENT MARKINGS PAVEMENT MARKINGS MARKINGS MARKINGS TYPE II ffEL/YEL) WHITE YELLOW LIN. FT.. EACH LIN. FT LIN. FT EACH LIN. FT. REMOVAL OF PERMANENT PAVEMENT MARKINGS 1247 1247 CONSTRUCTION PAVEMENT MARKNGS 7093 8036 15129 REMOVAL OF CONSTRUCTION PAVEMENT MARKINGS 1682 1682 /o REMOVABLE CONSTRUCTON PAVEMENT MARKINGS 760 760 RAISED PAVEMENT MARKERS T\PE II C/EL/YEL) 25 25 (6") REFLECTORIZED PAINT PAVEMENT MARKING WHITE 401 I 4018 (6') REFLECTORZED PAINT PAVEMENT MARKING YELLOW 4018 401 8 TOT 1247 1s129 1682 760 25 401 8 401 8 NOTE: THIS lS A LOWTRAFFIC DEFINED IN SECTION 604.03, STANDARD SPECIFCA' TRUCTION. NOTE: THE6"YELLOWSTRIPINGQUAN'ITTYHASBEENESTNIATEDBASEDONADOUBLEYELLOWCENTERLINESTRIPEFORTHEENTIREPROJECT. THE PROJECT MUST BE MARKED FOR PASSING/NO PASSING ZONES PRIOR TO THE PI-ACEMENT OF ANY FINAL STRIPING. CONTACT THE MAINTENANCE DIVISION AFTER THE FINAL LIFTOF SURFACE COURSE HAS BEEN PLACED TO SCHEDULE THE ZONING OF THE PROJECT ADVANC SIGNS AND DEVICES TEMPORARY FURNISHING & RELOCATING TEMPORARY TEMP. IMPACT IMPACT MAXIMUM VERTICAL TRAFFIC BARRTCADES (TYPE [D INSTALLING PRECAST IMPACT SIGN STAGE 1 STAGE 2 DESCRIPTION STAGE 3 TOTAL SIGNS REQUIRED ATTEN.BARR. ATTENUATION NUMBER SIGN SlzE NUMBER PANELS DRUMS PRECAST CONC. CONCRETE ATTENUATION (REPAIR) BARRIER REQUIRED BARRIER BARRIER BARRIER RIGHT LEFT (RELOCAT|ON) LIN. FT.. EACH NO. SQ. FT EACH LIN. FT, EACH vao-1 ROAD \A/ORK 15OO FT. 48-x48" 2 2 2 2 2 32.O vt20-1 ROAD WORK 1OOO FT. 48'x48' 2 2 2 2 2 32.0 \ 20-1 ROAD WORK 5OO FT. 48'x48" 2 2 2 2 2 32.O G20-2 END ROAD WORK 4A"p4" 2 2 2 2 2 16.0 va4-1 DOUBLE REVERSE CURVE RT. 36"x36" 4 4 4 36.0 Rl1-2 ROAD CLOSED 48"r0" 4 8 4 I 8 80.0 R4-1 DO NOT PASS 24"fiO" 4 4 4 4 4 20.o \t\121$e RIGHT SHOULDER CLOSED 36"136" 2 2 2 2 18.0 \ E-1 BUMP 30'a0' 4 4 4 4 25.0 VERTCAL PANELS 18 22 22 22 TRAFFIC DRUMS 31 42 27 42 42 4 6 4 6 96 TYPE III BARRCADE.LT. (16) 4 6 4 6 96 FURNISHING AND NSTALLING PRECAST CONCRETE BARRIER 200 200 200 RELOCATING PRECAST CONCRETE BARRIER 160 200 360 360 TEMPORARY IMPACT ATTENUATION BARRIER 2 2 4 4 (REPAIR) TEMPORARY IMPACT ATTENUATION BARRIER 2 2 4 4 ao TEMPORARY (RELOCAnON) ll\4PACT ATTENUATION BARRIER 2 2 4 4 (\.o (\I (\r o 291.0 22 42 96 96 200 360 4 4 4 IS A LOWTRAFFC VOLUME ROAD AS DEFINED IN SECTON 604.03, TIONS FOR HGHWAY CONSTRUCTION. - OUANTT|YESTIMATED. SEE SECTION 104.03 OF THE STD. SPECS. TO BE USED IF AND W-IERE DIRECTED BYTHE ENGINEER (,z Fe (to o o(\a E OUAN T IT IES O'IE 0^lE OATE O IE srlrf acrE @ sr lol& EYrSt! FAEO Rtvrs€D Ftrif 0 ffirs COLD MILLING CLEARING AND GRUBBING ASPHALT PAVEMENT 5 ART. CLEARING GRUBBING COLD MILLING J(E iO. 020587 24 55 STATION STATION LOCATION AVG.WIDTH ASPHALT STATION STATION LOCATION OU^NIIIES STATION PAVEMENT 2 1 6+00 222+Oo HWY. 138 b 6 FEET SQ. YD 225+O0 229+Oo H\ nr. 1 38 4 4 21 0+50 00 21 1+50.00 MAIN LANES 21 00 233 33 229+50.00 230+50.00 MAIN LANES 21.OO 233 33 TOTALS: 10 10 TOTAL: 466.66 REMOVAL AND DISPOSAL OF ITEMS AVERAGE MILLING DEPTH 1". MILLED SURFACE SFTALL BE EXPOSED TO NO MORE TFIAN 3 DAYS WOODEN /a GUARDRAIL STATION STATION LOCATION BRIDGE EARTHWORK UNCLASSIFIED COMPACTED - soll EACH LIN. FT. STATION STATION LOCATION / DESCRIPTION EXCAVATION EMBANKMENT STABILIZATION 217+59 21 8+09 HWY. 138 ON RT. 50 CU. YD. TON 217+59 2 1 8+09 Hm/.'t38 0N LT 50 ENTIRE PROJECT HWY 1 38 - STAGE 1 301 1 5880 219+61 220+51 HWY. 138 ON RT. 50 ENTIRE PROJECT HWY. 138 - STAGE 2 101 6 7150 219+61 220+51 HWY. 138 ON LT. 50 EN'IIRE PROJECT HWY. 138 - STAGE 3 1 5793 1 100 226+49 226+99 HWY. 138 ON RT 50 ENTIRE PROJECT APPROACHES 400 226+49 226+99 HWY. 138 ON LT. 50 CHANNEL CHANGE 2088 227+14 227+64 HWY.138 ON RT. 50 21 7+89.50 219+74.50 BRIDGE EXCAVATION 330 227+14 227+64 H\ f/ 1 38 0N LT. 50 ENTIRE PROJECT TO BE USED IF AND WHERE 500 226+99 227+14 H\ 1s8 1 DIRECTED BY THE ENGINEER ^/ TOTALS 19528 24530 500 TOTALS: 1 400 NOTE SHO\^/N ABOVE FOR THE REMOVAL AND DISPOSAL SHALL INCLUDE SEE SECTION 104.03 OF THE STD. SPECS. THE REMOVAL AND DISPOSAL OF ALL GUARDRAIL TERMINALS AND TERMINAL ANCHOR POSTS. STRUCTURES REINF. TEMPORARY CLASS S UNCL.EXC. STEEL. SOLID CULVERTS SPAN HEIGHT LENGTH CONCRETE. FOR STR.- WATER STATION DESCRIPTION ROADWAY SODDING STD. DWG. NOS. ROADWAY ROADWAY 48' 96' (GRADE 60) ACHM PATCHING OF EXISTING ROADWAY LIN. FT. LIN. FT CU.YD. POUNO CU.YD. SQ.YD. M.GAL. 227+07 7' x x DBL. 7' 62' R.C. BOX CULVERT 7 7 62 104 71 1 3676 69 16 0_20 PBC-1, RCB.1, RCB-2. SPECIAL DETAILS DESCRIPTION TON 51 0+00.50 iEXTUPLE 96" x 1 32' TEMPORARY PIPE CULVERT 792 PCC-1. PCI\i-1 ENTIRE PROJECT- TO BE USED IF AND WHERE 25 51 8+39.70 48' x 66' TEMPORARY PIPE CULVERT bb PCC-1. Pctvl-1 DIRECTED BY THE ENGINEER TOTAL: 25 55 792 104.7',l 1 3676 16 0.20 NOTE. QUANTry ESTIMATED. BASIS OF ESTIMATE; SEE SECTION 104.03 OF THE STD. SPECS WATER...... 12.6GA1./SQ YD.OFSOLIDSODDING NOTE: FOR R C. PIPE CULVERT INSTALLATIONS USE TYPE 3 BEDDING UNLESS OTHERWSE SPECIFIED. NOTE: FOR C.M. PIPE CULVERT INSTALLANONS USE TYPE 2 BEDDING UNLESS OTHERWSE SPECIFIED. EROSION CONTROL PERMANENT EROSION CONTROL E WATTLE (20') SAND BAG SECOND -SEDIMENT MULCH 18'FILTER ROCK DITCH STATION STATION TEMPORARY MULCH DITCH DITCH SILT FENCE LOCATION SEEDING LIME WATER SEEDING WATER SOCK CHECKS REMOVAL & COVER SEEDING COVER CHECKS CHECKS APPLICATION DISPOSAL (E-1) (E-s) (E-s) (E{) (E-1 1) ACRE TON ACRE M.GAL. ACRE ACRE ACRE M.GAL. LIN. FT BAG CU.YD. LIN. FT CU. YD. ENTIRE PROJECT CLEARING AND GRUBBING 7.A7 7.87 160 5 12 1 904 76 ENTIRE PROJECT STAGE 1 1.93 1.93 39.4 I 550 ENTIRE PROJECT STAGE 2 2.14 2.14 43.7 24 10 ENTIRE PROJECT STAGE 3 202 4.04 202 206.0 2.02 1.17 1 .17 23.9 -ENTIRE PRO AND WHERE DIRECTED BYTHE 0.51 1.O2 051 52.0 0.51 3.28 3.28 669 45 500 22 12 614 33 TOTALS: o 2.53 5.06 2.53 258.0 2.53 16.39 16.39 334.4 45 500 22 57 3058 143 (\I6 BASIS OF ESTIMATE: LIME ...... 2 TONS i ACRE OF SEEDTNG ctC'T WATER...- ..102.0 M G.i ACRE OF SEEDING 9 WATER. .-20.4 M G /ACRE OF TEMPORARYSEEDING WATTLE DtrCH CHECKS ...... 9 LIN. FT. / LOCATION SAND BAG DICH CHECKS...... 22 BAGS / LOCATION ROCK Dn-CH CHECKS...... s CU.YD./LOCATI0N NOTE: THE TEMPORARY EROSION CONTROL DEVICES SHOWN ABOVE AND ON THE PLANS SHALL BE INSTALLED IN SUCH A SEQUENCE AS TO DETER EROSION AND SEDII\'ENTATION ON U S WATERWA\€ AS EXPLAINED BYTHE NATIONAL POLLUTANTDISCHARGE ELIMINATION (, SYSTEM PERMIT- c F -QUANTITIES ESTII4ATED. (lo o SEE SECNON 104.03 OF THE STD. SPECS. o6a oa OUANTITIES O^IC OTIE DAIE OAIE slll€ .EreM SEI rorrt EYlsEO FATCO Rfus€o fIUEO h ffirs 6 lRr(. EROSION CONTROL MATTING JI t(L 020587 25 55 OUANIIIES LENGTH CLASS 3 STATION STATION LOCATION LIN. FT SQ. YD. 216+00 00 21 7+96.50 HWY. 138 ON RT 196 50 174.67 219+68 00 223+00.00 HWY 138 ON RT 332 00 295.1 1 21 9+67.50 221+2O.oo H\ 1 38 0N LT 152.50 135.56 ^/. TOTAL: 605.34 NOTE: AVERAGE WDTH = 8'{" /0-2 GUARDRA!L ASPHALT CONCRETE PATCHING FOR THRIE BEAM GUARDRAIL MAINTENANCE GUARDRAIL OF TRAFFIC GUARDRAIL TERMINAL STATON STATION LOCATION IrYPE A) TACK COAT TERMINAL (rYPE 2) LOCATION TON GALLON LIN. FT EACH ENTIRE PROJECT - TO BE USED IF AND WHERE 25 50 214+65.97 217+a7 10 H\ 250 1 1 DIRECTED BY THE ENGINEER 215+44.94 217+87.10 HWY.^/.1380NRT. 138 ON LT 175 1 1 2 1 9+76.90 222+20.65 HWY. 138 ON LT 175 1 1 TOTALS: 25 50 21 9+76.90 222+95.65 HWY. 138 ON RT. 250 1 1 NOTE: QUAN]TflES ,IO4.O3 SEE SECTION OF THE STD. SPECS. BASIS OF ESTIMATE: TOTALS 850 4 4 ASPHALT CONCRETE PATCHING FOR MAINTENANCE OF TRAFFIC...25 TON/MILE TACK COATFOR MAINTENANCE OF TRAFFC... ..50 GAL./MILE CONCRETE DITGH PAVING APPROACH GUTTERS AND SLABS DITCH PAVING SOLID LENGTH WATER APPROACH REINFORCING AGGREGATE STATION STATION LOCATION TYPE B SODDING APPROACH GUTTER STEEL-RDWY. BASE CRS. LIN. FT. FEET SQ. YD. SQ. YD. M. GAL. STATION STATION LOCATION SLABS (TYPE 226+60.00 226+90.16 H\AIY. 138 ON RT 30 16 6.00 20.11 13.40 o.'t7 A) (cR.60) (CLASS 7) 227+23.84 227+65.00 H\ 1L1380NRT 41.16 6.00 27.44 18.29 o.23 cu.YD. CU.YD 'POUND TON 217+66.50 2 1 7+96.50 HWY 138 ON LT 4-25 360 2 1 7+65.00 21 8+00.00 HWY. 138 ON LT 35.00 6.00 23.33 15.56 0.20 217+66.5O 217+96.50 HWy. 138 27.30 2110 23.3 225+95.0O 226+90.1 6 HWY. 138 ON LT 95.16 6.00 63 44 42.29 0.53 217+66.50 21 7+96.50 HWY. 138 ON RT 425 360 227+23.84 227+80.00 HVW. 138 ON LT 56.16 6.00 37.44 24.96 0.31 219+67.50 219+97.50 H\A/Y. 138 ON LT 4.25 360 219+67.50 21 9+97.50 HVVY. 1 38 27.30 21 10 23.3 219+67.50 21 9+97.50 HUry. 138 0N RT 4.25 360 TOTALS: 171.76 114.50 1.44 BASIS OF ESTIMATE: w4TER...... -...... 12.6 cAL. /SQ. \O. OF SOLTD SODD|NG. TOTALS 17.00 54.50 5660 46.6 USE T =1 s" FOR 4' SHOULDER. ACHM SURFACE AGGREGATE BENCH WIDTH couRsE (r/2") 220 LBS. BASE COURSE MARKS SELECTED PIPE BEDDING STATION SIDE LOCATION PER SQ. YD. (PG 64-22) (CLASS 7) BENCH MARKS SELECTED STATION LOCATION PIPE @ EACH LOCATION o FEET so.YD. TON TON BEDDING 218+82 H\AA/. 138 - BRIDGE 1 6a 217+10 LT HWY. 138 16 43.98 4.84 76.67 END ON LT N 227+07 HWY. 138 - HEADWALL ON RT 1 cu.Yo. N o ENTIRE PROJECTTO BE USED IF ENTIRE PROJ RYDRMES 15.00 AND WHERE DIRECTED BYTHE 100 TOTAL: 2 ENGINEER NOTE: SHO\Mrl FOR ONLY. BENCH MARKS TOTALS: 43.98 1.81 91.67 SHALL BE FURNISHED AND PLACED BYSTATE FORCES. BASIS OF ESTIMATE: TOTAL: 100 ACHM SURFACE COURSE (n") ...... 94.8% MtN. AGGR...... 5.2o/o ASPHALT BTNDER NOTE : QUANTI-FY ESTIMATE D. MAXIMUM NUMBER OF GYRATIONS = 115 FOR PG 64-22 z SEE SECTION 104 03 OF THE STD- SPECS (, , QUAN'ITryESTIMATED tsc SEE SECTION 104.03 OF THE STD. SPECS. @ .o TO BE USED IF AND ffiERE DIRECTED BYTHE ENGINEER ct oN E OUAN T IT IES fE@ O^IE OAIE OAIE t}^IE stltE IEosM *EI tor& cvrsa! Ft,rao REVrSt0 flt.0 osrro E srltErs 6 ART. JG iF. 020587 26 55 OUANIIIES /0 SOIL LOG LATITUDE LONGITUDE DEPTH LIQUID PLASTICITY AASHTO STATION LOCATION COLOR LIMIT INDEX CLASSIFICATION DEG MIN SEC DEG MIN sEc FEET 214+OO 33 44 6.70 91 33 43.80 6'RT 0-5 36 24 A$(11) BROWN 214+OO 33 44 6.70 91 33 43.70 18'RT 0-5 35 22 A$(18) BROWN 224+55 33 44 14.50 91 33 36.90 20'LT 0-5 35 23 A$(17) BRO\A/N 224+59 33 44 14.50 91 33 37.20 6'LT 0-5 33 21 A$(14) BRO\AiN 224+59 33 44 '14.60 91 33 37.20 18'LT 0-5 42 29 A-7-6(26) BRO\AN SOIL CHARACTERISTICS TABULATED ABOVE ARE REPRESENTATME AT OF THE SAMPLE, AND FROM SURFACE INDICATIONS ARE T\?ICAL FOR THE LMTS SHO\^N. THESE DATA ARE SHOWN FOR INFORMATION ONLY. THE STATE WLL NOT BE RESPONSIBLE FORVARIATIONS IN THE SOIL CHARACTERISTICS AND/OR EXTENT OF SAME DIFFERING FROM THE ABOVE TABULATIONS. Z. AUGER REFUSAL NP - NON.PLASTE ND. NOTDETERMINABLE o o G' N N o z q(, .rl@ No eo OUAN T IT IES roTl OITE OATE OAIE DAIE stlt: ICos M *:r ESSED FlIEO REVrSt0 fluEo ffits 6 AR(. .n rc. 020587 27 55 OUANIIIES BASE AND SURFACING AGGREGATE BASE TACK COAT ACHM BTNDER COURSE (1") couRsE {curss 7t ACHM SURFACE COT RSE (r/2") LENGTH STATION STATION LOCATION (0.05 . YO.) to.17 IL. PER S( t. YD.t TOTAL TON TOTAL AVG.WD. POUND PG64-22 AVG.WD. POUND PG61A2 AVG.WD. POUND / PG64-22 TON TOTAL WID SQ.YI) SQ.YD. SQ.YO. PG61-22 STATION' SQ.YD. GALLON SQ.YD. GALLON GALLONS SCIYD. ' SQ.YD. ' SQ.YD. FEET FEET FEET FEET TON FEET TON FEET TON TI M 21 0+5O OO 21 1 +50 00 HV1 / 138IRANSn]ON 100 00 20 00 22222 37.70 37.78 2400 26667 220 00 29 33 29 33 2'13+1512 HVU/ 138 NOTCH & WDEN 165 42 VAR 268 61 32 99 606 36 30.32 30 32 459 84.36 330 00 13 92 4.40 I .87 22000 890 24.OO 441.12 22000 48 52 57 42 HVU{ 138NOTCH&WDEN 107 05 92 50 99 02 3287 390.97 19 55 19 55 454 54 00 330 00 891 433 24_OO ,I38NOTCH&WDEN 51 50 220.00 5.67 285 47 22000 31 40 37 214+2247 214+5597 HVVY 33 50 92 50 30 99 3297 122.72 614 614 4.59 17.09 330 00 282 438 16 30 22000 1.79 24.00 89 33 220.OO 9.83 11 62 214+55.97 215+01.44 HWY 138 45 47 92.50 42.06 6A 71 u7 14 17 36 17 36 22.46 113 47 330 00 18.72 25 11 41 220 00 1237 2400 121 25 220.OO 13 34 2571 215+01 44 215+35 92 t-]v\r/.138 3/.48 92.50 31.89 6A71 26324 13 16 13 16 22.46 86 05 330 00 14.20 .25 .24 220.OO 938 2400 91 95 220 00 10 11 '19 4S t-ivu/ 138 230 58 92.50 21329 687',| 't760 35 88.02 aa02 2246 575 43 330 00 94 95 22.25 570 05 22000 6271 2400 6'14.88 220_OO 67 64 130 21 9+97.50 222+30 61 HVYi/ 138 233 11 92 50 215_63 687'l 1n967 88.98 88 98 2246 541 74 330 00 95 99 2225 576 30 22000 63 39 24 00 621.63 220 00 68 38 131 222+30.61 222+& 1'l HWY 138 33 50 92 50 30.9S 68 7'l 25575 't2 79 12.79 2246 83.60 330 00 13 79 25 a2a2 220 00 911 2400 8S 33 220 00 983 18 94 /. 222+64 11 2231{5 65 t-M 138 41.54 92.50 38.42 68 71 317 13 15 86 15 A6 2246 103 67 330 00 17 11 .25 70 220.OO 1 1.30 24.OO 1',to77 220.OO 12 1A 23 4A l-fwY. 138 33 50 92 50 30.99 6871 25575 12.79 12.79 22 16 83 60 330 00 13 79 2225 8282 22000 911 24.00 89 33 220.OO 983 18 223+39.15 227+14 50 HVVY.138 375 35 s2 50 u7.20 68_7'r 2865 59 14329 14328 2246 936.71 330 00 154 56 2225 927 95 22000 102.O7 2400 1000 93 220 00 '110 10 212 17 227+14 50 229+50.00 FMTY. 138 NOTCH & WDEN 235 50 VAR 24',t 27 29 09 761 1S 38.06 38.06 2.60 68 03 330.00 11 22 49 65 16 220 00 717 2400 628 00 22000 69 08 76.25 229+50 O0 230+50 O0 FIVVY. 138 IRANSTNON 100.00 20 00 222.22 37.78 37 78 24.OO 265 67 220 00 29 33 2933 DETOUR HATY 138NOTCH&WDEN 1456l VAR '172 79 VAR 237 59 22000 26 13 26 '136 506+84 06 512+E5 85 DETOUR - l-N\rr'. FULL DEPTH 601 79 177 25 1066 67 2400 160477 220 00 176 52 't76 52 512+85 85 516+08 94 DETOUR- l-I/Ur/. 138 NOTCH & WDEN 323 09 VAR. 314.91 VAR 409 96 220 00 45 10 45.10 516{8 94 520+65 34 DETOUR.I-[V\A/ 138 FULL DEPTH 456 40 177.25 808.97 2400 1217 07 220.OO 133 88 13388 't6'r.23 DETOUR-T{WY 138 NOTCH& WDEN 170 04 VAR, VAR 208 80 220.OO 2297 229 210+46 60 210+79 60 HWY 138-ONRT 33 00 18 50 6_1 1 275 10 08 220 00 11'.| 1.l',1 210+79 50 212+67.75 HWY,I38-ONRT 188.15 37 00 69 62 550 114.94 22000 't2 65 'l '138 t-Iv\M - ON RT 263 15 37.00 97.37 550 160 81 22000 17 69 17 218+3'1.90 218+64 138 - ON RT 33 00 '18 90 HWY 50 611 2.75 10 08 220.O0 1.11 1 '18 209+64'10 209+97 10 HWY. 138 - ON LT 33_00 50 6.11 275 't0 08 220.OO 111 111 209+97'lO 212+60 25 FM /. 138 -ON LT. 263 15 37.00 97.37 550 '160 81 220 00 17 69 17 6S 2'15+6'125 217+49 40 FIVVY, 138. ON LT, '188 15 37.00 69.62 550 11498 220.OO 12 65 12 65 HVU/. 't 38 - ON LT 33 00 18 50 6.11 275 10 08 220.OO '1.'11 11 ADDI' 21 'l +50 O0 213+15 42 HWY 138 165 42 20 00 367 60 62 49 62 49 2000 VAR VAR 100 98 Ffvu/.138 235 50 20 00 523 33 88 97 88 97 20 00 VAR VAR 57 42 505+38 45 522+35.38 DETOUR - I-IVVY- 138 20_00 3770 96 64'l,06 641.06 VAR VAR VAR 20 99 ADDI' ,I38 HWY NOTCH & WDEN 451 08 60.00 511 22 511 22 20 00 VAR VAR. 382 93 342 219+97 50 HWY 138NOTCH&WDEN 7't7 00 60,00 4780 00 812 60 8'12.60 20 00 VAR VAR 887 04 887 ADDITIONAL FOR SUPERELEVANON 212+3492 217+96.50 FM /. 138 561.58 VAR 2001 508+02 6,4 5'12+19 62 DETOUR.H\AIY 138 416 98 VAR 15_90 o 516+4549 520+31 37 DETOUR - HVTY 138 385 88 VAR 13 75 a\o /t523.01 486 31 12893.53 )191 9n (\tN 2670.21 2787.7s 639.37 1572-94 4947.42 988_62 256t-56 BASIS OF ESII\,AIE' o ACHMSURFACECOURSE(1/2)...... 948%MN AGGR,...... 5.2% ASPHALTBNDER ACHMBTNDERCOURSE(1) ._,95.6%MrNAGGR ... .44%ASPHALTBTNDER ,I,I5 MAXI\,UM NUMBER OF GYRATIONS = FOR PG 64-22 TACK COATQUANITIES WERE CALCULAIED USNG THE EMULSIFIED ASPHALT RATES REFER TO SS4OO-1 FOR THE RESIDUAL ASPHALTAPPLCATION RATES (,z e (t@ (\o o e, OUAN T IT IES DIE 0rrE orrE BE EI ut urE ttaI fEo. lo tBo.J. xo G ET EvtgE0 FtLrto EYts€0 FtLrt0 ffit.E 3 GL JS lO. 020587 2, ts- of126 - oUANT|T|ES - 50283 SCHEDULE OF BRIDGE OUANTITIES - JOB NO. O2O587 IIEU NO. 205 80r ss & 802 SP, SS. & 802 801 804 804 ss & 805 ss & 805 ss & 805 ss & 805 sP. ss. & 807 ss e 808 8r2 8r6 8r6 REMOVAL OF UNCLASSIFIED CLASS CLASS cLAss r REINFORCING EPOXY STEEL SHELL STEEL SHELL PILE STRUCTURAL ELASIOMERIC BRIt)GE OUMPEO FILIER a EXISTING EXCAVAIION 2 UNIT S S(AE) PROTECIIVE STEEL- COAIED PILING PILING PREBORING EI'ICASEMENT SIEEL IN BEARINGS NAME RIPRAP BLANKET dJ ITEM o OF BRIDGE FOR CONCRETE- CONCRETE. SURFACE BRIDGE REINFORCING (5'DIAMEIERI (24" DIAMETER) BEAM PLATE Q U= SPANS G S]RUCIURE STRUCTURE STRUCTURES - BRIt)GE BRIDGE TREATMENI (GRAOE 60) SIEEL (M @ 2?0. ITYPE D) z (srTE N0. _ l BRIDCE (CRADE 60) GR.50rlr LUMP SUM cu. Y0. YD. CU. cu. Y0. GAL. LB. LB. LIN. FT. LIN. FT, LIN. FT. LIN. FT. LB. cu. rN. EACH cu. YD. s0. Y0. e BENT NO. I 22 t2.t2 t.068 232 156 10 t63 299 OU BENT NO.2 t4,42 r.r25 296 56 r.2r8.0 @ @G BENT NO.3 t4.42 r,r25 296 64 r.2r8.0 N I'a o 14.42 t,t25 296 24 r.2r8.0 BENI NO.5 6<=d 22 t2,t2 r.067 232 336 40 t35 24t = I7O'.0" CONT. INTEGRAL W-BEAM UNIT 20t.30 t4.r 44,7 46 80.380 I (ExtsItNG srTt N0. | BR. N0. ll3t22l I 44 67.50 20t.30 t4.t 5.5r0 45,2t0 692 888 80 t44 80.380 3,654.0 I 298 510 Jril P00L t)ESIGN STCIION SUPERVISOR SCHEDULE OF BRIDGE OUANTITIES ABLES CREEK STR. & APPRS. (S) DREW COUNTY @ PROFESSIONAL o ROUTE I58 SEC.3 ENGINEER *t t ARKANSAS STATE HIGHWAY COMMISSION a No. LITTLE ROCI(. ARX. U Dirll lYr JBO or:rErOT/13/18 Ft Elallc, b02O587-ql.dgn o c'ec.eoa'f NONE lK[?-o^tE"iq-\/ti? SCILET z 0€96ilE0 lYt 0rrB - d IIME E]GI]€CT C BRtocE N05. 07426 oRAW|NG N0.60281 0llE OAIE DAIE OAIE slllE fEou M. sEr IOI& NEVB€O frrf0 ftn$0 t:t/c0 *f t< OF 6 ARl(. ITEM NUMBER JG ib. ITEM QUANTIry UNIT 020587 29 55 OF OUANTIIES & REVISONS 201 '10 STI 'UJMARY 10 STATION AND 400 OF EACH 210 t10 COMPACTED EMBANKMENT 24530 ) &210 500 TON ss & 303 AGGREGATE BASF COIIRSF /C T N GAL. SP 1 TON sP ss R do6 BINDER 2A & 6117 MINEML AGGREGATE IN ACHM S( ,cE couRsE (1/2') 2433 T sP. ss. & 407 HM 3 TON il-% 467 ASPHALT CONCRETE PATCHING F MAINTENANCE OF TRAFFC 25 TON SP & 415 TON 504 PROACH 54 cU I APPROACH GI IMPS 17.00 CU\ 601 oo LUMP SUM 1 l 1.00 LI.JMP 603 66 6n1 LIN- FT 7a & 604 291 SO. FT ss & 604 2 LIN. FT. is A 604 DRUMS EA :URNISHING AND INSTALLING PREC ICONCRETE BARRIER 200 LIN. FT 604 LIN. FT. 604 CONSTRUCTION PAVEMENT 15125 REMOVABLE CONSTRUCTON PAVEM T MARKINGS 76.lJ LIN. FT 604 IIN FT BO4 REMOVAL OF PERMANENT PAVFMFI 1247 & 604 ,t EACH ss & 605 100 ct- & 7 450 LIN. FT ss & 617 FAt]H 4 EAC 620 5 TON 620 2.5 RF & 62fJ 14.92 ACR 594 0 M. GAL. 621 '16 RF 3068 LIN 62'l , BAG 621 IMENT '143 621 RO(:k nrcH cHFCkS ss & 621 6t1 LIN. FT. 45 )qa ACRE 624 so. YD. EROSION CON'IROL MATTING AS 605 /D ROADWAY CONSIRUCTION 'CI CONIT 1.00 LUMP I 71A REFLECTORPFD PAINT PA\/FMFN 71F LIN, FT. 4018 r '21 RAISED PAVEMENT MARKERS iTYPE 25 731 BARRIE EACH 731 4 FA H 4 EA 801 CU. YD ss R Rn2 104.71 9A) 19336 POt ,1 00 LUMP SUM LUMP SUM M & go2 67.50 CU. YD sP. ss. & 802 c ?o'l CU. YD. 14.1 G, REINFORCING STEEL.BRIDGE (GRADF 5510 POt t4 STEEL tqr ao POUND & 805 STEEL ss IIN trT o 888 & aos (\Io AO LIN- FT, ss & 805 LIN. FT. o SP. SS. & 807 (\ 80380 & aoa 3654.0 CU 412 1 EACH 816 FILTER BLANKET 540 aJ6 298 REVISIONS (Jz DATE REVISION e SHEET NUMBER ts 11t20DO1A ADDED PECAL 3.29 @ trto (\Io e, SUMMARY OF OUANTITES & REVISIONS FErc IOII OAIE OTIE OAIE 0lIC srlt: aEmru ffit EYISI' rtl/Eo REust0 FlIEO qsrm rc. srtErs 6 AR(. JG lIO 020587 30 55 SNVEY COIIIROT DEIAT.S /o SIJRVEY Co..ITROL COOFIO I NATES Proiect. Nilcr sO2O587 Oa|ge. lO/6/2016 Coordinatc Systmr ARKAI{SAS STATE PLAI€ - SOUTH ZO[\E BASEO ON STATTC GPS PTS | - 6. HWY. 138 PROJECTED TO GROI.hD. Units. U.S. SI-RVEY FOOT POINT NO. TYPE STAT I ON NORTH II\G EAST II\G Point aooo POB 200.oo. oo r 700293. O87r t4449t6.339r Nam North i ng Ea.t i n8 Elev Featurc Oescription aoor PC 2r3.5a.87 l70r5r r.8t44 14455,0,8.2634 aoo3 PT 216.76.55 r 70r 785. 5505 1445676.2382 I r 7005 r o. 0543 t4450,07.2A94 t55.5r3 CTL AHTD STD. MON STAMPEO PN. I r38 8004 PC 233.r4. r2 1703093.7267 1446667.9135 2 170t271.e€59 1445375.*92 r55.7r3 CTL AHTO STD. MON STAMPEO PN.2 r38 aoo6 PT 241 .43.80 17038.26.4570 t 447038.7374 3 1701a33.9774 ta45,692.6742 158.762 CTL AHTO STD. MON STAMPEO PN.3 r38 8007 POE 251.57.40 170,4798.2034 1447326.9934 4 17026]16.3379 t 446347. O6t7 r 55. 338 CTL AHTO STD. MON STAMPEO PNr 4 r3a 5 r 70356 r . O32 r r4465r. r842 t*.728 CTL AHTD STO. MON STAMPEO PN.5 t3a 6 1704345.370,4 t 447 176.2555 r 55. 503 CTL AHTD STD. MON STAMPEO PN.6 r3a 900 1700739.7326 r445r07. 06r9 l5l. 169 TBM SQ cuT 23.a w oF c/L Hrvy r38 sQ cuT ToP CNTR 36. RCp 901 r70r900.3r04 1445747.1924 r56.9t6 TEIM SQ cuT sw cR Fr BR r3.2 w oF c/L l.twy r38 x)2 1702613.9754 I 4452Aa. 0543 r 55. 961 TBM SQ cuT w BR l{.Et RA|L 13.7 t{w OF C/L HWy l3A oETOLR r{WY. t 38 .Note - Rcber and Cap - Stancra?d - 5/8' Rebar eith 2' Atminn Cap stsrped r(standard markings cmn to all caps). or as indicatcd POINT NO. TYPE STAT lot.l NOFITH I iIG EAST ll.lc (otier markings indicatcd in thc point dcscription individual pointl. of thc aooa ;oB- OO l r r r USE CAF . l.O FOR STAKEOUT FOR THIS PROJECT 5OO.OO. 70 02. 6520 445309. 5371 aoo9 PC 5O4.5a.49 1701515. 0723 r 445509. A PROJECT CAF OF 0.9999243496 HAS BEEN USEO TO CorIPtJTE TIT ABOVE @otJI\D COORDINATES. 845€ 801 I PT r I r THIS CAF IS INTEISEO FOR USE WITHIN TIf PROJECT LIMITS. *7.73.65 70 805. 55aO 44563r. 6793 . aor2 rc 5O8.18. 04 1701847.378'4 1445646.5727 GRID OISTAI\CE GROU\D OISTANCE x CAF. PT GRID COORDINATES ARE STOFED FILE 80r4 512.o4.22 17o2142.2137 1445844.5673 IIDER MitlE sO2O587gi.ctt 80r 5 PC r 4339 HORIZONTAL DATti,l. NAO 83 ( 1997, 5r2.35. 02 702r 58. 144591O.7478 801 7 PT 514.48.39 r 70230r. 6l 56 1446067.2823 VERTICAL DATW. NAVD 88 POSITIONAL ACCURACY THIRD OFDER. tJiI-ESS SPECIFIED OTHEFUVISE AT A SPECIFIC POINT. 80r8 PC 514.48.39 r 70230r. 6r 58 1446067.28,25 ao20 PT 516.15. l9 170.2447.6301 t 4461 46.70,09 aozl PC 516.66.71 170.2495.97AO 1446164.49t3 REFERENCE POINTS ( I5OO SERIESI ARE TO BE USED TO ESTABLISH CO{TROL PT 170.2764. r IF TI{E PRIMARY CONTROL POINTS ABOVE HAVE ao23 52O. lO. l5 A37t 446369. a546 LTSTEO BEEN OESTROYED. ao?4 PC 520,52.59 17027A9.4573 144640,4.4291 REFERENCE POINTS ARE NOT TO BE USEO FOR VERTICAL CONTROI- ao26 PT 522.26.40 I 7029 l O. 0506 1446528.6761 BASIS OF BEARltlG, @27 POE 522.3a.77 | 7029 r 9. 9060 1446536.1470 ARKAT{SAS STATE PLAI€ GFIID BEARINGS - O3O2-SOIJTH ZOI€ OETERUII€O FROM GPS CONTRq- POINTS. BASEO ON STATTC GPS PTS I - 6 COI\VERGEI\CE Al{GLEr OO-14-43 RIGHT AT LT, 33-44-Og LGr O9l-33-42 GRID AZli,lJTH. ASTROI\O|V||CAL AZltuTH - CO.IVERGENCE AIIGLE. (o o GI (\ o z 6o (oFJ o(! o(\ E SURVEY CONTROL DETAILS OATE .,TIE DAIE O^IE statE fEo4ru lffl r€YE{:o FAEO REYISTO rfrI0 ffirs HWY. I38 OETOUR Pl = 506+15.23 6 lRr(. A: 6'r8'12"1T. D= 2'00'00" HIIY.: I38 DETOUR JI tIG 020587 31 55 T= t57.7 4', Pl 510+18.79 L: 3r5.r6' A = 38'37',03"RT. SBVEY CO{IROT DEIAI.S PC: 504+58.49 D r0'00'00" PT: 507+ 73.65 T 200.74', o e: MATCH EXISTING L 386.t8', tr) PC 508+18.04 @ I 6 o tr) PT 5t2+04.22 N + LO e o.too'/' F Ls 27s'. L to (\,o Te-yz-yrTr- c, ,. HTY I38 DETOUR PI = 5r3+42.95 g A . 2t'2O't4"LT o 0 : 10'00'00" oq T r07.94', I F * tr) o JUI,I, L 2t3.37' q o |r) 9 o o PC 5r2+35.02 HIYY. I38 OETOUR + '+q HIYY PT 5r4 +48.39 Pr 515+32.38 cv z HWY t38 = :. tr NO l6'40'49"LTl cv c N PI 2r5+r6.23 SUPER A = 4 A ['15'32"RT, D = |O'00'OO" 4r' I 84.00' D 3'30'00" ta T = o- L: r66.80' '$ T r5r.36' +48.39 Ll 32r.68'. E s PC: 5r{ PC 213+54.87 - PT= 5t6+t5.r9 4n NO SUPER PT 216+76.55 e. e 0.076'/' uo Ls 300' I + - HtvY. r38 { F a,' I38 OETOUR PI 521+40.17 A t7'22'53"LT D r0'00'oo" HYIY I38 DETOUR T 87.58', PI 5r8+43.76 L r73.8r HIIY'. r38 A 34'20',57"RT PC 520+52.59 D r0'00'oo" PI = 237+35.48 PT 522+26.40 A ll'15'32"RT. T t77.05, NO SUPER = L 343.44'. D = 3'30'00" PC 5r6+66.7r o T = 161.36' o PT 520+10.15 (o Ll = 321.68' o r) 1r) e o.too'/' PC = 233+t8.t2 PT 24r+43.80 + 6 N Ls 275' = N o 6= 6= |r) rO F N ro o DE o.' o o- c! o o- (L HIYY. 5r SURVEY BASELINS Nt3'5z',58-E ll lor.7l' o v (\o orrn (\ (\ nb o '+% a, I G \ % 'i I 2 co (t(D o o(\I G SURVEY CONTROL DETAILS THRIE MIE OTIE OAIE 3ITIE ,€T TOT4 BEAM GUARDRAIL EvtsE0 faEo d0lEo FLEO 'EADM sr{Els GUARDRAIL GUARDRAIL TERMINAL STA. STA. SIDE (TYPE A' TERMINAL (TYPE 2} 6 ARr. 2t4+65.97 2t7+87.1O HlIy. t38-RT. 250 LtN. FT. tEA. tEA. - rN PLACE .N MI 215+44.94 2t7+87.t0 Htvy. t38-LT. t75 LtN. FT. tEA. tEA. sTA.2r7+r0 0205E7 32 55 Hryy. APPROACH ON LT. 2f9+76.90 222+20.65 t38-LT. t75 LtN. FT. tEA. tEA. PIAN AiID PRffr-E SHEEIS 2f9+76.90 222+95.65 HWy.t38-RT. 250 LtN.FT. tEA. tEA. REMOVE sTA.214+50 - CoNSTRUCT *:) APPROACH ON LT. = 1OO CU. YD. } DENOTES PAVEMENT TRANSITION ,,,, ENTIRE PROJECT WITHIN REMOVAL AND DISPOSAL OF GUARORAIL 88 FLOOOPLAIN EOUNDRY DENOTES DUMPED RIPRAP #t '17 'l STA. STA. SIOE LIN. FT. 217+59 2r8+09 RT. 50 217+59 218+09 LT. 50 1.c.L.- -' EB 219+61 22O+51 RT. 50 219+61 22O+51 LT. 50 A" \ *..o .s TE DITCH /o EJ''_IIIG .qr$ .:'*-'_: rv\ -__tc€ -In N\ qh -e*"a ro N N ?FoE {.*. EXISTING ROW I CbIST. Dmrs \, N t_:t' S I PROP. c0NS CONST. LtlltT -r'. Lnt TS '*o PROP. **-:- 1_ PROP. ,. N LIMITS I LtlJtls L-- PROP. CONST . CONSI LIM TS iY E F .-.i::*"'. o- PI : G 215+16.23 EXISTING ROIV .'*--,..;:: A = ll'15'32"RT. sTA. 2r?+96.50 - STA. 2t9+67.50 D = 3'50'00" BRIDGE NO. 07426 - CONSTRUCT T r6t.36' id, 170'-0" coNTrNUos coMPosrTE TNTEGRAL f,-BEAM (40'-45'-15'-40'l L 321.68', ,'Y, 30,-0" CLEAR ROADWAY PC 2t3+51.87 I7I"O" BRIDGE LENGTH \ PT 2r6+76.55 e 0.076'/' sTA.218+09.23 - STA.2t9+6t.22 - tN PLACE Ls 300' BR. NO. M3r22 I53'PRECAST CHANNEL BEAMS SUPPORTEO BY TRESSEL EENTS WITH TIMBER PILING REFER TO SURVEY CONTROL DETAIL SHEETS FOR HORIZ AL AND VERTICAL CONTROL DATA. REMOVE AS EXISTING BRIoGE STRUCTURE (SITE N0. l,: t.00 LUMP SUM HWY. I38 STA. ,92 BEGIN TION : I I STA. 7t (0.07r'l1 TroN I ABLES CREEK AT STA. TO STA. 73 I STA. ,TION IS CLASSIFIED AS 5 c.F, I ELEVATION IS I58 FT t- TEUPORARY fILL OF 200 1"" 2ll+ 0.00 BEG N J 0 0 I r90 B I ELE V -l 56 is 7 I L--- I 99. LOG MILE r5.Br I I i _t_80-_ 170 )70 K.2i4.38 vc.500' 160_ - e.0i+8' r@ K.2t54.38 T -5r2 o.oot vc,.300' VC er- I' r50.0 ELEV. r50.0 t50 i -t I @ o ,oo ] r40 N 1 (\t I (t I o I I '=o I I r30 I I (Jz ,ro I 6 -t rj @ o(l (T ,,^l Go 2l O+OO l.OO 2t2.OO 2r 3.OO 21 2l 5.OO 2r 6.00 2t7.OO 2r 9.OO 22O,OO 22t.OO .OO 223.OO 224.OO 225.OO tot{ I}^IE (TTE DATE O^IE SITT: Eo[M *EI EYISED 91r/Eo REYISEO fLED SEIS STA.226+98.64 - SIA.227+13.79 - rN PLACE 5 lRr. REMOVE AS EXISTING ITOODEN BRIOGE STRUCTURE STA. 227+07.00 - CoNSTRUCT ,s x0. DBL. 7'x7'x62'R.C. BOx CULVERT 0205E7 33 55 fYITH 3dWINGS LT. & RT. PLAN AiIO PROF1E SHEETS 025 = 145 C.F.S.. 0.A.:l0l S0. Ml. ENTIRE PROJECT ITITHIN ./ FLOODPLAIN BOUNDARY REMOVAL AND OISPOSAL OF GUARDRAIL f'/,' STA. STA. SIDE LIN. FT. 226+19 226+99 RT. 50 226+49 226+99 LT. 50 227+t4 227+64 RT. 50 oENoTES PAvEMENT TRANSTTToN N PI = 237+35.48 227+14 227+64 LT. 50 A : ll'15'32"RT. D = 3'30'00" T = t5t.36', o/t |r) L = 32r.68' N N /'1 PC = 233+18.t2 J.- : N a'' - t^ PT 241+43.80 * - TE i'€ o L*= A" rr) -/ -*=$. N * _* _qlrsl!l!c_Rqlv--* rq .z'F *- \\ N *F' I ..\ t ExtsTtNG ;_ ROIY t\ ,.\ \ii R0lv o i ,c! i ]U I R0w its Exrs J F .Ul(i !U.,> ,o irr I t 'o :6 R TO SURVEY CON 0 ETAI L SHEETS HORIZONTAL AND VER CONTROL OATA. HWY. I58 T STr.226+99 hO SrA. 7 +12 CHANNEL ELE VA rs ?oo FILL THE 20t4 SI 200 I + 1 t E I I I DJO 020587 90- 1 -+ 'i'- .t r90 I I I I I t I I 1 I -1--I .-l_- _-_1___ 1 ,, t 170 170 1 t I I l I K-1000.00 1 I I vc.500' I r60 ! ' t- I r60 e-O:ll'' 1 r I r I I I I I 1 6 140 I (\ro 140 ca (\t I o I r30 { t 130 1 F.L. INLET = 147.00 RT. F.L] OUTLET = 146.80 LT, t t (,z i 6 rj .r|o (\Io e,o 225.Oo 226,OO .oo 229.OO 230.OO 23r.OO +oo 233.OO 234.OO 235.oo 236 .oo 238'OO 239.OO 240.OO olrE OAIE (TIE 0lrE itrtt fEAU M sEr I or4 /"'.' EYTSEI' ftfo nEUS€o flEo Sl(EIS Pt't'516+t8.79 5 ARK. STA.510+00 - CONSTRUCT .A'-='38'37'03"RT. ](r PI 505+16.23 SExTUPLE 96" x 132'TEMP0RARY PIPE CULVERT - :tD" = lo'oo'oo" ,n 020587 34 55 A 6'18'r2"LT. ON II' LT. FIYD. SKEW -".rtT = 200.11' D 2'00'oo" 02= 2380 C.F.S.. D.A.:lOl S0. Ml. t', L = 386.18' DITOIN PLAN AiD PROFIE SI#EIS T t57.74' CHANNEL CHANGE = 2088 CU. Y0. ./ Pc : 508+t8.04 L 3r5.r6', Pl = 5t2+O1.22 PC 504 +58.49 e = 0.100'/' ENTIRE PROJECT ITITHIN PT 507+73.65 Ls = 275' FLOODPLAIN BOUNOARY e : MATCH EXISTING "V Effi DENOTES DUMPEO RIPRAP 8E STA.214+50 - CoNSTRUCT PI : 5t3+42.95 PI 515+ 32.38 TEMP. dr' APPROACH ON LT. = 15 CU. YD. '17 A 2120't4"LI A 16'40'49"1T. E' D ro'00'00" D r0'00'00" :q ,d T r07.94' T 84.00', 1.cs-r o 88 L 2t3.37' L r66.80' '' o PC 5r2+35.02 PC = 5r4+48.39 PT 5t4 +48.59 PT 516+15.19 LO = /o o eb )T NO SUPER NO SUPER rr) rft JI'rI^1.3r--s --"* l_ !,rn ro -. lttza LO c{ * + 6 o- N I -lt-'- - - - {* ** ..* EXISTING ROI N ---5=- CONSI TS *-6' PROP. LI$TS ,J, CONST N I IMITS i=:-"- T LIMIIS L-_ CONST LIMI 7s PROP CONS, I F o- ^- --**:- .==tfiirTil.n*-' EXISTING ROIT lq ,Y,,b" +48.39 - DETOUR I STA. 223+24.04 - HWY. 13 \ REFER TO Y coNTRoL DETATL sHEETs tor r'oai, AL AND VERTIC AL c0N DAT A. HWY. I38 - DETOUR T A. TION T A. A. i 2o0 200 I A 4+ 49 I 1 4.213+59. 9 WY. I r90 r90 B GIN DETOUfi I - ..1..-0___ I 1 170 170 i R;377.36 I vc-200' l60 I r60 j I '. - R;tio.gt e.O.l3'. I vC.500' I e. -0.95' i ).-2 I *]*sp_ 1 I 1 1 o c, I I40 L o ] -l 40 (\t I I I (\I 1 I GI 1 (I o 1 i r30 tt r30 1 t I I I z t)i (, t20 l q +00 N F.L. INLET eleV. = r38.r0 T. (!o F.L. OUTLET ELFV. RT, o = (\a lta I o I tlo G I .OO so2.OO 503.OO 505.OO 506.OO 5O7.OO .oo 5 I O.OO 5l l.OO 5 I 514 +OO 5 I 5+OO 5 I 6.00 o^rE OAIE 0ltE OAIE srrrE fEaD m EI IOI+ sTA.5t8+39.70 - CoNSTRUCT E6EO ftlfo REusto rLrao E S.CEIS 48" x 66'TEMPORARY PIPE CULVERT ON 2'LT. FWD. SKEW 5 ARf,. ENTIRE PROJECT WITHIN 02 = 53 C.F.S..0.A. = l0ls0. Ml. FLOOOPLAIN BOUNDARY II lIG 0205E7 J 35 55 DETOIJR PLAN llrD PROFTE SI{EEIS 5r8+43.76 PI = 521+40.17 'A 34'20'37"Rr A t7'22'53"LT, @ = F D r0'00'00" 0 = l0'00'O0' T t77.05, T = 87.58' L 343.41', L = 173.81' PC : 516+66.7r PC = 520+52.59 PT J, = 520+t0.15 PT = 522+26.40 e = O.IOO'/' NO SUPER Ls . 275' / o oA rfl (r) N N N - *== -t"{ o F rf) N ro ". * *Exrslllyc jo-tv_* ra, (\ P --^./ Exrs TING ROW # t coNsr. I.,MIS it F 6n LIMIT 6 ROIY ,a - lu ExtsTtNG ROw-* i? EXISTING rF loiu \> t \-o ln o 6 -l----^'*--'*''* REFER TO SURVEY CONT OL DETAIL ETS FOR HORIZONTAL AND VERTICAL CONTROL DATA. HWY. I38 DETOUR I S A. 516+45.49 SUPERELEYATION i S A. 518+ 38.43 MAX. TION (0.0?o' i I S A. 520+3r.3? ENO TION I I I 200 I --l I 200 I I 22+ 6.40 R I I STA. 30+87.63 -HW . r3B 190 END TOIjJR r90-. 1 t 1 ' -r-- I LAo --.--'--- I __ -- +, I I I I 170 I 170 1 I K.44t.t8 r,_60 vc'500' l6p 1 l e-0.26' Z- l I 1 1 _l_5_o*. 1 (o I 140 FIo l4o l N (\' i o 1 I +40 1 "l 30 1 I F.L . tr{tJET ELEV. :-146.80 RTL r30 '.1. I i OUTLE' T ELEV. = 146.01 LTJ I J I t (,z -l r20 I q I oF olft oAI tto E .oo 5 I 5la.oo 519+OO .oo l.OO 522,OO 523. .oo 525.OO 526.OO 52 .oo 529*OO 530.OO 531 *OO Notes: 0arE orlE rTE ree Et oo@vNo @ \ t52 lnstoll 4"Pipe underdroin with ouflet DESIGN SPECIFICAIIONS: AASHT0 LRFD Bridge Deslgn Specificotions. Slxth Edition (2012) vith 2Ot3 hterims. Protectors ot both bridge ends in occordonce uith Sectlon 6ll ond Std. LIYE L0ADING: HL-93 0rg. PIJ-|. For odditionol detoils. s€e Dyg. sl No. 60293. Pipe LJnderdrolns uil I not be SEISMIC Z0NE: 2 S9': A.t$,{ Site Closs . E Cut lo Elev.150.0 poid for directly but sholl be both of t; consldered subsidlory to "lJnclosslfied MATERIALS AND STRENGIHS: Excovotion". Closs S(AEI Concrete (superstructure) f'c 4,000 psi r51 Closs S Concrete (substructurel f'c 3.500 psi Toe Fill Relnforcing Steel (AASHTo M 3t or M 322,lyoe At fy 60.000 psi of (AASHTo Slope Structurol Steel M 270. Gr.50tV) Fy 50.000 psi (AASHTo t55 of Flll Slope t52 srructurot steet M 270, Gr. 36) Fy 35.000 psi - BoRING L0GS: Boring logs moy be obtoined from the Construction Controct Procurement Secfion of c.L. e t52 the Progrom Monogement oivislon. r58 c.L. o E r5{ c STEET SHELL PILING: Piling in Bents lond 5 shollbe 16" diometer concrele filled steelshettpites ond %= t56 shollbe driven to o rninimum ultimote beoring 170 per pile.Piling copoclty of tons in Benis 2 thru 1 shollbe 24'diomstor concrots fllled steelshellpllos 6nd mi-nimum rs8 shollbe drlvon to o uttimote Approx.2.{ Mi. beoring copocity 276 tons per pile. Ail piting o o Top of Top of shoil be driven with on opproved olr, steom or o of -rppl941_!!=-to Jct. lJ.s.55 diesel hommer to o minimum tip elevotion 67.0 lower t.8t.O to Jct. s.H.293 0 Cut Cut of or ot Bent bi tower ot Bents 2 thru N 37'09',5r',E 4,ond 71.0 or lower ot Bent s,Piling in end bonts shollbe drlvon ofter embonkment to bottom of l cop. ls In.ploce. L€ngths of- plllng shown, quontlties o o Test Hole ore ossumed for estimotlng onty. Actuol lengths TorL olst. = 119.95' (typ.) Ton,olst. ) 500' to be determined ln the fietd. No odditionot poyment rill be mode for cut-off or 6uitd-up. Tesi o Piles ore nol required but moy be driven for ihe Controctor's informotion in occordon-ce yith Subsection 805.08(9). t58 t56 E G'{rv-?u-wF_ r55 f,oter Jettlng or other mefhods os opprovod by tho Englneer moy be roqulred to ochieve minimum 154 This york poid r54 Penetrotion. shollnot be for diiectly.but shollbe consideied incidentot to the tre:q -__)<- item 'Steel Shell Piling (--" oio.l'. Toe of Cut .Toe of Fil 152 Slope PILE ENCASEMENI: Pils encosemEnts for B6nts 2,3,oid 4 shoilextond from bottom of cop fo j, r48 belou noturol or flnlshed ground. See Std.0wg. N0.5502t for oddltlonot lnformotion. Ioe of r48 \_ 152 PREE0RI'IG: Preboring is required for oil pltlng ot Bents t ond 5. Prebored hotes shol hove o diometer 6" greoter thon fhe diometer of ihe pile for o depth of lo,b€toy the bottom of cop. The void_ spoce oround the pile ofter complefion of drlvlng shott be bockfitted uith sond or peo Ploce l' RIproD on Filter grovel._The Controctor shollbe responsible for keeping preDored holes free debris prior'to Blonket, of overheod Utillfy ovg. No. 55001 bockfllllng. uhich moy r-equire the use of temporory cosings or other opproved method6. Any Nofes: Top of Elev. = 156.0 or os shoun. reloted ylilnot LIne (tvP. cost for,bockfilling ond temporory coslng be poid for direcfly.but shoilbe of bridgel considered subsidiory to the item "Prebo,ing". Stotlons ond elevotlons ore shovn olong C.L. Construction & C.L. Bridge. oRlVlNG SYSTEM: The.driving system opprovolond ultimoto bsoring copocity determinotion for piting sNo6@oNS@6 shollbe bosed on the requlrements of Subsection 805.09(bl"Meihod B-Wove Equotion Anolysls proposed o The bridge hos been positioned to ovoid =ssnm99SSS !o !o (ilEAPr. lt ls estimoted thof o minimum roted hommer energy rsquired to obioin the uttimote interference wlth the existing piling. The Controctor beoring copoclty yillbe 27.000 ft.-lbs.per blor for ollpiles--ot Bents I ond 5 ond 48.500 ft.-tbs.per sholl verify meosurements before drlvlng ony piting. blow for oll piles ol Bents 2 thru 1. Any odJustmenfs necessory to fit the proposed PLAN brldge to the existlng bridge tocotton shoil be BRIOGE DEC(: The concrele brid_ge_deck sholl b€ glven tlne finish ERIDGE IS IN LEVEL GRA[)E o os specified for finot finishing submltted for the Engineer's opprovol. in Subsectlon 802,19 for Ctoss 5 Tined Eridge Rootwoy Surfoce Flnlsh. c.L. pEc( ELEV. t60.20@ @oimension token from C.L.oeck o C.L.8ent to tor seof Totol of = l?l'-0" DEIAIL ORAWINGS DRATING NOS. of Cop. Typicol ot oll intermediote bents. End Bents 60286 6" l?0'-0" Continuous Il-8eom Unit (40'-45'-45'-40') 6 lntermediole meosured Point. Benfs 50287 @Elevotions ore ot llorking Eloslomeric Beorings see Std.0rg. No.55007, of o o End of 60288 Beom q a 170'-0' Contlnuous Inteorot l{-Beom Unlt 60289 - 60294 F Beom Br. Sto. 2r7+96.50 Br. Sr0.2r9r67.50 Generol Notes For Steel Brldge Structures 55006 A D6foils for Steel Bridge Structuros o 6 -@ e 55007 6 6 o iN concrete Filled Pirino Guord Roil (See o steet sheil 5502t 0 J cci o Type A Approoch Gutters Rdvy. Plons) Slope lntercept + 55030A Slope Type A Approoch Stob 55040A sto.2t7+89.50 o. 3tOr Concrete Sto. 2l9r @ O6 @ Poropet rl70 Proposed Grode Line ExlsIlNG BRIDGE: Existing Bridge No. M3t22 (Log Mite t5.95) Is 25.2'vlde ond t53.0'tong o oj Roiling 1701 ond conslsts of Along C.L. Constr, o +d I precost concrete chonnel beoms supported by tresfle bents rith timDer piling. Eoo I t60 ---l REM0VAL AND SALVAGE: Existing 8ridge No.Mll22 shollbe removed in occordonce ylth Section 205. Al moferiol from the exlstinO brldge sholl become the property the precosl E Existlng Ground Fix. of Controctor except t6 Fr50 Line l concrete chonnelbeoms which shollremoin the property of the 0eportment. This moteriotsholbe tr Along C.L. Constr. r50 --.1 L J delivered to 9054 Highyoy 65 North,Mccehee.AR.71654. Ihe Controctbr sholtcoordinote with the L J I Engineer for removolond delivery of solvoged moteriol. Poymenl for this uork shollbe consldered Fr4o incldentolto "Removot Exlsting {Sito tr .l t40 --.1 of Bridge Stiucture Nd.tr. tt I I t Pile !O Fr3o lt I MAINIENANCE 0F TRAFFIC: See Roodvoy Ptons. Encosement lt I t30---l (typ.) tt .9 I f lt I I E,O tt I SHEET I OF 2 tr I 201 L 89'Pllesr'l 71' Plles 74', Piles 74' Plles !- a+ pt'", l LAYOUT OF BR]DGE lt I J Filo I L lt ilo1 HIGHIIAY I38 OVER ABLES CREEK L lt I L I I tt I ABLES CREEK STR. APPRS. (S} Froo tt I r00---l & tt I f I J DREW COUNTY @ E tt J F90 I PROFESSIONAL No tr lt s0j ROUTE I38 SEC. 3 L lt ENGINEER N L tt I U U U lt tt t ARKANSAS STATE HIGHWAY COMMISSION o F- 80 tt ll I *! E Bent No. 2 3 4 5 LITTLE ROCI(. ARI(. n L P F70 lt U l oirnr rrr NSA ose,Ol/27/2Ol? FrEruEr b02O58?-Ldgr 70 --l o E LI ELEVATION I croeo a',ffi-^t;WtlAlR l" 20' L o o o o J SC^LEr = z L-60 o o o o J ocsEr€o lYr AlgA omt" ,lfzoli G E 99 50-J ntm ElGtxEEr o e BR|0GE N0.0?{26 oRAW|NG N0.60284 &E Et OAIE o.rE 0.rE .,.TE mtI tl^rt FEO PROI }TG E laln TEVEEO FILTCO IEYISEO FtL}to ' E *. JC }O. 020587 31 s5 o7126 LAYOUT 602E5 o o o o o !9 q 8r. Sto.217+96.50 0 o Br. Sto.2r9+67.50 Proposed @ @ @ rl70 Crode Line t58.6 170- tr Along C.L, Constr. Elev. 158.6 o L l r r-0" F160 I t60 --.1 E ?.tz Lone L Existlng Ground o Actuol Edge F-r5o Line stu. Along C.L. Constr. ua: C.L. Brldge & E I \ 2.07. o sto,2n+l Construction l 7.10_ PIvot FHO Cr u t40 --l Point Cl tt l tt Ol I Sto' 1,, ll 2.07. o vl EI t30 --.1 E tt Theoreticol elevotion L tl FI l F- r2o J olong C.L. Const. ll lt o t20-.]' lt E xt L tt H l-- r ro CROSS SLOPE TRANSITION SKETCH tt J ,a: YI tt f Looking Aheod E tt t{ J Froo J tt I tt KI t00 j E zl lt F90 f tt LI J tt 90 -.{ E tt I L ,2 I F80 U U U I tr 80 --.1 82 c2 l E,o PI 701 E L D2 I F- 60 J tr LI 50 --l L HYDRAULIC DATA L r- Jl 50 50-J @rarunal TIAIER UATER SURFACE FLOOD FREOUENCY OISCHARGE SURFACE ELEV. T{ITH t)ESCRIPTION Bent No. I Z 3 4 5 ELEV^TION BACKIYATER YEARS cFs FEEI FEET Desion 25 6.630 t55.2 155.5 Bose r00 9,020 155.8 t56.6 Extreme 500 il.900 155.5 r57.0 o o o o o o o o 0vertopping 42 ?.570 r55.5 155.9 o lF e N @Unconstricted woter surfoce wlthout structure or rooduoy opprooches. 0100 bockwoter : 156.7 ELEVATION OF SOIL BORINGS elevotion for existing structure Proposed Loy Bridge Chord elevotion = 157.0 0roinogo oreo : l0l squore mil6s. Historicol H.ll. Elev. = 157.82 ,,N" BORING LEGEND VALUES Al-Uoist. Stiff. Brown Sondy Ctoy ylth lroce Grovet sto.2t7+96.5 - sro,219167.5 - Bl-Moist.Vory Stiff.Reddish Brown Ctoy 7'L€ft of C.L. Constr. 7' Riolf 6T-IlIlESis t r. Cl-Wot. Stif f. Reddlsh Brorn Ctoy 5. l- 6. t.N't2 4.7 - 5,7, N' r0 Dl-I{et.lredium Stiff.Reddish Broun Ctoy 10. r- n, l. N' 13 9.7 - 10.7.N=t7 El-lYet. Sof t. Reddlsh Brown Cloy il.6- t2.6. N. I r 12.2- 13.2.N.14 Fl-lYet, Modium Dense.Brown Silty Sond r5.6- r 7.6. N.8 17.2- ta. 2, N' t2 Gl-f,ef, Loose. Brown Silty Sond 21.6- 22.6. N'9 22.2- 23. 2. N'7 Hl-Ilet, lledlum oense, Broun Sond 26.6- 27.6. N=7 27.2- 28, 2,N.2 Jl-Ilet. Medlum oense. Brovn Sond with Sltt 3r. 6- 32.6, N=5 32.2- 33. 2.N.r3 Kl-X6t. Very Loose.Brown Cloyey Sond 36.6- 37.6, N=3 37.2- 2. N.6 Ll-f,st, Medium Dense. Brown Sond lroce orovet n. ulth Iil.5- 42.6, N.2 42.2- 43. 2.N=17 Ml-lYet. M6<,ium Dense, Brown Sond with Some Crovet 46.6- 47.6, N'3 47.2- 48. 2,N.24 Nl-I,et.Dense,Brovn Silty Sond yith Some Grovet 5r. 6- 52.6. N=2 52.2- 53, 2.N.t5 Pl-Iret. Dense, Brovn Sond rith Some Grovel 56.6- 57.6, N.25 57.2- 2. N.2 ol-llet. Medium oense, Brown Sond with Grovel L 6t. 6- 62.6. N.36 62.2- 63. 2. N' l6 Rl-llet,oense. Broyn Sond with Grovel SHEET 2 OF 2 65.6- 67.6, N.2l 67.2- 6A. 2. N. l4 Sl-Moist. Stlf f. Reddish Brovn Ctoy 71.6- 72.6, N.35 72.2- 73. 2. N. r8 TE LAYOUT OF BRIDGE Tl-Moist. Stlff. Reddish Brovn Sitty Ctoy 5 76.6- 77.6. N.34 77.2- 7A. 2. N.39 t -Ilet,Medlum Stiff.Reddish Brown Sitty Ctoy HIGHWAY I38 OVER ABLES 81.6- 82.6, N=30 82.2- 43. 2. N.30 CREEK Vl-Ylet, Medium Stlf f. Broun Cloy 86.6- 87.6, N.35 87.2- 8. 2. N=40 ABLES CREEK APPRS. (S} Ill-flet, Very Loose. Brown Silt ulth Sond STR. & 91.5- 92.6. N.53 92.2- 93. 2. N'29 Xl-l[et, Soft. Brown Cloy 98.6- 99,6, N.30 97.2- 94. 2. N=3 r DREW COUNTY @ Yl-Wet. Soft. Groy Cloy PROFESSIONAL o RoUTE t38 SEC. 3 N Zl-Uet,0ense. Broyn Sond ulth Troce Crovet ENGINEER N A2-llet. Donse. Broyn Sond vith Sitt *t t ARKANSAS STATE HIGHWAY COMMISSION o B2-f{et.Medlum Oense,Brown Troce Sitty Sond ulth Grovet No. C2-lIet.oense, Eroun Sond Silt ond Some Crovel LITTLE ROCK. ARI(. rj rlth F D2-Wet. Very Dense, Brown Sitty Sond oillt lyt NSA olrl',Ol/27/2Ql? FI.ET E, b0?o58?-r.dq' o cEcrED !r, -68- o,".,lDl6[llf, scr(Et l" = 20' z oEsErEo lvr NSA o^1., .llioll G trlrE Er6lrcEr o BR|oGE N0.07426 DRAIIING N0.60285 0alE O^IE 0.rE alfE @E tl.tr FED. lO Ptro.r. r.O EI Ui TEYFEO FtLlc0 Evt!€o FtLrao ilr.E G rittE a e. JA XO 020587 38 5T I 07126 - ENo BENTS - 602E5 - I BAR LIST PER BENT I I I No. Pin I Mork Length Bendlng Diogroms Req'd. 0io. I For Illng oetoils. I ( See Dwg. No.60293 B10r 6 32',-t0" olmensions ore to ) I Slope lntercept Str. out out of bors I for lV:2H Slope 9402 3l r0'-8" 2" I I 8403 I 7'-8" 2" I I @ I o o B4O4E 66 3'-4" Str L I o 8405 r0'-6" I I o I 2" =Ll-l o 2'-5' I z'-a" l I o B406E 6 8'-9" c Ir o I Str I lo E ;c I = 9402 8403 I *- C.L. Bridge & C.L. Constr, c B4O7E 5 7',-7' 2" o @ I I + c @ I l' .9 B4O8E 6 4'-8" Str o 0 I Provide o 6"6 hole for droin 860r 6 34',-2" 4t/2" 32'10 I pipe (typ.). see owg. No.50293. I 8602 6 32'.10" Str 84O7E .I- .,I or End of Bridge t o o os shoun on Loyout N E6OI - -.-l -'- 8405 c @ I 4 - 8405 I ,z\tz o I ___f \L\%\'\- B4o7E o vl e.s ) N 2" clr Bors designoted wlth on "E" ore epoxy cooted. t C.L. Cop & C.L. Anchor Eolts "Iypicol Anchor Bolt Loyout' B404E C.L. Beom t'-t" 9'-0" 4',-6" 1'-6" 9'-0" & C.L. Pile Spoclng 2 - l/2", x 20' Anchor 33'-2" o B60l PLAN 0 fz' = r-0" = 840l )ll r')l lhl(, o lllliltt llrtlt il I il-il - c tt lt ilil 2" Mln. Clr. 8502 o Level Llne .It- - JL B404E Eo. Fo. (typ.l ilI - - AI ll lt I Elev. 156.59 tl lJ !I o B40l eo. fo. I 5-850t Elev. 156.59 C.L.l5', Concrete filled steel 8402 shell piles. For odditionol r-5" detoils. see Std. Dwg. No.55021. o I I 2'10" L-. I I Altsrnots pll6 t L L- g,lo: (c6nr6r - onchoroge shoil be used ot snd b€nts. 8602 eo. fo. Leret o ro- For detoils of pite onchoroge, see Std.[)ug. N0.5502t. over Pile - typ.l AI 8402&8404E-3,' sp. 2'-4" 10" I sp.o z',-1" I sp. o t0" 2'-4" I sp. o 10" 2',-4" 2 sp. SECTION A-A 0 0 L. l": l'-0" 16", Concrete Fiiled -<\ St6el Shell Piles (Iyp.) C.L.Cop & Anchor Bolts see std.Dyg.No. 55005 for Gsnerot Notes. C.L. Beom 5 TE ELEVATION Looking Bock Bont I Notes: Looking Aheod Bent 5 DETAILS OF END BENTS t/2" o 8404E bors shollhove o t'-6"embedment lnto the cop. B4O6E.B4O7E.e B4O8E bors = r-0" o sholl hove PROFESSIONAL N o 2'-l0"embedmenf into the cop. SEC. For detoits of onchor botts. see oug. N0.60290. ROUTE N ENGINEER o Gronulor Bockfill ond Pipe underdroin required behind Cop. See Dwg. No.60290. *t t ARKANSAS STATE HIGHWAY COMMISSION TYPICAL ANCHOR BOLT LAYOUT n LITTLE ROCK. ART. F l' : l'-0' onrnr lrr o^tE 92/22/2Ot8 e1sslc. b020587-bt.ggn 6 !.lB= - crc.ro uillP- ;^i; ro-f3-7lB ;: N" r€d asoeo lvr orreras/ ?.otl e= NIIEE ETGDCEI l(As c BR|oCE N0.07426 oRAilNG N0.60286 -As @a ul DIE o.tE 0.rE orrE 6r.E tt^tr FEo.lo mql. l€. ET REYISEO FtL}C0 iEvt!E0 F IL}IEO 3r' a at J0 xo 020587 g 55 r5'-6" r5'-6" 07426 - tNT. BENrS - 60287 C.L. Bridge & C.L. Constr C.L, B6nt Stotlon os shown BAR LIST - PER BENT on Loyout No. Pin Mork Length Bendlng oiogroms Req'd. Dio. ( 840r 8 t0'-8" Str, oimonsions ore out to out of bors ) + -oF ___-Te -I---- {l-- 8402 37 r3'-0" 2 8403 t2 g',-4" 2" _l-[_-l :Ll I c '2" I t'-2" I B60r 6 32'-0" 4t/z' C.L. cop e C.r-. Beoring -J L = 8402 8403 s", 'typl"o Anchor Bott Loyouf- 8602 5 30'-8" Str. C.L. z',-0" 9'-0" 4'.-6" 1'-6" 9'-0" 2'-0 30'-8" & C.L. Pile Spocing 8',-0" 15'-0" I 8'-0" 8601 PLAN t/2" ' r-o Elev. 156.66 kl )Sl Al B40l eo. fo. NI L _1 8601 I I 2" Min. I I Clr.- --+- (typ.) I I rl c n- n -+ B10r = ilil rr ilrj ' -il u ll L 8602 eo. fo, \ Leret L-gro: o B' (cenrer il il ll over Plle - typ., AI il tt ll o lL--r.t-_ 6 - - U- - 1" 2'-4" l0 sp. 0 8" 2'-4" l0 sp.o 8" z',-4" t0 o **-; sp.o 8" 2'-4" 7" 8602 t, UuU l1 C 24", Concrete FIiled /<-'\ i o Steel Shell Piles (Typ.l I I C.1.24', Concrete fiiled steet s402 shell pllos. For oddlflonot | -9" r-9" detoils. see Std.oYg. No.55021. ELEVATION 3'-6" t/2" = r'0" For detoils of pile onchoroge. see Std.owg. No.5502t. SECTION A.A l" = l'-0" C.L. Beoring See Std. Dyg. N0.55006 for Cenerol Notes. 5 TE For Detoils of Elostomerlc Eeorings. see Dwg. N0.60288. DETAILS OF INTERMEDIATE BENTS @ o PROFESSIONAL N ROUTE SEC. ENGINEER N TYP. ANCHOR BOLT LAYOUT ARKANSAS a tt* STATE HIGHWAY COMMISSION l" l'-0" n = LITTLE ROCK. ARK. Oillrr lYr LJB 0llEt 02/22/20t8 psss1;, b020587-b2.dgn o crcrro rr,- T[f- 0lIEr 6EnO scrllEt As Not6d z ot*ro lr,TdF- 0 lEr os/70t? e ,IME E}GTEET C BR|oGE N0.07426 oRATI|NG N0.60287 AE Ett DTE urE or?E UIE 6t-f, tflll FEo.lo mor }.G ME NEVEEO FILEO iEvtsE0 rtLxEo or OiroeP 3 sa. f-C.L.aeo, Ihe directlon of bevel of the externot lood ptote JC i{O Llo moy not be occurotely depicted wlth respect to 02058? 55 Io ond Tb volues shown in the "Toble of Fobrlcotor of126 - ELASTO. BRGS. - 60288 Voriobles". Stotlons lncreose (Externol Lood Plote To Heovy Hex Nut C.L. Beoring Thickness 0 Bock t- 0 Steel Ylosher Stotion Edge) Stotion Edge) ) o o o Ir t_ Steel o c Metol Sleeve E Pipe Sleeve Iop of co o Top o a Top of -Unless othervise opproved by the Engineer.wetding of the externot Externol Lood ilei9ht lood plote exponsion girder Plote Sleeve ot beorings to the beom or uiil be oilowed Sheet Metol only when: l) the opproxlmote overoge olr temperoture durlng the period preceding Elostomeric Beoring 24 hour immedlotely uetdlng is between 40'F ond 80'F: ANCHOR BOLI OETAIL Swedge Anchor Bolt ond 2l the slots in the externol lood plote ore posltloned to center on the onchor bolts: ond 5) no horizontol deformotion of the elostomeric pod Anchor moy ploce grouted ptoce. A ls evldenf. lf uelding ot other temperotures is requlred. the Bolts be cost in or driiled ond into Englneer yill provide odlustment doto. lf Anchor Bolts ore to be cost in ptoce. the Gotvonized Sheet Metot Sleeves rill not be required. SIDE VIEII Core sholl be tok6n to ensure fhot ptote FRONT VIEII the externol lood is in ful ond complete contoct ulth the beom or g]il.,der ftonge before wetding begins. lf Anchor Bolts ore to be dritled ond grouted in ptoce.the Gotvonized Sheet Metol Sleeves sholl be cost in ploce os shown. Steeves shoilb€ o yith dry pocked vlth sfyrofoom. urethone foom or opproyed equol prior to C.L Elostomeric Pod shollbe otigned C.L.Beom or Cirder pouring of concrele. After pouring of the cop ond prlor to erection of Sfructurol Steel. the dry pock sholl be removed ond hotes for the onchor bolts sholl be occurotely drilled Into the concrete. Botfs ptoced ln drilled holes sholl be occurotely set ond flxed using o oPL opproved Elostomeric Beoring sholl be vulconized epoxy or non-shrink grout thot completely fllls the hotes. Gotvonlzed to the externol lood plote. Sheet [etol Sleeves vlllnot be poid for dlrectly.but ulilbe consldered subsidiory to the ltem "Structurol Steel ln Beom Spons (M 270. Gr.50lI!" Clr Steel Lominoe 50 Durometer Elostomer Prlor to crcctlon of llE bc(ns or girdcr$ thc Conlroclor shdl varlfy tha orlantotlon of tha l berlr4s rlth rcspGct lo Io dld Ib. t or Hole in Externol Lood Plole te = Thlckness of elostomer cover on top ond bottom of pod ti ' Thickness of elostomer between steel lominoe N = Number of elostomer loyors of thickness ti GENERAL NOIES PLAN VIEII Elostomeric Beorlngs shollconform to Sectlon 808 ond sho[be poid for ot the unll ELASIOMERIC BEARING price bid for "Elostomeric Beorings". Externol lood plotes shoil conform to aAsHIo M 270. Grode 5011. Pipe steeves shoil be ASTM Asoo,Grode B. ond sholt be gotvonized to conform to AASHT0 M 232.ctoss c or ASIM 8695. Closs 50. Externol lood plotes sholl be completely fobricoted (inctudlng bevet ond bott hotes)ond shollbe cleoned before vulconizing to the elostomerlc beoring.Ihe surfoce in contoct TABLE OF FABRICATOR VARIABLES with ths Elostomerlc Deorlng shollbe clson€d in occordonce wlth Subsection 808.03. other surfocos sholl be blost cleoned in occordonce yith Subsectlon 807.84tb) for OMorirr. Deslgn . I pointed ste€l ond 807.84(e) for unpointed orode 50il steet. Lood Servlce Limit Stote ELASTOTIERIC PAD EXIERNAL LOAD PLATE ANCHOR BOLT L0cATION o N0. of PIPE Anchor Bolfs. Iloshors ond Nuts sholl conform to Subssctlon 807.07. Ihe onchor bott o BEARING @ulxruuu ANCHOR BOLI SHEET UETAI. SIEEL e BEN] BEARINGS I)ESIGN LOAI A B NO. E IHICKNESS grode E z BEAM OR G H N t1 te I c 0 E F K It To Ib SLEEVE SIZE SLEEVE SIZE ITASHER of steel sholl be os speclfled ln the "Toble of Fobrlcotor Voriobtes". tndentotions @ N0(sr. GIROER NO. TYPE EACH BENI ((PS) OF STEEL LAMINAE (t x L ) GRAOE (6 x L ) (, x L ) srzE (0.0.) sholl be circulor uith roundod bottoms ond stoggered os shoun in fhe detolts. @ Pipe Sleeves. Anchor Bolts, lloshers ond Nuts sholl be pold for ot the unit prlce bid 2-4 At Fix 4 r?5 3Yr " t4" t2" 2 yi' th" 3 o 12 Gouge r'h" t3" 26" 3t/r" 3t/e" (ll o Y;' eli' 2" 2 2t1r" x 32" 55 2t/r" x 4r/6" 4"x 6" 4" for "Structurol Steel in B6om Spons 2?0. Gr.50il)". Externot tood plotes wlil not be meosured ond poid for seporotely.but yill be consldered incidentol lo the unit price bid for "Elostomeric Boorings-. Beorings shollbe seoted in occordonce with Subsection 808.08. Ihls uork ond moterlots ore considerod subsidiory to the ltem "Elosfomeric Beorings" ond yill not be pold for directly. S t DETAILS OF ELASTOMERIC BEARINGS @ PROFESSIONAL o ROUTE SEC. N ENGINEER N Itt ARKANSAS STATE HIGHWAY COMMISSION o LITTLE ROCK. ARK. n Ot^r{ lyr l(AP s112, 07/3/2018 FI.EiIAITT b020587-el.dgn o oec.m a'll[F- one, toEfid SC^LEt None z oesruo ovr@ orrErT G ,IGE EXOI}CEi o BRToGE N0. 0?426 oRAW|No NO.50288 ME Ut ilTE IIAIE o.rE OIE t!^tr F€0. lo Pfqr. }lo EI Ert EvtsE0 FIL}CO iEvt3E0 FIL}{EO t Slob Reinforcing3 3 aia. At the Controctor's option. tyo stroight epoxy cooted No.5 bors. one Longitudinol: S402E Top ond Bottom ptoced os shown ploced in top ond one ploced in bottom.moy be substifuted for bor JC XO o205E7 L4l 55 S60lE on o N e R4O2E See "lveld ToDle-. R4OI E Vt Std.0w9. No.55007 min. min. lE C15x33.9 (t f Sfop lveld %" to ol l" from end of t1r" t/2" t- (tYP.) o ,y x 7" Pt x 7" x l7"ltyp,) ---.,] cliP J o ol lo o s 5"t t 9 3'-r' --i P- - /a"6 H.S. bolts /a"o n.s. uorts ol lo o I I w40r E rY50r E o Lo (typ.) I Bors designoted "E" See "lleld loble', wlth on suffix ore epoxy cooted. lt/2" xl Std. Dwg. No.55007 See 'lleld Toble". clip Std. DYg. No.55007 {typ.l DEIAIL X OETAIL Y 1". I'-0" l": l'-0" @tf permonent steet bridge deck forms ore used. the Fobrlcotor shoil ctlp ptotes os necessory to occomodote the deck form supports. TE SHEET I OF 6 DETAILS OF I70,.O" CONTINUOUS INTEGRAL W.BEAM UNIT @ PROFESSIONAL o ROUTE SEC. N ENGINEER ARKANSAS HIGHWAY o ilt STATE COMMTSSION n LI TTLE ROCK. ARK. ORllt{ !Y, LJB sgg-9?/22/2Ot8 Fr.ExrrEr b020587-sl.dgn 6 orcrm rrlKA?- As Noted F SC LET z oEsrerEo lvr LJA 0 lEr G NIG EiI,ITCER c BRIDGE NO.07426 0RAW|No NO.50289 ITIE ,BE Et rt4 O'IE oa?E o.rE 6t.E ttal FEo. lo PROJ. i(L E EE REVISEO FtLrc0 iEYISEO FtLxfo 3 [(. JC rO t1r'O x 6" Stud lfyp.l 020587 LIL ,5 of126- t?o'uNtT -60290 s403E ropped wirh 8404E (typ.) S40lE neor foce thru beoms S40lE for foce ID 40'-6' to C.L. Bt.2 or 1 l0'-0- fling Beom Bottom Flonge 4'-€, Pouring Sequence Constr. Jt. /a" Chomfer under r-r0" 6" 6" Beg. or End of Eridge beom bottom flonges End of Beom -4" (Verticoll s402E s504E 0 t2" s602E '5 bors I U I IF I = tt/2" Anchor oeoo,e I , ,rrr. Req'd. Constr. Jt S4OI E Bolt {typ,) in cop) I l" Chomfer 'il -s40tE S{03E (Lop with 8404E 3" 2 sD. \-/ z',-4" I sp. o 10" z',-4" 4 sp. o r0" in Front Foce) o o lroteriol ISM-I or ID Symm. obout C.L. Bridge s40rE procsd thru o other opproved moteriol. 1", holes in q FloYoble Fill sholl not be 3'r" 9',-0" 4'.-6" ollowed). see RdYy. Plons CHAMFER DETAIL 2" clr @ No Scole /1 l TYPICAL ROADWAY SECTION AT END ENTS TI= Looking Bock - Bent I tt Looking Aheod - Bent 5 \ t/z'6 x 6' stud l" Polystyrene t/2,, , t-0,, For detoils. see Foom Boord DY9. No.60291. See 'Chomfer oetoil' ll Roughen Req'd. Constr. Jt 8404Eo on,o,E 20" Filter See 'Anchor Bolt Plote Detoil' tl5"c noF- c,L.tt/z" o I Stondord flosher I Anchor Bolts I /2" Dlo. Anchor Bott Beom Eottom Ftonge + I oolvonlzed full I anchor Bolt Plote OSee Top of Cop Eno Bent detoits on Dwg. No. E02BE for relnforcing ond oddltionol detoils. 0 lncnor Eolt py t/r', y 4t/2,,r 4f2,, /2" t'-5" r-5" Iop Cop (AASHTo M 270. crode 36) of 8" threod 2'-t0" 2''0" nln. SECTION D-D ANCHOR BOLT DETAIL t,': t,-0,, No Scole Limits of the concrete end diophrogm sholt motch pton dimension of End Bent Cop. For odditionol detoils of pipe underdroin see std. Dwg. PU-t ond Section 5il. Pipe VIEul F-F underdroins vill not be meosured or pold for seporotely.but wilt be considered 20" No Scole subsidiory to the unit price bid for 'Unclossified Excovotion". Ses "Anchor Bolt Plots Detoll" l" Polystyrene Foom Boord.Filter Fobric ond Gronulor Moterlot sholl not be pold for Stondord llosher 113"6 hote directly,but sholl be considered subsidiory to lhe vorious bid items. 172" oio. Anchor Bolt oolvonized full length t0" Anchor Bolt Plots ?L t/z" x 4t/2" x 4t/2" (AASHIo Top of Cop x M 270. Grode l6t Threod : 8" lhreod lfl" 3" Slots C.L. Beom in Beom Flonoe 2 x Nut Helght + l" ril" I Hores ondlYl'oH6le C.L. Bolt Holes s in Beoring Plote ALTERNATE ANCHOR t/z" BOLT DETAIL ?L x 7t/2" x 10" E (aASHTo M 35) 5 No Scole 270, Grodo SHEET 2 OF 6 Eeom Bottom Flonge t DETAILS OF I7O"O" CONTINUOUS INTEGRAL W-BEAM UNIT Anchor_ bolts s_holl comply -r-iih AASHIo il 3l4,0rode 55, with Supplementory Requirement St, ond golvonized ANCHOR PLATE @ occording to Subsection 807,0?. Nuts ond lloshers for bolts shollbe oC sp€cified ln Subsectlon 80?.07. BOLT DETAIL o PROFESSIONAL N No Scole ROUTE SEC. Use lorer nut ond wosher to odJusf to grode. Snug tight top nut grode ENGINEER o ond wosher ofter is ARKANSAS STATE HIGHWAY COMMISSION o odjusted. VIETI E-E it* No.9235 LITTLE ROCK. ARK. n Plotes. botts. nuts. ond woshers shoil be poid for ot the unit price bld for ,,Structurot steel in geom No Scole Spons (M 270, Gr.50lt)'. 93131 sy, LJB s111602/22/2018 rr.erurtr b020587_sr.Ogn o orEcrED lrr K ? onE lDlt/lX s61s. As Noted z 0E5rGr€0 lYr L JB OttEt Z.ZOltF e ;tfiE ErGtxEEr o BR|oGE N0. 07425 DRAWTNG N0.60290 40 EI oalE OIE 0^rE or?E 6LE tl.tr FEo. lo ?ao.r. l{G I ilB TCYITEO f lLl'rco iEYIIEO FILTCO g'-6" 3 rr& 3 0 9',-0" r0 0 9'-0" 7',-6" o 9',-0" -0" JC }.O 020587 55 5" 7" t" 5 C.L. Beoms It 07426- t?o',uNtT -6029 TABLE OF DEAD LOAD DEFLECTIONS - INCHES o I -Detoll Y' on c Structurol Structurol Structurol Drg. No. 60289. Lrtil,:"j.(typ.) o Steel Steel+ Slob Stoelr Slob + Roil I d Point of | 1I I I .l ll Defl6ctlon Ext. Beom ht. Beom Ext. Beom lnt. Beom Ext. Beom ht. Beom 0 0.000 0.000 0.000 0.000 0.000 0.000 vtft .t tt 0.r 0.0r2 0.0r5 0,il3 0.r36 0.t22 0.r45 i6l -l 0.2 0.022 0.029 0.208 0.253 0.225 0.269 -,1 C.L. Bridgo =] & C.L. Constr, I 0.3 0.030 0.038 0.276 0.334 0.298 0.355 0.4 0.033 0.042 0.306 0.37r 0.130 0.394 0.5 0.032 0.04r 0.299 0.363 0.323 0.386 o I "Detoil 0.6 0.028 0.035 0.258 0.3r2 0.278 0.33r o X" on Dwg. No.60289. 0.7 0.02r 0.026 0,r92 0.23t 0.207 0.245 0.8 0,0r2 0.0r5 0.ilz 0.r36 0,t21 0,r44 0.9 0.004 0.006 0.040 0.050 0.043 0.053 C.L. Anchor Bolts C.L. Anchor Bolts 0 0.000 0.000 0.000 0.000 0.000 0.000 r0'-3" 0.1 0.00r 0.002 0.0r3 0.0r7 0.0r4 0.0r8 End of Beom C.L.8rg. Bt.2 C.L. Fierd Sprlce C.L. Brg.8t. l C.L. Brg. Bt. { End of Beom 0.2 0.007 0.009 0.066 0.080 0.07r 0.085 40'-0" 45',-0" 45',-0" 40'-0" 0.3 0.0r4 0.0r7 0.12t 0.r53 0.r37 0.t62 0.4 0.0r9 0.024 0.r74 0.2r r 0.r87 0.224 0.5 0.02r 0.027 0.r95 0.235 0.2r0 0.250 FRAMING PLAN 0.6 0.020 0.025 0.r81 0.2?t 0.r97 0.234 t/t"'-t-0 0.i 0.0r5 0.0r9 0.r4r 0.r7r 0.r52 0.r8r 1", x 4" - per (typ., Studs 2 rou 0.8 0.009 0.0r I 0.083 0.r00 0.089 0.r06 see Std.0rg. No. 55007. r-3" 0.9 0.003 0.004 0.027 0.032 0.029 0.031 Sheor 7t/2" , 63 0 50 -.l c8" 08" 0 0.000 0.000 0.000 0.000 0.000 0.000 spocinsConnecror I I obout of unit 2 See "Defoil of See "oetoll of lI27 x 81 (M 270. Gr.soil) lt27 84 (M Beom End" x 270.0r.50t, Beom End" o- Nh s6 @F6OO- Nm=6@F6OO 5" oo oo o o o o o o oo o r-7" Bottom Flonge IC 5" C.L. Anchor Bolts & l/4" x 3" slol C.L. Field Splice t/z"l f2"xt0"x2'-1" 2'-t" x6' C.L. Beom stud (typ.l C.L.1" 0 Holes 2 _ pLs t/2.,x 3fa,.x 2.1,, End of B6om (verticol o @ ) C.L. l/r" x 3' - PLs /r" x l'-9" x l'-?" Slotted Holes o c r ,0. lzJt l El o /6"6 li!- Sfr. Eolts IB C.L. Beom with % "r' holes in 03" 0 Beg. x 6" Studs # 9" flonges ond ueb of on both sides VIEul C-C VIEu{ B-B (-7" of Yebl _ pLs t/2,,x h'= t-0" 2 3fa,,x Z,_1,, W DETAIL OF BEAM END t/2,.x -- t',"" t0', x 2,1,' C,L. Beom lg T'EB SPLICE FLANGE SPLICE 5 SHEET 3 OF 6 FIELD SPLICE DETAIL -v* DETAILS OF I70'.0" No Scote CONTINUOUS TNTEGRAL tI.BEAM UNIT Bolted field splices shoun moy be ellmlnoted or shop setded PROFESSIONAL spllces moy be substiluled yith opprovol of the Englneer. ROUTE SEC. plon quontltles. ENGINEER Poyment will be mode on the bosis of the ttt ARKANSAS STATE HIGHWAY COMMISSION All fleld splice bolls sholl oe /6"0 ti-str.botts. LITTLE ROCK. ARK. All holes for splice bolts sholl be % " , . fi^fi rrr LJB s11sO2/22/2OtB rreur, b020587-sl.dgn cl:crEo srr llA? 0116 l0/3/l1l SCTLET As Noted oESEr€D lrr L.r6 OLIE Z'1lolg rtEE El€tl€Ei BRToGE NO. 07426 oRAIING N0.60291 OAIE o.lE O'TE 0rlE ME 3trtr FEO. lO PRO.r. UL xr rEvtsE0 FILEO rtYtt€0 FtLrto BI.E E 3 tic JC }TO 02058? Ll4 sf t Joint r3'-0" 2 0 9'-6" 2 0 9'-6" (Typ. o7126 r?o'uNrr - 60292 Both Sides) Closed Roll Roil open Closed Roil open Roll Closed Roil N0TEST Iting B Poropet roil spocing ond Jolnt depth shoyn ore typicot for both sides of rooduoy. For reinforcing detoits. see 0w9. No. G0294. I I I Roils ond ylngs ore included in spon construction ond ore o @ included in spon quontities. 5501E in S40lE in bottom - t55 t2" a For Bor List.see 0u9.N0.60289. Concrete End Diophrogm For Views 'R-R" ond 'S-S-. see 0wg. N0.60293. 3'-0" - (bent o s502E t65 O 12" beoms) @ Portiot oepth Poropot Joint ot this tocotion 2'-7" min. lop s402Eo 6" -rt, @ futt oeOtn Poropet Joint ot this tocoilon Pourlng Sequence @sso,E ,n ,oo !- Slob Pouring Sequence Notes: c Constr. Joint Req'd. Slob Jt, Req'd. Slob Jl. - 3 sp.o C.L. Bridge & Pours wilh thg some number moy be ploced simultoneously or C.L. Constr. seporotely. all Pours illmust be ptoced before Pours (2).0[ o -T Pours (2) must be ploced before Pours (3). & ot I Pours {3} must be ploced (4) ploced. I before Pours con be 18 hours shoil etopse I between the end of o pour ond the stort of the next pour. Pouring Sequence I Pouring Sequence Pourlng Sequence o I I Constr. Joint 72 hours sholl elopse betveen odiocent Dours. lb deyloflon3 Constr. Joint Constr. Joint ------l fron tt'E oorrlm scqJonccs shoin rlilba dtoreZ- orro,, I S404E {typ.tO o - I sso,r o in diophrogm I Concrete in bridge superstructure sholl be ptoced.consolidoted ond screeded off for the entlre pour before ony concrete See 'Detoit H'. hos token its initiol set. This moy require the use of o S602E ln top O@ t2'-0" t2'-0" t2'-0" rotording ogent. Dvg. No.60293 ot end of unit sl Any pours {s S503E in 332 roiling mode before tho entire slob unit hos been 0 both ploced I must be opproved by the Englneer. I I I sides of roodvoy. see 'Detoit G") I I Unless otherwise noted. required slob pouring F I I I .loints ond I sequence conslruction joints sholl olign vlth poropet ioints ot the gutterllne. fling A tE d Concrete dlophrogms ot end bents sholt be poured monotithicoily C.L. Bt.2 or 4 Begin or End Bridge c.L. Br. 3 with the deck. 40,-5" -0" 26'-6" (Pour l) l9'-0" (Pour (Pour Symm6trlcol obout 3l 26'-0" 2) " ( Holf Pour 3) Holf-point of Unlt HALF REINFORCING PLAN AND SLAB POURING SEOUE NCE h' = r-o pmceO O os shoyn ln 'Iypicot Roodwoy Section.' Dwg. No.602g9. Eent up over Beoms E ln lopr540lE in Bottom @ See Dvg. No.5O29O for more detoits of reinforcing ln concrete end diophrogm. S503E in lop (Bundled with S50lE & S502E bors) Gut 40'-6" 45',-0" 45',-0" 40'-6" Beg. or End Bridge C.L. 4 of Bt.2 or c.L. Br. 3 C.L. Bt.2 or 1 or End of Brldge DETAIL G .- Req,.d stob No Scole Joint -...... _ Pouring Sequence of Pour I I Constr. Joint Stort of Pour t4 t) 4'-6" lPour 2l SHEET 4 OF 6 DETAILS OF I70'-0" CONTINUOUS INTEGRAL W-BEAM UNIT € ALERNATE POURING SEOUENCE o t/r" PROFESSIONAL N = Y-0" ROUTE SEC. ENGINEER N tat ARKANSAS STATE HIGHWAY COMMISSION o o Direction of pour shoil be from neor Bent 5 progressino to gent t. tf stoy-in-ploce ore used ond instolled in o monner thol r6quires pourlng of LITTLE ROCT. ARI(. n the-_s,lob pouring F in the opposlte dirsction.this Affernote Sequerice sn6l be DRrtlr LJB modified occordlngly to (2) pour lyr otrr.O2/22/2O18 Fr.Ex rC, b020587-sl.dgn 6 uhere Ctosure Pour ls ot Bent tond il) crc.eo rr, lOfS/iB progresses from neor Bent I to Bent 5. orra SCALET AS NOI6d z oEsrGEo lvr-[[f- LJB Dfie.L-2olB e tlm ExGtl€Ei o BRIDGE NO. 07{26 oRAWtNc N0.60292 IIIE ITIE lralE .ITE ME FEo. EI st,E tt.tr O PRor r{0. NEVEEO FtLl'f0 IEYIlEO FILEO B EE 3 m.. JC 1{O 020587 LJ5 -<' r0'-0" 07126- t?o'uNtl -60293 5- l"g fo(ned holes for guord roil Ploce Type 0 Bridge Nome connection. see std. Dwgs. GR-10 e GR-12 Plote on right poropet for bott ond odditlonol r0'-0" roil opprox. l'-0" from R40{E eo. fo. - ctr constr. jolnt, obout Conslr. Jt. lw (Beg. of brldge only) in Poropet 0ptionol Constr. z',-6 7'-6" Jt. in roll l-K- r r R40lE eo. fo. Fr. Fo. only I C.L. Guord Roil Connection I L- optionot Constr. Jt. f,\ ---_- I I T----r \ I Gutterline I ITI Cutterline I :_ | _r_ / Motch with spon enhoncemantl o "c" o f T Fr. Fo. I q I o I I 'e-== I \ -t- - - -r - - - R60lE eo. fo. o Level Req'd. Constr. Jt. I Provide o 6", hole for droin o I see [)wg. No. Pu-l ond Sectlon I t. 2'-6 I IK IL THREE DIMENSIONAL VIEII OF |IING AT INTEGRAL END BENT O aros No Scole 2 so.a 12" t2" 4 sp.o 12" 3 1'-6 4'-t0" ll{olE - Fr.Fo. o 7t/2" Ir402E - Bk. Fo. tTJ VIEI{ R-R O See EnO Bent Detoits on Dvg. No. G0ZB5 VEr{ S-S t/2" Y'0" for reinforcing ond oddltionol detoils. = Yz"'t-0" Vories 0" to 7" Connector Plote - r-0" f-7" to See Std. TABLE OF VARIABLES r0" 7" GR-ro & 2" l" d formed BENI VIING ELEV. "G" R{O3E y'hobs-CL, (typl for guord unless -roil connection bolts A 3'-3yi r59.90 R403E tIyp. B 3'-4th" t59.98 I clr It min. clr. R403E & t o unless A R404E - F o: 3',tli t59.90 o noted) 5 R4OI E o B 3'-3f( 159.90 o R6O2E clr Constr. Jt. (Level ) Q Req'd Constr. Jt E TI?OI E (Level ) t70t E Clr Consfr. It50r E Jt, R6OI E (Level ) o TI5OI E Til5OI E roo* E OaroaE SECTION L-L r-0" [50rE - 7 a t2" I I K-K No Scole I SECTION Front Foce of --i- No Scole Cop & Diophrogm I Top of Cop 8407E o I tI_ J-- I F I o I S6O3E I c 8408E o $ 2'-6" z',-4" SHEET 5 OF 6 DETAILS OF I7O'-0" z',-5" 7'-6" L Construction Joint In CONTINUOUS INTEGRAL W-BEAM UNIT Poropet (0ptionol) @ t0'-0" PROFESSIONAL o :T- ROUTE SEC. N ENGINEER @ tt t ARKANSAS STATE HIGHWAY COMMISSION o DETAIL H O aros SECTION u,.u{ t/2" No. LITILE ROCK. ARK. n = t'0" fi'= t-0" oR rtr lYr f,lB 611L02/22/2018 r1111A, b020587-sl.d9n o c.ec.to ar,@ ol;;5,10/il4 ;; As Noted z 0E5G,€D Brr t-J8 O^rat?- 2org E }IEE E}GDEEF o BRToGE N0.07425 oRAillNG NO.60295 o.tE o.lE .,.TE mg FED. PROJ xt ut urE tt.tr O I(L E NEYISEO FtLrt0 iEvt!€o FILI,CO mLI Etr 8 ric Begin or End of Bridge C,L. Portiol oeDth JC }O. 020587 qb 5' Poropet Jt. ( %" to l " mox.l Stop l'-2" from top of stob. C.L.Full-Depth Poropet Jt. 07126- t?o'uNtT -6029{ Spon ( 71" to l" mox.) Stop 4" from top of slob. I Closed Roil ,,0,, ,,F,' tor 06" 06" I L P40t E. P402E. ,,L,, ,,8, ,,E ond P50r E P4xx Note: Tt- ;1- Tt For locotion o-f--f-ull ond portiol deplh poropet joints, see Dwg. No. 60292. P4OI E P4OI E P4OI E TABLE OF VARIABLES P403E Eo. Fo. P1O2E Closed Roil Ponels open Roil Ponels Ponel "0" ,,E,, P4xx Ponel P4xx Length Bor "t' "c" "P,, E PsOI E Length Bor r3'-0" 25 3' P404E t8'-0" r3 6' 7 5'-5" P4O5E P5OI E A. B, P{xx Eo. F, P4xx Eo. Fo. P4xx Fo. 9'-6" r8 3" P406E r3'-0" I 6' I 5',-6" P4O4E Eo. )+ 4 4+ P403E to. Foce - Lop uith ,,P. P4xx bors shown. 4'-0" Droin ,,P,, os Center obout oll portiol depth ioints. ELEVATION TE PARAPET RAIL r-5' r-5 7" .2: 8" 8" r' I t/2,,c x min.l nin. 5,,*uas P4xx P{xx o 12" o.c. clr clr, pL l[.,x 5,,x 4,_0,, (M P40r P4O2E 270. Gr.35,50. or 50lvl P4xx P5OI E 5" o clr o clr, NOTES: )\ Poropet Studs shollbe 5"long,gronulor flux filled. solid fluxed. or equol. ond outomotlcoily Req'd. Constr "0etoit end yolded to the plote. Studs ond plote sholl Joint-Motch Seo Z' meet lhe requlrements of Section 807. Studs roodwoy slope l" clr, Smooth surfoce ond plote sholl be meosured ond poid for os yith trouel Structurol Sfeel in Beom SDons U 270. Gr.50Il). (typ.) SECTION B-B The surfoces of the %"Plotes vhlch wiltnot SECTION A-A be in contoct yith concrete sholl be pointed in occordonce with Section 638. or os opproved by the Engineer. only one coot Is required ond sholl be opplied in th6 Fobricotor's shop. Pointing yill not bE pold for dirocfly. but uiil be considered subsidiory to Sfructurol Steel in Beom Spons (M 270. Gr,50lI1. DETAIL Z Three r4 flbergloss reinforcing rlire sholl be smooth 9 goge. bors sholl be lnstolled os shown ond conform to AASHTo M 279. Ctoss ocross ollopen iolnts with o 20"min. 3 golvonizotion ond dimensions. lop on eoch steel bor. For octuol plocement of reinforcing steel. see ts poropet detoils. All smooth wlre shol I J be ploced on fhe inside foces of the reinforcing ru I tt rtttttttttl Bor to tighten smooth ,1 E uire sholl be fibergloss The poropet SHEET 6 OF 6 or epoxy cooted. extruded sholl conform to the horlzontol ond verticol lines shoyn on the plons DETAILS OF I7O"O" ponols or os dlrected by the Engineer ond AII sholl be broced os required to prevent rocking.All open sholl presenl o smooth.unlform oppeoronce CONTINUOUS INTEGRAL $J-BEAM UNIT joints sholl proctlcot t/a", @ be sowed os soon os to o mlnlmum uldth of ond fexture. unless otherwise noted. exposed o To control crocking before souing.oll joints must be grooved surfoces moy be given light brush finish PROFESSIONAL N o ROUTE SEC. before the concrete is set. Sowing the must be or o Closs 3 lextured Cooting Finlsh in ptoce @ of Joints ENGINEER controllod so it wlll follor th€ grooved joint. of Closs 2 Rubbod Finlsh, ttt ARKANSAS STATE HIGHWAY COMMISSION o No. n LITTLE ROCK. ARK. DETAILS OF OPTIONAL SLIPFORMING OF CONCRETE PARAPET RAIL Onlm{ lrr LJB s112,O2/22/2O18 elss6 b020587-sl.dgn o c,ec.ro arr@ oNETofqg Sf,lLEr No Scole Fz 0CSfiEDlvr LJB OlrEr Z-Zrta G TIIEE EIGITEEi o BRIDGE N0.07426 DRAtrING NO.50294 OATE olrE OAIE OAIE SrrrE .Eo& ru ET EUSEO FI.TEO ifYl$o rlrao sl{ECTS 6 ARr(. J6 iF. 020587 47 55 cRoss sEcTtolts I r65 165 r r STAGE ITRAFFIC r r r60 { I 2O'EXENNG LANESI.I iri 160 MATCH EXIST. MATCH 155 I @ @ r55 r50 150 r45 145 r40 r40 r35 r35 -r45r40 -r30 -120 -r ro - loo -90 80 -70 -60 -50 -4'u. -30 -2J - lo o lo 20 30 40 50 60 70 80 90 roo l lo 120 130 r40145 OETOUR CONST. MAIN LANES DETOUR OBLIT. *OO. DETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT O AREA CUT 2 AREA CUT O 2l I OO = = = CUT VOLUME = O CUT VoLUME = 2 CUT VOLUME = 0 AREA FILL = O AREA FILL 26 AREA FILL : O = FILL VoLUME = O FILL VOLUME : 24 FILL VoLUME = 0 r65 165 r60 I STAGE I TRAFFIC I (o I 20. EXISTING LANES I r60 (\o MATCH EXIST. MATCH EiIS T. (\ r55 r55 a\ o r50 r50 145 145 140 140 135 135 (,z e -r45r40 -t30 -120 -tlo - roo -90 -ao -70 -60 -50 -40 -30 -20 -ro o to 20 30 40 50 60 70 80 90 roo I ro 120 r30 r40r45 ts DETOUR CONST. MAIN LANES DETOUR OBLIT. 2lO*50. OO DETOUR CONST. MAIN LANES DETOUR OBLIT. o AREA CUT O AREA CUT 0 AREA : O (, = = CUT BEGIN TRANSITION CUT VOLUME : 0 CUT VoLUME 0 CUT VoLUME 0 o AREA FILL : AREA FILL : = = sa 0 O AREA FILL = 0 FILL VOLUME FILL : o I I = 0 VOLUUE O FILL VOLUME = 0 e, STA.2lO*50. OO TO STA. 21 I *OO. OO 0lrt OTIE DAIE OATE 3r^rc i€reM 5EI IOII EYISC|O FfED Rtr6t0 fllrEo E SICEIS 6 ARr(. Jt i€. 020587 48 55 cRoss sEcTtoNs STA. 504+58.49 BEGIN DETOUR sTA.213+59.49 - HWY. t38 I 4', 4' sHLDf. 22' TRAVEL LANES S,HLoB. ffi r65 s o |o ,m o ol 6 Os F r65 F @ @ o@ r60 .. o € !o 4 'ho F N @ r60 _qE o.ot3'/' @, r55 E € o ".!" r55 I STAGE I TRAFFIC i r50 20,EXISTING LANESI r50 r45 r45 r40 140 r35 r35 130 r30 125 125 -r45r40 -r30 -120 -rro - -90 roo -ao -70 -60 -50 -40 -30 -20 - ro o lo 20 30 40 50 60 70 80 90 roo I ro 120 r 30 140145 OETOUR CONST. UAIN LANES DETOUR OBLIT. OO OETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT : 0 AREA CUT 0 AREA CUT = I 2l 3.OO. = CUT VOLUME : O CUT VOLUME : 2 CUT VoLUME 12 AREA FILL = 0 AREA FILL = 42 AREA FILL : 25 = FILL VoLUME = 0 FILL VoLUME = 155 FILL VoLUME = 67 4'. 4' !xt-Df' 22'TRAVEL LANES S,HLDT. ffi r65 sO- N Or ON ,NO r65 qt d: o .@@ r60 I -E: o .n6 o r60 s: N r55 niE E o r55 r STAGE I TRAFFIC i s. I 20,EXISTING LANES r50 ' r50 r45 I45 r40 140 r35 r35 -145r40 -130 - -120 -tro roo -90 -ao -70 -60 -50 -4.'j. -30 -2e - lo o lo 20 30 40 50 60 70 ao 90 roo r lo 120 130 r40 r45 OETOUR CONST. MAIN LANES DETOUR OBLIT. OO DETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT = 0 AREA CUT = I AREA CUT 5 212+OO. = CUT VOLUME = 0 CUT VOLUME : 3 CUT VOLUME l0 AREA FILL = O AREA FILL = 4l AREA FILL : II = FILL VoLUME = 0 FILL VOLUME : 78 FILL VoLUME = 23 4 1' sHLDfl. 22' TRAVEL LANES S,HLDB. ffi r65 F :qfr r65 6@fie o .@6 r60 o 9.9 E .99 o o Oo: o r60 o @ r55 =6 E o GI @ r55 GI rI STAGE I TRAFFIC i o 20'EXIST1NG LANESI r50 r50 145 145 140 140 r35 r35 (,z -145140 -r30 ct -120 -rro - loo -90 ao -70 -60 -50 -4c -30 -20 -ro o ro 20 30 40 50 60 70 ao 90 loo I ro r20 r30 r40r45 F. DETOUR CONST. UAIN LANES OETOUR OBLIT. (o DETOUR CONST. MAIN LANES DETOUR OBLIT. (l AREA CUT : O AREA CUT : 2 AREA CUT : 5 21 1.5O. OO CUT VOLUME : O CUT VOLUME 4 CUT VoLUME 5 o AREA FILL O AREA FILL 43 AREA FILL : 14 BEGIN JOB O2O5A7 = = GT = = FILL : O o END TRANSITION VOLUME FILL VOLUME : 64 FILL VOLUME = 13 G STA.2l I *5O. OO TO STA. 213*OO. OO OAIE OAIE OAIE OAIE srrrE sEr IOII Evi$l) Frlao REust0 r1E0 'EoIM E SEEIS 6 lRr(. J(l XI 0205E7 49 55 cRoss sEcInNs I 4', 1' sHLDf. 22' TRAVEL LANES S,HLDB. sTA. 215+44.94 ffi BEGIN GUARDRAIL LT. sTA.215+0t.44 BEGIN WIDENING FOR GUARDRAIL LT. @ N= o oo rD on @ @@EE e E9 170 e.e o ruE G6E 170 6j =3 '6 Ftsoo o do r65 I o UU I o-.o=hf 'q6 oct cl E6i o r65 G @ o oo E3 f n o 160 'on E FO tr t60 r55 -'d o ":'IlO.O'r. E 155 r50 DETOUR STA.506+00.75 : 150 iI stacE r tnlrrrc r45 , zO,EXISTING LANES,!' silcr z rirrirc i 145 'I I 140 20,TRAFFIC LANES r40 r35 r35 -r45t40 -130 - -120 -rro roo -90 -ao -70 -60 -50 -4c -30 -2c - ro olo2(.j.30 40 50 50 70 80 90 roo I ro 120 I30 r40r45 DETOUR CONST. MAIN LANES DETOUR OBLIT. OO OETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT = 2 AREA CUT = 0 AREA CUT : 18 2l 5.OO. sTA. 2r4+65.97 6 CUT VoLUME 3 CUT VOLUME O CUT VoLUME 23 AREA FILL : 74 AREA FILL 88 AREA FILL : O EEGIN GUARDRAIL RT = = = = @ 4' 4', FILL VOLUUE 97 FILL VOLUME 157 FILL VoLUME E = = = 30 s qoq STA.214+50 - CONSTRUCT F @ @G.t- APPROACH 0N LT. {00 CU. Y0. r65 = 6 F jEs.i j@fal=O . q!6f;Y. uqLJQn -. @ o ouj- r65 EHHE F r60 s E E s r60 o --/:", o r55 .-.' -Eo t STAGE I TRAFFIC r r55 /-_*.-/' I 20'EXISTING LANESI r50 1.24' r50 145 + DEIoUR STA.505+49.83 145 140 140 -t45140 -130 - I ro - -90 -120 roo -80 -70 -60 -50 -40 -30 -2(J. - lo o lo 20 30 40 50 60 70 ao 90 roo l lo 120 130 r40145 DETOUR CONST. MAIN LANES DETOUR OBLIT. OETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT I AREA CUT : O AREA CUT 7 2l 4*5O. OO = = @ 1' CUT V0LUME 3 CUT V0LUME AREA FILL = 30 AREA FILL : 82 AREA FILL : 52 1' o = = 2 CUT VoLUME = I FILL VoLUME = 37 FILL VoLUME : l2l FILL VOLUME = 69 !! sl A.211+22.47 BEGIN WIOENING FOR GUARDRAIL RT o G o F f o o r65 .E- ^ @ ts' SseE U F IEF r65 e o ul!6u oF ..F 6sJ-6 @ r60 6 oo r60 o U o o (\ o 'o (\t r55 I p (\I r STAGE ITRAFFIC 'r 155 I I o r50 20,EXISTING LANES b.i2; r50 r45 /{ 145 DEToUR STA.504+99.98 140 140 r35 z r35 (, -145140 -130 -rro - c -120 roo -90 -80 -70 -60 -50 -40 -30 -20 - ro oro20304c 50607l',j.80 90 loo I lo 120 r30 140145 DETOUR CONST. MAIN LANES OETOUR OBLIT. q, OETOUR CONST. MAIN LANES DETOUR OBLII. lft AREA CUT = 2 AREA CUT = 2 AREA CUT : 2 2l4.OO. OO CUT VOLUME = 4 CUT VOLUME 4 CUT VoLUME 6 o AREA FILL : l0 AREA FILL = 50 AREA FILL = 42 = = oN FILL VOLUME = 18 F|LL VoLUME : t7O F|LL VOLUME = t23 e. I STA.2l4*OO. OO TO STA. 215*OO. OO OIIE OTIE DAIE OAIE FEM sr^rE fEreM SEI IOII EUSTD F]EO Rfusfo FlEO DSIJ8. h 9iEETS 6 lRr. JI UI 0205E7 50 55 CR0SS SECIIOI,IS e3 @ o_ NN o oo 99 g 99 4' 1' GE SHLDF' 22' TRAVEL LANES S,HLDB. == E ce ffi 170 FFoo 170 @ UU YOO F 6c! ^u ilir N EqEaB r65 I -oa go EE3sd r65 G r60 f o o 160 uF o\- N o o r55 .r STAGE ITRAFEIC .r E E iq= I 20. EXISTING LANES I N 155 ,--, z-_._._ r STAGE 2 TRAFFIC r N r50 I 20' TRAFFIC LANES,I 6 '8t.46'- 3 r50 I 145 145 140 ENO -4.252 LT.OITCH GRADE ... sTA. 2t7+96.50 END- RT. DITCH'GRADE 140 ELEV. 148.25 : '2.T32 ELEV. 145.a2 r35 r35 r30 130 -r45140 -r30 -120 -rro - roo -90 -ao -70 -60 -50 -4(J^ -30 -20 -ro o ro 20 30 40 50 60 70 80 90 loo r ro 120 r 30 r40 145 OETOUR CONST. MAIN LANES OETOUR OBLIT. DETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT AREA 47 sTA.217+87.t0 217,96.50 - BRIDGE END = 0 CUT = AREA CUT = 578 CUT VOLUME 0 CUT VoLUME : 142 CUT VoLUME 1792 AREA : END GUARDRAIL LT = = FILL 578 AREA FILL = 257 AREA FILL : O s@ FILL VOLUME l74l FILL VOLUME : 69I FILL VOLUME 4q H @F sTA. 217+87.r0 = = O oo END GUARDRAIL RT. Etr i; 1', 99 @ 4' s,HLoB. qC E rD IHLoF' 22' TRAVEL LANES 170 'oo -l=GG € ffi. FF Y* o 170 FFoo F 6 UU c, d q&:n 6 tsB E oo f r65 c! o I a3:3 4ot r65 ,u,F G, n@rcl r60 o= -<--l-:=._4u_%_-,_-.-=- q 'on r50 F U @ E r55 _o_ @ r55 Fs -1 oeTOUR STA.508+09.79 I 150 r STAGEI 2 TRAFFC r r STAGE ITRAFF]C r I 20, TRAFFIC LANES I 1 r50 20. EXISTING LANES 1 r45 145 sTA. 2t7+65.00 140 EEGlr{. :1252 l.L DITCH- GRADE ELEV. r49.59 r40 r35 135 -r45140 -130 -120 -l lo - loo -90 80 -70 -60 -50 -4U. -30 -2|J- - lo o lo 20 30 40 50 60 70 ao 90 roo I 10 120 r30 140t45 DETOUR CONST. MAIN LANES DETOUR OBLIT. DETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT 0 AREA : AREA 425 2l 7.OO. OO = CUT 32 CUT = CUT VoLUME = 0 CUT VoLUME = 60 CUT VoLUME lll2 AREA FILL : 396 AREA FILL 129 AREA FILL : = = 0 @F FILL VOLUME = 1226 FILL VOLUME = 426 FILL V0LUUE = 24 @F N o dc; F o ol 4 4', cc I E GC. E 170 f= f o 170 o oo o 6 ul o s,j FF F o n UU U o o o r65 q oo I, Ol o I "o,E n r65 e. 160 o= @ c, F @ r60 o U ----- 4 GT .q 94 --'r,:-. o r55 /' ' r4 r55 (\aN 29.t4' I DETOUR r o ' sTA: sc7lot73 r50 | STAGE 2-TRAFFICI r r50 I 20'TRAFFIC LANES I r STAGE I TRAFFIC i I 20, EXISTING LANES' 145 r45 sTA. 216+00.00 BEGIN :2.732 RT. DITCH GRADE I40 -. ' EtEv.150.59 140 r35 z r35 (, - -90 q -145r40 -r30 -120 -1ro loo -80 -70 -60 -50 -4U. -30 -20 - lo o lo 20 30 40 50 60 70 80 90 too r ro 12|U^ 130 140r45 OETOUR CONST. MAIN LANES DETOUR OBLIT. OO DETOUR CONST. MAIN LANES DETOUR OBLIT. o AREA CUT 0 AREA : O AREA : 176 216*OO. (t = CUT CUT CUT VoLUUE : 4 CUT VoLUME = 0 CUT VoLUME : 359 o AREa FILL 266 AREA FILL IOO AREA FILL : 13 N = = FILL VoLUME = 630 FILL VoLUME : 348 FILL VOLUME = 24 co STA.2l6*OO. OO TO STA. 217*96.50 orrE 0rIC OAIE 3lll€ FEreM SEI IOI& EUSTO Fllao dfil[o rrtao & sreErs 6 lR(. J6 I(L 020587 51 55 cRoss sEcTnNs sTA.219+76.90 sTA. 2r9+76.90 oh BEGIN GUARDRAIL LT qq 6 oo BEGIN GUARDRAIL LT. oo o F@ I 99 I oo 4' 4', E4 S,HLoE. G,G lnLofl. 22,TRAVEL LANES 170 f3 e, GE ffi oo f 170 FF o o F' oo== @ qEqB o UU FF @ r65 o 6o U UU q o o oo o e SESs r65 = s a N r60 E o r60 o= s r- ----:-.-oJ4*,-:A s J F --LL JvB. 3x N e 155 U P" STAGE TRAFFIC , r STAGE I TRAFFIC r @ o e, r 2 I I >-_ I 20' EXISTING LANES I s r55 o= 20. TRAFFIC LANES F :-/ __ l!\ r50 " <{' U -*-.*"" "-- o -/-r' r50 145 '\ -*\ -/ -sTA.2r9+67.50 -/ sTA. 2t9+67.50 145 BEGIN 2.442 LT. DITCH GRADE ENO r.652 RT. DrTCH GRADE r40 ELEV. i48.89 I ELEv. rng.zl r40 I r35 r35 - -175170 -r60 r50 - I40 - r30 -120 - r ro - roo -90 -80 -70 -60 -50 -40 -30 -20 -ro o ro 20 30 40 50 60 70 80 90 roo r ror 15 DETOUR CONS]. MAIN LANES DETOUR OBLIT. DETOUR CONST. MAIN LANES DETOUR O8LIT. AREA CUT 127 AREA CUT : 26 AREA CUT 528 219.67.50 - BRIDGE END = = CUT VOLUME 158 CUT VoLUME 32 CUT VOLUME 2970 AREA FILL : 480 AREA FILL 229 AREA FILL : I27 = = = = -@ o so 219t54.50 - TOE OF SLOPE FILL VoLUUE = 2875 FILL VOLUME : 285 FILL VOLUME I58 Nf-o N = @@ dc; I @o sTA.510+00.50 - coNsTRUcT 4', 1' SHLDF. SExTUPLE 96" x 132'TEMPORARY PIPE CULVERT 22' TRAVEL LANES S,HLDB. ee ON 15'LT. FIID. SKETV ffi 170 l= 02: '2380 'C.F.S.a D.A.j6{5{O -ACRES 170 Ees oo N @ o @ N FF 60 N O@ HBE UU 60 o o' di 155 Oo 60 I 66 165 0.076, 'o.ozo'r' o.ozo'r,:. r60 k A r60 r STAGE 2 TRAFFIC r ir STAGE I TRAFFIC r I r55 Xo:. !. 2OI TRAFFIC .LANES o .....'r..20'.ExrsTrNG LANES.T . ... o d; o o r55 fr @ @ r50 I tr gE E r50 6, 145 FF, .. r- o ? H l.- U r45 STA. 222+95.65 END GUARDRAIL LT. STA. 222+64.15 4' 4' END WIDENING FOR GUARDRAIL LT S,HLoB. lnLDf. 22,TRAVEL LANES ST A.222+20.65 N o W END GUARDRAIL LT. @ o q F F ts o I I 4 6l F G, e, F d@ O F E N oo=N o= o =@ao5oi d qi @ o r65 F Fii \O o @ 165 G, U E U- I EE o o @ ivo-= 4 160 FEq'i r60 GE N6 6- 155 t SIAGE I TRAFFIC .r r55 I 20, EXISTING LANES I r STAGE 2 TRAFFIC r r50 I 20'TRAFFIC LANES I r50 . r l3J0' r r45 |_;-l 145 DETOUR STA.513+23.43 r40 140 -r45r40 -130 -120 -lro - roo -90 -ao -70 -60 -50 -40 30 -20 -ro o ro 20 30 40 50 60 70 80 90 roo r lo 120 r30 r40r45 OETOUR CONST. MAIN LANES DETOUR OBLIT. OETOUR CONST. MAIN LANES OETOUR OBLIT. AREA CUT : AREA 4 AREA sTA. 22t+20.00 222*OO. OO 2 CUT = CUT = 3 CUT VoLUME = 1 CUT VoLUME = 33 CUT V0LUME = 370 AREA FILL 12 AREA FILL 82 AREA FILL 29 BEGIN 2.442 LT. OITCH GRADE = = = ELEv. 152.61 FILL VoLUME = 477 FILL VoLUME = 365 FILL VoLUME = 54 @o - I F6 o@ 4' 4', @o @ E9 $ I ;fi o SHLDF. 22. TRAVEL LANES S,HLDB. 170 @ '--. ffi 6 ci g GG E o 'o 170 N oofl o o N ,o nmrum e tt. F-Fts 55 o o 'o oi r65 UU E c ,E oi r65 c 60 tsH E!0 l H o o r60 F 160 u -:-oiq-o' s N o o c r55 4" r STAGE I TRAFFIC r E , 20' EXISTING LANES ! r55 r50 r50 145 L M 44,30, r45 r40 r40 -145140 -130 -120 - I rO - loo -90 80 -70 -60 -50 -40 -30 -20 - lo o lo 20 30 40 50 60 70 ao 90 roo r lo 120 130 r40145 DETOUR CONST. UAIN LANES DETOUR OBLIT. 221 *OO. OO DETOUR CONST. MAIN LANES OETOUR OBLIT. AREA CUT 0 AREA CUT 14 AREA 196 = = CUT = CUT VOLUME = O CUT VOLUME = 73 CUT VoLUUE = ll4l AREA FILL = 215 AREA FILL : ll5 AREA FILL : O FILL VOLUME 1098 FILL VoLUME 584 FILL VoLUUE 33 @ = = = oo @ 60 o 1' dct E oo 99 EE !Hr-Df. 22,TRAVEL LANES S,HLoB. 'c.-ci 170 E d- Ed' ffi 170 o o fl o= l= oo F oo 4 34&83 n FF FF r65 !a 'oi- UT U^ rU .o oo o 60 E fi88a$ r65 =' o @ r50 J.< E. ao -o.og!' o f o r60 -/ ,fr o F (\to r STAGE 2 TRAFFIC r = F E r55 I 20. TRAFFIC LANES I -J, T..STAGE.ITRAFFIC r 6 GI I I 20,EXISTING LANESI r55 (\t -. s o r50 .,/ .'' . ,-.: -. _ 75.r6' 150 ' DETOUR STA.5II+13.76 t45 145 140 r40 135 r35 z (, -r30 -t - -80 c -r45r40 -120 ro roo -90 70 -60 -50 -40 -30 -20 - ro o lo 20 30 40 50 60 70 ao 90 loo I to 120 r 30 140145 F OETOUR CONST. MAIN LANES DETOUR OBLIT. DETOUR CONST. UAIN LANES DETOUR OBLIT. @ AREA : O aREA 22O.OO. OO rat CIJT CUT = 25 AREA CUT = 420 CUT VoLUUE : 76 CUT VOLUME = 3l CUT VoLUME : 57O o AREA FILL : 379 AREA FILL 200 AREA FILL 18 FILL : osa = = VoLUME = 517 FILL VOLUME 258 FILL VoLUME = 87 e, STA.22O+OO. OO TO STA. 222*OO. OO IOI4 O^IE OAIE OTTE O^IE stlt: fEo& M *EI ENSEO fllco Rtusto FTED OSIJ€.'EW E sliGCIS 6 lRr(. Jl io. 020587 53 55 cRoss sEcTmNs I 4' 4'. t EHLDF. 22. TRAVEL LANES S,HLoB. STA. 226+60.00 F ffi BEGIN -12.57'l RI. DITCH GRADE N ELEV. t50.79 a o@ @ @o r65 OF o F @ r65 FF F Fts Eos E€ E o6 o r60 f.i' :.3 r60 i,r4 Eo: o I r55 1.1 r55 r STAGE I TRAFFIC r I 20'EXISTING LANESI r50 I I 55.3C r50 I DETOUR STA.5|7+30.93 | 145 145 140 I40 -r45r40 -r30 -120 -llo - roo -90 -80 -70 -60 -50 -40 -30 -20 - ro o ro 20 30 40 50 60 70 80 90 roo r ro 120 130 140145 OETOUR CONST. MAIN LANES DETOUR OBLIT. 226*OO. OO OETOUR CONST. MAIN LANES OETOUR OBLIT. AREA CUT = 0 aREA CUT = 0 AREA CUT = 94 STA. 225+95.00 CUT VoLUME 6 CUT V0LUME 0 CUT VOLUME 272 BEGIN .6.002 LT. DITCH GRADE = = = AREA FILL : 66 AREA FILL 56 AREA FILL : O sNmqF4'4' FILL VoLUME : 196 FILL VoLUUE 145 FILL VOLUME : O = ELEV. t52.5t 6I\SHL0,R. = o dro '4 22, fRlVgl laHeS S,HLOR. o: m EE E $$ffi E G,G S ? RO t65 G oo=l e5 oO@sse o r65 f FF- F FF6 n o 14- U 'UU- E. 3E F 6s oo6 - e5 r50 ul ul o EE 150 r55 r55 r STAGE ITRAFFIC i r-20-E IST|NG L-INaSt r50 r STAGE 2 TRAFF|d r r50 t \)rit, , 145 t DETOUR. STA.5t6+27.35 I 145 r40 140 -r45r40 -r30 -120 -r ro - roo -90 -80 -70 -60 -50 -40 -30 -20 -ro o ro 20 30 40 50 60 70 ao 90 loo I lo 120 r30 r40r45 OETOUR CONST. MAIN LANES DETOUR OBLIT. 225.OO. OO DETOUR CONST. MAIN LANES DETOUR O8LIT. AREA CUT = 0 AREA CUT : 0 AREA CUT = 53 CUT V0LUME = 6 CUT VoLUME = 2 CUT VoLUME = lol IIO @s to h AREA FILL = AREA FILL = 22 AREA FILL = 0 CF: q F FILL VoLUME = 86 FILL VOLUME = 66 FILL VoLUME = 6l @ @@@ @ 6 94 !c E F e G o d o oo l F f N6 r65 o 6 o @ @6 r65 G,l F q F 4 on o U gq frefi F o r60 U SE r60 EaE o r55 r STAGE iTRAFFIC i r55 ' 20,EXISTING LANES ' r50 r STAGE 2 TRAFFIC r r50 I 20,IRAFFIC LANES I r45 5,57' r45 r40 r40 -145140 -r30 -120 -rro - roo -90 -80 -70 -50 -50 -40 -30 20 -ro o ro 20 30 40 50 60 70 80 90 loo l lo 120 r30 r40r45 OETOUR CONST. MAIN LANES DETOUR OBLIT. OETOUR CONST. MAIN LANES DETOUR OBLIT. ST A. 223+24.01 HIYY. 138 = 224*OO. OO AREA CtlT = 3 AREA CUT = I AREA CUT = I sTA.5r4+48.39 DETOUR CUT VOLUME = 6 CUT VoLUME = 2 CUT VoLUME = 2 AREA FILL : 6 AREA FILL = 14 AREA FILL = 33 4', 4' FILL VOLIJME = II FILL VoLUME = 116 FILL VoLUME = 170 STA. 223+39.15 lnLDf. 22'TRAVEL LANES S,HLDE. END IYIDENING FOR GUARORAIL LT. ffi (!s-N6st9s@ r65 @ oi q. oi o; @ N @ sEeO o r65 F @ @ Ots 6to o 6 4 d@ (\' r60 E-di r60 (\t E e - o r55 r STAGE I TRAFFTC r 155 I 20. EXISTING LANES I r50 t STAGE 2- TRAFFIC r I I r50 20, TRAFFIC LANES STA. 223+00.00 r45 I ENO I.652' RT. DITCH GRAOE o:52' ELEV. 153.7t 145 OE TA. + r40 140 (,z c -r45r40 -r30 -120 -llo - roo -90 -80 -70 -60 -50 -40 -30 -20 -ro o lo 20 30 40 50 60 70 80 90 roo r ro 120 r30 r40 145 DETOUR CONST. UAIN LANES OETOUR OBLIT. DETOUR CONST. UAIN LANES OETOUR OBLIT. @ 223*OO. OO lrt AREA CUT = 0 AREA CUT : 0 AREA CIJT : O CUT VOLUME = 4 CUT VOLUUE = 7 CUT VOLUME : 6 o AREA FILL O AREA FILL 49 AREA FILL 59 FILL VOLUME 78 FILL VoLUUE FILL VoLUME : 164 N = = = I = = 244 e.o STA.223*OO. OO TO STA. 226*00. OO tgta olr€ .,TIE DAIE 0ltE StltE i€os M ffirs E$STD FAEO i€ssf0 FTEO 6 ARIL Fo JI TF. 020587 54 55 @19 @ tso, cRoss sEcTtoNs F@ !a 6@ n 66 o6 1 4', o 60 4e SHLDF. TRAVEL l. ffi 22. LANES EHLoT. 4 te E-q I rE * o N ,(oo r65 165 U 56Y @ @ d oo== o FF (, 5s @ ,(, UUFF uuo @ E @ o= oo oo- E. I 4 s.o r60 r60 NI, EE p €d r55 r55 r STAGE I TRAFFIC t I 20'EXISTING LANES I r STAGE 2 TRAFFIC r 150 r50 rzO'.TRAFFic LANESI 31.32', 145 r45 r40 140 -t45r40 -r30 -120 -llo - roo -90 -ao -70 -60 -50 -4c -30 -2c - IO O I O 20 30 40 50 60 70 80 90 loo l ro 120 130 r40145 DETOUR CONST. MAIN LANES OETOUR OBLIT. DETOUR CONST. MAIN LANES DETOUR OBLIT. 229"OO. OO : AREA CUT : 0 AREA CUT = 9 AREA CUT = 78 CUT VoLUME = O CUT VoLUME = 29 CUT VoLUME 501 FILL VoLUME 427 FILL VOLUME : 106 FILL VOLUME 0 AREA FILL = 65 AREA FILL = 16 AREA FILL = O or.o o OF = = FN 6 (gO 4' 4 no o n6 s E9 E Eg l_ tnLof. 22.TRAVEL LANES S,HLDB. F ffi o E,E G, EE -(: nq| oro I r65 I f= 4 F@ ,@F r65 oo o ==oo @@ F @@ FF F FF Go q4 6 _66 G UUU .. UU F, :, oo ^.. o 66 -Jh F r60 r60 o N 6 F s E u o.oto'/' o.o20.a.o40,/, 9oIE o r55 o | ..: e r55 '-/\r\-- r STAGE 2 TRAFFIC r -$ r STAGE I TRAFFIC r I TRAFFIC LANES I I 20'EXISTING LANES I - 20, r50 -/-- 57.O4', r50 145 145 r40 140 -145r40 -130 -120 -rro - roo -90 -80 -70 -60 -50 -40 30 -20 -lo o ro 20 30 40 50 60 70 ao 90 roo l lo 120 r30 I40r45 STA. 227+65.00 DETOUR CONST. MAIN LANES DETOUR OBLIT. DETOUR CONST. MAIN LANES DETOUR OBLIT. STA. 22?+80.0O 228*OO. OO END 7.232 RT. DITCH GRAOE CUT VOLUME O CUT VOLUME 179 CUT VoLUME 985 AREA CIJT = O AREA CUT : 5 AREA CUT = 193 END 7.232 LT. DITCH GRAOE STA.227+07.00 - CoNSTRUCT = = = ELEV. r19.88 FILL FILL 1230 FILL VoLUME 0 AREA FILL = 165 AREA FILL = 4l AREA FILL : O NS 6 ELEV. f5o'97 DBL. 7'x7'x62'R.C. BOx CULVERT VoLUME = 975 VOLUME = = 6s srA.z27+23.84 4' 4' WITH 3:ltlNGS LT.& RT. @(, 938 BEGIN 7.232 LT. DITCH GRADE o6 S,HLDT. 025 = 145 C.F.S.. D.A.=646,10 ACRES SI A.227+23.84 sTA. 518+39.70 - CoNSTRUCT EBs ELEV. r46.80 !nLD$. 22. TRAVEL LANES 48" x 66'TEMPORARY PIPE CULVERT ffi BEGIN 7.232 RT. DITCH GRADE ON 2'LT. FWD. SKEW o GG e, F lrlo ELEV. r17.00 . F, ff N oo 53 'C.F;S.. 0.A; 54610 ACRES' &d, F ON 'NO 165 r65 02 = =' @ oo o= fl F N FF F oo n-' FF .F ts s UU U FF uli 99 s q F oo o UU Ta- iT. r60 160 e cio I o e- f, o Fo o r55 U o o r55 o 1'j-z F = r50 -l-l /- = r50 L_- F.L.,0UTLET :.146.80.1 145 DEIOUR. F.L'.]NLET .'146:80 ;RT.' 145 F.L. INLET = 147i00 RT. DETOUR F.L. oUTLET' = 116.0lLT. r40 140 + r35 r35 -145140 - r 30 -120 -rlo - roo -90 -ao -70 -60 | -so -4o -3o 20 -ro o lo 20 30 40 50 60 70 80 90 loo r lo 120 130 r40r45 I I MAIN DETOUR OBLIT. DETOUR CONST. MAIN L^NES OETOUR OBLIT. STA. 226+9O.t6 *O7. OO DETOUR CONST. LANES 227 . 13 VoLUME 90 AREA CUT = 0 AREA CUT : 98 AREA CUT = 380 END -6.00Z LT. OITCH GRADE CUT VoLUME = 0 CUT VoLUME CUT = AREA FILL : 401 AREA FILL 573 AREA FILL : 0 Fc, ELEV. r46.80 FILL VOLUME : 89 FILL VoLUME = 156 FILL YoLUME = 0 = ss o qu:FO 4' 4'. (r(, (o 60 SHLDB. 22' TRAVEL LANES S,HLDT. E4 E E9 ffi n F CE G GG 6 o 'N6 r65 o' oo=l D ff o l!N o !! r65 s FF o oo 6 FF F 6 UU F FF s o on E ,no F o6 U UU G o 6G E q r60 r50 f, f e o o o o F F (\ 4 @ 155 r55 o r STAGE I TRAFFIC r @ (\a I I @ (\a 20, EXISTING LANES o r50 ....<' = r50 r STAGE 2 TRAFFIC r 145 r45 I 20,TRAFFIC LANES I . STA.226+90.16 64.98', ENo -12.572 RT. D|TCH GRADL I . 117..00_ 'I 40 t: DEToUR STA.5r8+3r.52 ELEV. . , . I40 r35 r35 oz -r45140 -130 -120 -r ro - loo -90 80 -7U- -60 -50 -40 -30 -20 - lo o ro 20 30 40 50 60 70 80 90 loo l lo 120 130 140145 c CONST. MAIN LANES DETOUR OBLIT. OETOUR CONST. UAIN LANES DETOUR OBLIT. OO DETOUR 227.OO. CUT VoLUME 0 CUT VOLUME O CUT V0LUME 757 o AREA CUT = O AREA CUT : 0 AREA CUT : 316 = = = rrt FILL FILL VoLUME 1080 FILL VOLUME 0 o AREA FILL = 287 AREA FILL = 527 AREA FILL : O VOLUME = 653 = = (\ I STA.227 *OO. OO TO 229*OO oo c,o STA. ffil IOII OAIE OTIE lTIE O IE trlt€ IEo4reJ& E$$D FAEO REvlsao FlTCO n SXEEIS 6 ARf,. J6 XL 020587 55 55 CROSS SECIONS St A. 522+26.40 BEGIN DEToUR STA.230+87.63 - HuY.138 DETOUR CONST. MAIN LANES DETOUR OBLIT. OETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT = 0 AREA CUT = 0 AREA CUT = 0 CUT VoLUUE = 12 CUT VOLUUE =Q CUT VOLUME = 0 FILL 19 FILL VOLUUE FILL VoLUME 0 AREA FILL = O AREA FILL = O AREA FILL : O VOLUME = =o = r65 r65 r STAGE I TRAFFIC t I 20.EXISTING LANES ! r60 r60 r55 r55 r50 150 r45 145 140 r40 - 145140 - 130 -12c - I lO - IOO -90 -aO -70 -60 -50 -40 -30 -20 -ro o lo 20 30 40 50 60 70 80 90 IOO I lO 120 130 140145 23O*50. OO END TRANSITION DETOUR CONST. UAIN LANES DETOUR OBLIT. OETOUR CONST. MAIN LANES DETOUR OBLIT. 17 : : AREA CUT = 0 AREA CUT = O AREA CUI = 0 CUT V0LUME = CUT VOLUME 0 CUT VoLUME 0 : FILL AREA FILL : O FILL VOLUME 19 FILL VOLUUE = O FILL VoLUUE = 0 AREA FILL 0 AREA = 0 I = 4 4', sfLDR. 2t, TRAVEL LANES ,SHLqR. ffi r65 r65 160 r60 r55 - -,-.-i'ucr-ftErt r55 ' I 20, EXISTING LANESI 150 r50 r STA6E 2 fRAFFIC r I 20' TRAFFIC LAI{ES I 145 . .:. t6'-9':t 145 DEToUR STA.520+35.33 140 r40 -r45140 -r30 -12c -l lo -100 -90 -80 -70 -60 -50 -40 -30 -20 -lO o lo 20 30 40 50 60 70 80 90 IOO I lO 120 130 140145 23O*OO. OO OETOUR CONST. MAIN LANES OETOUR OBLIT. DETOUR CONST. MAIN LANES DETOUR OBLIT. AREA CUT = 9 AREA CUT : O AREA CUT = 0 CUT VoLUME = ? CUT VOLUME =t2 CUT VoLUME = 25 FILL VOLUME FILL VOLUME :$ FILL VOLUME O AREA FILL = l0 AREA FILL : 0 AREA FILL = 0 = 8 = 3 c." I (o@ 4'd4'. 94 qHLDfl.E22' TRAVEL LANES S,HLDT. I GE, ffi t:lm ofoo r65 o r65 ooo o I i'l-E 6 :hEf (\a r60 N'F 60= 3E 3 3$ $E 160 GT I OU G' -ct $fi o 155 r55 r50 r STAGE 2 TRAFFIC r r50 I 20'TRAFFIC LANES I r 16.?8' r. 145 i------,--.i r45 . DETOUR STA.520+87.41 140 r40 oz -r45r40 -r30 -120 -llo - roo -90 ao -70 -60 -50 -40 -30 -20 -ro o Io 20 30 40 50 60 70 80 90 loo r ro 120 130 r40r45 c OETOUR CONST. MAIN LANES DETOUR OBLIT. 229.50. OO DETOUR CONST. MAIN LANES DETOUR OBLIT. ao CUT VOLI,JME : 8 CUT VOLUME 9 CIJT VoLUME 72 (! AREA CUT = 7 AREA CUT = 13 AREA CUT = 27 I END JoB ozo5g7 = = o AREA FILL : 9 AREA FILL 5 AREA FILL : O I eEGrN TRANStTtoN FILL VoLUME = 69 FILL V0LUME = 15 FILL VOLUUE = O (\a = I STA.229*50.OO TO STA. 231*OO.OO Go 0.rE DTE OAIE orE trlt fEo. la lhtrt 80q. or End of Brldgs ivtEo FETCO 3 5. Flnlsh€d Groda Llne { ti Jll,G ffi EMBTM}f,NI T BACXFILL 55OOO c I 9 o I j o I l o l I I 1 o i L I I 1 o I a t 1 i o I B I t D jI rl I -Ioe of Flll Slope -]T-- s of, il Ii EE I 0 ii Ioe of Flll Slope c1: I o orlglnol Ground Llns IE o I ts6 p l -E , & 4g I c sa 1 I Slope os Shown on Brldge Loyout 5 oI e+ a I .J o. o oo co' i 'iJ i I t q r--'-- 0 .9a \ I @ I I a 6 Eockflll - Ploced ln 6 b Horluontd loyers, I I 1 J EMBANKMENT CONSTRUCIION ANO FOOIING 8ACKFILL Slope os Shoyn Ai vERilCAL IIALL AqUTMENTS on Brldgs Loyout SloDe lntorc€pt Beg. or End of Brldge ) Stollon - See Loyouf Guord Roll f ,l * - _ I t'-Brr* Flnlshod Crode Llno -t- I VERTICAL ITALL ABUTMENTS 4" Guord Roll _' -_ L 1 I ( SPILL.IHROUGH END BTNTS ITITH STUB llINO +l Erd SloD6 Locotlon 3 t o o f o vhen Slope hlercepl I Ios of Flll Slope o I Stotlon nol shoun o L tt on Loyouf o J i c I s o o E Toe of Flll Slopa E 6 t I * ogcc o I on c,: t5 uE Orlglnol Gromd Llne Y6IB ct -.i_T_- 6E Its tl 01) o1,ts@ oa 0t) a'oi oa tl 9g oi oo o.o- J--W.l 60 EMBANKMENT CONSTRUCTION AT SPILL.THROUGH PILT END BENTS l Slope os Shovn - I on Brldgo Loyouts I 5loDe lntBrcspt Sto?lon '...... - Slope os Shoun 566 Loyout 869. or End of Erldge I Guord Boll on Brldq6 Loyout Guord Roll ...... - I Flnlshed Grode LIne f I I I Slopg htsrcept Stoflon ; Slopo lnterc€pt Stallon i os Shorn on os Shorn on t; I c toyout\ ; Loyout CJ-. Brldoe I E a ) _ - {_ \ t_ a) ---_t* _ll _.t::Il': --Y---- -t- t SPILL-THROUGH END BENTS UIITH TURNBACK ITING SPILL-THROUGH END BENTS YIITH TRANSITION ITING i E End SloD6 Locotlon rhen o oE Slop6 htercoDt Stotlon t N not shorn oo Loyout 6t b METHOI) OF OETERMINING FIL L SLOPE LOCATION AT BRIDGE ENDS UE - I GENER^L ilOIES -T-- FOR 0rlglnol Cround LInB Th6 Brldge End Enborrkment sholl bs dsflned oB o s8ctlon of €mbonkment, STANDARD DETAILS I t not less thon 20 f€€t long odjocent to tho brldg8 €nd, togsther ulth tha EMBANKMENT CONSTRUCTION AND sldo slopss dnd slopes undor the brldge end lncludlng oround I t tha ond of wlngwols. Embonkment odJoconf to slructures sholl 60 E BACKFILL AT BRIOGE ENDS End SloDs Locotlon Yhon constructsd In -r- - - - J- lnch horlzontcl loyors (loose meosurs) ond compocted by tho use of r SloDe lntercepf Stotlon mochonlcol ls shoun on Loyout squipment lo th€ sotlsfoction of the Enolnesr. REfer fo Bockfl ll - Plocsd In Subsectlons 210.09, ?10.t0 ond 801.08 for constructlon iequlrements. ARKANSAS STATE HIGHWAY COMMISSION Horlzontol loyers LTTILE RoCK. ARr(. EMBANKMENT CONSTRUCTION AND FOOTING BACKFILL Ot^11. 11r iDH 6116 2-??-20t{ Fr,EralIEr b55000.d9n orECrEO ltr 8EF orrr.?-27'2O4 tcltEr ilO SCALE AT SPILL.THROUGH END BENTS otsoeo rvrfi o^rerI DRAStilG NO.55000 0.rE ilrE 0.ll DTC ,larl rto.ro ino*lt. iEutEo rILlCO ivttf0 F'Ix:O 5 x- must b6 doced lo Glevotlon of JC }3. bottom of open RPRIP I ErClV. 55001 Flnlshod GrodB for Bxcovo?lon ln ner grnboriknent, t- of Brldg€ gb Brld0e U I Chonncl Excovctlon - - - ;Berme ,**al ofEN azuIutllT R.C. C0tuilN BEI{I ln Llmlts of Poy z of Chormel Excovotlon lloturol Excovotlon -T\ __4 I Ground LlnB -t'^f Chsnncl Bottom A ELEVATION OF RIPRAP I I BERME RIPRAP Rock LlnB Ixlstlng tt ITIIH Groufid Un6 4 Li 1.,' rl tJ I ro" EXCAVATION FOR STRUCTURES - Poy ABUTMENT IN NE}T EMBANKMENI 4" S€s 0sto[ C B go9. grld0€ o INTERiOR BENT lN NEIi EMBANTMENT !9 tl EXCAVATION FOR S TRUCTURES - BRII)GE AND NATURAL GROUND nof Fr LOCATION ITITH DES]GNATED CHANNEL CHANGE F_ I :- ln * - - ;Berme Toe of Flll $loOa A I Embord(nsnt must ba ploced to elgvotlon of botlom l* ln of co, ond/or ulng biforo beglmlng construcllofl of of Chonrcl trcovotlon opon &utmsnt.l{o poynant rlll b€ mod8 for ercoyotlon PLAN OF DUMPED RIPRAP tlnlshod orods Llmlts of Poy I Ercovotlon ln ngY omoonkment. I ELTVATION OF RIPRAP Chonnol Bottoil v BERME T{ITHOUT RIPRAP t-- &0r*(6r Subgroda 2 or flotter ,**l R.C. Cotutfrtt BENI /rRtproo ffrrcr Bottom s tloturol Rock Llne El.votlon Ground Lln6 .T- t s) Fltor Slonket 6l t"l - SICTION B-B Ltmtt Yhsn ustng ,/ r/ ,oss durDcd RlDrog/ Excovotlon for ls not o poy ltem Ihsorctlcol Begin sf 516p5 oPEil lBuilrEr{r Bsg. Brldgo ll|TH Bt{c5 EXCAVATION FOR STRUCTURES . SECTION A.A 4" (Toe Ercovotlon ln Soll) ABUTMENT IN NATURAL GROUNO EXCAVATION FOR STRUCTURES - il ABUTMENT IN NEIT EMBANKMENT h Rlprop lreo INTERIOR BENT IN NATURAL GROUND of Chonnsl Ercovollon I Ar6o ChaYlol Bottoflr ? or flottor OPEN ABUTMENT TiITH Flnlshed "_"iz TURNBACK ltINGS _ - Chornrl Eoltom Flnlsh.d Grode s*qoaaJ- Flltor Ercovotod Ch6lnel llldth Fllfer blonhct moy bc o,nlttsd lnslde rock liotl,d Btgr'op Arao Ground of Poy Excovotlon STCTION A-A Excovoted tlo€ [xcoyotlon ln Rochl Chorinol ot Poy Not6 rusr thls tyDe of fo6 yhen rock ls Trldrh gncol'ntGr€d Ro.k L rhlch ls ln o stobla condltlon. I t I'lole : ln llou of on oggregoto fllter blonk€t. o synthoflc flber geotertlia fobrlc complylng DETAIL C FOR th6 requlroments STANDARD DETAILS I Rock Llne rlth of Subsoctlon El6.02te, t" L moy be us€d. DUMPED RIPRAP AND FILTER BLANKET I Noie r 0etolls for conDullng cxcovollon for AND COMPUTING '8" structures or€ lncludod for Informotlon os EXCAVATION FOR STRUCTURES t8" to hor Olon quonlltles rore coiculotBd ond il for use rhsn odlustlng quootlttss yh€n not chonglng footlng elevollon. ARKANSAS STATE HIGHIVAY COMMISSION EXCAVATION F STRUCTURES - rock rock LITTLE ROC[. ARX. BENT IN ROADWAY FILL SECTION EXCAVATION FOR STRUCTURES - ABUTMENT ffirrr lrr !0! ornr 2-?7-2O,1 11gy66, D55001.d0n o€crEo lrr onrtr2'??'?0ltl Ng S!4!E AND NATURAL GROUND 9=Ef scrr.e, IN NATURAL OROUND AND NEfI EMBANKMENT oesom rrr sT,' *to---G-*N6 No.Esoo orrt OAIE I'IIE 0.tE aEa Ital FEo. rO PnO.r hO. xlr rtilsEo FlLr{0 ntYISEO ilLlto 3r.E I Nlt :l a *. Jolni 0 :ID JT UI J1 t Jt, BEIOGE DEC( FORUS 55OO: Cut sheets on ske* dnd olloch oflglo closurs to 5upport sketed end of she6t. 8or supporl ol sl?B os Angle lo remoift in ploce. I required to secure propEi- I t" posillon of rein{orclng steel ,i tr tr \ts1-;f,':r L .d-la I -A 4 Jo Form for this oreo ls include t- A A lo -Jo \ mgtol support ,or skered efids of _t ro*." sh€ets.SuDport to remoin ifl Dloce, A Permonen! 5teel [orrn lf thls orco ls ferd?ed io :I B L0" Pltch corruootions Pitch ronvenliond momer, removE -lB of shoxn llr" of corruEollor.s shoun motch spOCIng of fioir] mofch soocino moin {orrns concrel€ ls of oflar ctjr8d. relnforcing. (See Sectlon C-C reinforcing. lsee Section C.C for ilt,l for ilt.) Unless otheryise noted. hounch moy be formgd in conventlonol Unless olhertlse noted. hounch ,o top of rionner or ste6l moy be formed in coflyentionot teel deck Sker Angle Derrilcnenl pBrmonenl - -Je LOVer delermined forms moy be used, Vorles nonfier 0r slael l": l'-0" torm obtoin Iros -le forns moy be us6d. permqrent stc€l dech Cover lenoth STCTION A.A form shop drorinos. SECTION A-A Iolerofice t *,12", -lA',, t lt.T.5. L J r iLI.5. llnglc end Rduy, J ot ot sFont lchoffiel ai end of sson! L C C C Iee Support Ancle SuDoort PART PLAI,I . lngle Closure Angle Clostre SOUARE SPAN PART PLAN . SKEITED SPAN . ro" Angle 1d.. I }t" . i'-0" llole: clogJreg ore nol reqlired If ehds tre crimped, STCTION C-C - ALTERNA TE FiIst ( lpplicouie -nl. tl,:Pr*r".s do nor morcjl spocing of moln rglntorcE{aBnt I SKETCH OF PERMISSIBLE SUPPORTS t Preclosgd €nds tt I.5. t, = n* ihltkness os shoun on $gerslructure dltoil drorin{s, GEI.trRAL I{OIEs Bottom of Flmg€ Prsclose{ ends lngle leg musl OlOr norrnol ?ensioo jnoy tlongor Bf Ienslon Honger Permonent steel 6eck forms be used 01 ,hc Controctor,s option 6nd plocemenl o, reinforcing sholl be no Preclosed and6 Preclosed ol oddltionoi cost lo thr oeparrmant.fuch use moy flcsull ln rilhout inter{erance, Leg Sotiom of ends chfig€s to the decd losd defleclion girder.tny lenqth of ihe cost f6r odjustmenls ldl fhBqe du8 to o chonge in lne deod lood deftrcfion nolch6d, Bolloft ot rnt Uc U6rne by lhc Ciniroctor Poyment for drck concr8te trd slructurd steel rill not be lncreog€d due I Flonge Boltom of lo use of D€rmonent stc6l dech forms, Fil6t -{ tlonq6 Psrmonefll 6test deck for,rs sholl cofltorm to Subsectlon goz.t4bt.06toit6d plons, SECTION B-B lnctudlng detoiled colcrloilons o.ld fionufocturer,s tectnlco{ Drochr.re. I sholl b€ suDmlrt8d ,o ond opgrovgd by thc [nglnecr |": lag" CllD bstori rork of fornlnq STCTION B-B Eridge | ,., ,,n. I t"rnin ,he h-ldge deck is storled, ( rEeo*nglEp.i Sho?ing g?rmissiDle support f6r lension @A l": t'-0" Brldgc Ciip ' beoring ltyp.l flmqe rhere lllnlaltm rcld: '/t" x l' ? t0". llore ileldln! ot fcrm supporis to the ten$lon flongr girders sher comeclors ore *€ld moy b€ requlredrmoxityflJm {Shoxlng pcrmissible slD9orl for leosion ,tonge ol stect riil be uscd,md ) SECTION B-B ptrmilted oflly in oreos for dl conpresslon fls.lges lBnglh per *eld . rh"(tyg,l rhere sheor connecrors fe used fiid tor SECTION 8-B rherc shaor conneetors ore used.-l{hen ueldlng ls not dlored,tho mcthod foEtsnlnq dl comoresslon ftonges ! l": lL0" o{ Z or lanpports to the flongs musl bE opproved by rhe {Shorlng ocrmisslulc suoport f*r tenslon ftonge I shovins pcr$rsstbte r1r;;J;-ro';.r ienslon rlon{e Engineer. uhcre sheor connect0rs ore not usGd ! rhere sheor comectors fig nol used t form sheets sholl be foston€d to srDportirq menDsrs md to eocn othsr Fillct ulrh Qolvofiized metot scr€us sufflclent in slie srd nr,mber ,o Drovlde o secure ( oltochfient.lllern0te fiethods 0f ottochment must b6 opprovrd tvp. I tvP' by the Enginser. tVrtz Vz42 Ilhen lhe pitch of {orn corrugoliBils motch ?h? rein{orcing spoclnO, o lleld ln compre63lon md lrolsversely ollgn form sfieels ocross thc brldgc to molntiin ihc iorrect ienslon g'eos rhere sheor of Cirdor iop D{ Glrdcr orirntolion of contlnuous reinforcing bors in thc corrugotions. conneclors ore usee lnde - rm ,ui lEnqih of qirder Bs supgort rods,rhen used.shoil be slred ond spoced to odequclety I lltoch onote to 'lhe Sottom of reinforcinq per support bottom relntorclng mol ol thr req.Jlred Dosltion. tlmge form s(rpller ) '. 1l Andr I lyD, ! l Hiqh choirs shdt be sized to srpgor, ihe top fiot of relntorcing o,t Angle ( typ. l eorom o{ the proper position.fliqh I r " rrin. I cholrs shdt be gtocad dt locoilons shofn I Closure ?" ridlh hserls I-Soorln€-iirp;i ?* I l'jmin. . ftonge on the deloil drorings, oD" {mor.l !t beorlng (typ.l mln, os Specificotions: lrkonsos Slote Hi0hroy md'lrur5porlolion 0eDtrrment *$er Stondord Speclflcotions {or t{tghyoy (20t1 SECTION B.B ionstructlon tdtflon.ytlh SECTION B-8 detoil drauings cDplicoHe Supplementd Specificotions fid Spectd proylslons. ( STCTTON B-B FOR CONCRETE GIRDERS I { FOR CONCRETE CIROERS } : SECTION D-S l " l'-0" l " . t'.0" I Shorlng I Chsre l (Shoring sugport by hsert cost ln 9lrder t r sno*insr;;;:; by srroe , |": llo" STANDARD DETAILS FOR floler or{y Bottofi R€inforciflg is shoyn, PERMANENT top gob gtrder STEEL BRIDGE DECK FORMS o 0istoric. from lop o{ Cob to bottom of toD tt0flge os meosurod o, cenlertlne @otstonce fro$ 0f lo iop ol os mBosured ot c6fil6rllne girder ond os FOR girdor fiE os shoyn on gup€rslructuru detoil drarlnos, Ihls dlmenslon moy v(ry shorn on sJperstrucrure deton drofllngs, Ihis dlmansiofl moy vory STEEL & CONCRETE GIROER SPANS rlthln the folorlng limrts ro mornrEln the grode ond iiob thrckness rilhin the tolotin! liftits to moinlcin the grorte ond itob thicKness tcteronces i - toterohces i Tinirum - occrs rhen elther ihe top flmge or- lhe support mgte teg contocts Mlnimun occrrs rncn cither lhe top of girder or ihe SrJppori ongte teg contocts the bottom rainforclng . + + the bortom roinforcing steelr lloximur - voue shorn on the superslrucllre sledr Moximun ts tlr" ltonqe thlcknoss. See ARKANSAS STATE H]GHWAY COMMTSSION Sectioo C-C for s,ob thlckness toieronce girde!- detoil drorings rhcn removobie forms cre used. See Sectiofi C-C for slob betreen odlocent ftongrs. Aneviseo gLl,3r?4A6, ,hickness toleronce batreen odjoceot girder flonges. cetd dimenston Dy [Iy.Ck.d.by LITTLE ROCK. ARI(. 0nrft B?r (0it OrrEr ?-?7-Z0l{ Fl"f,}{lrlEr b55005,dsn o{Egto Brr BeF ou*?-?7-tfil s441, H0HE GsPrEo trr SfG. o.ttE oRAtrtNG |t0" 55005 EI oalE GTtE 0dE trt€ tral FEo. ro Feor.lo. a ilE f,tvtlED rlLrco r[?t9E0 flu{0 3 fr, CENERAL NOTES JOt XL These 0ENERlt N0I[5 ore opp]icobie uni€ss olh€rHlse shoyn in ]he Plon 0eiolls, Soeciol Provisions. 6II€RIL [0I[.S 5i006 or SuDplBmentol SFeclficctions. CONSTRUCII0}I SPECiFlCAil0NSr Arkcnsos Stote Hlghtay ofld Trcnsporiction D€portmeni Stondord Specificat{Ons for Highwoy Constructlon 12014 Edltion) sith op9licoDle Supple,rento! Specl'flcotlons ond Speciol Provisioos. seclion ond subsection refer ic the Stcndord sDecificollons, OESiGH SPECIFICATI0NS: See Bridge Lolout(s)' SUBSTRUCIuEE N0TE5: SUPERSTRUCTURE NOTES: STEUCIURAL SIEEL {T-BEAI*SI: plotes,ond cnd connection oisres ottcched to horizonlolly All beoms ond f;€ld splice oll dioDhragms COICBEIE: MAIIXIALS AI$ SIREI{GI}IS: cu.red beo*s ore considered moin tood corrying tneflb€rs ond sholl $eet lhe Lonsilud;nal Charpy (except footingslsholl be V:lfof"fr-ir.i specifled ln Subseciion 80I.05.-This {ork ond motericl till oot be pold for directly'but ijnless oiherwise noted,coficrete in c6ps,columns ond foolings seoi I'C . {.000 psi psland pourod ln the dry, Closs StAE, Concrete Oe consid€red subsidiory lo tho ltem 'Siructuroi Sfee! in BBcm SFons tM 270' 6r' '-- l"' itoss.,S" with o minlmum 28 doy compressive slrengih f'c i,500 sholl be (Cr.60. 60,000 psi sfroit " psl' Relnforclng Steel AASltlo U 3l or i* 322, Type Al iy = Seol Concrets for footings sr',cll nava o minir',um ?8 doy comoresslv€ strength f'c = ?,100 (AAStllo Fy - 36,000 psi Structurol Steel $ 2?0,Cr.36) Ali beoms in continuous unils ond sifnple spons rith field spllc8s Ehcll D€ blocked in lhelr true Fy r 50,000 psi Foundotions"' Slructurol Steel IAASHTO tt 270,Gr.501 position ln the shop ln group$ cs sgeclfied ln SuDsection 80?.54(bl(2) *ith the r.ebs horizontol. The Concrete in drilled shcfls sholt be Class "S" os modlfied by Job SP "Drilled Shaft (AASHTo Iy 50.000 psi Structurol Sfeel M 270, Cr.50Ii) = lomber.tenqtn of sectlons,dlstonce'bet*Een beorlngs,ond openlngs of lolnts sholl. be meosured ond (AASHT0 Fy i0.000 psi Strucfurol Steel U 2I0,6r. llPlToltl = this in{ormotiofl sholl becorae porl of the germonent records.Ihe component Darls sholl be motch All Bxpos€d corn€rs sholl bs cho,nfer6d f4" unJess otn€r*isB noted. mcrked in thls ossBmbly ond these morks 5ho11 b€ shoun on tha erection diogrom' Plon Grode{sl Slruclurcl Steel rsquir6d' See oetoils ior of Rtlt{F0RCl}i6 SIEELT posltion Ail bsoms in simpte spons wiihout fietd splices shoil be blcched ln their tru€ rith u€bs psl}conformlilg AASHTo C0ilCRfIIr norizsntot. Ths combar,distonce befyEen beorlngs,ond openings of ioints shol! be msosured cnd this iil relnforctno steet sholt b6 Grode 60 {yleld str€ngth = 50.000 to M ll cr psrmonenl records. l??,Type mlll iest reports. I psi. informotTon Sholi becoma lort Gf ihe t{ i,rlth Atl concrele sho,l be Closs S{AE}*ilh c mlnimum ?8 doy comoressive strength f'c -4,000 the exposed shoil be chomfered 7<" unless plo6€d onchor boits or Concrete sholl bs ooured in dry €nd oll corners fionge fleld sDtlc€ plotes sholl be cut ond fobrlcoled so thot the prlmory dlrecflon of r0iliflS ls Iop reinforcin! bors in cop sholl b€ properly to ovoid lnterferenca Yilh otherviss ooted. pcrdttet to the direction of th6 moin lensile and/or coEoressive stresses' sheet mefol sleeves, yhsn romovoble deck forming is used ond ore th€ tfr" Ihe superstructure deroils shosn ore for uss All beam d!$snsions ore bcsed on o temDgrcture of 60 degrees t. A toleraoc€ at +f is olloted SIEIIf,TJRAI STEEL: Ses Stcndcrd 0ro*tng H0,55005 for cllowoble bcsis for mgosuram€nt of Cl6ss s(AilCoflcrete. for comb€r. modlflcotions ond for toleronces yhen Pertnofient Stsel Brld{e Dech Forms ore used. Structuro! steet ln end b8ats sholt be AISHYo t* 2?0 *lth qrode qnd poyment os sD6cilied Ifl the the B€nt Dlote dlophr6q{Bs for horizont€lty curved oeoms shoil be cut ond fabriCoted so thol 0lon$. lonqltudinal is permltted on ony sDon of o bridge deck B;ih horizontol Use of a screed not [ir,noiy REltS0RCFl6 SIEELI All glrd€r reb and flonQe plotes.oll fteld spllc€ plotes.cnd dl diophroqms'6r0ss'fromes ond ptotes to horlzontolly curved glrders cre considered mcin lood ccrrylno mlll iest coniection ott€;n€d Ail rslnforclng sto6t sholl be Grode 60 conforfilng to AISHT0 )J Jlor lI 322,Type A,vith meet the Lonqltudino! Chcrpy V-NotCh Tost sDec;fied in SubsectiDn 801.05. lhfs loccted ln lhe forms fismbsrs und sholt reports ond ;holt b€ epoxy cooted. Ihe retnforcing steel ls to be occurotely work ond mole!-lcl *ill nat bs goid for directly,but shcll be considered subsldiory io the ltem plac€ ln number cnd Slze to ond flrfliy held ln by steel rlre suDDorts.sufiiclent Drevent "structurol St6€l In Ploie Glrder Spo,"rs (Il 2?0.0r' --- 1". displocement durinq tho course of construcflon, Ihe ulre supports rill not ba poid for (lrec*ly' (6rode 60)"' but aitl b6 consideled subsldiory to the llem "tpcxy Cootgd teinforclng steel Ail glrders ln conilnuous unlts ond slmple socns vlth floid spllces sholl be sssembled ln the shoD os ip"iffluOln Subsectlon 80?,54(blt2lond blocked ln their true gosillon tith Yob,shorlzontol. Ih€ s-IflEIlEtLlIItL tcouuoN i0 [-BEattS A][flrlt GlR0EBi] of secflons.distoncc bstryeen beoriags"o.id oDenlnqs af ioints sholl bB meosured ond "-orUa..f"nglnthls Inforarotion shcll becomo por? of lhe Q€rmon€$l records.Ihe co.nponent ports sholl ba mctch grode poytflEnt os sPecl{led In ths pl6ns. Grode 50ll Structurol sfeet sholl b€ AASHI0 ll 2?0 *lth ond ilorked in this cssembly cnd lhBss morks shoil bs shoYfl on the Greclion diogrom' steel sholl nol b6 poin?ed ond al! exoosed surfoces sholl be cleoned in occordsnce rlth Subsection oiherwlse noted cnd oll exposed 80?,s4tel. GrodE 16 ond [rode 50 steel shall be Pol^ted unless Alt gtrdBrs in stmptB slons flBld splic€s sholl be blocked in thelr fruB Posltlon wlih uebs steel completaly suriocas sholl be cleonsd ift occordonce *ith subsecllon 80?.84. Structurol norizoniot, Ihe combBr.dlsionce"ithout between becrlngg,cnd openings of Jolnts sholl bs lr1eosur6d cnd thls unless otheflrlse noted' er|beddsd in concrets moy be AASHTo M 270.Gr,36,6r.50 or Gr.5oYl informotlcn shdl become port of the permonent records, sholl be mode ln occordoncs (ith the Drcwings show generot feoturas of design only" Shop Ptn-Un*qudr tldth r Fb.) Use IyD€ ! or { .j0?',) !€c,6..56r} luDssc?ions 50r.0?(n16ft6 i8.05ti,. FLANCL SPLICI A1 iltll*UAl B0TT,:t{ FLAt{fif t{t0:fS )1d -erJtirft{r. ls " E Id thlcknsss. See "'lyp!co,4of,dsoy .tt) r[rt6{" Scci(e: fllhr rlflnot be Jo,nr lfoisr shnlrit6 rreosilrsr: SB8||OF" irt picns tFillt or\o fsr Fs {r{ss :tAE) .lo ,l\t: tld;g {sncre,r"orldgB. 5latJ *el-?:} *luii gxie,ld attxlgr ns?s ri thn dech 5,o! nn{ o!!g$ ls rns sh$t rirr cscn la{nrs or t-on? '*ta at thd )aroppt. SJeb sndrtl* rretriiec io{ore E ,qllinq ],tints to tht 0oro}6t t. *rijr*4 ,* slob ii:lnr+ *rs ?o be sodeu, fhe! e glrci L t5 s I -_!* ,CH€d Os Eear OS rha C$ffrsl€ hAi Su*ftBlair?t, :;6t i$ C!O, o 'T sor,r.!'r r,r tho iotnt ! l, g66rg0u4a-0.rir5\ _z_=- uttlrolrt ean?j]t rc rra si*, Stri,) iolrl1s 5t1ilr laE 6 *ez\ tl0tec at dll$curlng-:soutt\ce L*iir"rxath" lolnrs **C r?qulrud ltoB Jolot !06driun5. :}s i$itrl $r€ler ,Foj;€x.|t11j o".at, .l1r d!4r {-1i" qUlt,rrllna to,rutteriln*, fOucl l\,ckn6ss ,Jrequs }lckncsl AD0lltsttt irtlis )F stoifAlx: ilp RrJSt$ j*lftrs utDiA]tl tti RI{Lrtr;s, t 5lcb ir'rlilt Instoilrd 06ffl,-e the sl4trdlh ,r irra( is niq t,{!Jr16t sfticr r:dlcn Ag.t" o{ t}c,J{t r:isljlltlr snvl*d, Aft6{ h,}to{!c*,fr, ol t5q 191n1 ih tnp Slclsrolk or.q1t.e:} {cdl*1 crrr s"lor tO i}C'Jrjnii )n6 po.OD6f r*!l,rho jotflj senlBr ShdtIF I lg,tcll |I{ISL- Slocad s:rrildlnq acrdss rhe .o i lU56 yherr t{gtgi lhlcknEss dcc; .si$b frsm tuilE;lil.]s *rrrre"ttna Besd ig [qusl ro or Lss] tton 2"1 *nd c6ross;1fr$ +0p ill ltle sldsc;k ol rr,lsej .,edtar:t, ftrt afge"lhp ar Lxr{djsfi*BiAu gft 0R0ts irlgtQl! ssjllllIl th$ sloD. lta .ioin! safirp. shol, Ur FtocB., efl rh6 ,X6rk S:CU i.nder EEl! sldgryo,k tr rolsod fiaCiar" ti\ i$ig.CnCe *1161 rsrq,65'g (€Ch ?Ormtfiq is us6d Is r th.',- th'.,t}ufiCh rorfilnS ); raquli$d rnd strc,, u0 {rll,$led ls ftBlnrjlfl soU tnjirrntsjs ,oiardi.rcB. S-uic-S ANSiTSST ,JOINT 3ac\gou96 SLAB OTI AiL tic I [5: t ilarlnch dlftefls,or fligy *6rY rltrrll lgru fstiorinrJ llftlts to fiahtolfl thB irtde cnd (oti lhlckncsi +dsr{fice r*lr{nw r:i:u-s flong* z t" *\rfi64 ,^gti1t +nia ta! f'.:1,'".1/1' COnttC,is bdtt0m rel:ro.6ini $:eeir UCrtmum r rap flo..Cg rniCkneti [OUel lhlchftnss UnEAUd lhrckross olus lr." Jiiris sthsrr'so nol6d to lh€ Dl$t,s. tuO Inc.oCOe !n c+tc/er$ oFd Structuro, sfe6t lt[E & fta!(6t SPf$r ri$6[ SpLICI {8a*riftss rll' b! ,nod? to molaloln lol8r0fic6s. 1cla.6n(ts-sh0rn {:te cDRfcBbte ;1.l} yh*n -€lTsvcb,e iorlnlng li iure {l€n S0sE tt6f0{ lhlckoEss ls *sr; tr66rar rhfln :{l L-SL'J, lie S'd,Srg,No,5i005 for tojerfide8 $nlir, parmonGn, streidec\ t- | '3 Fu I:" . fie cr I ;+trtr $*ot6r, lss Su}E$ifrons 50i.)?it) $i{j forfts-arg L$0$. ilayftoni ltr co*c,cl; Fh6ll De b0$6d on reft6?4ble 501.$5ril. Sor,kcr ROd frller r,llr6t bt rsqill.cd. Jolnt scolt; shctlb6 dec,c fOrnlng lh8esLrcd D-gI AILS 0F lltL0ED SPL|CIS rOR PLATI GIRDIftS end psld for os flios" SttElConCrere-Sridqs,.thls lolni snd!i bB ftr"eC. Sscl color sholl b6 gray cr corca +O 0ihar trsjl*r r:oncrete, {ilitJSTli,ltNI rOft SLAS TII|CKNISS ISI-IRANIL LONCITTJCINAL CONSIIiUCTION JOINT ?' '!" ?'?" Fl6Ce aoner?16 la sporor,sl6b thlcknBss tryc!isl lt*rkln€ Poinr -\ 1c ${6t 0t Shcsn {.?en Jslng rrfisver$s sc.p6d, Srgcx6t Sr€;K6i - "{ lltCrncte freckel P{*c8 lrroftgcclBnt coDcreto ?c opprtx. sloD thl(ko*$s ior ?dl loxttn of pour u:i shos{} JhBn Alterncts tJSlng l*n0ti vilt+{l Srratd. l+|,:t fittxy,Surfcca Erachci LsvEI Llna lrroflsenant +rr liol[: farhlrg F$lnl r$otchis ih€ore*r.ol 0*sdro! x ,l'lmln,l S.ode. 4" tffluer troclnq strpQor 1 afld obav6 L -Cfqttild'noi iC{ eO€ $* e€ch brocket tocdfron I brocrrrg to 0rav6ftl broc,n{ cfid *€dea Ihr *rorksfs shdir 86 C.i Sridqe rn+a i'erf,l?te$ R0!ND|NC DETATL ln €rl boys lr8doa rlahlt,. lnst{lled ln g a}$tuler thG{ I fro,n ioiilt4$ a. shlfting verrlsolly. Sr uctr+t j --t_ OYOlirS cny nlek$ Sr goBg€s L!* $ti0ots rtt troRffiL [Eot]t lrl ths flongs, *sD. {r.ld i I!-6.rsverse 3fr{rd ilo ler r!rd, Sksw isa6 tiTLD TABLI floflgG Ftsn trrrclls!- llcler;(i ?hlcr(ne;s lllnlrn|q, 5lZ. ' Slf,gle ilcler tt th€ Cantrccrsr's rhe oFt,i:n. a, Ihlflh6i Pcri flli6, t{6td : P6ss lrcr,svars* scre€d cf tro./ Ua 0loc6d pcroilal rd Jn'nad {hchEs i fta,c tnc skar c' ?0 { loeh65 I I Drri€ndl6ulcr [.1, Erldge. t t ust Br IONCftETE. PLACT}'TNT IRfiITUUITL 0ver Usrd SCRTE* RAIL SUPFOfiT i:OR FLAIT SIROIftS r*fi BRIDGIS f{ITH SI([,ll t$lEl llhet u flltet *etd s!zo,os srlgrn on the plcrs. lffst Hr*Et{ fitB oEFIHg rfft 48" 0A CfiElTrE} is tgrg*r itdrr tn6 mlntqus,iha fk$t Ooss s.nari be a$r C.L. Ixl+rlor tF*' $perlfled si.ll,rsfl silo ++ fl,lBt r6t{'. Clr**r gstls^ Ft4n9! stfir0fi iitD su8src]$rt fttFER 10 Lrt rfr[rNsA5 STt][ MCHSAT - Sr lp PiG, -t-* r tr{} If, $tspof liTiot sf FrRl}lf HI 5I{I€}ARE S,oicFtttllot$ roR rU[Hr{Y T-{.. C0H$}BuCTiotI tzilt{ iDtIt0H}. ?" flkL;t *'*t IHr$ 0tTiLs rffi rppltca8lt ult-ts! 0TtitRt,St s]iorr{ rri ll{t ,,r- 1i., r l' I L' FtaN C,E lrtt$" SPECIAL Pft0tlSl0tts. gtitt{Itu illrltr *tatet ";_{rj$t* Oft SUPpt SptCf{rt$tls, r!2'mln, I tlr'*: I lli'' qliu.l| ltyp Jl ?f1'mln, cl. '-1 STANDARil ilTTALs TOft i/rlt-'i:.!lltl plote Sr'D ta Ae aeldert rt fhe outsr sid8 +. rtE J 1ru)5 PrE 8SX J :rQJ Pr${0r lroltgo 11o"0* o' tft6,..risrlsr qlf*ers. STEEL BRIDOE STRUCTURES lrud lhsor fonn;crcrs $hott be oiltomoftcdlly ',ocols .i-lt Dt€tB 5"0" trofl {L,SsEririg ,}n hlg$ ARKANSAS rnd uerdad to tna gcch stde STATE HIGt{i',,AY COh{MISSION bBom or glrdei fl+n$6 In occordoncE yltr ihc recoftmg4dsrlnls c{ der',i*i€ss olnerrttt .tied ta th€ i}ftns. o{ tne $ot}Lfactser. See Slcn dctc}ts for ^$fiocr Snc stia. LITTLE flOCK, ART. ofirtr{ 8!r Sill l0ld f iAl-SI DRIP PLATi .-J-Iil _.. 0llEl -?lly3g5- rN.I.{r11;r 5500?.dgfi -- SHIAR CONI-IICTST DTTAIL cr€cit0 rr. i{?016-- .-rl!_-_ ,ttf,) i( 5q{tu. .f!-0, Scda i[5r {$lx ilEB fltprH! aEE t{- .J& ;fltr]l$ 1{s0€0 5rr 3T0. Orltr_-;_ _ At€) rriril sE \Iril r5 NoI lft rIvEL sRt0+,i 0RAIYTHC r,10. 550s? ilrE DTI urE 0tE trrl fED.ro ETICO fILEO T9ICD FILEO 'loLro. ET t2-tL 3 tt3. Th6 nome of the brldgo os shoun on fho Dlons t-t4-t5 sholl b€ ploc€d on Llngs I - 3 uslng %"rolsod JC E. lottors ond numerols lt" hlgh. IYPE D I{IIE PLAIE 55OO Exomple 2 Exompte 3 Exomol€ 4 Llne #Hf;+ Soulhern Sollne LIn€ 2 Rellef Rol lrood Rlver Hlghuoy 5 GENERAL ilOIES Lln6 5 0v€rposs Rollof Spoclf lcotlonsr Arkonsos Stol6 Hlohuoy Alternots otlochmonts ond moy provlftd Tronsportotlon Deportm€nt SionObrO b9 usod Speclflcotlons Hlghuoy Foce such oltochm€nls oro for Conslructlon, of (201{ Edltlod ulth oDpllcobl€ Supptementol Concr6te submlttod ond opprovol Speclflcotlons socured b€fore ond SDsclol Provlslons. fobrlcotlon ls ilom6 plotos sholl bo cost bronze ond shot mo6t the motorlol r€qulromonts os speclfled ln Soctlon Elz. Body of plot€ sholl be %"thlck ond shoil [rclude four toporlng cone tugs ]l" to la"x 2" long, Th6. border ond oll lotterlng LINE N sholl be rolsod Tr"obovo the foc6 of plote ond sholl bo potlshod. of All lotterlng sholl b€ ploln gothlqsqrore cul ond not tooored. LINE 2 Centor of Cost Lug Th€ numbor of plotes rcqulred ond the locotlon ond nomo on tho plote for ooch LINE 3 brldgo sholl b€ os d€slgnofed on the plons. 2t/2' lyz" ARKANSAS HIGHWAV G@MMISSION DIGK TRAMMEL GHAIR T@M SGHUEGK VIGE GHAIR R@BERT S. M@@RE, JR. ,,ALEGO' DALT@N A. FARMER, JR. PHILIP TALDO DIREGT@R SG@TT E. BENNETT DEPUTV DIRECT@R/GHIEF OPERATING OFFIGER . LORIE H. TUD@R DEPUTV DIREGT@R / GHIEF ENGINEER EMANUEL BANKS I 7- GONTRAGT@R -:F Cenler of ,/ Cost LugJ Center of 7{ aoo"o Ney Commlssloner G@MPANV NAME Cost Lug l-1717 KDH Checked By: CRE fA Revtsed Cholr ond Vlce Cholr xxxxx VEAR xxxxx Add€d N6u Commlssloner l-11-15 KDH Checked By!CRE I nevtsco Deputy Olrecfor/ Chlsf Engln€er Add6d Deputy Dlroclor/ Ploc€ the Yeor ln uhlch Cgntroct uos oword€d hero Plocg lh€ doslgn llv€ loodlng hero uslng Ti,,rolsod - - I:1I Chl6f 0p6rotlng 0fflc€r uslng rolsed rumerots nlgn. Exompte ZOOr lgtt€rs ond numerols %" hlgh. Exomptss : IIS 20 /l" %- i l2-l-11 CRE HL-93 mH Checked By! nom€ PJo.go Jhe of tho compony,guorded the construcilon conlroct hsro uslng h"rols€d bttors ond numerols ,l"htgh. Exompte : ABCo C0I{STRUCT|0N.|NC. dj" Ploc€ lh€ Brldge number hore uslng t/s" rolsed STANDARD DETAILS FOR lotters numgrols ond 7a" hlgh. Exomples : A1251 TYPE D BRIDGE NAME PLATE T AL BRIDGE NAME PLATE 05152 ARKANSAS STATE HIGHWAY COMMISSION LITTLE ROCT. ARr. ilrir frr f,OH orlrzt2-21-20i4 FIEttrEr b55010.d9n oCCrEo trr BEF or;rt2'21-?ot1 561E t{o scllE DRAUING M'.550O 0art BE I'lo+e: Steel pitc tio 9rrt otE oar€ Irttr r[.0. riD PnoI rro. EI rr{ of Pile riil not be ooid for Eug[0 F'Lf€o iEvt!80 fiLr€0 it,il I XE directly.but shollbe Subsi(iory the to tqt|6 E H. Iten 'SteBl sheil Piting-. t! 0e JCB )(L Apy t1r,.* Pile (min.l zt/2,, 6" GENERAL NOTES FOR PILE EHCASEMENIS: 5r[[r SttLL 550a *] q-+ of Cop Butt fleided Sptice PrEs lll2l0, Cr, 15) or Footing Brldge Loyout for oddlrionol noles.ony ple xl encosemefit r€sfricrions ond requrred toco?ro,, of pile encosenents, foncrete shot,b€ Ctoss S yith.o minirm:n ?f,"doy compressive strenglh,t.c = ],500 pii, _+o if-cor*rete connot be proced rn ths dry,Sedion.r"t, *oi be of gncoseilenl. used from 10p to botl.m Reinforclr4 sreetshdtbe Grode G0 confornlng jtor l " Pin oio, xl @ to llsfiTo M I,l 3t?.Type ll -l "I" = nominol shell tnickness rieEed wire fobric siolt coflform "1": nomino, shelt thickness IIAXIIIUM to ArsHIo tt 55 or N zzt. (See OESIGN FORCT FOR lses 'Toble of V6riobtes"l lpproved inside ftonee lable of Voriobtest Ptt[ aficHoRtct t5 t80 tilPs, .typ, Conicol ooint concrere.r.lded rrre fobric or.rern{orcing.steer,ond gorvonrzed pipe nASHl0 U r0I.Gr.G5-i5 for direcfly.but shoil not b, Doid shoil be consrdei'€d srrbsi;iory ro tne"ite-, -prre Encosement,. A See 'Ioble of Yorioutes' CONCRETE FILLEO SITTL SHELL PILE for fiinirurr design lood, Oeil" Y Drrp croove in on"no.oge ptoced h' shoil be ro mhimire Dolro,D sJrfoce of cop. inlerforencg rilh onchor bolts ono relnforcing (omit V-groove rhen qite ln cop or ,ootlng, encosemant iS extended GENERAL }IOTT5 fOR CONCREiE FILLICI Botto{n ol Cop to botrom of bent cop.t SIETL SHEEL P{-tSr &ound tlno o Ileldlng Ehoil compty ytth ANst/llls Dt.( structtrot or Pereilniol lYeldlog Codc-Relnforclng Sieel ond oDplicou. porttons Sleel Shell Pile tloler Llne 6x6-il?"grt2.9 Sreel shetts shoil conforfi ASTM A?SZ, (Fy llo. tics of NSlllilS 0t.5 Brtdoa Wetding Code. ItrP.l Crode I = t5,C00 psl.l isided l{ire FoDric I (Lq I circumference 12" o.c, vrErl x-x Concrete used for filting of steet shell shoilbe Ctoss S flith or perimetgrl o mininum ?8'doy corflpresslye strefiglh,f,c . 3,500 qsi,Ond shol I be poured in ,he dry. o Sreel Con'iroctor rroy use llo,7 hooked sleel shell piting thot reinforcing bors €quolly sp€ced ettends oDovB the ground ond is not o F' ;l proiected s-ound pilas. Reinforcint bors shoil by pilG encosement sholl be Dointed io occordcnge vith Subscction Top oi gile be iSIU A?06.Crode 50.-See'iobte 805.02. 8-H0.3 verllcd Dors o{ Voriobles' for ft,rfrrber reqlired. See Bridge loyout for slte ofld esilnoted length of steet sheil SECTION F-F (REINF. ALTERNATEI piles md for drivlng Informction. oL o o ConcrelG, structur0l sreel, reinf orclng sieel (lnctuding vetdingl, o R o ond polnting sioll not be poid tor direcfly,but srroti ": nominoi be considered slbsidiory -Stect pitlng-. with lncose,rent to Bottom ot Copl $hell thickncss lo ihe itBsr She[ H00,(t0 lsee 'Toble I Hooked ' /e\ 5 6 H00xE0 8 HO()KEI) o fs) (See of Vorlobles'l llnless otherrlsB noled on Bridqe Loyout. Shorn Tobte yey alES 8AR5 BARS "Pite sncgsarr.i,rnen no, exteMed to bottom of Yorlobles') fu 4 @ of cop,sholl have ?'concrele ,oper for rotcr sco- Bridge loyout for hsight of pile encosement runoff ds lliru l" x .?50' Solit {3'-0'Minimum}. sho*fl In the dstaii {or gortiot helght Bocklng Ping enccsefliefl t. ALTERNATT PILE AT{CHORAGT DETAIL ilote Hooksd bqrs shoil be oriented to provlde tha requlrrd soncrete cteorrylcss shoin In ptms. *e ileld + Yt r-PL lhlckness PL 'I' x 'D' (AISHI0 tJ ??0, Gr. I g goltsm Concrete fllted St6et I of Cop Sheti Pile Shei I o 6 o TYPICAL E SPLICE DITAILS o Ground 6otvonlzed E tlne Sreel or Peremlol PlDe lt4 ln *oter PART l* 16 ond tl sEcTloll FLEvATToN TABLE OF VARIABLES c SECT]ON O.G ALTERNATE TLAT TIP DETAIL N0unllL E 11 OUISOE Ar.-nrr AororE tio.0F urumru FG SHETL I Notc: Ihe oti€rnote 1to,, tll detoit sholt nat bB used on HOOI€D BARS comcrL IF stcel pltlng $AMETER lHtCt(t{SS IHICI(lrttSS iHtcKNtss shEll to be drlvBn irrouoh embonkmen?s ,x" FOil IL]€RNAII oEstcr{ L0n0 conslructed rilh inlernol geosyntneiic reinforcement. '0' 'I' PIE II€HORACT ((FSt t4" 0.50" 2th- ,th' 5 859 t6' 0.50" 2th- rY{ A Ptote 0t 2?0,6r.50t A 5 t86 18' 0,50" * l/z' tth- 6 l.r t4 .Y"X "0" Ar,. -r.., ,,r- ?0' 0,50" 2yi tYt' 6 r,24t ?4" 0.50" l,llii.*.*,4 2yf tw I i.195 This doc{fllent ros orlglnollt issued o d sed€d €E J: by Chorles R.Ellis,PE N0.9235,on Uorch ?{,?016. Shel This cooy is noi o slgned ond seotcd documenl. +E il STANOARD OETAILS FOR 7? aEr=o _) r-6' H H ts CONCRETE FILLED STEEL SHELL PILES T- ANO PILE ENCASEMENTS PART SECTION ELEVATION rl \*o., -l REGISTERED crip e\ Hooked Bor I" 5th'o.a, PROFESIiIONAL F! ENCINEER ARKANSAS STATE HIGHWAY COMMISSION VIEI{ -H-H ALTERNATE VANED TIP DETAIL Na 9215 LIIILE ROCK. AHK. HOOKED. BAR DETAIL firil lrr A.lil.S, ant 2/?I l?0t1 Fttrrlf,r i-r,_ A 1E_1t-0 4g- _ DLt*?/?tr?oA sc{.Et ilo sctlt Rcvlsod ond odded vorlous d€lolts by illy,Ck,d.by BEF.I/ tliE. 0l5er{t0 trr 5ID._ Orttl --r ,IEE ETGI|CET ORAWIHG NO. 5502t ,BT' rroJ. E' UT 0^rE BIE 0lE Bt€ ir.1 1!r{ rtD. rs 16. E XE iartEG0 flLBt0 ntYtStc FtLt.lfo %ee fno Eent Oetcils ?or octuol rifigvcli 5 rBL lenlrh. tler Jersoy Poropot shown.othar rall tyoes slmllor. JCrI o 1i\ rrPE io'-g'to ll' dnoConstruct r fi.JlrE*s s5010* @ 5Be orq.No.CR'10 for Post Detolls Tronslllon quttEr curD wilh holqht'tronsition os shorn I{ droD lnlet ls not Dlcced ot end of gutrer, 0" io 3'-0" G502 Er Construct orjtler curb full helohi (no helqht-tronsltlon) il gtrtier. Curb helqht ;f CroD inlgi is Dloced ot end of i tronsltion plccsd on drop |ttat.Seo dtoD lnlBt datolls. BAR LIST FOR ONE ::;;=3s5r-'- .i L- +t TYPT A GUTTER ! -6 I i c40? G408- Ho. Rcq'd. - "lI" 11 Ironsverse Sored Jt.(*hen 5E Uork d\ tor tldth Length G{0r Iyp6 I Approoch SloD is ussdl 3'-0" 1',-0" 6',-fi" 8',-0" 6401 {4) 0) G) "r"- {" , sJ .EJ o G402" "t{"-}" ro I eoch I each I eoch I eoch | €och r4 I 6{06 "11,.+?'. I E o G407 ! I I I I "f"rl" I a [{08 6 tr 15 6 "*"r t0" (Type 4) I o 4" X l" Poured Jt, Seoicr 3 or l t? t6 29',-l I o c50l 4 6 I pbr Subsectlon 5Sl.02lhtt2) (35',-5',1 c50? I I I I I - 't' i 0n*.. j G50l i I I I I of G{01 bors vory rlih HALF PLAN APPROACH CUTTERS FOR SOUARE BRIDCT ulngud I lBnoth ^ See Bq' LIst OF c{09 a$ 6) G) ( @ 4 c1r0 I I I I I "1"r3" @*ingroit g Lengtn Glll 16 t6 16 t6 "il"r 10" -'f 6 r tvorlgs - l0'-0" io l3'-0*! 6 e501 I I I I 30'-c" D @ .T\ u c505 I I I I I I L o See Dsq, t{0.0R-10 for Post 0stolE t 6506 @Tu" : I coch I gocli i e6ch I ascli I 6och _l preformed Jotnt 65xxG) 0 G50( -t I E iASiT0 U 153 Type I i a 6l v i I -t ======r,-- SICTION B-8 -0 for 'L' l0' G509 for 'll" 2' LD r{.1.s. I for "L' lr C$t for -i' t' 'L- t2' 1', ilil U 2 far Gsll for 'Yl' o Z tor -L' t3' 051? for 't" 6' IA 65?l for "l{" 8', I fronsversg Sa*Bd Jl. trhen A Approoch Slfb Is used) o 8cr Lenoihs v6y rllh Sker cnd tlngrdllength. y.} @ ilo,Req'd.vorles ylth Skar ond ltlngydl longth .EJ SJ ,'i $4il- E il8" OUANTITIIS FOR ONE ll8' Hox,t l' r SOUARI APPROACH GUTTER ItoR t*oBulloil 0ltr) I "[" Eelnforclng Concrete I (Lbs.) (Cu, *G1ll (rilen o I tidrh tfr.) 5tsel Yds.) Trcrsverse Sorsd Jl. o IyDe Approoch Slob ls used! G{t ,-l -d,4t0 I .,I .T- 2 2A 2.55 -t -1_ A /3 3 285 L10 ,.I I :l-l t'-?" I 360 1,7\ L- l :*-:;:a--=a==z- b 5E 190 I -_{ Gutterline -lE I *65 r.55 I r L- c505 loq'-o'c,,u i F-Irjisf-tiA*-] oucntlties o'ts bosed on 'L' i l0'-0', 0Yg. Ho. CB-10 for Post 0ofolls I SECTION C-C H.r.s. PLAN OF APPROACT{ GUTTERS FOfi SKTWED ERIOGE ffiNERTL NOIES lo t{oter tlnes yilhln the lltrlts horizonlol lll concrete sholi b6 Cioss S or Class SlAEl or mixturc $ssd for lll longltudinol of poured In tho IEld curves shcll b€ on curves cooceritrlc to C.L,gridge. Portlond Cement Concrote Povement ond sholl be dry. la moy rsqulred. ul 0n,-o', Ad,ustm€nt to longltudlnol bor Ungths be iyleld : 60.000 psll o:t Q Guord Roll 0uord Roli Ccrrlectlon 0atoits gloced on rodlol lln6s Ail relnforclnc stBel srloll be GrodB 60 stremth Tronsverse relnforclng sholl bs conforrning to AASHT0 tl Slsr U 722,lypa A,rllh mill iest reDorts" Connecllon Sae Std. D*9, No. CE-l 0 to c"L. Eridge. EIE r Approocn Gutters will bo neosured ond Doid for in occordonce rlth -lo 5€ctlon:0{. slB ; ___-l---t _-----, els i -----I lr t. ot STANDARD DETAILS FOR ir A Revised to odd "f- = 2'-0";By LJB ll I tl t. 'iq bo. bor- ' Check€d 8y! l(ilY 912lt5 .- 1T n TYPE A APPROACH GUTTERS I-^. - ]- T " PraformBd Jotnt A&SuIg U lsj TyDe I ond @[tl.lnot* ARKANSAS STATE HIGHWAY COMMISSION t/2" X Poured Se6,er (Iype 4l TyDe I Preforaed JolFt ot 6nd bent Dock*oll l' Jt. ) or yhen LI?TLI RoCl(. aRl(. p6r subsection 501.02th)(2r ond o, foce of {lngrclls gultsrs usgd xith StCTloN A_A iyoe A Aporooch slcbs. Poured lolni s6cler is reQurred, Dtrgt Grr A.U,S. otttJ U?11294 rl.Eit ilnr bslllqo,dsn hs*ever bocker rod sh0ll b€ eltBinoted' orrcl.o Brr * (.t.Y. orrtr ?l?7llQ!{_ 5t^!$ }l"' l'-0" 0C9DIED lrr SID. 0^lt __ or As Shovn 0RAtvtNG N0. 55010a Ef, m urE o^tt uIt txrE at.r $rn lEo. ro nor !o. Ert I _tr lErlSfo FILED EYIIED tllxto L--- --r-_ 3 rr. ,.- IrOnsvarSe l{orEs: ' Sos6d Jt. ThB surfoc6 flnlslr for Approoch Stobs Joa 16 sholl motch thot usod on the brldgo drck. Vorles t In 0uit6r ti,-6* 15'-0' 15'-0" rYPE r rPPeoror str8 55u0r All longltudlnol llngs wlthln tho fimlts of .r-6'1r-5't horizontol curv€s sholl b6 on curvgs Dorels Longltudinol concentrlc to C.L. Brldg8. Adjustmlnt to ,Longltudlnol c !8'sD. Constr. Jt, i;r longttudLd bor lengths $oy bo raqulrsd. Do*sls tr t*"1 0 sp. Constr. Jt. lronsverse relnforclng sfloli bo Dlocod on rodld llnes to c,L. Bridqs, S{01 ln Bottom Vor. Lefigtil t u U t_{ S{-. Bors l c IJ D 5{01- 19 sp.0 18'o.c.lo Eoftom \Q Mox. t8" s40l r9 0 18' o.c. In 8ottoil J o ,9 tln I ) D I E S{01 ln o Rsqulrad Boqulr€d E 6 o Botfom Tronsvors€ d Fooflng sho*n ol concreto Tronsvorsa a s Sovsd Jt o9prooch povemGnt SoTBd Jt, d c o 56e 'S€ctlon B-8" a BENDING o OIAGRAMS € o @ So$sd Jt. lPlocs os c Longliudlnol Souod Jt, {Ploca Footlng t' the c shorn ol concr€tG o coollnuotlon of the roodroy a cs o contlnuollon of ooDrooch - longltudlnol jolnt) roodYoy lonolludlnol d Dovemont c Jolnt) Soo 'Sectlon B-B' c 6 I s{o ln 6 P S40l ln = F t Footlng =, 5102 Skar Ityp,) b oruil : 5540 for 20'-0- illdth (typ.l P.0. u AI 6 € 2- ingh S51il for 22'-0' Vlldth a l-E s = qJ ,l l-4 AJ Ll : S5{8 for 21'-0' lldth l-r AJ t_E o- I : S5?2 for 36'-0' Iildth 5404 c 12" a,c. S{02 12' Saor 2' o c o.c.*{ 5102 . 12" ln ln Footlng (tYP. ln Foollng ln Footlno \{ exc€01 os notBdl 'l L-Tronsvc.sc I Longltudlfiol Lofigltudlnol S{03 oorols I Sored Jt, TJ ! Constr. Jt. 0o*als Constr. Jt, ! 18' sp. il01 I In Gutter c 18'sp. 2' PD, 30'-0' PLAN - SOUARE. APPROACH SLAS z',-t' I }-L\ -tr Vt"', a" olmanslons orc out L /?' x l" Poured Jt. Sodor (Type 3 or {) to ouf of bor. per PLAN - APPROACH Subsscrlon 501.02(h)(2) SKEITED SLAB IIIIH APPROACH GUTTERS Bocker rod ts not reeulrad, t/t" = f'0" BAR LIST lsquoro t ShGrrd A09rooch Stobsl Squore s102 0 0 Ske*etl t2. Uork No. No. Poured (T yp€ Rcq'd. Longth Length 7e" x l" Jt. S€ol6r I or {l Bsg'd. D6r Subs€ctlon 50,02(hx?l SECTION X-X s10r 29 19'-8" 33 19'-8" Bockrr rod ls not roqulrod. SOUARE APPROACH SLTB SHOilN th" s402 9'-O' {0 9-r0' = r-0" E s101 {0 3'.-0" * 3'-0" 5403 Dorols bP s10{ t,-2* ?0 1'-2- o.t- I 5404 c i2" o,c. 0ovels *€ s{__ lEo 19.7'- l"?s'lttan sker ongl€t to 2'-0" MIn, s40 s50i 10 29'.-8' s50l s50 29.6'+ 0.?5'(ton sk€w qBt€l to d- lEo _l SloD fidrh 5540 29.6' r 19,?5'tton $ksu ongtBt b:/, s{0r e9 2r-8" 55 2r-a' SECTION Y-Y sl02 9'-10' {1 9'-r0' DTTAILS OF LONGITUOINAL N.I.5, s{0J 40 3'-0" I 1'-0 t9 GEMRAT NOIES -.- 5{0/t 22 7',-2' tt l',-2' CONSTRUCTION JOINT STCTION B--B p,F N6 s{-- I Ea. 21.7'- 1.25'/lton sksr onglel to 2'-0- lllru l": l'-0" TABLE oUANItTttS FoR oNE Thls Il{E STEEL rD TDIIION. COCREIE FM IIC T{Ls T,L IOI E PAIO FG 1€. 4 DIBECTLY.EJI 9{.1 E CCiEITFEO TO l? E ll€LLlro ltrl IIC PRICE Bl0 FCt TOERCIE OIIEI PTYII{L' 4. RU.iOIG a a a a OIA TEEP }A.E }lq.E OIAIEEP r{q-E lf-f GEl'lrEES cExrEnS tota HU.E a lf-] AI If.} CE]IIERs a gq.loOIICH TG rl.L TPTH t{II smrG. E [rEnEo r0 t..f U€l{ OINEEIED BY rE E]GITCER III EICAVATIOI EfT a TYPE A TYPE B TOE WALL DETAIL FOR CONCRETE DITCH PAVING ,, ,l 0EilERAL llOTESr Il{E Fu-L UIOIH OF EACH SECIIO{ S}hLL BE pq.nED tit(lr{}-trHtcAlLy. T(E UALLS T0 BE COi{STRIEIEO FULL UlOtH AI EACH Ettt OF OIrCtl PAYIT{G, AND P(IJREO MO{L ITHICALLY. S{I.IO EI' ALIITG OIICH PAVt[i TO BE PLACEO UtIHtil t4 OAYS (T PAYI}G G ELEiCTTS PER BOU YfIE5 IIIH TIOTH G MYI]G SPECIFIEO OIICH CO{STRTEIIOT I. YIIE TMNSYERSE EXPAiISIO{ PI.ACEO EICRG? OISBIP'IGS IO E IJEEO FG Tl{E ETIIFE JOIilIS SHALL BE IN C(IEREIE OITCH PAVIUi AI 45'INTERYAL$ TTG LE]IIH 6 OITO{ I}C]I E.rE G OTTCH PAV]TG SPACE ST6tt BE FILLEO UITH APPROYEO JOINI FILLER EIEEEG 7L II{E OTSSIP'IGS YILL T€T E COifTYI]{i UITH AASHIO I,I2t3. PTIO FB OIECILY.EJT s|{x.L E COEITEO IO E I]GLLTO IT TI{E PRICE EtO FG OOICREIE otrcH mvtr5. E 0 tlr E e ET 0 0 ffifi ARKANSAS STATE HIGHWAY COMMISSION r r'l I ENERGY DISSIPATORS oo sclEl {rll CONCRETE DITCH PAVING El.::IJ-', r tat-a- ta EVIEO N EITII{ 1lE;Tn:r.- STANDARD DRAWING CDP-1 OAIE NEYISIil lmrE FrLrto S s H0LE5 lN PI0STS AND BLOCKS T0 BE y1'Dtl. _ TO(x) BLOCI(OUT I'SED ? IrtH rooo PosTs SHILL rir h- BE 6'xt'xl'-2'tlTH iO r ]$TCH REOUIREO. *ffi# tit lL tj! T rP S %-xg'Bolr 25'-O' y.. HOIE t_< I -l I 1L' ]t/t' - x I/;'SLOTS F.gr 8sLoTs*-xtlr' oc, 6'xt-xl'-2- e ,r PLASTTC Broct( o o o { __1 @ trr{g'x9z'xr?* o l. t" o HOLE il NorEs! .l l- l"tyz' - l L SUILAR SHAPED PLASTIC BLOC(OT'IS s MAY BE USEO AS AS o o rO 1_ _l LO]'IG IIf,Y ITEEI I REOUIREYENTS FOR TTANUAL FOR s ASSESSIilG SAFETY HAROf,ARE (ITASH'. CJ FRilT SDE 2.DIUENSIO{S ARE SUBJECI TO |IOOD BLOCKOUT CONNECTIONS PLASTIC BLOCKOUT CONNECTIONS o o IIAI{UFACTURERS TOLERANCES. so WOOD BLOCKOUT PLASTIC BLOCKOUT DETAILS 0F srEEtwlH[EAfi,osr coNNEcTroNS o l (IT.BEAMI (W.BEAMI Y.'x212'SLOr .-T- 0.c. rRl lL i_ HOLES lN POSTS ANO BL0C(S T0 BE 7r. DtA. HOTE B- HOTE FOR TYPE 'B' (OPTIONAL FOR TYPE "A'' o V. FRONT SIOE BACK STEEL POST NAIL F F oJ J io o @ o F F o tl-If 8ol. R 6. DETAILS OF Ct,T SIEEL IY?ICIL o W.BEAM GUARD RAIL x cx iF RAIL SECTIO{ 0F CLoSELY S|U|LAR O|MEN9O,IS 41{) t COTPARABLE STREiIGTH UAY BE SUBSIIIUTED IF APPROVED BY IHE ENONEER. POSTS AM) BLOC(S TO BE ROUGH SATN 5'X!' TITH A TOLERANCE OF + OR - %.. TYPE "8" TYPE 'A' WOOD BLOCKOUI CONNECTIONS PLASTIC BLOCKOUT CONNECIIONS DETAILS OF STEEL LINE POST CONNECTIONS DETAILS OF WOOD LINE POST CONNECTIONS (W.BEAM) (W.BEAM) -GENERAL NOTES- ALL BOLTS SPLICE BOLT SHALL BE SIJFFICIEIiIT LEI{GIH IO EXTENO t-16-r? Jlnouo{ THE FII.L IH|CKNESS 0F THE NUT Atf) N0 ltoRE Tl{lN POST BOLT . SAME EXCEPT LENGTH /r- BEYOID lT. IHEBE I-BEAI GUIRD RA|L CoilrNUES. THE |NTERIIEDiIrE SECT|ONS SHALL HAVE A POST SPACING OF 6"3'I'{LESS OIHERIISE NOTED. T.EEAlr A,ARD RA[- REPRESENTNG ilIIERUEDIATE ot-22-o2 yElzuBEo SECTIONS ull BE ALor{c THE RoAotAy FACE FROII CENTERL|i|E 0F PoST TO CEIITERLT\E 0F PoST. [-6-0r I-BEAll GUARO RAL 'Lsli Coltpoffl{Ts 0F satE utTEtulL FoR ENTTRE JOB. EqR ExlEtstoxs 0R uottFtclrtoN oF ExtsrtNc crJARo RAtr.t-BEAU GUARD Rli[- COTPOIENTS OF THE SATE TYPE As THOSE EXISTiIG SHALL BE USED. OET ANY BACKFILLING U]{)ER OR AROUND POSI SHALL BE OAUP CHAUFER ONE SIOE OF ctnB I SAI{D THOROIJGHLY TAUPEO O{ PLACE. ot-E-9E 0Er BIOCTS SHILL BE ErTlfR DEilSE M).TSTRUCTURAL POST 'Ir'r.0. ^_____U@,PiO9-Tl(I'OO ! l0O0 Of, r5lr5 ' DtA.x BETIER 9.7f f' OR NO. I I35O f SOUTHERN PII{E. ^IPEDc6rL REVISEO RECESS ONE _ .__cl,r{TR4qTgR gElLt HayE TxE OpTtOr{ 0F uslNc tooD BLoct(orrrs FoR i_BEAU qq$q.llrL o! lLasllc BLoc(0!,rs.^s Lor{G as BlociouT USED rtEts neo0ntueiirs (x-ol-9? FoR lllNuaL FoR assEssnrc SAFETy HARo;ARE (uast{, F(n I-BEAI qJAiD -R1ta.- -- - CUT STEEL UASHER EOEA;]I I REVISEO ARKANSAS STATE HIGHWAY COMMISSION EVISED IASTCR TOIE REY.GEI{.i{OIE I OEPIH OF AI{C.POST NUT 0G-0?-to il nocr t-2-lto GUARD RAIL DETATLS 0l-04-tt EY. rllgrlgR Fosr .ELE% I€IEs I F'OST ft ROCr 7t0-3-4-tt to-09-t? EBA;I{ I REYISED toz-o-!-a7 OAIE REYISrcil FLICO STANDARD DRAWING GR-8 Cose I Cose 2 il- L------IE------J TYPE A OR TYPE IYP€ E f'-r--- I CURS CLNB so 50|1 SHOP |ELO t' I soL -F I FOR t'ESEil SPEEDS OF FOR OESIGT{ SPEEOS OF 50 UPH OR LESS 55 IIPH OR I()RE A 7r' 0lA. HOLES (IYP., r%' oA. HoLES (rYP.l ALIGN FACE OF GUIRD RAIL PLACE GUARO RAt POSIS TASHER PLATE "l BASE PLATE IIIH FACE OF CT,,RB. AG tttsT BlCt( 0F ctnB. B 50110 Rocr solrD Rocr PLACEMENT Nolc! Bolt3. rrrlt roGhara ond ptotag !ho[ bc DETAIL OF GUARD RAIL gdvonlzcd In occordonc. utth S.cllon BEHIND CURB (W.BEAM) tO7 of tha Stdrdord Spcelflcorron.. Fof, tEsrGN SPEEoS OF 50 pH 0R LESS ALL CURE FACES.AS Srcfi{ Ot SID. ORIG. CG-I. UAY BE USEO. FOR I'ESION SPEEOS OF 55 UPH OR UORE Plon Vl€u Steel IYPE 'E' CURB FACE SHALL 8E USEO. Posts Eltlrer holc conllgurollon @a.ptobb zt zt 6o c ffi au J 16rl.5 f OR 1619 I Y2'rd/2'te' A^$ttl0 Plon Vleu Wood ll2?o tGR.:l5r STEEL Posts BASE PI-ATE Ehhar lrota occa9tobla t PAv'r, LSE IOP HAB 2v 0F R.C. BoX r HEX t{Ero BOLT TITH NUI 2v CULVERT ltD ilAsttR (TYZ!. ilotcar For (ltrsrolnC l{olast For oycrlylng roldagtha (A)rdrCfng frofi E. to {4-, ovartylng roltdcpths trom O to 6-.tha dapth of rrqrtrad tha (Brls ftlllng G, Is cqrdto 24'. daglh ot raeulrcd drltln€ aquotto clthcr t2- or ilil TOP SL B OF R.C. BOX CU-YERT 44- mlru! tlra dagth of loI?hlchcvrr fa blB Zona Ar Zona Bt A th'rcu2'ilr Bocktlloccordlno to Sactlon 6t?.0ltor. Bocktllhotc ln 6. tlflc ulth motcrlolmcaflng thc Zona a B! L2r0 (cR. 36' ^^s,ttoSTEEL raqqlrsrcnt! BGkfloccordlng to Sacilon 6t?.O:tlot. IAs}CR PLAIE ot Sacllon t02.02(c, - Attarnota crodotlorl corpocl to g|iz moxtmum dry danstty Dcr ASTU 0-59!. SECTTON A.A DEIAIL OF CONNECTION DETAIL OF POST PLACEMENT IN SOLID ROCK (W.BEAM) Z- CLllM EYELU SEIAIL OF SIJIRD RAIL o(-e-01 PLACEIEI{I EElnO ctN8 [-o-oti AII'ED SUTXU R{. FI.AgEEilI EEI{iO CTJRftREVTSED oEr&. 0F CoirCcrlor EYIsED FOSI FL CEIE]{T il ROCf, I [-ll-oa crr.vERt coriEcrtot rIA[s. 100E0 + DEIAIL FOR GUANO RAI PLACEUENI AI LOI-FILL CI'-YERIS qHTI|;ED STEEL sP'CER ILOCI TO |OOO lOtE. BLOCTOUI. ADOED DET. (r CI'ARO RTT. 0a-e-90 corGcrorr r0 nc.Eox cuLv.r-oELErEo IIEI. OF SIEEL LTE FOSI COiiL AOOED 0€r.0F GlrARo R t- PLlcE. IEHND' CLnS I OET.(F POSTPT-ACE-X S{tL[t ROCI ro-o!-17 EEDRA'il I REYT:iEO T61r:iriitr 0ltE REVtStort FT.ICD STANDARD DRAWING GR.8A ... LAP OF GUARD RAIL SHALL BE AS SHOTN FOR A DISTINCE OF l.P TO 2OO,. NOTEI GUARO RAIL tlTH CUARD RAIL TERITINAL CHAI{GE TO LAP IN DIRECTIO{ OF TRAVEL. (TYPE D TO BE INSTALLED ONLY AT LOCATIONS SHOUN ON PLANS. VAR. UHEN EXTENDED r50'urN. BEYOND IilN. LENGTH BEYOND IIII{. LENGTH 2',Uil. 2'UIN.I FLATTER FLAITER _t SHLDR To,i- +LAP SHLDR SHLDRT- + 2',rflN. 2'UrN. 25' 25'. + MrN. + LAP z',UrN. J snuon FLTTTER 50d 0R cL rrEDlA!_ -T - -t- 2, MIN. r50'ilrN. VAR. THEN SHLDR. BEYOND ONE-WAY TRAFFIC TWO-WAY TRAFFIC METHODS OF INSTALLATION OF GUARD RAIL AT LESS THAN FULL SHOULDER WIDTH BRIDGES USING GUARD RAIL TERMINAL (TYPE ?} NOTEI GUARD RAIL tlTH 0UAR0 RAIL TERIIINAL (TYPE t, T0 BE INSTATLED ONLY AI LOCATIONS SHOTN ON PLANS. YAR. f,HEN EXTENDED BEYONO UIN. LENGTH 15' r50'MrN. FLATIER 2'url:l UIN. 5OdOR I _1t sod --=HLDR. IIIN. SHLDR. ... LAP OF GUAR0 RAIL SHALL BE AS SHOIN sr.;;T- LIP Ir;|r,i. 2'[il. FOR A oISTANCE OF uP T0 200.. + + CHANGE TO LAP IN OIRECTION OF TRAVEL. 25' € 2. Uttl + 2'UlN. SHLgR. + SHLDR. LAP+ sltDR. 5ot OR FT.AIIER CL TIEOIAN T VARIABLE BEYOITID IIIN. LENGTH TWO-WAY TRAFFIC ONE-WAY TRAFFIC METHOD OF INSTALLATION OF GUARD RAIL AT FULL SHOULDER WIDTH BRIOGES USING GUARO RAIL TERMINAL (TYPE 2' 200'NoRil. 7s'. 75' IlrN. 1',UrN.l LEGEND ... RAIL 4'tflN. LAP 0F GUARD SHALL BE AS SHo|N VARIABLE FOR A DISTANCE OF UP TO 2OO', SLOPE VARIABLE CHANGE TO LAP IN DIRECTION (r TRAVEL. . THRE BEAII GUARO RAIL IERUINAL .. CUARO RAIL TERTIINAL (IYPE 2, a';r 75',UrN. 4't rN. 200'NoRu. METHOD OF INSTALLATION OF GUARD RAIL USING GUARD RAIL TERMINAL (TYPE I) I I ARKANSAS SIATE HIGHWAY COMMISSION (FULL I SHOULDER IYIDTH OR LESS BRIDGES} I a-rr-o! IBEITSED LlYqrrs [-ro-05 liEuoED arlRo i,rll rsrEs rro rr^ts r-r5-o lorE-lclroo G rLsrrlllr0{ oF qjlRo Rlr, rEiU.rIY.0 GUARD RAIL DETAILS FE.(x) j-l-g- ITOGD rcTE o-9-3? lnEoRltr{ t REYTSEL STANDARD DRAWING GR.9 D^IE I REVEOT DATE FI-I' TRAFFIC EDGE OF TRAVELED WAY B END TERMINAL GUARD RAIL EDGE OF SHOULDER s',-6" NORM. v 2'-0" MtN. NOTE: NORMAL SECTION T0 l NORMAL OR FLA SHLOR. SURF. TANGENT GUARO RAIL (TYPE A) SECTION ON GUARD RAIL (TYPE A' o.o4 FT /Fr o.o4 FT /Ft SLOPE AS SHOWN ON TYPICAL SECTION z',-O" o.o2 FT /FT FT 2'-0" MrN. A A SECTION A.A SECTION B.B DETAILS OF WIDENING FOR GUARD RAIL SECTION ON CURVE DETAILS SHOWING POSITION OF GUARD RAIL ON HIGHWAY SHOULDER PIER PROTECTION 9'. ARKANSAS STATE HIGHWAY COMMISSION METHOD OF INSTALLATION GUARD RAIL OF GUARD RAIL DETAILS AT FIXED OBSTACLE STANDARD DRATING GR.gA z',-6' 7'-3Y2" o o Y."x2t/2" sLot l't j 3'-tth- 3'1lz' t x 2t/2. LONC 6th" tt/q" 6t/q' 6'h' POST BOLT SLOTS L 6Y! I,-...... 7 st5 El l- eh" d 3.h. o n T-4 .t- I 20' _il: -_---:_ __1 E_] 6* I lnr,-Lu.l t ---l-1------{r,"ll I Y.'xzlz'SLOI '' -TZl SPACED AT r-6lt'O.C. r OIA, HOLES (TYPJ (FOR 7t- uA.H|GH srREr{crH BoLTs ilrH SECIO{ TIfiJ %",,,1," L 5'-tlz" HEX HEAOS. NUIS ND II SHERS) IHE Ery BAT. SLOTS SPECIAL END SHOE THRIE BEAM RAIL TRANSITION SECTION \ld' \lj 7"x4" x 1l'xll'xrr%' STRUCTURAL t .\ t' ATTACH BLOCI(OUT IO POST USTNG r ort. FOR 7/C %'orA.HEx HEAD Borrs ttrP. t/2' " O.O. CUT STEEL XASHERS AND NUT. NOTE: SEE STANDARO ORAWING GR-IOA FOR s \ GUARD RAIL POST EMBEOMENT DEPTHS. fu-r ihl iFls :{-'l #-rn ALL HOLES DRILLED ryr 0R PUNCHEo " OtA. C.L. ITEB CONNECTOR PLATE ALL HOLES IY. " DIAMETER EXCEPT AS NOTED CONNECTOR PLATE SHALL BE AASHTO M270, GR.56 ANO SHALL BE GALVANIZED AFTER FABRICATION. GALVANIZING SHALL CONFORM TO SUBSECTION 807.19 OF THE STRUCTURAL STEEL TUBING HOLE PUNCHING STANq|RD SPEC|F|CAT|oNS. CoNNECToR PLATE T0 BE BoLTEo T0 SPEC|AL END SHoE DETAIL USING't" OIA.HIGH STRENGTH BOLTS.WITH THE HEAOS PLACEO ON THE TRAFFIC FACE. FOR STEEL POST WOOD TASHERS SHALL BE USED UNOER THE HEAD ANO NUT. BOLTS. NUTS ANO WASHERS BLOCKOUT DETAIL & SHALL BE CALVANIZEO AND SHALL CONFORM TO SUBSECTION 80?.06. OR PLASTIC BLOCKOUTS NOTEr BL0C(S SHALL BE THE SAME IYPE THROUGHOUT THE PROJECT LIMITS. (2) 2" (ToLERANCE +l/a", -t1r" , 4tL" , 4t/,", I % " , t'1r" SPLICE BOLT SLOT HOLES GENERAL NOTEST I THE THRIE EEAM RAIL, SPECIAL END SHOE. ANO THE TRANSIIION SECTION SHALL BE MADE OF STEEL ANO SHALL BE 12 GAGE. ZINC COITING SHALL BE TYPE I. I RAIL POSTS SHALL BE SET PERPENDICULAR TO IHE ROADUAY PROFILE GRADE ANO TRAFFIC VERTICALLY IN CROSS SECTION. I ALL BOLTS SHALL BE SUFFICIENI LENGTH TO EXTEND THROUGH THE FULL THIC(NESS OF THE NUT AND NO MORE THAN 5'4" BEYONO IT. I ALL LAP SPLICES.INCLIJDNG SPECIAL €ND SHOES.SHALL BE MADE IN THE DIRECTION SHOf,N ON STANOARD DRAIYINGS CR-g GR-II. t REVTSED Tn tsrlrot{ SECrEra. Gu^no RA|L l{ElGl{I, AiO GETCRIL IOIES. REFER TO STD.OR[C.GR-IIFOR POST DETAILS. t-t3-r7 myED IIf,IE IEAT GUAND RA[. CO{iECIIOE AT Yt" x ?Vz" EROGES EI{OS TO SIO. DffiO. GN-E USE THRIE BEAM GUARO RAIL COMPONENTS OF SAME UATERIAL FOR ENTIRE JOB. POST BOLT SLOT THRIE BEAU POSTS SHALL BE SAME MATERIAL AS T-BEAM POSTS FOR ENTIRE JOB. t-o-05 AOOEO IOIE FOR AIIAOiIG SIEEL ARKANSAS STATE HIGHWAY COMMISSION TTOOD POSTS I UOOD BLOCKS SH LL BE EITHER OENSE NO. ISTRUCTURIL OR lLocrour THRIE BEAM RAIL BETIER 9.?f (I{OO fI OR NO, I I35O f SOUTHERN PINE. SPLICE AT POST GUARD RAIL DETAILS o!-!0-oo O IE REYTST(I{ FI.EO STANDARD DRA}TING GR.IO STRUCTURAL STEEL TUBING BLOCKOUT ;F o ts o !_ N N LIP TO GUTTER DETAILS @ F ll o il lt tt lr- THRIE BEAM RAIL WITH STEEL TUBING BLOCKOUT IY.BEAM TO THRIE BEAM TRANSITION RAIL AND POST STEEL WITH ITOOD OR PLASTIC BLOCKOUT AND STEEL POST t-7 Posrs POST 8 @ F ,z tt tt I I L] LJ L l THRIE BEAM RAIL THRIE RAIL BEAM W.BEAM TO THRIE BEAM IIITH WOOD OR PLASTIC WOOD PLASTIC ITITH OR TRANSITION RAIL WITH WOOD OR BLOCKOUTS & ITOOD POSTS BLOCKOUT & WOOD POST POSTS I-5 PLASTIC BLOCKOUT & WOOD POST POST 7 POST 8 GENERAL NOTESI RAIL POSTS SHALL BE SET PERPENOICULAR TO THE ROAOWAY PROFILE GRAOE ANO VERTICALLY IN CROSS SECTION. WOOD POSTS & WOOD BLOCKS SHALL BE EITHER OENSE NO. ISTRUCTURAL OR BETTER 9.7f (I4OO f) OR NO. I I35O f SOUTHERN PINE. I ARKANSAS STATE HIGHWAY COMMISSION I UJ&[' RdL It,IGHI. r-6-r? EYTD Cil]GED I SIO.OTGTr TBER Fn[I GR-IOA IO GR.I I GUARD RAIL DETAILS STANDARD DRAWING GR.II OAIE REvrsro{ I FLEo 6'-3" ASYMMETRICAL TRANSITION SECTION 25'-O' L-BEAM I" DIA. FORMEO OIRECTION HOLES IN CONCRETE --J6T-TRIFFiT_- TRANSITION RAIL FOR I %" DrA. BoLTS I 3'-tt/2" 3'11/z' I END SHOE I I I 'l I 6 I I I I N IIIIIITI IIII-IIIIIGIll I GUTIER L EEtrI Ef E 4'x7" LtP CURB OR H H r2l I 3 f tv5x9( H H ELEYAIION WOOD OR PLASTIC BLOCKOUT (5) VIOOD OR PLASTIC 7th'. 4"x7" LIP CURB (TYP.) CONNECTOR x 8.5 OR PLATE- \ .-.'l'l SPLICE x9 POST POST t-___{ PosT I I I I 5 SPACES AT I' 7'. AT I I 3'at/2" t_ 3'-tt/2" t- T I 3', 5',-3" 6',-3' 6',-3" I 6',-5" PLAN IIOOD OR PLASTIC w000 0R BLOCKOUT (3) PLASTIC LIP CURB PLASTIC (TYP.) CONNECTOR 7'4_ 6"x8" U00D PoST BLOCKOUT PLATE- SPLICE t'-8- . (TYP.) POST F_q Posr h-c PosT I I 5 SPACES AT f 7'- l' I 3'-tt/2" 3'-tt/2" AT r 6',-3" 6',-3" 6'-3" 6',-3" PLAN (I) VERIFY BOLT SPACING FROM RAIL IRANSITION PRODUCER, (2) REFER TO APPROACH GUTTER OETAILS. (3) LENGTH OF BLOCKOUT ON POST 8 TO BE MODIFIEO TO FIT RAIL WIDTH. THRIE BEAM GUARD RAIL CONNECTION AT BRIDGE ENDS GENERAL NOTEST THE THRIE BEA}J RAIL, SPECIAL END SHOE, ANO THE TRANSITION SECTION SHALL BE MADE OF STEEL AND SHALL BE 12 GAGE. ZINC COATING SHALL BE TYPE I. RAIL POSTS SH LL BE SET PERPENDICULAR TO THE ROAOf,AY PROFILE GRADE AND VERTICALLY IN CROSS SECTION. ALL BOLTS SHALL BE SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL IHICKNESS OF THE NUT ND NO UORE THAN 3..' BEYONO IT. ALL LAP SPLICES. INCLUOING SPECIAL END SHOES, SHALL BE M DE IN THE DIRECTION SHOf,N ON ST NDARD DRATINGS GR-g I GR-I3. REFER TO STD.ORWG.GR-IIFOR POST DET ILS. USE THRIE BE M GUARD RAIL COMPONENTS OF SAME MATERIAL FOR ENTIRE JOB. ARKANSAS STATE HIGHWAY COMMISSION THRIE BE M POSTS SHALL BE SAI'E IIATERIAL AS TI-BEAM POSTS FOR ENTIRE JOB. POSTS SHALL BE PLACED AT THE MID.SPAN OF THE T-BEAM. GUARD RAIL DETAILS WOOD POSTS I f,OOD BLOCKS SHALL BE EIIHER DENSE NO. ISTRUCIURAL OR BEITER 9.7f ({OO f) OR NO. I I55O f SOUTHERN PINE. 0ltE REYrs(ta Fl.IfD STANDARD DRAWING GR.I2 LEAN GROUT, (6'tIMuwr BAR LIST BAR N0. srzE TENGTH BAR BENDING DIAGRAIT H 2 .1 SPAN l4l I .1 J .4 r-5- =II L BAR L .{ l',-2' J BAR I--t8.------IL ^J u .4 r-8. -I r NOTEI LENGTH AND ilUilBER OF BARS VARIES tlTH SIZE OF CUTVERT J BARS J BARS GENERAL NOTES [,8ffsoPiiPr#r.. J BARS BARS H BARS TINGS. CURTAIN IALLS ANO APRONS SHALL BE TIED TO THE PRECASI CULVERT SECTION BY C STING BARS IN CIT-VERT END SECTIONS AS SHOTN OR BY OOf,ELING ANO GROUTING. PLAN VIEW J BARS AND II BARS SHALL BE EilBEDDEO A I'NIIII'U OF IO' IN PRECASI BOX. XINGS. FOOTINGS. APRONS AND CURTAIN f,ALLS SHALL 8E CONSTRUCTED IN ACCOROANCE IITH Tl.|E APPLICABLE TING DRAWING. STEEL ANO CONCRETE OUANTITIES IILL BE AD.T'STED IO FIT THE IN-PLACE IIDTH f HEIGHT OF IHE PRECAST CONCRETE BOX CULVERTS. ALL EXPOSED CoRNERS T0 HAVE z- CxrurenS. f,INGTALLS ANO FOOTINGS UAY BE ADJUSTEO IN THE FIELD AS DIRECTED 8Y IHE ENGINEER. ALL CONCRETE. REINFORCING SIEEL. LEAN GROUT, METTBSANE UATEEPROOFING. DRAINAGE FILL UATERIAL.GEOTEXTILE FILTER FABRIC. LABOR. IIATERIALS ANO EOUIPI'ENT REOUIRED FOR INSTALLING PRECAST BOX CULVERTS f,ILL NOT BE PAIO FOR DIRECTTY BUT TILL BE CONSIDERED TO BE INCLUDED N THE PRICE BIO FOR IHE ITEUS AS SPECIFIEO IN SECTION 507 OF IHE STANDARD SPECIFICATIONS. LEAN GROUT SHALL CONSIST OF A SAND CEilENT IIIXTURE IE SURFTCE J BARS ?.HBARS A UEETING THE FOLLOIINC REOUIREIIENTST CIJLYERI IOP J PORTLANO I THE J 8AR |fAOTALL H IARS CETENT SHALL BE IYPE AiD SHATL ilEET uil REOUIREUENTS OF AASHTO II t5. SAlrlO SHALL IEET IHE REoU|REMENTS OF F|NE GGREGATE AS SPECIFIED IN SECTION 802.02 OF THE STANDARD SPECFICATIONS. THE SAND CEICNI MIXTURE SHALL COT{SIST OF NOT LESS THAN L5 SACTS OF PORTLAI{D CEUENI PER TON OF IIATERIAL IIIXTURE. T J B RS IHE IIIXTURE SHALL CONTAIN SIJFFICENT f,ATER TO HYDRATE THE CEUENTS. THE SANO CEUENT HIXTURE SHALL BE PLACED IN IIAXIIITJU 8 INCH THICK LIFTS. LOOSE IIEASURE. AND THOROUGHLY RODDED ANO IAMPED AROUND BOX TO IHOROUGHLY FILL AtL VODS. a I'EMBRANE IATERPROOFII{G COI{FORITING IO T}E REOUIREUENTS OF SECTIOil 8I5 OF IHE SIANOARO SPECIFICATIONS SHALL BE APPLIED TO ALL BOX CI,LVERT JOINIS. a U BARS uril. o'o.c. IHE UEUBRANE f,ATERPROOFING f,ILL BE REOUIRED ON THE TOP I EXTERNAL JOINT ANO SHALL EXTEND I FOOT OOTN THE SIDES OF THE L CULVERT. I I BARS tl' SPAI{ IN OUTER BARRELS. ONE ;EEP HOLE IS REOUIRED IN EXTERIOR IALLS OF TIPI 2 CEOTEXTILE FILTER a. I BARS EACH PRECAST CULVERI SECTION. TEEP HOLES HAVE MAXIITUU FABEC AS SHOIN PER I SHALT A su8sEcrtoN 625.02 I BARS HORIZONTAL SPACII{G OF IO'.0'IN THE ASSEUBLED CULVERT ANO SHALL BE SPACEO TO CLE R ALL BEINFORCING STEEL. THE DRAIN a +t OPENING SHALL BE 4. DIAIETER AND SHALL BE PLACED 12' ABOVE THE TOP OF THE STOP DRAITI GE FILL AI 4- IEEP HOLES IOTTOII OF IEEP IOLES BOTIOII SLAB. DRAINAGE FILL IIATERIAL TIIH GEOTEXTILE FABRIC IS REOUIRED AT THE EXTERIOf, TALLS OF THE ASSEIIBLED CULVERT, SEE DETAILS ON THIS DRATING. L BARS IIINIUUX f,IDTH SHALL BE 12'(5- ON EACH SIOE OF JOINT'. ON ITULTIPLE BARREL CULVERTS. If,UBRANE IATERPBOOFING SHALL BE APPLIED TO EACH BARREL AS OESCRIBED ABOVE. a a IITH THE APPROVAL OF THE ENONEER. IHE CONIRACIOR |ILL BE ALLOf,ED IO SUBSTITUTE. AT NO ADOITOI{AL COST TO THE DEPARTIIENT. FLOf,ABLE SELECT UATERIAL CONFORUNG TO SECTIO{ 2O5 OF THE STANDARD L EARS T BARS SPECFICATIONS IN LIEU OF LEAN GROUT. PNECAST CONCNETE cuRl^rir tllt BOX CIX_VERTS A SECTION A - A I IPRO|{ P-l5-r END VIEW ARKANSAS STATE HIGHWAY COMMISSION PRECAST CONCRETE BOX CULVERTS DATF FT EN STANDARD DRArIING PBC-I CONSTRUCTION SEOUENCE ,..: . ; .': I. PLACE STRUCTURAL BEDDING MATERIAL TO GRAOE. DO NOT COMPACT. 2. INSTALL PIPE TO GRADE. REINFORCED CONCRETE TRENCH 3. COMPACT SIRUCTURAL BEDDING OUTSIDE TI{E MIDDLE THIRO OF THE PIPE. SECTION EMBANKMENT SECTION REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 4. PLACE AND COMPACT THE HAUNCH AREA UP TO THE MIOOLE OF THE PIPE. ARCH PIPE DIMENSIONS 5. COMPLETE BACKFILL ACCORDING TO SUBSECTION 606.03.(fXI). PIPE DIMENSIONS EXCAVATION LINE H AS REOUIREO SPAN RISE AASHTO M 207 NOTE: HAUNCH AND STRUCTURAL BEDDING MATERIAL WILL NOT BE EOUIV. EOUIV. PAID FOR SEPARATELY. BUT COMPENSATION WILL BE CONSIDERED 0lA. AASHTO AHTO AASHTO HHIL' DIA. SPAN RISE M 206 NOMINAT M 206 NOMINAI TO BE INCLUDED IN THE PRICE BID PER LINEAR FOOT OF CONCRETE PIPE. I2'MIN. INCHES INCHES INCHES INCHES l5 l8 t8 1l lt l8 23 l4 l8 22 22 t3r5 l4 24 30 l9 2t 26 26 t5r5 t6 27 34 22 . LEGENO - HAUNCH 21 zak 29 t8 l8 30 38 21 30 36Y1 35 33 42 LOWER LOWER SIOE 22k 23 27 Dt = NORMAL INSIDE OIAMETER OF PIPE 35 13Yt 44 26.4 27 36 45 29 0" = OUTSIoE oIAMETER OF PIPE _l STRUCTURAL BEDOING 1? srVs 5l 3l'{E 31 39 49 32 H = FILL CoVER HEIGHT ovER PIPE (FEET) tr- MIN. MINIMUM 18 58k 59 36 36 42 53 3,r = BOTTOM OF UNDISTURBEO SOIL \ oo/2 EXCAVATION 54 65 65 40 40 48 60 38 N\?a\a = & SELECTEO PIPE 50 73 73 /t5 45 54 68 43 BEOOING PAY LIMIT 72 88 88 54 5,r 60 76 18 81 to2 toz 62 62 56 83 53 90 il5 il5 72 72 72 9l 58 Gmqmz. 95 t22 77ta 77 78 98 t22 63 3.MINIMUM r08 t38 138 87ys 87 8rl r06 68 (5'MIN. IN ROCn t?o l5.r l5,t 987/g 97 THE MEASURED SPAN AND RISE PIPE BEDOING 132 16894 169 tO6lz r07 SHALL NOT VARY MORE THAN INSTALLATION MATERIAL REOUIREMENTS FOR OF UNDERCUT IF TYPE HAUNCH ANO STRUCTURAL BEOOING BY ENGINEER) THE MEASUREO SPAN AND RISE SHALL NOT VARY T 2 PERCENT FROM THE VALUES SPECIFIEO AASHTO MORE THAN +- 2 PERCENT FROM THE VALUES BY M207. EMBANKMENT AND TRENCH INSTALLATIONS SPECIFIED BY AASHTO M206. TYPE I AGGREGATE BASE COURSE (CLASS 5 OR CLASS 7' I. MATERIAL I! THE HAUNCH ANO OUTER STRUCTURAL BEDDING SHALL BE COMPACTED TO 952 OF THE MAXIMUM OENSITY ACCOROING TO THE TYPE OR CLASS OF MATERIAL GED. SELECTEo MATERIALS (CLASS SM-!. SM-2,0R TYPE 2 SM-,t) OR TYPE I INSTALLATION MATERIALX 2. IgR IRENCHES VflTH TVALLS 0r NATURAL SotL, THE oENStTy 0F THE SO|L tN TriE LOtyER S|OE IQNE-S.ITLL BE AS AS THE 952 DENSITY REOUIRED FOR THE HAUN'H. IF THE EXISTINC_ ** AASHTO CLASSTFICATION A-I THRU A-6 SOIL TItM TYPE 3 SQIL DoES NoT MEET TH|S CR|TER|A, tT SHALL BE REMoVEo AND RECOMPACTEo- __ T0 t57. OR TYPE I OR 2 INSTALLATION MATERIAL OF THE MAXIMUM OENSITY ACCORDING TO THE TYPE OF MAIERIAL OSED. * sn-a wtuu Nor BE ALLot{Eo. 5..q9E.EMBAry!!UEIITS,]Hq UA]EBIAL IN THE LOITER SIDE ZONE SHALL BE COMPACTEO TO 952 OF THE MAXIMUM DENSITY ACCOROING TO THE TYPE OR CLASS OF MATERIAL **MATERIALS SHALL NoT INCLUDE oRGANIC MATERIALS 'SED. MINIMUM HEIGHT OF FILL 'H' OR STONES LAROER THAN 3 INCHES. OVER CIRCULAR R.C. PIPE CULVERTS GENERAL NOTES I. CONCRETE PIPE CLASS OF PIPE CULVERT CONSTRUCTION SHALL CONFORM TO ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARO SPECIFICATIONS FOR HIGH|IAY CONSTRUCTION (CURRENT EOITION). WITH APPLICABLE SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS. CLASS III CLASS IV CLASS V UNLESS OTHERV{ISE NOTED IN THE PLANS, SE'TJON AND SUBSECTION REFER TO THE STANDARD CONSTRUCTION SPECIFICATIONS. INSTALLATION TYPE OR 2 TYPE 3 ALL ALL TYPE I 2. CONCRETE PIPE CULVERT OESIGN SHALL CONFORM TO AASHIO LRFD BRIDGE DESIGN SPECIFICATIONS, FIFTH EDITION (2010) lvtTH 20t0 tNTER|MS. PIPE ID (IN.) FEET MAXIMUM HEIGHT OF 'H'OVER 5. ALL PIPE SHALL CONFORM IO SECTION 605. CIRCULAR R.C. PIPE CULVERTS SHALL CONFORM TO AASHTO MI?o, t2-t5 2 2.5 2 FILL CIRCULAR R.C. ARCH PIPE CULVERTS SHALL CONFORM TO AASHTO M2O6 ANO HORIZONTAL ELLIPTICAL PIPE C.LVERIS I R.C. PIPE CULVERTS SHALL CONFORM TO AASHTO M207. t8-21 2.5 3 2 I CLASS OF PIPE 4. ALL PIPE SHALL BE PROTECTED OURING CONSTRUCTION BY A COVER SUFFICIENT TO PREVENT DAMAGE FROM PASSAGE OF EOUIPMENT. INSTALLATION CLASS III CLASS IV CLASS V 27-33 3 I 2 TYPE THE TRENCH I FEET 5. MINIMUM VTIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 24 INCHES. THE MAXIMUM ALLOITABLE TRENCH IVIDTH SHALL BE THE MINIMUM f{IDTH PRACTICABLE FOR YIORKING CONOITIONS. 36-12 3.5 5 2 I TYPE I 2l 32 50 6. t{uLTrqLE P|PE CULVERTS SHALL BE |NSTALLE0 W|TH A M|N|MUM CLEARANCE OF 24 TNCHES BETWEEN STRINGS PIPE. REFER 48 4.5 5.5 2 I I\PE 2 t5 25 39 OF TO STD.OVTG.FES-z FOR MINIMUM CLEARANCE WHER.iLARED END SECTIONS ARE USED. 54-60 5 7 2 I TYPE 3 l2 20 30 7. IMPERVIOUS MATERIAL SHOULD BE PLACEO AS DIRECTED BY THE ENGINEER AT THE ENDS OF IHE CUI.VERT T0 PREVENT LoSS 0F STRUCTURAL BEDo|NG |IHEN PERV|OUS MATER|AI iS USED FOR STRUCTURAL BEDDING AND,/OR BACKFILL. NOTE: FILL HEIGHI EXCEE0S FEET, 66-78 6 I 2 I IF 50 A SPECIAL OESIGN CONCRETE PIPE REOUIREO WILL BE 8. NOT MORE THAN ONE LIFTING HOLE MAY BE PROVIDED IN CONCRETE PIPE TO FACILITATE USING TYPE I INSTALLATION. HANDLING. HOLE MAY BE CAST IN PLACE, CUT INTO THE FRESH 84-r08 7.5 CONCRETE AFTER FORMS ARE I 2 I REMqvEq,oR DR|LLED. THE HoLE SHALL NoT BE MoRE THAN TWo TNCHES tN DTAMETER OR TWO INCHES SOUARE. CUTTING OR DISPLACEMENT OF REINFORCEMENT WILL NOT BE PERMITTEO. SPALLED AREAS AROUND THE HOLE NOTE: FOR MINTMUM COVER VALUES.'H'SHALL INCLUDE A SHALL BE REPAIREO IN A WOR(MANLIKE MANNER. LIFTING HOLE MINIMUM OF 12" OF PAVEMENT ANO/OR BASE. SHALL BE FILLEO WITH MORTAR, CONCRETE, OR OTHER METHOO AS APPROVED BY THE ENGINEER. 9, WHEN DIRECTED BY THE ENGINEER, UNSUITABLE MATERIAL THAT IS ENCOUNTEREO AT THE BOTTOM OF THE EXCAVATED TRENCH (BELOIV THE AREA IOENTIFIEO AS "STRUCTURAL BEDDING. IBOVEI IYiI-I- BE EXCAVATED AND REPLACEO IVITH SELECTED PIPE BEDOING. THE OUANTITY OF MAiERIAI RtoUIRtD TO BACKFILL THE UNDERCUT AREA UP TO THE SELECTED PIPE BEOOING PAY LIMIT DESIGNATEO ABOVE MINIMUM HEIGHT OF FILL 'H' MAXIMUM HEIGHT OF FILL 'H' VTILL BE MEASURED AND PAID FOR AS "SELECTEO PIPE BEDDING." ARCH HORIZONTAL OVER R.C. & OVER R.C. ARCH & HORIZONTAL IO, WHEN THE EXISTING MATERIAL EXCAVATED FOR THE PIPE TRENCH IS DETERMINED BY THE ENGINEER ELLIPTICAL PIPE CULVERTS PIPE TO BE UNSUITABLE FOR BACKFILLING THE PIPE (ABOVE THE AREA IDENTIFIED ABOVE AS THE HAIJNCH), ELLIPTICAL CULVERTS BORROW MATERIAL OR MATERIAL FROM THE ROAOWAY EXCAVATION VTILL BE USED To BACKFLL Txe iIpe. lF SUITABLE MATERIAL lS AVAILABLE. THE CLASS OF PIPE CLASS OF PIPE NoI ENGINEER MAY AUTHoR|ZE THE USE oF "SELEaiED Frpe EiCrrLl.- CLASS III CLASS IV INSTALLATION CLASS III CLASS IV INSTALLATION TYPE TYPE FEET FEET ARKANSAS STATE HIGHWAY COMMISSION TYPE 2 OR TYPE 3 2.5 1.5 TYPE 2 t3 2t NOTE: TYPE I INSIALLATION WILL NOT BE TYPE 3 t0 l6 CONCRETE PIPE CULVERT ALLOUEO FOR ARCH E HORIZONTAL ELLIPTICAL PIPE CULVERTS. NOTEr TYPE t INSTALLATION WILL NOT BE z-z t-ta REVISED GENERAL I N0TEI FOR MINIMUM C0VER VALUES,'H'SHALL FILL HEIGHTS & BEDDING ALLOhIEO FOR ARCH & HORIZONTAL tz-t5-il REVISED FOR LRFD DT INCLUOE A MINIMUM OF I2'' OF PAVEMENT ELLIPTICAL PIPE CULVERTS. 5-rE-00 ANO/OR BASE. 5-50-OO r-i:06:57- STANDARD PCC.I OATE DRAWING CORRUGATED STEEL PIPE (ROUND) \44X. (FEET) @ ulruvuu FILL HEIGHT "H" ABOVE TOP OF PIPE ,..; : : PIPE COVER TOP OF OIAMETER PIPE TO TOP MEIAL THICKNESS (INCHES) TRENCH (INCHES} OF GROUND EMBANKMENT ,,H" (FEET) 0.064 0.079 0.r09 0.138 0.r68 CONSTRUCTION SEOUENCE SECTION SECTION EXCAVATION LINE z, INCH BY INCH PLACE STRUCTURAL BEDOING MATERIAL GRAOE, OO NOT COMPACT. RIVF I. IO AS REOUIREO 2. INSTALL PIPE TO GRADE. . LEGEND - 3. COMPACT STRUCTURAL BEOOING OUTSIDE THE MIOOLE THIRO THE PIPE, t2 84 9l /t. OF t5 51 73 COMPLETE STRUCTURAL BACKFILL OPERATION BY WORKING FROM SIOE TO Do = 0UTSIoE oIAMETER 0F PIPE (MIN) t8 56 SIDE OF THE PIPE. THE SIOE TO SIOE STRUCTURAL BACKFILL OIFFERENTIAL MAX. MAXIMUM t?' De 6t EXCEED PIPE, = SHALL NOT 24 INCHES OR I/3 THE SIZE OF THE MlN. : MINIMUM 24 4? 46 59 WHICHEVER IS LESS. 12'MIN. 50 34 56 47 : STRUCTURAL BACKFILL MATERIAL 36 30 39 4t = 42 43 6? 70 73 NOTE: STRUCTURAL BACKFILL AND STRUCTURAL BEDOING MATERIAL 48 37 58 6l 64 WILL NOT BE PAID FOR SEPARATELY. BUT COMPENSATION NKIA = UNOISTURBEO SOIL BACKFILL I INCH I INCH CORRUGATION WILL BE CONSIDERED TO BE INCLUDED IN THE PRICE BID EoUIV. DIA. = EoUIVALENT oIAMETER PER LINEAR FOOT OF METAL PIPE. EMBANKMENT H = FILL COVER HEIGHT OVER PIPE (FEET) 4? 4t 5l 90 toz STRUCTURAL BEOOING 48 56 45 54 77 85 54 32 40 59 7t 79 e 50 29 36 55 64 7t 66 26 33 47 58 64 INSTALLATION MATERIAL REOUIBEMENTS FOR 72 24 30 44 53 59 TYPE STRUCTURAL ANO 78 2S 4t 49 54 BACKFILL STRUCTURAL BEOOING 84 26 38 45 5l 24 (CLASS MIODLE STRUCTURAL BEOOING 90 35 43 45 TYPE I AGGREGATE BASE COURSE 4,5,6,0R 7) IN SOIL-MIN. EOUALS TWICE CORRUGATION OEPTH LOOSELY PLACEO 96 2? 53 10 44 IN ROCK-MIN, EOUALS GREATER OFr UNCOMPACTEO toz 3l 38 4? I/2'PER FOOT OF FILL OVER PIPE 121' SELECTEO MATERIALS (CLASS SM-I, SM-2, 0RI SM-/t) SELECTED PIPE BEOOING t08 30 35 39 IYPE 2 TWICE CORRUGATION OEPTH (BACKFILL OF UNOERCUT OR TYPE INSTALLATION MATERIAL IF [4 28 34 37 I @ OIRECTEO BY ENGINEER) t20 27 3? 35 @ sM-3 t{tLL Nor BE ALLowEo. EMBANKMENT AND TRENCH INSTALLATIONS CORRUGATED ALUMINUM PIPE (ROUND) I. STRUCTURAL BACKFILL, EMBANKMENT, ANO OUTER STRUCTURAL BEDDING MATERIAL SHALL BE COMPACTED TO 952 OF THE MAXIMUM DENSITY ACCORDING TO THE TYPE OR CLASS OF MATERIAL USED. (DMINUMUM MAX. FILL HEIGHT ABOVE TOP OF PIPE (FEET "H" (ROUND), PIPE COVER TOP OF 2.INSTALLATION TYPE IOR 2 MAY BE USED FOR CORRUGATED STEEL OR ALUMINUM PIPE OIAMETER PIPE TO TOP METAL THICKNESS IN INCHES EOUIVALENT METAL 3.TNSTALALTTON TYPE TSHALL BE USED FoR CoRRUGATED STEEL 0R ALUMTNUM ptpE ARCHES filtl{2%" Xy2" (tNcHES) OF GROUNO THICKNESSES ,,H" (FEET' 0.050 0.075 0.r05 0.r35 0.t64 AND GAUGES CORRUGATION. ? INCH BY INCH METAL THICKNESS IN INCHES 4.INSTALLATION TYPE IOR 2 MAY BE USED FOR CORRUGATEO STEEL OR ALUMINUM PIPE ARCHES VIITH 3" X I" OR 5" X T' CORRUGATION. GAUGE tz I 45 45 STEEL t8 ? 50 50 5? NUMBER ?1 ? 22 22 39 4t ZINC COATED UNCOATED ALUMINUM 30 2 t8 5l 3? 34 tb GENERAL NOTES 36 2.5 t5 26 27 28 0.054 0.0598 o.060 0.074? 0.0?5 t4 42 z 15 43 44 0.079 I. METAL PIPE CULVERI CONSTRUCTION SHALL CONFORM TO ARKANSAS STATE HIGHWAY ANO TRANSPORTATION 48 2 40 4t 43 0,r09 0.r046 0.r05 t2 DEPARTMENT STANOARD SPECIFICATIONS FOR HIGHITAY CONSTRUCTION (CURRENT EOITION), V'ITH APPLICABLE r0 54 ? 35 37 38 0.r38 0.r345 0.r55 SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS. UNLESS OTHERWISE NOTED IN THE PLANS, SECTION 60 2 33 34 0.r68 0.r644 0.r54 I ANO SUBSECTION REFER TO THE SIANOARD CONSTRUCTION SPECIFICATIONS. 66 2 ll 2. METAL PIPE CULVERT DESIGN SHALL CONFORM TO AASHIO LRFD BRIDGE DESIGN SPECIFICATIONS, FIFTH EDITION 7? 2 29 (2010) vflTH 2010 TNTERTMS. 5. METAL PIPE CULVERT MATERIALS ANO INSTALLATIONS SHALL CONFORM TO SECTION 506 AND JOB SPECIAL PROVISION "METAL PIPE". CORRUGATED METAL PIPE ARCHES 4. ALL PIPE SHALL BE PROTECTEO DURING CONSTRUCTION BY A COVER SUFFICIENT TO PREVENT DAMAGE FROM PASSAGE OF EOUIPMENT. {UM 5. THE MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE OIAMETER OF THE PIPE PLUS 24 INCHES. PIPE MINUMUM HEIGHT OF MAX. HEIGHT OF MIN. MIN. HEIGHT MAX. HEIGHT O)MIN. o 0F OF THE MAXIMUM ALLOIYABLE TRENCH VTIDTH SHALL BE THE MINIMUM IVIDTH PRACTICABLE FOR EOUIV. OIMENSION CORNER FILL. "H" (FT.) FILL, "H" (FT.) THICKNES! FtLL, "H" (FT.) FILL, "H" (FT.} v{oRxrNG c0N0rTr0NS. RISE RAOIUS REOUIREO DIA. SPAN X TNSTALLATION INSTALLATION INSTALLATION INSTALLATION 6. MULTIPLE PIPE CULVERTS SHALL BE INSTALLED WITH A MINIMUM CLEARANCE OF 24 INCHES (INCHES) (INCHES) (INCHES) INCHES TYPE I TYPE I INCHES TYPE I TYPE I BETWEEN STRINGS OF PIPE. REFER TO STD. DVTG. FES-2 FOR MINIMUM CLEARANCE VTHERE FLAREO END SECTIONS ARE USED. 2 INCH BY INCH LOCK.SEAM 7. IMPERVIOUS MATERIAL SHOULO BE PLACED AS DIRECTED BY THE ENGINEER AT THE ENDS OF THE CULVERT TO PREVENT PERVIOUS o.060 2 r5 LOSS OF STRUCTURAL BEODING IVHEN MATERIAL IS USED FOR STRUCTURAL BEDDING AND/OR BACKFILL. t8 2lxl5 5 0.064 2 r5 0.060 2 r5 2t 2Axta 3 0.064 2,?5 r5 0.060 2.25 t5 8. IVHEN DIRECTED BY THE ENGINEER, UNSUITABLE MATERIAL THAT IS ENCOUNTERED AT THE BOTTOM OF THE EXCAVATED TRENCH (BELOIT THE AREA IDENTIFIEO AS 24 28xzo 3 0.054 2.5 t5 0.075 ?.5 r5 "STRUCTURAL BEODING" ABOVE) WILL BE EXCAVATED AND REPLACED VIITH SELECTEO PIPE BEDDING. THE OUANTITY OF MATERIAL REOUIRED 30 35\24 3 0.0?9 3 t2 0.0?5 3 tz TO BACKFILL THE UNDERCUT AREA UP TO THE SELECTEO PIPE BEDDING PAY LIMIT OESIGNATED ABOVE 36 42x29 3t/z 0.079 3 t? 0.r05 5 t? IYILL BE MEASURED ANO PAID FOR AS "SELECTED PIPE BEODING." 42 49x53 4 0.079 5 t2 0.r05 3 t2 48 57x38 5 0.r09 5 r3 0.r35 5 r3 9, YTHEN THE EXISTING MATERIAL EXCAVATED FOR THE PIPE TRENCH IS OETERMINEO BY THE ENGINEER TO BE UNSUITABLE FOR THE PIPE (ABOVE THE AREA IDENTIFIED 54 64x43 6 0.r09 3 t4 0.135 3 l4 BACKFILLING AS STRUCTURAL BACKFILL). BORROVT MATERIAL OR MATERIAL FROM THE ROADVTAY EXCAVATION WILL BE USEO TO BACKFILL THE PIPE. 60 71x47 7 0.r38 5 r5 0,r64 3 r5 IF SUITABLE MATERIAL IS NOT AVAILABLE. THE ENGINEER MAY AUTHORIZE TI{E USE OF "SELECTEO PIPE BACKFILL." 66 77x52 8 0.r68 l t5 OR HELICAL LOCK-SEAM INSTALLATION INSTALLATION @ ron utMuur'r covER vALUEs.'H'sHALL INcLUDE A MINTMUM 12" oF pAvEMENT AN0/oR BASE. TYPE TYPE TYPE TYPF I 2 I 2 @wxene rHE sTANDARo 2 z/3'r ll'coRRUGATIoN ANo GAUGE IS spEcrFIEo FoR A GIvEN oTAMETER.A ptpE oF THE sAME oTAMETER 35 4Ox5l 5 o.o79 3 z tz t5 t{lTH A 3'x l'08 5'x l'CORRUGATION MAY BE SUBSTITUTED' PROVIDING IT IS GAUGEO FOR A FILL HEIGHT C0NDITI0N E0UAL T0 42 46x35 6 0.0?9 3 2 r3 r5 OR GREATER THAN THE MAXTMUM FILL HEIGHT CONOITION FOR THE SPECIFIEO GAUGE ANO CORRUGATION. 48 53x41 7 0.079 5 2 r3 r5 54 60x46 8 0.079 3 2 t3 r5 50 66x51 9 0.079 5 2 r3 r5 66 75x55 t2 0.0?9 5 2 r5 r5 ARKANSAS STATE HIGHWAY COMMISSION 72 81x59 t4 o.079 5 2 r5 r5 78 87x63 t4 0.079 5 2 r5 r5 84 95x67 r6 0.r09 3 2 r5 r5 90 l03x?l r5 0.r09 3 2 t5 r5 ME TAL PIPE CULVERT 96 l12x75 r8 0.r09 3 2 r5 r5 toz ll7x79 r8 0.r09 3 2 t5 l5 r08 128x83 r8 o_l1a 3 2 r5 l5 FILL HEIGHTS & BEDDING ---f::,o-Td-tz-t5-[ rF66-7- STANDARD DRAWING PCM.I DATE U NOTES: I. REFER TO THE STRIPING DETAILS FOR PAVEMENT MARKING LINE IYIDTHS. 2. THIS DRAIVING SHALL BE USED IN CONJUNCTION IVITH THE LATEST REVISEO AODITION OF THE CENTER LINE CENTER STRIPE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." CENTER LINE RAISED PAVEMENT SKIP 0lY ON CENTER LINE. SKIP YELLOW MARKER (TYP.) ./_ L___ _{= 3. RAISED PAVEMENT MARKERS SHALL BE PLACED 30' T 30' ON AN 80 FEET SPACING UNLESS OTHERWISE SHOWN IN THE PLANS. CONCRETE PAVEMENI ASPHALT PAVEMENT BROKEN LINE STRIPING 2" FOR ASPHALT OR CONCRETE PAVEMENT 6" FOR BITUMINOUS SURFACE TREATMENT i N AISED PAVEMENT ONTINUOUS YELLOW N EDGE OF PAVEMENT CENTER JOINT MARKER (TYP.) T I t_ a a ,a T t CONTINUOUS WHITE SKIP YELLOW SKIP YELLOW CONTINUOUS WHITE SOLID LINE STRIPING ON CONCRETE PAVEMENT I T PAVEMENT EDGE LINE MARKING RAISED PAVEMENT CONTINUOUS YELLOIV N N MARKER (TYP.) la- -.------:- ---f YELLOIV ,/ SKIP ZCENT ER LINE SOL ID L INE S T RIPING ON ASPHAL T PAVEMEN T NOTE; TYPE II THE RED LENS OF THE REO/CLEAR OR TYPE II R.P.M. SHALL YELLOW/YELLOVT FACE THE INCORRECT ,3" TRAFFIC MOVEMENT. T PRISMATIC REFLECTOR OMIT BROKEN LINE STRIPING SKIP YELLOW NOTE: SKIP YELLOvv N : OIMENSIONS SHOWN FOR RAISEO PAVEMENT T It MAR(ERs ARE TYPICAL. THE CONTRACTOR -7 MAY SUBSTIIUTE SIMILAR MARKERS V{ITH THE APPROVAL OF THE ENGINEER. REOUESTING o.5?' J APPROVAL CENTER LINE N 4CENTER/T FOR SIUILAR MARKERS MAY BE CONTINUOUS YELLOW o JOINT MADE BY REFERRING TO THE AHTO OUALIFIED BROKEN LINE STRIPING PRODUCTS LIST. DETAIL OF STANDARD ASPHALT PAVEMENT CONCRETE PAVEMENT RAISED PAVEMENT MARKERS STRIPING AT ADJACENT NO PASSING LANES f -o,, r'-0" 12" STOPBAR 12" CROSSWALK STRIPES OFFSET STOPBAR 4' r0 f r. lYrDE - PLACED 4 f t. 0.c. FROM CROSSTIALK OFFSET NEAR EDGE OF CROSSTTALK 5 FT. MIN. FROU LANE EDGE rt I TO ENTRY LANE ADDET] YIELD LINE DETAIL f -6" REVISED LINE WIDTHS, SPACING, & 5-12-r6 NOTFq STAIE HIGHWAY COMMISSION -13 REVISED OETAIL OF STANDARD 9-r2 RAISFD PAVFMFNT MAR(FRS 1 il-r7-t0 REVISED GENERAL NOIES & RFMOVFN PI OWARI F PVMT MRXRq DIRECTION REVISEONOIEZfGENERAL OF TRAVEL il-18-04 illilillilt NOTFS PAVEMENT MARKING DE TAILS AUULIJ CfIOSSWALK & 8-22-02 STOPBAR DTI S- ADDED OETAILS OF STD. 7 -02-98 YIELD RAISFD PAV'T MARKFRS LINE DETAIL CROSSWALK AND STOPBAR DETAILS t(EV. NU I L5 5al4: AUULU tl.P.M. DRAlYN F9-lO-80 REVTSTON FII MFT) STANDARD DRAWING PM.I a Y NOTE: .4 BAR I. UNLESS OTHERf,ISE SPECIFIED ON THE {. PIPE LATERAL @ PLANS. THE UNDERORAIN COVER SHALL BE THOROUGI{LY COMPACTED EARTH AND SHALL BE SUBSIDIARY TO PIPE UNOERORAIN. s 2. GRANULAR MATERIAL SHALL BE f,RAPPEO FABRIC. FABRIC OR V" TITH GEOTEXTILE LAP 12- 4" PIPE LATERAL @ THE WIDTH OF THE TRENCH AT THE TOP. a €.' t,.fi o e e + PIPE I o s .4 BAR +8' 48 FLATTENED EXPANDED STAINLESS STEEL t/2.16 F BOLT ON ROOENT SCREEN THICKNESS = 0.050" z. UNDERDRAIN COVER ol.T- OPENING SIZE = 0.512" x 1.00' lo (WHERE REOUIRED) = PLAN VIEW -l_J- GRANULAR MATERIAL = {J-- HOLE FRONT VIEW I DETAIL OF (OETAIL OF ROOENT SCREEN' o GEOTEXTILE FABRIC FOR PIPE ALL AROUNO E LAPPEO AT TOP 4" \ ExrS Irrvc zSHAPE SLOPE T0 4" PIPE LATERAL oUTLET ORAIN PIPE {lnovrDE HANDLING SIDE VIEW FERNCo 1056-44 (4" C|IPLASTTCT 0R FERNCo 1056-{1 (4" (4" CtlPLASTtCt 0R UNDERDRAIN OUTLET PROTECTORS FERNCo r05r-{{ Aclor0R 4'C|IPLAST|C, FERNCo r05r-14 (4" AclotOR {'CtlpLlSTtC) COUPLING OR EOUAL IITH 2 CLAMPS (TYPICAL) COUPLING OR EOUAL WITH 2 CLAMPS (TYPICALI EDCE UNOERORAIN COVER ro (THERE REOUIREDI FLOW FLOW 4" PIPE UNDERDRAIN 4" PIPE UNOERDRAIN 4" PIPE UIIIOERDRAIN {, PIPE UNOERORAIN GLUEO CONNECTION .10 (TYPICALI GLUEO CONNECTION (TYPICALI GRANULAR (TYPICALI 4- PIPE LATERIL F 4. PIPE LAIERAL (NON.PERFORATED' z o= .250'NORMAL (NON-PERFORATED) = z o UJ J .N0TE: PIPE o DRAIN ON GRAOE LATERALS SHALL BE INSTALLEO AT ALL SAGS AND AT 2sO,INTERVALS ON GRADES. THE 250'OISTANCE MAY BE EXCEEDED AT SAGS ON GRAOIENT ONLY WHERE NECESSARY FOR AN ACCEPTABLE OUTLET. DETAILS OF PIPE UNDERDRAIN DETAIL OF PIPE UNDERDRAIN LATERALS WHEN PLACED ALONG PAVEMENT EDGE NoTE! pvc ptpE FoR LATERALS SHALL MEET THE REoU|REMENTS OF ASTM O 1785 (LATEST REVISION) FOR SCHEDULE 40 PIPE. NOTES FOR PIPE UNDERDRAINS I. GEOTEXTILE FABRIC SI{ALL UEET THE REOUIREMENTS OF SECTION 625 FOR TYPE I. PAYMENT FOR GEOTEXTILE FABRIC ANO GRANULAR FILTER MATERIAL SHALL BE INCLUDEO IN THE PRICE BID PER LIN.FT.FOR "4'PIPE UNDERORAINS" IN ACCORDANCE WITH SECTION 6IIOF THE STANOARD SPECIFICATIONS. ADDED NOTES FOR PIPE UNDERORAINS. r2-8-r6 REVISEO ROT}ENT SCREEIII DETAIL AND NOTES, 2. {" NON-PERFORATEO SCHEOULE 40 PVC PIPE LATERALS flITH OUTLET PROTECTORS SHALL BE INSTALLED AS SHOTN HEREON. LATERALS TILL BE MEASURED ANO REMOVEO NOTE IFOR CRANULAR MATERIAL. PAID FOR AS -.I" PIPE UNDERDRAINS.- UNDERDRAIN OUTLET PROTECTORS UILL BE MEASUREO ANO PAID FOR BY THE UNIT IN ACCOROANCE f,ITH SECTION 6IIOF THE AODED NOTE FOR CEOTEXTILE FABRIC STANOARO SPECIFICATIONS. 4-t0-03 REVISED NOTE 5 t-t2-00 PFVI CONCRETE SHALL BE CLASS S ltITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 35OO PSI. HOOK BAR PIN EXTENSION SIZE OIAMETER REINFORCING STEEL SHALL BE AASHTO M SIOR M 53.GRADE 60. DRAINAGE FILL MATERIAL CONSTRUCTION AND MATERIALS FOR WINGWALL & CULVERT DRAINAGE, INCLUDING WEEP HOLES 5 2t/c" 3 AGGREGATE AS SPECIFIED AND GRANULAR MATERIAL. SHALL BE SUBSIDIARY TO IHE BID ITEM. "CLASS S CONCRETE". INr SUBSECTToN 405.0r r 3 4 4tb" (FULL LENGTH OF CULVERT MEMBRANE WATERPROOFING SHALL CONFORM TO THE REOUIREMENTS OF SECTION 8I5 OF THE 5 3/c" 5" ANO I{INGWALL) STANDARD SPECIFICATIONS. TYPE GEOTEXTILE FILTER 6 4'/2" 2 MEMBRANE IIATERPROOFING SHALL BE APPLIEO TO ALL CONSTRUCTION JOINTS IN THE HOLE FABRIC AS SHOIN PER 4" DIA. WEEP AT TOP SLAB AND THE SIDEWALLS OF R.C. BOX CULVERTS AS DIRECIED BY THE ENGINEER. 7 5t/c" suBsEcTroN 625.02 r0'-0" MAx. sPAcrNG NO PAYMENT SHALL BE MADE FOR THIS ITEM. BUT PAYMENT IIILL BE CONSIDERED TO BE INCLUOED IN THE VARIOUS ITEMS FOR THE R.C. I D STOP DRAINAGE FILL AT BID BOX CULVERT. BOTTOM OF WEEP HOLES N L REINF0RCING STEEL T0LERANCES: THE TOLERANCES FOR REINFORCING STEEL SHALL MEET THOSE LISTEO IN "MANUAL OF STANDARO PRACTICE" PUBLISHED BY CONCRETE REINFORCING STEEL INSTITUTE (CRSI' EXCEPT THAT THE TOLERANCE FOR TRUSS BARS SUCH AS FIGURE 5 - PAGE THE INCH. (SEE mln. lop ON 7-4 OF CRSIMANUAL SHALL BE MINUS ZERO TO PLUSI/Z IF,,b2,, THE OVERALL HEIGHT OF THE HOOK DIAGRAM BELOW' FOR A "b", "bI". of "b3" BENI BAR IS GREATER THAN THE CORRESPONDING TOP OR BOTTOM WEEP HOLES IN BOX CULVERT WALLS SHALL HAVE A MAXIMUM HORIZONTAL SPACING OF IO'-0" SLAB THICKNESS, LESS 2% INCHES, EACH BENT BAR SHALL BE REPLACED IVITH AND SHALL BE SPACED TO CLEAR ALL REINFORCING STEEL. THE DRAIN OPENING SHALL BE 4" ONE HOOKED BAR AND ONE STRAIGHT BAR. USING LENGTHS AS SHOWN IN THE DIAMETER AND SHALL BE PLACED 12" ABOVE THE TOP OF THE BOTTOM SLAB. TABLE BELOW. IHE TWO BARS SHALL BE THE SAME OIAMETER AS. AND PLACEO AT VERTICAL FABRIC ALTERNATE IVRAPPED FABRIC ALTERNATE THE SAME SPACING AS. THE "b2" OR "b5" BENT BARS THEY REPLACE. WEEP HOLES IN I{INGT'ALLS SHALL HAVE A MAXIMUM HORIZONTAL SPACING OF IO'-0" AND SHALL BE SPACED TO CLEAR ALL REINFORCING STEEL. THERE SHALL BE A MINIMUM OF TWO (2) WEEP HOLES IN EACH WINGWALL. THE DRAIN OPENING SHALL BE 4" DIAMETER AND SHALL BE WINGWALL & CULVERT DRAINAGE DETAIL PLACED 12" ABOVE THE TOP OF THE WINGWALL FOOTING. THE REOUIREMENTS SHOWN ON THIS DRAWING SHALL SUPERCEDE THE CORRESPONOING REOUIREMENTS ON ALL REINFORCED CONCRETE BOX CULVERT STANDARD DRAWINGS. HEIGHT PIN DIAMETER OF H00( f -o" 2 BARS " 6 NOTE: OIMENSIONS 0F BARS ARE MEASURED OUT T0 OUT 0F BARS. r OVERALL HEIGHT OF HOOKED BAR DIAGRAM v * E v ( T .<. ..D A THE HOOKED BARS SHALL BE PLACED IN THE BOTTOM OF THE TOP SLAB AND THE TOP OF THE BOTTOM SLAB. THE STRAIGHT BARS SHALL BE PLACED IN THE TOP OF THE BENT BARS "T" TOP SLAB AND THE BOTTOM OF THE BOTTOM SLAB. SEE TABLE BELOIY FOR LENGTHS OF REPLACEMENT HOOKED ANO STRAIGHT BARS. CUT AS REOUIRED . IO" OR T+3,, (WHICHEVER IS GREATER) FOR SKEWED CULVERTS, THE REPLACEMENI STRAIGHT BAR MAY HAVE TO BE CUT IN FIELD TO FIT. NOTE: FOR ALL SKEIIED R.C. BOx CULVERTS THE LENGTH "K" 0F THE MODIFIEO HEADWALL SHALL BE EOUAL TO THE ROADWAY LENGTH "R1". THE ENDS OF THE HEAOWALL SHALL BE REPLACEMENT BAR LENGTHS TABLE CONSTRUCTED PARALLEL TO THE SKEW ANGLE OF THE BOX CULVERT. BAR SIZE: LENGTH OF LENGTH OF "b2" 0R "b3" HOOKED BAR STRAIGHT BAR ,,c,, .4 L + l'- 0" SEE BAR LENGTH R.C. BOX CULVERT HEADWALL MODIFICATIONS ,.c,, .5 y+y-2,, SEE BAR LENGTH ,.c,, t6l L+l-4" SEE BAR LENGTH .,c,, ;7 1 + t,- 8., SEE BAR LENGTH .8 ,,c,, L + r- tO" SEE BAR LENGTH 7 /26/12 REV. DRAINAGE FILL MATERIAL O OETAIL ,,c,, t2/15/| REOUIRE f,EEP HOLES IN BOX CULVERT TALLS ARKANSAS STATE HIGHWAY COMMISSION r9 L+2'.-6* SEE BAR LENGTH 5-25-06 REV. GEN. NOTES IND DETAILS FOR UEEP HOLEST BAR DIAGRAU il-16-Or ADOED TINGtrALL DRAINAGE DETAIL/EDITEO GEl{. NOTES L="0W"-3INCHES REY. ASTU REF. TO AASHIO & AODED BAR DIAGRAM REINFORCED CONCRETE BOX UOVED SOLID SODDINC OETAIL TO RCB-2 CULVERT DETAILS 6-2-91 ADDEO SOLID SOOOINC PLAN DETAIL E-5-95 REVISEO PIN DIIMETER TO SPECS. STANDARD DRAWING RCB-1 -]trir8-15-9r ORATN ANO ISSUEO TfifriTMf SOLID SODDING R. C. BoX CULV',T. CHANNEL CHANGE cnnNNrr- cnar'rcr I I SOLID SODDING EXISTING CHANNEL I 2 It t .6 \ t s ?, 't 1',-6' ExcAvATroN I LINE \ I l'-6' PLAN \ EXISTING CHANNEL 1Q._ or _aoaqwr.y_ _ _ PARTIAL SECTION SHOWING SOLID SODDING AT HEADWALLS AND vvING WALLS PLAN A A GRADE LINE- B ORIGINAL GROUNO NOTE: LENGTH MEASURED ALONG THE CENTER OF 2' BACI(FILL-PLACEO IN STRIP OF SOLID SOOOING. HORIZONTAL LAYERS EMBANKMENT.PLACED IN HORIZONTAL LAYERS (, LONGITUDINAL SECTION c (, BACKFILL DE TAILS FOR BOX CULVERT CHANNEL CHANGE -6. PLAN CHANNEL CHANGE EXCAVATION (CHANNEL CHANGE) PLAN ROAOWAY EXCAVATION (CHANNEL CHANGE) ROAOWAY EXCAVATION (CHANNEL CHANGE) l' ROAOWAY EXCAVATION a)"0&t (SUBSIOIARY) FLOI' LINE ROCK LINE ;t ROADIdAY EXCAVATION STRUCTURAL THICKNESS (CHANNEL OF CHANGE) EXCAVATION STRUCTURAL ROAOWAY EXCAVATION BOTTOM SLAB EXCAVATION (CHANNEL CHANGE) UNOERCUT SHALL BE MEASUREO AND PAID FOR ACCOROING TO SECTIONS 8OI.IO ANO 8OI.II, RESPECTIVELY, OF I a,i),B&_ THE STANOARD SPECIFICATIONS. EARTH EARTFI H 4't EARTH EARTH .4" LINE a ROCK ROCK SECTION A-A THICKNESS OF SECTION C-C BOTTOM SLAB STRUCTURAL DETAILS THROUGH EXISTING CHANNELS EXCAVATION --\- ,,noE*crr sHALL BE MEAsuRED AND PAIO FOR ACCORDING TO SECTIONS 8OI.IO ANO 8OI.II, RESPECTIVELY, OF GENERAL NOTES: THE STANDARD SPECIFICATIONS. ROADWAY EXCAVATION (CHANNEL CHANGE) WILL BE PAID FOR AT R.C. BOX CULVERT ARKANSAS STATE HIGHWAY COMMISSION LOCATIONS. IT WILL BE PAIO TO THE LIMITS ACTUALLY CUT AND WILL BE CONFINED SECTION B-B TO THAT PORTION OF THE INDICATED AREA THAT IS ABOVE THE FLOW LINE. ROAOWAY EXCAVATION (CHANNEL CHANGE) SHALL BE MEASURED BY CROSS SECTIONS AND VOLUMES DETAILS FOR NEW CHANNELS COMPUTED BY AVERAGE END AREA METHOD. ALL CHANNEL CHANGES SHALL BE BROUGHT EXCAVATION PAY LIMITS, TO GRADE PRIOR TO MAKING ANY EXCAVATION FOR STRUCTURES. EXCAVATION FOR STRUCTURES IdILL BE PAIO FOR AT ALL R.C. BOX CULVERT BACKF ILL, & SOL ID SODDING LOCATIONS. IT WILL BE PAID TO THE LIMITS SHOWN AND SHALL BE CONFINEO TO THAT FOR BOX CULVERTS PORTION OF THE INDICATED AREA THAT IS BELOW THE CHANNEL FLOW LINE. ROADWAY EXCAVATION SHOWN IN SECTION C-C ABOVE AS SUBSIOIARY WILL NOT BE MEASURED OR PAIO FOR DIRECTLY, BUT PAYMENT WILL BE CONSIDEREO TO BE INCLUOEO IN THE VARIOUS ITEMS OF EXCAVATION. STANDARD RCB.2 ISINN DRAWING t G SUPERELEVATION FOR TWO I F IABLE - t'AY TRAFFIC c I G I c, .UIIESS DEGREE OTHERUISE NOTEO. LS (FT' L8 GT' (FTI (FT' (FT, OF L8 (FI' Ls LS LE I U a € e O CURVE c c I .3/1 o .l/1 Lr llrlrur.rll DESIR BLE MrNrllull OESIRABLE llr]{tluM DESIRABLE llrl{uuu DESIRABLE MINIMUI' DESIRABLE MtltMull DESIRABLE Lf 2t5 300 200 250 225 q. t75 loo E 500 I I I ---?fiDi-R.C. 250 I I +Ei- I ouTsroE PAyETEIT oR sr.tscRAllEool 350 I I I 5- OO' 200 I -)- -TitF- 150 I -F 400 I --- I 200 --f 350 DUAX= If5i6E PffiEir 66@na6t e-6Eil I 550 -T DUAx' I L 300 t -l 250 I I I I I I D ltAX = l5'l5' I I ABBBEVIATTONS I I I t{c - NoRltAL CRof,N i I I I I RC - REVERSE CROTN. SI'PERELEVATION I{ORUAL CROIN SLOPE 250 e - RATE OF SUPERELEVATO]iI (FT. PER^T FT.' - STANDARD METHOD WHEN SUPERELEVATION La LEIGTH OF STJPERELEVAIION TRANSITION GT.I REVOLVES AROUND POINT t - o|STAI{CE FRoll BEcll,l{lilG OF SUPERELEVATION TRANS|I|OI{ INNER SUBGRADE TO ANY POINT IFT.' OR INNER PAVEMENT EDGE (, - TDTH OF PAVEIIENT GT.' QB TIDIH OF SUBGRAT'E (FT.T . iIAINTAIN llAX c NORI'AL CROTN GT.' N0TEI NORIIAL CROWI{ ON 0 = INSIDE UNTIL SUPEBELEVATION EXCEEDS 2C. E NOTES C GENERAL I F I. ON PAVEMENT WITH IYO-YAY TRAFFIC. THE SUPERELEVATION REVOLVEO o- I SHALL BE I O{ THE INSIOE PAVEMEI{T EOGE UNLESS OTHERYISE NOTEO ON IHE PLANS I I 5 .UNLESS OTHERUISE NOTEO. 2. SUPERELEV4iloN VALrrEs 5H0rN (x{ THE CROSS SECTIoNS ARE VALUES I (+, OR (.' TO BE ADDED TO OR SUBTRACTED FROM THE POINT OF COIiROL. I o I I L .l/1 3. ENGTHS FOR L MAY BE ROWDED II{ MULTIPLES $ 25 FI. OR 50 FT. Lr TO PERMIT SIMPLER CALCULATIOIG. 4. PAVEMENTS I'IDER THAN 2 LANES SHALL HAYE AODITTONAL TRAI{SITION FOLLOYSI LENGTHS AS SUPERELEVATION Ldc Lc FORMULA 5 LANE UNDIVDED +207. Lr 4 LANE UNOIVIDED +50z 5 LANE UNDIYIDED +60'/. 6 LANE UNDIVIDEO +toox, c. I q. I I I I ouTslDE STTBGREEE I I I I ,sg.*bgu@v r I I I I I L- _I[SIoftiEGFADe EDEE- NOTEr MAINTAIN NORMAL CROTN 0N INSIOE UNTIL SUPERELEYATION EXCEEOS 2C. l. - I RATE 0F SUPERELEYATIoI,| SHALL BE COMPUTEO O{ STRAIGHT LINE METHOO USING APPLICABLE Lr. CONTROL POINI I I I I I I I I I I I I A B 0 ARKANSAS STATE HIGHWAY COMMISSION SIANDARD METHOD WHEN SUPERELEVATION TABLES AND METHOD OF REVOLVES AROUND CENTER LINE SUPERELEVATION FOR TWO.WAY ffi TRAFFIC natg RFVtqInit STANDARD DRAWING SE.2 aovlNcE orsTAl{cEs Rt-l Rt-2 R2) (xxxxl w3-5 W3-5o R4 -l R4-2 5OO FT t, MILE 1000 FT lt MILE YIELO SPEED 1500 FT I MILE DO PASS AHEAO LIMIT MPH GEIGRAL }OTES: SPEED ZONE NOT l'!IITH STOP I. ILL TRAFFIC CONIROL DEVICES USED OT{ ROAD COI{STRUCTION SHALL CONFORU TO 50 AHEAD PASS CARE TI{E TIANUAL ON UNIFORU TRAFFIC CONTROT OEVICES. LAIEST EDITIOU AND TO THE STANDARD HGHTAY SIGNS. LATEST EOIIION. OR AS APPROVED BY THE FEOERAL HIGHIAY ADUINISTRATION. 2. TRAFFIC CONTROL DEVICES SHALL BE SEI UP {.,ST BEFORE II{E START OF CONSTRUCTION OPERATIONS ANO SHALL BE PROPERTY sTo. 21'XrO' sro. 55"x36' STD. 56"x36' MAINIAINEO DURING THE TIME SUCH CONOITDNS STANDARD 3O"X30" 36"x36"x36" sTD. 24'x30. sTD. 21'X30 EXIST. THEY SHALL REUAIN IN PLACE ONLY AS AS NEEOED REI'OVEO THEREAFTER. sTD. EXPUY. 35-X48' EXPTVY. 48"X48" EXPWY 48"x4E' IONG AID EXPRESSWAY 36"X35" 48"X48"X48" EXPilY. 56.X48- ExPYtY. 36'x{8" ExPtYY. FtY. 48'X60" Ff,Y. 48'X48" FTY. 48'X48' 3. SPECTAL 48"X48" FrYY. 60"X60"X50" FWY. 48.X60. FtY. 48'X60. EXISTING SIGNS ANO CONSTRI,CT0N SIGNS SHALL BE KEPT IN PROPER POSITOT{ ANO BE CLEAN AND LEGIBLE AT ALL IIUES. SIGNS THAT DO I{OT APPLY TO EXISTII{G COTUIIONS SHALL RETTOVED. THAT R5-l R[-2 R[-3A BE SIGNS ARE DAMAGEO. DEFACEO. OR THAT ACCUHTJLATE DIRT Ril-4 tY2r-50 wt-l rJt-2 DURING CONSTRUCTION SHALL BE CLEANEO, REPAIRED. OR REPLACED. . 4. SGNS aRE usuALLy MoUNTED oN a stNGLE posr. ALTHoucH THosE ilDER THAN 55- DO NOT OR LARCER THAN IO SO. FT. SHALL BE MOUNTED ON TIO POSTS OR ABOVE A TYPE III ROAD ROAD CLOSED ROAD CLOSED RIGHT BARRICADE. SHOULDER . 5. SIGN POSTS DIRECT BURIED IN SOIL SHALL BE 2 LB. UINIUUU CHANNEL POST OR 4'X4' MILES AHEAD TO TOOD POSTS. CHANNEL POSTS PAINTED XX CLOSE SHALL BE CREEN. f,OOD POSTS SHALL BE PAINTED ENTER THITE. ALL POSTS SHALL BE NE^TIY CONSTRUCTED. AND SHALL BE REPLUUBEO. CLEANED, OR TRAFFIC ONLY CL OSED LOCAL THRU TRAFFIC REPAIRED AS NEEOED FOR IHE DURATON OF THE JOB. THERE SHALL NOT 8E MORE THAN 2 POSTS IN A I'PATH FOR flOOD OR CHANilEL POSTS. ANY CHAI{EL POST SPLICE SHALT BE IN ACCORDANCE f,ITH STANDARD DRAf,ING TC-5. srD. 50"x30" STD. 36"x36' aE'x30- STD. 56"x36" STD. 36"x36" 6. POST MOUNIEO STGNS IN RURAL AREAS EXPWY. 36"x36" 60'x30" 60"x30- FTY. 1E"X48" SHALL BE CONSTRI.ICTED TITH THE ISAR EOGE OF SPECIAL 48"X48" FWY. 48'X48" FUY. 48'X48' THE SIGN FROIT 6 TO 12 FEET FROM THE PAVEUENT EDGE. SIGNS IN URBAN AREAS AND BARRICADE TTOUNTED SIGNS SHALL BE MOUNTED A I'INIINT OF 2 FEET FROTI THE PAVETIENT wr-4 EDGE. wr-3 wr-6 lvt-8 lI3-l w.3-2 w4-2 7. ALL POST AI{D BARRICAOE MOUNTED SIGNS I'OUNTED IN URBAN AREAS SHALL BE MOUNTEO A UIMUUU DISIANCE OF ?'FROM THE BOTTOTI OF THE SIGN TO THE ROADIAY SURFACE. ALL POST ANO BARRICAOE UOUNTED SGNS MOUNTED IN RURAL AREAS SHALL BE MOUNTED A MINIITUII OISTANCE OF 7'FROM IHE BOTTOTI OF THE SIGN TO THE ROADf,IY SURFACE. EXCEPT A MINIIIUII OF 6'SHALL BE USED THEN UOUNTING AN AOVISORY SIGN BELOf, A WARNING SIGN. TEI'PORARY SIGNS MAY BE MOUNTED ON PORTABLE SUPPORTS FOR INTERT'EDIATE TERII STATIOT{ARY IORK COI{OITIONS. THE SICNS UINIIIJU UOUNTING HEIGHT ) SHALL BE 5.. RETROREFLECTIVE OEVICES SHALL BE USEO. TEUPORARY SIGNS TTIY BE U(ruNTED ON PORTABLE SUPPORTS FOR SHORT-TERI'. SHORT DURATIOI{. AND MOBILE sTD. 8"X21' CONDITIONS. THEY SHALL BE NO LESS THAN ONE (I' FOOT ABOVE THE TRAVELED f,AY. sTo. 18'X21" SPECTAL 24"X30" LONG-TERIT STATIONARY SIGNS SHALL BE DIRECI BURIED IN SOIL. UI{.ES5 COI{OITIONS SPECTAL 60"X50' EXPITY. 30'x36" STD. 56"x36" STD. JG"x36. STD. 36'x36' NECESSITATE THE USE OF PORTABLE SIGNS. OR AS APPROVED BY THE ENGINEER. CONCRETE sTD. 48'X48' {8'x{8' FWY. 36'X4E" SPECIAL 48'X48' SPECIAL FUY 48"X48' PAOS, CONCRETE OR ROC( BALLAST. OR OTIfR SOLID MATERIALS SHALL NOT BE UTILIZEO sTD. 'E'X48" UITH PORTABTE SIGN SUPPORTS. 8. FLAGGERS REFLECTORIZED tY5-l w6-3 w9-2 SHATL USE STOP-SLOf, w8-7 tIr3-l rI20-l w20-2 PAODLES. FLACS MAY BE USED ONLY FOR EHERGENCY rI20-3 struAItor{s. 9. MOST OF THE SIGNS SHOf,N ARE ORIENTED TO THE RIGHT. HOTEVER, THIS DOES NOT PRECLUDE THE ROAD ROAD ROAD LOOSE ENOS DETOUR USE OF MIRROR IITAGES OF THESE SIGNS THERE TI+ REVERSE NARROuIS MERGE IORK CLOSED ORIENTAIIOI{ ITIGHT BETIER COI{VEY TO GRAVEL XX MOTORISTS THE PROPER OIRECTION OF MOVETIENT. xxxx RIGHT xxxx xxxx IO. R55.ISIGNS SHALL BE PLACEO AT LEAST I5OO'BUT N/.P.H. M)T UORE THIN IIIILE IN ADVANCE OF THE TORr 40!E. tF A SPEED LtUtT REoUCION tS tN EFFECT. sTo. 56.x36" THE SIGN SHALL BE PLACED UINITUM OF sOO'IN srD. 56'x56' ADVANCE OF THE'REDUCEO SPEED^ AHEAD'SIGN. SPECIAL 4E"X48" EXPWY. 56"X36' EXPWY. sTD. 48"x48' 36"X36" FtY. 1C'X4!- 21'X24* sTD. 48'X48" sPECrlL 48'x48' FTY. 4E"X48" sTD. sTo.48'x48" . NOTEI t/.20-4 w20-5 WZO-7o tl,2t-2 w2r-5 t,,244 tlr-4b R56-l ONE C()I{TROLLED FRES SHOULDER ACCESS HUY ROAD CLOSED 0rL ITORK xxxx xxxx il0 I'ELETEO RSP-I I ADOEO i2tsso EXIT ,-2-6 REVISED REDUCEO SPEEO LIIIII AHEAO SICNS r-? REVTSED RolD tORr( r€XT XX tatLES e$-r REvrsED t2a-l sTo. 30.x50- STD. 50"x30- r{7-to OELETED trl-go I 100E0 XE-g {E'x48" sTD. 48'x48" REFERENCE sT0. sTo. 36.x55' SPECTAL 56"X36' SPECIAL 36-x56" ST0. J6.x36- sTD. 48'X{8' sTD. t8'XlE' D-6-O!' DDEO TO I'AE{ I AOOEO SIO{ f,24{ FtY. 4E'XttE' REVTSEo 516r{ 0ES|Gi{AT|oNS Fn-0{ REVISED NOIES tI8-il w8-9 G20-l G20-2 OM-31 OM-5R M4-9 M4-r0 R55-l FINES DOUBLE 6-25-t? DE I OUR 1-05-l? L0w I TO NOTE UNEVEN SHOULDER ROAD WORK END IN WORK ZONES o LANES ROAD yvORK NEXT XX MILES + n{Ex tffiERs t{5.t rRE PRESE]II aa TE STD. 30"x21' ARKANSAS STATE HIGHWAY COMMISSION STD. 56'x36' STD. SPECIAL 48'x36' 4E"Xr8" t6"x36' 1g'x21' FTY. 48"X48' FTY. 4E'X48' 60*x21' t2'x36' SPECIAL 60"x48" 56'x60" STANDARD TRAFFIC CONTROLS . USE 6" C LETTERS FOR HIGHWAY CONSTRUCTION .. USE 4" D LETTERS STANDARD DRAIYING TC-I tr-l l€ Saa tEYr D Gamrd O{EYROiE RorD I toRr llolaa FLAGGER PLACEO r tlcr To NOTEST I Gao-l @ PoSIITYE BAifiEB I. SIGNS SHOII{ FOR or{E DIRECTION OF TRAVEL ONLY. T @ lRnol Pll{EL (f nEolnEDt 2. DELiTAIORS O{ BYPASS TI{ERE lfEDED. OR IYPE I BARiICAOE SEE M'TES .e&, T o{lucLrzrE oEwE GEI{ERAL lr-5 itorEs I. COTIPLETE SIGiTNG SHOTN OII-Y T{ CROSSOVER OIRECION. IRAFFIC IR.II E 2. Tf,O IAY IRAFFIG SEPARAIED iITH POSITIVE BARRIER. 9 qN-? R4- to ;33';! f, fr J s FEO/CLETR OR SEE YEtrot/YELtot GEICR L ffi -s; ROAD I{oIES CLOSEt) ff "rx PfiSTTIrc Brcl REFTECI(N IUCIT STDG lEEEto.sr DITTL , lt'3 E lEpcrit lz{)-t tf,IAl $ RAEETI PIVEIfilI TARIERS r6rrl.L ir6ED r YEE]fi tr{t SEE I t50o FI 6 GEI€RAL rFl GETCNAL lnL saar{o q GxrEi.rE r{tIEs ilOIE5 fr rffio.Grolrt 0ErqJt lr. llo o,lr-5 TYPICAL ADVAI{CE f,ARMNG SIGil PLACEIINT EOUALLY SP CED t: Ei][I fiECTEO |r T;E EIG'Gi. EI SEE rlr l|-a t: TAPER FoRIULAE! ifir EOI.IALLY GETCRTL }OIES sP cEo L:SXI FOR SPEEOS OF 45ITH (N UORE. I =< : ,-= P.'r* spEEDs oF {orapH oR LEss. stE 60 tfir CE}CRAL UHERET I TOIES L= ltlN[{nl LEilcTH 0F IAPER. I S: ruTEREAL VALIJE OF POSIED SPEED LIIIIT PROR IO IORI( OR t5TH PERCEITII-E SPEEO. (A) TyPlrcAL appLrcaroil 0F TRAFFTC co{rRor DEvrcEs oN a ?-Larf t{cHf,ly f,HERE TI{E ENTNE ROAOTAY IS CLOSED ANO A BYPASS DETOUR IS PROVIOEO. I t-qil] GEIGR L IOIEST c,fr-2 LAOVEORY SPEEO POSIED ON UI-3 OR TI-4 ONYE UARNING EGNS IO BE DEIERTtr{EO T SITE. USE TI.4 trHEN SPEED IS CREA'ER THIN 30yPH Arl) il-3 tl{EN 501f,H 0n LEss. (B) ryprclL AppLrclTto{ - 4-Laic DtvoEo RoADUAv IHERE orc z.llCN THE EXISTING SPEED LIMT lS 55llPH AlrD It{E PLANS NOADf,AY IS GLOSEO. REotxRE A SPEEo LlylT 0F 45riPH, THE R2-1155, SHILL BE OTIIIIEO AU) TlI ;5-5 SHALT BE IiISIALLED AT THAT TYPICAT APPLICATION . 4-LAIG ROADIAY (c) UNOIVDED WHERE LOCATIOiL AOOTIO{AL B2-I45TIPH SPEEO Lil'II SIOIS SHALL BE HALF OF THE ROADTAY IS CLOSEO. ilSIALLED AT A UAXUt,u OF III-E ilIERYALS. AT THE THE AREA F'-2 ENO OF IORI( A Rz-IIXN SHALL BE INSTALLEO IO UATCH ORGilAL sPEED I LI'I. I[ro 5. THEil I}I EXETTG SPEED IS 65IIPH ANO I}IE PLANS lq.6Eo I LIIII REOURE A SPEEO LIIIIT OF 55If|T IHE R2-I(45' SHALT BE OiIITEO. Ero ADOIIIO{AL R2-Is5IIPH SPEED LIIT SIGNS SHALL BE TSIALLED ROAD TORT AT A UAXIllll OF IIILE INIERVALS. AT THE END OF THE IORI( AREA A R2.XXX' SHALL BE INSTALLEO TO TATCH ORIGINAL SPEEO LIUII. 4. II{E TTAXITIUII SPAChIG BEIIEEN CHAMELIZilG DEYICES IN A IAPER 200'To S}IOIJLO BE APPRTOXUIATELY EOUAL N FEEI IO IHE SPEED LN.I. EYOIID THE TAPER. IIAXIITJU SPAOI{G SHALL BE Tf,O TIIES t{4-r@ c!{ltaclrzltc oEwEs SEP^R rE II{E SPEEO LII'I, OR AS ONECTEO BY IHE EI{OINEER. AREA FRol' IRAYELED 5. IARI'IG LIOIIs AI{D/OR FLAGS UAY E€ UOLNIEO Itirl 'OH( IO SIGNS OR CHAT'{ELIZII{G I'EYICES AT T'GHI AS ]GEOED. @ 6. PAYETENI T ilITGS ]{0 LO}GER APPLICAELE IHICH IIGHT CREATE COift,SPil IT{ THE III]OS OF VEHICLE OPERATORS SHALL BE REIIOYED OR OBLITERAIEO A5 SOON AS PRACTICABLE. 7. TRAILER IIOIJI{TEO OEYICES SUCH AS ARROI PAI€LS AM) PORTABLE CHAI{GETBLE ICSSAGE SIGi{5 SHATL BE DELINEAIED BY AFFIXiIG N' TRTTT IOU{IEO ATIEiI'AIOR COTGPICUIY UATERIAL T{ A CONIINUOTJS Ll{E CT{ IHE FACE OF IHE TRAILER. |}IEN PI.ACED ON M TOJACENI TO TI€ SIOtI.OER A]O NOI BE}I}I' A POS|TIYE BARBIER. THESE OEYICES SHALL EE I'ELT{EATEO BY PLACTG FryE (5' TRAFFIC ORUITS. EOUALLY SPACED ALOI{G TIT TRAFFIC roo IAx I SIDE OF TIC DEVICE. r&t ovou { E. DitEN$oilS SIOIN FoR RATSEo PAVETINT L RTERS IRE TyptCAL. TIE .t I CONTRACTON TAY STESTIIUTE SII{LAR IIARTERS UIIH THE APPROVAL NOIES. OF II.IE ENGIiIEER. REOUESING APPRTOVAL FOR SITI.AR UARI(ERS UAY I. ETA REGII-AIORY IRAFFIC CO{TROL I'€VICES TO BE BE UADE BY REFERHI{G TO THE AHIO OUALIFIEO PRODUCTS LIST. TOOIFIED AS ]€EI'EO FOR IHE OURATION OF T}IE OEIOUR. ln11, )-2-6 iEYISEI) roTE al00E0 rorE a,iEusEo z.STREET i{AYES Y Y BE USED THEN DESNTBLE iOIEST n nxc FOR OIRECTIT{G DEIOUREO IRAFFIC. K= )ruot ovou l-E-15 EUISED OEIA' iISEO ? TEETT ITNEiS L FLOOD LIGHTS sI{OULD BE PROYIDED TO ITARI( T FLAGGER SI^TOi.S AT UGHT AS I{EEOED. ol 5-l.O lmo oFlt r r-20-c EY6[D S[rI oEgcralrO.s 2. F ENTnE AREI tS vrStBLE FROU ioft( Otf ttrr, ,rdR, rDEO GETCiI }OIE SIATON. A SINGLE FLAGGER UAY BE USED. F-a-t ruo i56{ a-zs-tr CffiCrE0 lotElto G?O-2 Clo$lELEilG ITEYICES ARE T0 BE EXIEIOED I. 3-a-ll cfficTEo slra lf,xr.or n-41 3-t-g TO A PONI I}|ERE THEY ARE VISELE TO v APPROTCHIG TRAFFE. mro 2-2-.j5 iEusEo FEi Plit n rfcD. sEtt. l t!.! a-r5-t I,-Il iir-r:,LIji{,I :I.rr{i UT('T'ATED FLAGGER ASSEIANCE 1. DEVICE T ,il DTIE (AFAO, OPTIoI{AL. REFER IO MUICO. - EYrsloa L@ ARI( NSAS STATE I{GHTAY COUUISSION TYPICAL (D) rypEAL Appt-tc^rtoN - Roal,lly cLosED BEY(DD DETorn poNT. (E) APPLICATON OF TR FFIC COI{IROL TEVICES ON z.LATE STANDARD TRAFFIC CONTROLS IICHIAY UHERE O{E LATE IS CTOSED A}ID FLAGSNG 6 PNOVDEO. (F) TYP|CAL APPUCAT|oI| - 4-LAIG lr{otvDEo RolotAy ilTH tNstDE LarE cLosEo. FOR HIGHWAY CONSTRUCTION STANOARO DRATNG IC-z Chonnellzlng devlces 500' See l1 Gencrol . Uhcn concs ora u6€d on fracuoys ond Notrs multl-long hlghwoy6, they sholl be- 28" mln. tffil a ffi Durlno hour6 dorknesa.28' shofi TRAFFIC CONIROL DEVICES of conea a ba uscd on oll rooclwoys, ond €holl b0 FOR I + G2O-2 a rcflgctorlzcd ln occordonca ul+h +h€ ll m I aa U.U.T.C.D. VERTICAL PAVEMENT DIFFERENTIALS I I ioro ril, I tu vEsIl! 4!_ qlEESE r,[!l! LOCATIONS TRAFFIC CONTROL 500' ls" s CONES I f' +o 3" Cent€rtlno. tone tlnes ll8-ll L PLASTIC DRUM % l" 1o 5" Edge of shoutder tv8-9 25'.O.C. a a l-rll-t hln Greoter thon 3" tlnss Stondord lono clo6ure requlred a a Ars" Lone Trgllcr 0r Truck a o' +o t2jJ- _T llth Floahar 0r Arrov Ponel t I l'-2'rtn*l 3' mln .- to afl ,J'orr.o,. Greoter thon 5' Edoe of troveled lone .RSP-lond vsrtlcol pon€ls. I a I -T drums or concrete borrlcr TYPE RRICADE tt a IB nln. Graotor thon 3" EdO6 Of shoulder ovsrflcol ponels, drums or concr€ta borrler t r00'0.c. t. A+" . When shovn on fh€ plona concrete borrlsr wlllb€ used. E" lo E"Aa,,-+ r" to PJ Ilhen lho Shoulder oroo ls uaed os Dort of the trovelgd long ond thsre ls lnsufflclgnt a J l" to 3',ntd 8" to l2I rldth to ploce druma on lhc romolnlng shouldcr rldfh, thcn vcrflcot poncts shgl be ugcd. eim mtn a l*-2'mrn----l I 8" to l{ TYPE ITBARRICADE l-- r. I t-. a TYPE IIIEIRRTCADE t2' NOTE: FLAG (3)=D fl-6 For oll rood closuros. the Typ€ lll borrlcodes Flog sholl ba of good grode EOUALLY sholl be of sufflclont length to axtend red moterlol SP CED ocross gntlrg rooduoy, -l1it oo 21' T (am)m, oooo @ 4fi )y ,l oo R2-l rl poncl omlt thls SPEEO w 4ru" \z lf tho tvo LIIIT poncls crco+c w iHITE I confuslon. See 45 Gcncrol ORA(GE SIOP SLOW PADDLE No'tcs ROIO E F iol0 rul toil FRONT B CI I llE VERTICAL PANEL PLACEMENT l0Rx VERTIC L P NEL o I II-E VP{ R 6" SERTES STOP LEGENO (B) TyplcolopDllcotlon - 3-lons onewoy roodwoy yher€ Sooclng=2rPosted c€nfsr lone ls closed. soc.d Llmlt c0LoRs c0L0Rs Or ls Notcd 0n Plona LEGEND.TIHITE {REFL) LEGEND-BLACK , \ Typlcol oppllcotlon - doytlmo molntenonce operoflons of short duroflon on o (REFL) \4.,^ 4-lone roodvoy vh€.e roodwoy 16 closed. BACKGROUNO-RED IREFL' B CI(GROUND-ORANGE dlvlded holf of th€ !6' MrN OUTSIOE DI MO{D-BLACX KEYs ROADf,AY C@ Arrow Ponel0f R€qulred) off > 3" ! Chonnellzlng D6vlc€ POST SMTL Scc DETATL oF splrcEs Qs EXIEIO Ggnerol llovE srH Nofas a Trofflc drum 500' C2O-2 GENERAL NOTES: l00rTroa{ll -l frlD---] w Se. 6T I lRorDrilr I Gcncrol tu l. A speed llmlt roductlon moy be lmplemented oNLY vhen d€Elgnotsd G20-2 Notcs TOTES: usE sPLrcEs oilLY wr€il t{EcEsslRY 500' In the plon or uhen recommended by the Roodwoy Doslgn Dlvlston. FOR INSTALLATOI{. TYPICAL IN5]ALLATIO}' t snre aot I I sH0[0 HlvE No sPLrcEs (sEE sTo.oRlut{c L Trofflc orums 2. llhEn fha exlstlng sp€ed llmlt Is 55mDh ond the plons requlre o ap66d E N0. sHs-2, o.c. llml+ of,45mph,the R2-l(55)shollbe omltted ond tho W3-5 shollbc E NORI'AL INSTALLATIOT{S ilLL iEOUNE 6- lnstolled ot thot locotlon. AddltlonolR2-l,45mph spoed llml+ slgns shollbe r./1, I)IA.BOLTS T0 [lOrrNT SrcNS T0 poST 16' Lttrut E Trollcr Or Truck Instolled ot o moxlmum of lmlle lnfervols. At the end of th6 work or€o At\O 5/16'o|^.BOLTS TO ISSEIGLE IHE OVERLP 13, fi-6 llth Arrou Ponel o R2-|{XX)shollbe lnstolled to motch orlglnolsDeEd llmlt. VARIOTJS POSI SUPPORTS. EACH OF THESE EOUALLY BOLTS SHALL BE CARRIAGE BOLIS. 30" I ravlff D, lh. ioodroy lhslgn olvlslm t rN. SP CED gcil PoSIS SslLL BE PAINTEo oREENT 3. When thc axlatlng sD€€d llmlt ls 65mph ond th€ plons roqulre speed of tlE HlOrcy oecfDnt rll b. CROUND POST o SICNS SHALL NOT BE PAilTED, T llmlt 55mph, lhe R2-l(45) shollbe omltted. AddltlonolR2-l55mph sp€ed rq)lrd Flr to tDh.xllng IO mln. of ANO ALL SICI POSIS SHALL BE PLUT'B. SPLICE .Trofflc orums llmlt slgns sholl be lns+olled ot o moxlmum of I mll€ Inf ervols. \ 100'0.c. Af th€ end of thc work orso o R2-l(Xx)shollbe Instolled to motch orlglnolsp6ed llmlt. G20-l - .l.Th€ moxlmum spoclng betvEEn chonnellzlng dovlc€s ln toper t-Riro rof,r( I o 5" OVERLAP Irrr x.xn-esl should be opproxlmot€ly equolln feet to thg spsed llmlt. C- N GROUM) Boyond the toper.moxlmum spoclng shollbe two tlmes SEE iIOTES E th€ 6pe€d llmlt or os dlrect€d by the En9ln6er. (3' tYr-6 5. Wornlng llghts ondlor flogs moy be mount€d EOUALLY SPACED to slgns or chonnellzlng devlces ot nlght oa n6eded. MAX. ABOVE SEE GROUNO 4" GROUI{O 6. Povcment morklngs no longer oppllcoble whlch mlghf creofe confuslon ln +h€ mlnds of vehtcle opgrotors sholl bE removgd or obllterot€d os soon os proctlcoble. -- GROUND LINE 7.The G2o-lslgn wlllbe requlred on Jobs of ovor tuo mlles MIN. IN ln l6ngth, Whon fho lone closure ls not ot the beolnnlng of ths proJoct. D GROUNO 36" (am),ak, the G20-lslgn shollb6 erected 125'ln odvonce of th€ Job llmlt. Addl+lonolH20-l(lMILE)slgns or€ not roqulr€d In odvonce of lone closures tho+ bogln lnslde the project llmlts. \z o{-lt AOOEO NOTE 8.Flogg€rs shollus€ SToP/SLOf, poddles for controlllng trofflc fhrough work zon€s. Flogs moy be used only for emerggncy oltuotlons. 1-03-9? AOOED (SP'TO T'TI REVISEO TRAFFIC COI{TROL N I'EVICES }OIE I Seo 9.Allploattc drums ond con6s shollmeet th€ requlrom€n'ts of NCHRP-35O or It20 Gcncrol ro{t-!t6 A00E0 R55{ e MonuolFor Aaaosslng Hordpore (MASH). F RM Sofoty Notos r0-12-95 TOVED UPPER SPLCE 10. TrollEr mounfed pon€ls portoblo chong€oble ROTD lffi devlces such os orros ond TORT 6-t-15 REVISEO SPLICE DETAIL, TEXT 6-l-95 o r ltE messoge slgns shollbe d€llneot€d by consplculty moterlolln o ft vL.y offlxlng I TLE 2-?-95 REVISEO PER PART VI, MUTCD. SEPT. 3. 1995 contlnuous lln€ on the foce of +h€ troll€r. Yrh€n ploced on or odjoconf DXd tO D. I shoulder posltlve otrnlrd ol i-t5-g DRA*}I ANO PL CEO IN t',SE to the ond not behlnd o borrl€r, thes€ d€vlces shollbs dla. delln€oted by ploclno flve (5) trofflc drums, gquolly spoced olong th€ OATE REYTSTOt{ F[ EN (D) Typlcol oppllcotlon - closlng multlple lones of o multllono hlghwoy. ARKANSAS STATE HIGHTIAY COMMISSION STANDARD TRAFFIC CONTROLS Typlcol oppllcotlon - cons+ructlon op€rotlpns of lnt€rmgdlote io long +€rm (c) FOR HIGHWAY CONSTRUCTION durotlon on o 4-lono dlvldgd roodvoy vhere holf of lhe rooduoy ls closed. STANOARD DRAVIING TC-5 EI]fGCI]S BAR TAB-E PER BAMIER I'{IT 5. DrA. PLATE rHto( BAR ,t. LCAT IO{ r s.€Tor sr zE rs.Ert6, rsrzo{fat- rN t9 -!} BAR r%' DrA. x 26- LOilG H-l BAMIER TIED (6, rrsr[E v-r B RE t' 6. -e H-2 EA|N A-Ola LoiG. 5 t6l oclrEcTrls PtN Q. ttd DIA. STEEL BAR o TIED A&\'E H-I !' -6f I r H-3 .1 r2t ,f DIA. H-a T|ED lO V.r '4 b I t x4' L lFT ltG |{-E f I s-l OVER LIFT l{-ES .a t2l E}I' OF -r ut{T COIV\ECT ION LOOP t F CPT I ttz 2 i t E lfirz. Amro U t a-2 E-OTS EIIEEN a t2t o v-r'6 a mArN d F EEGI E.E gLOIS 5'-r' BAR '(ItI ,trtat I ltz A qI\,€CTIor{ DETAILS EIG a XrlI' l. -o. ol,EE_AP IOTAL LEIS?H -9 2 3ttl} R 'a' VEBTICII- IN BAMIEFI SI EAO{ v-l ET$ I2I AT 3 t t5r 12. EAO{ TFAIN g.OTE ' o ocncrot ilotca -r v8j a lr8. z orA. 6) fnc conlr@tor sholltr.rnlah tha Prccogt Concrctc Borrlar Unltr ond v shollba rasponalblr for tha monulocturc.shlpmcnt.alorogc. TAPERE0 SLO1IED l()LEr P Dloccmant drd ramovol lt lha conptatlon of th. groract. lha rtft. x 1.0N ToP t pracoll rrrllc ullrafioln thc proparly of thr controctor. -o' I tl2'x1t/a'O{B0IIOI 2' FOR STABT.EATOil PTI @ UotcttOc aholl mact tha foioutno mlntrrum raqulramantq 5 U'LT Concrata! 25(X) Dal compragslvr strangth ot 2! doy& cl.l^rf,ER Toil I Rclnfficlno Src.h AASHTo U Stor lt 5!.crod. 60 .1 Structurolstcat AAgrIo-U??o Grod. 56 rhotb. ( t6r a 6r .5 l{Fr Z. H- t 7. ( urad tor tha Cornactlon Pln. Comacllon Loogq orrd v-l BARS, 3r EAO| o{ StoDnlzollon Pln3. A Plcca ylth rr€rE oF v-r B R3 O.ra Pln o 5. rorndad ro- too moy ba uaad ln ploca ot tha datollad Connactlon Pln. (6t .3 FSr s (t, H-2 B (2' .4 H-3 I lbnnaotorlt l,afnmttrs t0, spoctng (3I PER DRAIN Bt[€. rholbr munlad ot TIEO TO H-I EIARS F I f- on top of Dracoat Dorrlcr. I/I6'ORAFI PAVEENI SLOT SLPFMT ( TYP. BOTH (F GR'O,O TI€ E]O G fr @Dllcotlons rharc borrlar uot 1! rlthtn 6 laet trof flc SI DES' LI H.2 BAR6 ol o lona. oddltlond ddlnaotors srrol ba Dtocad on ilrc borrtcr ot tO, OR agoclng oDproxlnotdy onc fl, foot from tha toD (6' .5 H. tl_ LI r€ r' 0lA. of tha borrler. ( 3' PER N ts SIABX.IZATION PIN ocflnaolors llrollbc on tha AHTo ouoll]ad Pro(tuctr L13t tor Conltrucllon Concrata Borrlr lorkars. r.{ IAPEREO SLOTTEO HOLES ( oallncolor color shdlba ln occordonca ulth tha lloruoton FOR SIABILIZAIION PINS SEE EECI IC{ C.C Unllorm Trolflc Contro[]avlc,aa. SY'TCTRICA- AS(I.]T BARRIER SIABILI ZATI ON OEI IAI L' BARRER STABILIZATION DETA]L Pqrmant G concFErE BARRTER lor dallnaotors shofl ba c,onaldrcd Inctudad ln tha lrtcc bld SECTIO{ B.B par Lln. Ft. for 'Furnlghlng ond tnstdlnC Pracoat Concrcfa Barlar*. SECI ]C{ A-A ROADUAY SECTION lha controctor slrollccrtlty to tha Engtnccr thot the molrrlol 4' r l7z'SLoTS -" @;: Concrala Povamcnt ond thc dcglgn utad ln thc Drccort borrlar unlta mcctg thc 3Z'' CHAFER Alpholt Povancnt raqulramanl! os rhorn on thlr rtondord droulnO. t2. - z (2' Shouldar Araoa OI^. 8TE]EL ENNS EAOT 1 t/2- (3) ofhar Pracolt Concrata Borrtaru thol hoya baan croah tallcd drd I€EE C(I\NECTIC{ LOOP TETAILI egrovcd by tha Fadrol Hlghuoy ldmlnlllrollon to maaf tha N r.qulrri.nla ot NCIfrP-!5o tcet bvd! or llord For Aar.rrlng a\t Sofaty tbrdrora (UlsHlr[ba occagtad ln ttau of thr borrlar tr :a o Trolllc focc ahoun. [rroln !tot3 ahoilbc orovldad oa naadcd or os dtractad Dy tha N Englnaar. fhc ControEtor turnlah NCHRP E + x5' ol bdrlar rhd o carilflcoilon ot Raport h E 350 or llonuolFor Arsal6lng Sotcty lirdrora tuAsHrconglloncc for on), othcr tyDcc of Drcoolf bcrlcr to bc uscd. Tha ccrllflcotton ahoflatota thot tha prccolt concrata bcrlr m!at! tha rcqulrrmants lt' Bolt ot NCmP R.port 150 ll€nuol For Aslc.JnO Horduorc tUlSH, N 2a' or Sofcty 1 v2. ctrg. ond lncUd! o copy ot tha Fadrrd Hlghuoy Admlnlrtrotlon'! lFHf,A, latt.r o N _l olrgrovol ulth oll otto€h,ncntt Pracoat concrata borrlcr unllg 7r" oto. tnrcooco Ehoflba foDrlcOlad Ond lnatoilcd ln occorddrca rlth crodl tcrtlng ond SECTION H-H l*" lnlarl documanlotlon provldad ln thc FHUA oEDrovd tattar. lllxtng of lhope! VIEf, D-O YlEf, O'-O' ull not ba olorcd ln o contlnuorra [na ot unlta. ELEVAT I ON M)TEr 7r' Ihr.lrdad tr! rts rhollb. cos_t t! Drocg tor ot nau Drldgc (i) Oovct hobr ln povancnt or brldgo rlob! thot orr to ramoln ln plocr REMOVAL drckr ond ('r[l.d ot Croutcd {or axlltlnO brldgq 66614 hlcrta ahdt Hobs grov!f,ant ELEVAT IC{ BARRIER E.OT DETAILS hova o mlnlmun uflnolc lood c@oclty ol lo0o lbr. ln tcf|rlofi. af tor ahofl br fncd. ln concrclc ofrd brldgc dobr shol bc rcmoyolof b€fflr.boll+ond omlaafhc lna.rt! lholbc ft[ad rtth flfiad rllh on oDDrovad non-drlnk apoxy groul. ]btaa ln orphott optrovad non-Shrlnk cDoxy. govrmanl lholl ba fllrd rlth dr opDrovad olphotr Joht flflcr. Poymcnt for drlllng a|d flilng hotcs to ba Indu o I o lE 6 a. . l!'7r' UAx. .l ?-2r-r lEYEIp Urf,i Silfizrru ETrl. r-rr 1l' r-[ lta' OIA. SIEEL ARKANSAS ( SEE COINECTI ON L(I)P t-5{! lEY.mrE I CflIIm mt rort STATE HIGHUAY COilUISSION L oRril 5L0r PAT'EENT OR PAVEIENI OETAI L' FA-07 lEYe! ]OIE e(l f, Lt 2, ./a H-3 B R GqJN' LI]€ ! Lc T|EO r€XT TO V- 6, .3 H-2 BAnS r3l BAR6 g-OTTED HLEA FOR 5-25-r lErErm cEEtlr srE , STANDARD TRAFFIC CONIROLS FER DR tN €LOt ILIZATIolll PIN t AgOvE H-t I H-2 t.t-04 FOR HIGHTAY CONSTRUCTION - T T BAMIER 6TAEIIL I ZAT I olI ETA ILI ANO,\O EAO{ PAIR G lElE,,trffi&Eu.o"* TEMPORARY PRECAST BARRIER TAPERED SLOT'EO }o-ES ELEYATIC{ - T}?ICAL SNRNIER t B X 66t 3.9 tm PEF P rCL T STANDARD DRAWING TC.4 @ 4 f eet. or greater pref erred, lf less t.han 4 f eet,, precast. Un it.s sha I I be connect.ed to slab (SEE BARRIER STABILIZATION DETAIL-BRIDGE DECKS STD. DRWG. TC-4) Specill End Unit Sp€cial End Unit Proposecl Cut Llne @ t- ll"fl I It lel to C.L. ?( Br t Offect Oict ncc 40' Min. aper ( S.€ T.bla, co c, L. dge E o Traff i c 'L o fratf ic Lane Work Area c0 : Either Way oL Barrier shal I be doweled to pavement. when t.he @ dimension is less than 4' -O' and the @ dimension i s great.er t.han 24 inches. BARRIER PLACEMENT ALONG BRIDGE WITH OFFSET SECTION rr Offset Distance for No Scale J.J Two lYay f raf f ic On ly No Scale J Trtff i c lTz"Dlo.Holc for Rordw.y f ".r. E i tJrcr Way l' Drift Pin t Traff i c 40'ltin, I incators C lO', sprcing ( typ. ) r. -6. J BARRIER PLACEMENT ALONG ROADWAY SpG€ial End Unit iel End Unit Dc I i naator %' otor. SteelBor{See Conncctlon Loop WITH OFFSET .. OffrGt Diatrnca Dorolt-std. Drw9. Tc-4) For Two Wav .5 Bar! Offrct Dietrncc t{o Sca I c Trlff ic Onl! I SGc T.bla, 2-.5 Brre Offret Dictancc Tablc (D 2-.5 Soccd Offcct DirtsncG ( liPtl) (FT.} N s45 t2 ?-.5 >45 la tt lf offeat dirt-nca it not.ttrinabtc. than tEG 'Barricr PllcGnant With AttcnuGtor. Dctai I shorn bGlow. SPECIAL END UNIT No scote Traff i c Genera I Not.es Roadway Either Way When shown on t.he Plans, t.he ends of t.he Temporary precast, Concret.e Barr i er f".r. shal I be prot.ect.ed wit.h an NCHRP-35O or Manual For Assessing (MASH) Saf ety Hardware Edge of Travel Lane Precast TM 40' Min. approved Crash Cushion. Payment for Crash Cushions shal I be made " Unit Del ineators O IO' spacing ( typ. ) tl under t.he item of Temporary lmpact. Attenuat.ion Barrier.', 1b'1 faPGr Rat BARRIER PLACEMENT ARMNSAS STAIE HTGHTAY COMMISSION Temoorarv lmoact i.l End Lrnit Attbnuati on Barr i er vvITH ATTENUATOR STANDARD TRAFFIC CONTROLS . No Scale FOR HIGHTAY CONSTRUCTION . r Offset Distance IEIIPORARY PRECAST BARRIER For Two Wav rmo IEFEiI]IE r0 ugt ... , liJl'l It, . l.I.IIri'I:ll Min, 3, -O. From Edce of Trave I Lane Tcaf't ic Onl! to Nearest Edge of-Attcnuator a-zl-t2 68ID Et n ff STANDARD DRATINO TC.5 DTIE Et6tn rrtfo CEI{ERAL U)TES A l,{lNll.(,.l (rF AM, ,l INSIA-L 2 l.Pg-(PE SIAGS tDUt{SLf€ STA(E5 ?'x4" to,flNAL .2'-0' AI lO' INGLE AI AN ATGLE TO XEOGE UATTLE TO BOIT(T OF OIICI{. EAOI EIO TO PREYENT U(II, ftETS UPIARD FI,IER }MAX. SP{tMi FLot lR-uro trypJ (lc-l A Er€Eo t?'Hl]* 0.c. Y I5" MIN. Y 10" MAx" ruol _Ftar GEOTEXIILE FAERIC F (TYPE O IN ACCOilNXCE 2"x,1"]{(l,lll{AL xtrH sEciloN 625 0.c. o U(ID FRA}C OF IORT 1 CEOTEXIILE FASRIC Z,x1-'MI,IINAL socr Hp I (IYPE 3I - FRfl,IE | FLTER SOCT OE'' FLOI A B /'- fiEUOVE SEDlfilT IHEX 2' X 2' X 2L9' IIL YATTLE TATTLE AI HALF OF I(X)ITEX SIIIG- FILIEB SOC( r!- llhl otrcH cr.Ccr( OITCH CHECK (TYP'. (la'ra 2' 2 HEGHT FILTER S(fr \ -l W. PLtrE REX AI EASE (,F OITCH CICO( 4.!alER LEVEL IN AREA (F OYERFLOI FEl€E G 6" l,llr{. (/o LITiIIS T PAYIGNI / R@( FILIER \ 5" i,qir. 6" r.,flN. ELEVATIO{ \ IIi IB FLIER SOCT .\ii\-nr,.]ii\\\-) P SEE 'Lrl3 SILT FENCE ON R/U FENCE G.,II SECTION A.A SECTION B-B NmliA- tgt- ? x 2' x rmr looDEx 5TA|G5 l, o.c. (ryP, %ou,, frfr{ c(,iorilorE"-9' lLLot. rc soc( AI oyERrap ro ROCK PREVET{I SOCI( UOYEIENI TICN NOI SIAIED DIICH CHECK G.6I GE]GRAL ilOTES (PlvElcNI lPPLrcllr0f{,. I. SIRAX BALES SHALL BE INSIALLEO 50 IHAI llf 8Ii{'IIGS AE (NIENTEO ARq,\O TT€ SITES RAIIfR T}gN AL(II! THE I(,PS ATO BOTIOiS (F TI+ BALES. GENERAL ]$IES ,/ OR@ ITLET PERSPECTIVE YEf, IIf BALES STflL BE T HINII{'{ OF I INEIES II{ LENGTH. i'q iLI.S. GEOIEXIILE FSRIC GEOIEXIILE FAERIC sHfl.L EE SPLICEO TGETHER I,IIH A SEUI{ SEA.. \ (TYPE tOIESt 4' IN ACCffiOAI{CE OLY AT A s|fP@I PIOSI OR TUO SECTIO{S t'F FEI€E MAY E AU' (nPS S}IALL BE LEFI BEIUEEN BALES. utrH sEcilo{ 625 oYERLAPPEo INSTEAo. PAYIIENT (r Aoolllo{AL }IATERIAL FoR OYERLP ICD IIT'I TILL I{'T BE }'9T'8. ttcrfr irx at-rE tti SrrmG L OYERTAP EI{)S 0F SOCx (l. trl 5',U x.r. 3.BA-EO SIRAT FILIER BARRIERS COI,IPLEIEO AO ACCEPTEO T'ILL BE IJEASJNEO t9 10r rE tLE c fitGo BY IHE EALE IN PLACE A5 ruTHNIZEO BY TIIE ENOII€ER AII' YILL BE PAIO FOR 2.uSE 6- OA. SOc[ D{ ilOt-TRAFFf, AREAS OR IREAS AI TI.IE COI{TRACT I'{II PRICE BIO PER BALE FOR BA.EO STRAU OITCH CI.IECKS. IHERE SAFETY IS NOI A COilCERN. DROP N.EI PLAI{ YIEI il.r.s. G',IBEO z'MI]TI ll .**.. I I I g EmSiE'-l COIPOSI FT.TER g)CT DR(P TT.ET PBOIECIOT{ IE.I5' L**r,. I I f-z.mm-i*si-l 68""2 Srmv CO?Af,TEO EffiTH EI.GA|(. BACKFILL l.{lN. BLAIE0 le-a EiO OF FAERIC E PER BALEI ARKANSAS STATE HIGHWAY COMMISSION SILI FENCE (E.III BALED STRAU FILIER BARRIER G-zI TEMPORARY EROSION CONTROL DEVICES STANDARD DRAWING TEC-I 2'MIN. COMPACTEO MINIMUM SOIL I"6" 3' MII{. UIDTH T(P OF LEYEE -FLOY _F-t ott_.r__ DIVERSION DIICH G.8I N0TEr E TOP OF LEVEE c. A T.SECTION SHALL BE USEO AT THE INLET u Ftn TUO.OIRECTIONAL FLOT. 6 AN ELBOTT SHALL BE I'SEO FOR I OI€.OIRECTIONAL FLOT'. SL(PE I0 BE I r I (F FLATIER L' F ,I'MIN. OUIIPEO CI PLAN ! RIPSAP OUI,IPEO C0TIPACTED q z AilCHOR N0TEr solL o RIPRAP DITCH BLoCK E- 6 STAKES SIZE OF BASII{ IO BE OETERMINEO I'MIN. E BY V0.UME REOUIREOT I€UEVER I U OI,i,?EO RIPRAP AS A MINIIITJM LENGIH.IO.WIOTH cur 6 NEEOEO BATI0 0F 2rl SHALL BE USETL A GEOTEXIILE FABRIC R(f,l( FILTER (TYPE 5' (6"r,fl1{. t2" SLOPE ORAIN PIPE THICI(I€SS) J+ 3'MIN. TOP OF BAI{K TOP OF LEVEE SECTION A.A 3r'l r PLAI{ VIEU -exrB. Fioi- LINE------'- 5'MAX. I'MIN. EXIST. FLOT LINE IO'TYP. A SECTION O{ FLOU LINE (EOIEXIILE FABRIC ITYPE 5' I2,.sLOPE ORAIN PIPE EXTENO OBEIN AS (E.gI REOUIFEO TO COINCIOE SEDIMENI BASIN T'ITH RIPRAP OUTLET UITH HEIGHT OF F]NISHED EI,IBfl{l(MENT. A{CHOR STAKES DUMPEO RIPRAP 3'MIN. UIOTH TOP OF LEVEE AS NEEDEO PR('FILE VIEY SLOPE ORAIN (E.I2} -F-LO! _J-F FLOT TOP OF LEVEE t "tF SL(PE T0 BE I t I OB FLAITER PLAN 2!',r.ilN. - N0TEr R0cr lS" MIlr FILTER SIZE OF BASIN TO BE DETERMINEO NON-PERFORATEO BY VOLI .{E RE0UIREDT HOUEVER PIPE TITH ANTI.SEEP PLAI{ YIEU A MINII.{JM LEI{GTH-IO.UIOTH COLLAR RATIO 0F 2rl SIhLL BE USED. FLOY l'i,flN. T(P (F BANK TOP I)F LEVEE OUl.fED IATEFINEO 3.5'Mlr{. RIPRAP st0E 5,MAX. -ExrsT: - 6'MAX. SLIPES FLoi- niiE- - PN(FILE ,. FLOU LII{E SEDIMENT BASIN E-I4I 18" MIN. PERFORATED RISER PIPE SECTION ON FLOW LINE ARKANSAS SIATE HIGHWAY COMMISSION TEMPORARY EROSION CONTROL DEVICES SEDIMENT BASIN WITH PIPE OUTLET (E.IO) STANDARO DRAWING TEC-? AND CLEARING GRUBBING EMBANKMENT CONSTRIJCTION SEOUENCE I. PLACE PERI]GIER CONTROLS II.E. SILT FENCES . DIVERSION Ot TCHESb SEOIMENI BASINS. EIC.I 2. PERFORM CLEARING AND GruBBING OPERATIOIT IO BE IN PLACE CO4PLETELY STABILIZED. M)TEr ruM8ER OF PHASES T'ILL VARY. THREE PHASES SHOI'N FOR ILLUSTBATII'N. INAL PHASE EMBANKi..IENT PHASE 2 E},IBAN(MENT PHASE I EI,EAI{KMENT SIOE OITCH (STABILIZE AS REOUIREO.' VARIOUS EROSION EXISTING GROI,ND CONIROL DEVICES EXCAVATION GENERAL NOTE iLL EIqAN(!,IENT SLOPES SHALL BE oRESSEo. PREPARED, SEEOEO. AND MULCHEO AS UOSX PRoGRESSES. SLOPES SHALL BE CdNSTRUCTETi ANO - INTERCEPTOR IIE SiABILIZEO lN- ' EXISITNG GROUI{O OR EXISTING GROUND EOUAL INCREMENTS NOT TO EXCEED 25 FEET. MEASI.,REO VERTIEALTi;-___ DIVERSION OITCH 'PHASE NOTEI I EXCAVATION NUi,IBER OF PHASES I'ILL VARY. CONSTRUCTION SEOIJENCE THREE PHASES SHOI{N FOR PHASE 2 EXCAVATIO{ ILLUSTRATII'\L l._cglsl8r.trr DryERstoN otrc!1Eg.qlrcH cHEcKs.sEotMENr BASII{S.SILT FENCES. FINAL PHASE EXCAYATION OR OTHER EROSION CONTROL DEVICES AS SPECIFIEO. ?1],L-QqE.?H49E I EMBANKI,IENT T'ITH PERMANENT OR TET,IPORARY SEEDING GENERAL NOTE ?lo_vl0E_0tvERllgN otTcHEs ANo sLopE DRAINS tF EMBANaHENT CoNEIR|jCTION IS IO BE TEMPORARILY ABAiDONED FOR A PERIOO OF GREATER TiAN 2I OAYS. CUT SLOPES SHALL BE DRESSEO. PREPARED. AND MULCHEO AS 4LL SEETXO. EMBAN(MENT utTH PERMA{ENr 0R TEMpoRmy SEEOING. UORX PROGRESSES. SLOPES SHALL BE EXCAVATEO AND al!4qE-?H4sE ? lHE STABILIZEO IN OIYERSION DITCHES AND SL(PE ORATNS IF EMBA{KMENT CONSThUTTION EOUAL INCREMENTS NOT TO EXCEED 25 FEET. MEASUREO VERiICALLY' ?EOYItr IS TO BE TEMPORARILY ABAiOONEO FOR A PERIOO OF GREATER TiAN_A DAY-S_.' !..P-L!C_E FINAL PHASE (r EitsAN(MENT utTH PERMAT{ENT OR TEMPORARY SEEOTNG. ?L4qE qrvERSIoN DTTCHES ANo SLOPE DRATNS ANO MATNTAIN UNTIL ENTTRE----'-- SLOPE IS SIABILIZEO. CONSTRUCTION SEOUENCE I. EXCAVATE AND STABILIZE INTERCEPTM ANO/OR OIVERSIOI{ OITCHES. 2. PERFORM PHASE I EXCAVATION. PLACE PERMATEI{T OR TEMPORARY SEEDING. 3. PERFMM PHASE 2 EXCAVATION. PLACE PERI..IANENT OR TEMPORARY SEEOING. !. PEREORM FINAL PHASE OF EXCAVAIION. PLACE PERMANENT OR TET4PORARY 9EE9I!G. STAgILIZE DTTCHES. q0{STRUCT oITCH CHECKS. oIVERSIoN OITCHES. SEDIMENT BASINS. OR OTHER EROSION CONTROL DEVICES'AS REOUIREO. ARKANSAS SIAIE HIGHWAY COMMISSTON TEMPORARY EROSION CONTROL DEVICES STANDARD DRAWING TEC-3