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wARKANSAS DEPARTMENT OF

CONSTRUCTION PLANS FORTRANSPORTATIONSTATE HIGHWAY

D

D WEST Otr RNVER Bt{-iFtr RD.:EAST (PASSNNG LANE) (S)

CLEBURNE COUNTY@

t. ROUTE 16 SECTION 12

FEDERAL AID PROJ" STPF.OOI2(32)

JoB 0505n5

N

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If ARK. HWY. DIST. NO. 5

DESIGN TRAFF!C DATA

VICINITY UAP

PROJECT NOT TO SCALE

R 9W

DESTGN YEAR-- __20382OI8 ADT I 800

LOCAT I ON R 8W203a ADT______ _2AOO

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BEGIN PROJECT MID-POINT OF PROJECT END PROJECTLAT I TUDE N 35'26',54' N 35'26',42' N 35.26'18'LONG I TUDE w 91"57'2A' w 9r'56'54' w 9r.56'28'

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. BRIDGES' PROJECT

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INDEX OF SHEETSTITLE rul I l-1

SHEET NO.

1

23

4 - 56-8I -2021-3233-3536-40

41

42-4546-5051-88

TrlLE SHEETINDEX OF SHEETS AND STANDARD DRAWINGSGOVERNING SPECIFICATIONS AND GENERAL NOTESTYPICAL SECTIONS OF IMPROVEMENTSPECIAL DETAILSTEMPORARY EROSON CONTROL DETAILSMAINTENANCE OF TRAFFICPERMANENT PAVEMENT MARKING DETAILSQUANTTNESSUMMARYOF QUANTIIIES AND REVISONSSURVEYCONTROL DETAILSPLAN AND PROFILE SHEETSCROSS SECTIONS

NOTE: CROSS SECTIONS NOT NORMALLY INCLUDED IN PLANS SOLD TO PROSPECTME BIDDERS, BUT MAY BE HAD UPON REQUEST

ROADWAY STANDARD DRAWINGS

DRWG.NO. TITLE DATECDP.1- CONCRETE DITCH PAVING 12-08-16FES-1- FLARED END SFES-2- FLARED END S

'10-18-96'10-18-96

11-18{42-27-',t4

MB-1- MAILBOX DPCC-1- CONCRETE PIPE CULVERT FILL HEGHTS & BEDDPcM-1-METALPlPEcULVERTFlLLHEGHTS&BEDDlNG2-27-14PCP-1-PLAsTcPlPECULVERT(HlGHDENSrrYPoLYETH\tENE) 2-27-14

2-27-1464',t-171248-161 0-1 8-969-12-13

PCP-2- PLASTIC PIPE CULVERT (PVCPM-1- PAVEMENT MARKINGPU-1- DETAILS OF PIPESE-2- TABLES AND METHOD OF SUPERELEVATION FOR TWO-WAYSI-1- DETAILS OF SPECAL TTMES

TC-1- STANDARD TRAFFC CONTROLS FOR HIGHWAYCONSTRUCTIO 4-13-17TC-2- STANDARD TRAFFC CONTROLS FOR HIGHWAYCONSTRUCTD 9-02.,15TC-3- STANDARD TRAFFC CONTROLS FOR HIGHWAY CONSTRUCTIO 9{2-15TEC-1- TEMPORARY EROSION CONTROL DEVCES ll-16.17TEc-2-TEMPoRARYERosloNCoNTRoLDEVcES6{2-94TEC-3- TEMPORARY EROSON CONTROL DEVICES 1

,I -03-q4WF-2-WRE FENCE WATER 4-20-79

1 1-17-108-22-02

WF-3- CHAIN LINK FEWF4-WIRE FENCE TYPE C AND D-

INDEX OF SHEETS AND STANDARD DRAWINGS

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GOVERNING SPECIFICATIONSARKANSAS STATE HIGHWAY COMM ISS ION STAN DARD S P EC IF ICATIONS FOR HIGHWAYCONSTRUCTION, EDITION OF 2014, AND THE FOLLOWNG SPECIAL PROVISIONSAND SUPPLEMENTAL SPECIFICATIONS:

NUMBER TITLE

ERMTA- ERRATA FOR THE BOOK OF STANDARD SPECIFICATIONSFHWA-1273- REQUIRED CONTRACT PROVISIONS FEDEML-AID CONSTRUCTION CONTRACTSFHWA-1273- SUPPLEMENT- EQUAL EMPLOYT\4ENTOPPORTUNITY- NOTICE TO CONTRACToRSFHWA-1273-SUPPLEMENT-SPECIFIC EQUAL EMPLOYI\4ENTOPPORTUNITYRESPONSTBLmES (23 U.S.C. 140)FHWA-1273- SUPPLEMENT- EQUAL EMPLOYI/ENT OPPORTUNIIY- GOALS AND TIMETABLESFHWA-1273- SUPPLEMENT. EQUAL EMPLOYN,4ENT OPPORTUNITY. FEDERAL STANDARDSFHWA-1 273- SUPPLEMENT - POSTERS AND NOTICES REQUIRED FOR FEDEML-AID P ROJECTSFHWA-1273- SUPPLEMENT - WAGE RATE DETERMINATION1 OO-3- CONTMCTOR'S LICENSE1 OO4- DEPARTMENT NAME CHANGE102-2- ISSUANCE OF PROPOSALS108-1- LIQUIDATED DAMAGES108.2- WORK ALLOWED PRIOR TO ISSUANCE OF WORK ORDER303-1- AGGREGATE BASE COURSE400-1- TACK COATS4OO4- DESIGN AND QUALTTY CONTROL OF ASPHALT MXTURES410-.I- CONSTRUCTION REQUIREMENTS AND ACCEPTANCE OF ASPHALT CONCRETE PLANT MX COURSES505-1- PORTLAND CEMENT CONCRETE DRIVEWAY604-1- RETROREFLECTME SHEETING FOR TRAFFC CONTROL DEVCES IN CONSTRUCTION ZONES605-1_ CONCRETE DITCH PAVTNG606-1- PIPE CULVERTS FORSIDE DRAINS620-1- MULCH COVERJOB 050315- BIDDING REQUIREMENTS AND CONDTNONSJOB 050315- BROADBAND INTERNETSERVCE FORASPHALTCONCRETE PLANTJOB 050315- BROADBAND INTERNETSERVCE FOR FIELD OFFICEJOB 050315- CARGO PREFERENCE ACT REQUIREMENTSJOB 0503.15- DELAY IN RIGHT OF WAY OCCUPANCYJOB 05031 5- DISADVANTAGED BUS INESS ENTE RPRIS E B IDDER'S RESPONS IB LMESJOB 050315- GOALS FOR DSADVANTAGED BUSINESS ENTERPRISE PARTCIPATIONJOB 050315- LIQUID ANTI-STRIPPING ADDrIMEJOB 050315- MANDATORY ELECTRONIC CONTMCTJOB 05031 5- MANDATORY ELECTRONIC DOCUMENT SUBMffTALJOB 050315- OFF-STTE RESTMINING CONDITIONS FOR INDANA AND NORTHERN LONG-EARED BATSJOB 05031 5- PARTNERING REQUIREMENTSJOB 050315- PLASTIC PIPEJOB 050315- PROTECTION OF WATER QUALITYAND WETLANDSJOB 050315- RUMBLE STRIPSJOB 05031 5- SHORING FOR CULVERTSJOB 05031 5- SOIL STAB ILIZATIONJOB 050315_ STORM WATER POLLUTION PREVENTION PLANJOB 05031 5- SUBMISSION OF ASPHALT CONCRETE HOT MX ACCEPTANCE TEST RESULTSJOB O5O3 1 5- UTLMY ADJUSTMENTSJOB 05031 5- VALUE ENGINEERINGJOB 050315- WARM MX ASPHALT

GENERAL NOTES

1. GRADE LINE DENOTES FINISHED GMDE WHERE SHOIVI.I ON PLANS.

2. ALL PIPE LINES, POWER, TELEPHONE, AND TELEGMPH LINES TO BE MOVED OR LOWERED BYTHE RESPECTIVEOWNERS AS PERAGREEMENTWlfH SUCH OWNERS.

3. ANY EQUIPMENT OR APPURTENANCE THAT INTERFERES WITH THE PROPOSED CONSTRUCTION AND WHICHMAYBE THE PROPERTYOF UTIL]TYSERVICE ORGANIZATIONS SHALL BE MOVED BYTHE O\ANERS UNLESSOTHERWSE PROVIDED.

4. THE CONTMCTOR SHALL BE RESPONSIBLE FOR MAINTAINING U. S. MAILBOXES WIIHIN THE PROJECT LIMTTS INSUCHA MANNERTHATTHE PUBLIC MAYRECEME CONTNUED MAIL SERVICE. PAWIENTWLL BE CONSIDEREDINCLUDED IN THE PRCE BID FORTHE VARIOUS BID IIEMS.

5. ALL LAND MONUMENTS LOCATED W-THIN THE CONSTRUCTION AREA SHALL BE PROTECTED IN ACCORDANCEWITH SECTION 107.12OF THE STANDARD SPECIFCATIONS.

6, ALL TREES THAT DO NOT DIRECTLY INTERFERE WIIH THE PROPOSED CONSTRUCTION SHALL BE SPARED ASDIRECTED BYTHE ENGINEER. CARE AND DISCRETION SHALL BE USED TO INSURE THATALL TREES NOTTO BEREMOVED SHALL BE HARMED AS LffTLE AS POSSIBLE DURING THE CONSTRUCNON OPEMTIONS.

7. THE CONTMCTOR SHALL BE RESPONSIBLE FOR PROVIDING A FENCE TO CONTROL LIVESTOCK IN AREAS WHEREPASTURES ARE SEVERED. WRE FENCE MAYBE CONSTRUCTED INTTIALLY, OR IN LIEU THEREOF, THE CONTRACTORATHIS OWN EXPENSE, MAYELECTTO PROVIDE TEMPORARYFENCING SUTTABLE TO CONTAIN LIVESTOCK.

B. ALL FLEXIBLE BASE AND ASPHALTIC PAVEMENTS REMOVED SHALL BE PAID FOR UNDER THETEM NO.21O - UNCLASSIFIED EXCAVATION,

9. THE EXISTINGASPHALTPAVEMENTTO BE REMOVED FROM THE REMAINING PAVEMENTSHALL BE SEPAMTED BYSAWINGALONGA NEATLINE. AFTERSAWNG, THE PAVEMENTTO BE REMOVED SHALL BE CAREFULLYREMOVED INA MANNER THAT WLL NOT DAMAGE THE PAVEMENT THAT IS TO REMAIN. ANY DAMAGE OF THE ASPHALT PAVEMENTTHAT IS TO REMAIN IN PLACE SHALL BE REPAIRED ATTHE CONTRACTOR'S EXPENSE.

GOVERNING SPECIFICATIONS AND GENERAL NOTES

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I2'-0" LANE 12'-0" LANE

LBS. PER SO. YD.

r2'-3" ACHM SURFACE CoURSq 0/2")

& TACK COAT

6'-0" t2'-o'

zzdTa5. PER-To. YD. & TAT( coar

12"-5 I/2" ACHM BINDER COURSE (I")330 LBS. PER SO. YD. & TICK COAT

50'-0" ACHM uRsE r/2"1

4'-9"

aCONST

57'-3" SUBGRADE

SHOULDER I t?.t1

r8'-0" (cuT) ILrl CONTROL POINT

I

4:l MIN. OVERLAY

r2.5" NoTCH 7" NOTCH4:l

AGGREGATE BASE COURSE (CLASS(VARIABLE COMPACTED DEPTH)

66.00 TONS PER 5TA.

AGGREGATE BASE COURSE (CLASS 7VARIABLE COMPACTEO DEPTH

37.00 TONS PER STATIONI2'-0" AGGREGAIE BASE (CLASS 7)

H)(7.5" COMPACTED58.25 TONS PER STA. .TO BE USED IF AND IVHERE DIRECTED BY THE ENGINEER.

TYPICAL SECTION OF IN/PROVEMENTNOTCH AND WIDENING

TANGENT SECTION - WESTBOUND PASSING LANE NOTES:REFER TO CROSS SECTIONS FOR DEVIATION FROMTHE NORMAL SLOPES. NO CHANGES SHALL BE MADEFROM THE PLANNED SLOPES IVITHOUT THE APPROVALOF THE ENGINEER.STA. 260*60. OO - STA. 318*30. OO

aCONST

I

I

THE THICKNESS OF AGGREGATE BASE COURSE SHALL 8EIVITHIN PLUS OR MINUS ONE INCH OF THE PLAN THICKNESSSHOWN. IHE CONTRACTOR WILL CORRECT ANY DEFICIENTTHICKNESS THAT DOES NOT MEET TOLERANCE INDICATED.PAYMENT WILL NOT BE MADE FOR MATERIAL PLACED INEXCESS OF THE TOLERANCE INDICATED.

VAR ASPHALT FOR LEVELING OF EXISTING PAVEMENT SHALLBE PLACED ONLY IF AND IIHERE DIRECTED BY THE ENGINEER.CALCULATIONS FOR THE AMOIJNT OF LEVELING AND/ORLEVELING OPERATIONS SHALL BE PERFORMED BEFORECONSTRUCTING NOTCH AND IVIDENING. CALCULATIONS $/ILLNOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDEREDTO BE INCLUDED IN THE VARIOUS PAY ITEMS.

ON ALL SUPERELEVATED CURVESAND THROUGH SUPERELEVATIONTRANSITIONS. THE ALGEBRAICDIFFERENCE BETIVEEN PAVEMENT

THE FINAL 2" OF SURFACE COURSE IS TO BE PLACEDAFTER ALL OTHER COURSES HAVE BEEN LAID.LONGITUDINAL JOINTS SHALL 8E AT LANE LINES.

AFTER PLACING FINAL 2" OF SURFACE COURSE. THE EXISTINGSLOPE SHALL BE REDRESSED AS DIRECTED BY THE ENGINEERPRIOR TO SEEDING IN ORDER TO MAINTATN A UNIFORM SLOPE.PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE PRICEBID FOR VARIOUS CONTRACT ITEMS.

SLOPE AND SHOULDER SLOPESHALL NOT EXCEED O.O8'l" SUPERELEVATION

ROTATION POINT2" MIN. OVERLAY

r8'-0" (cu SHOULDER24'-0" (F|LL)

?

L 4,tVAR. NOTCH 7" NOTCH

AGGREGATE BASE COURSE (CLASS 7)(VARIABLE COMPACTED DEPTH)

VAR. TONS PER STA.

24,-0" EXISTING ROADWAYAGGREGATE EASE COURSE (CLASS

VARIABLE COMPACTED DEPTHVAR. TONS PER STATIONFErarN T -tEFtIY

I2'-0" AGGREGATE BASE COURSE (CLASS 7)(7.5" COMPACTED DEPTH)

58.25 T0NS PER STA. .T0 BE USED tF AND TVHERE DTRECTED By THE ENG|NEER.

TYPICAL SECTION OF IMPROVEMENTNOTCH AND WIDENING

SUPERELEVATION - WESTBOUND PASSING LANE

E CoURSE 0,/2")

VAR. VAR.

\TION

TYPICAL SECTIONS OF IMPROVEMENT

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STA. 254+00.00 T0 STA. 260+60.00TAPER 3 LANE TO 2 LANE

sTA. 318+30.00 TO STA. 320+30.00 LANES LANES

ExrST. CRoWN &

CONTROL POINT

MIN.2' OVERLAY

NOTES:REFER TO CROSS SECTIONS FOR DEVIATION FROMTHE NORMAL SLOPES. NO CHANGES SHALL BE MADEFROM THE PLANNED SLOPES V{ITHOUT THE APPROVALOF THE ENGINEER.

ASPHALT FOR LEVELING OF EXISTING PAVEMENT SHALLBE PLACED ONLY IF ANO IVHERE DIRECTED BY THE ENGINEER.CALCULATIONS FOR THE AMOUNT OF LEVELING AND/ORLEVELING OPERATIONS SHALL BE PERFORMED BEFORECONSTRUCTING NOTCH AND YiIDENING. CALCULATIONS WILLNOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDEREDTO BE INCLUDED IN THE VARIOUS PAY ITEMS.

I 24.-0" EXISTING LANES I

RETAIN AND OVERLAY

.T0 BE USED lF AND WHERE DIRECTED

BY THE ENGINEER.

THE FINAL 2" OF SURFACE COURSE IS TOAFTER ALL OTHER COURSES HAVE EEEN LLONGITUDINAL JOINTS SHALL BE AT LANE

BE PLACEDAID.LINES.

TANGENT SECTION

2 LANE SECTION

TRANSITION

AFTER PLACING FINAL 2" OF SURFACE COURSE. THE EXISTINGSLOPE SHALL BE REDRESSED AS DIRECTED BY THE ENGINEERPRIOR TO SEEDING IN ORDER TO MAINTAIN A UNIFORM SLOPE.PAYMENT FOR THIS WORK SHALL 8E INCLUDED IN THE PRICEBID FOR VARIOUS CONTRACT ITEMS.

VAR. LBS. /SO. YD. FOR LEVELING

& TACK COATI

24,-0" TACK COAT(0.r7 GAL./SO. YD.'

t2'-o" t2'-o-

220 LBS. /S0. Y0.

I. 24'-O" ACHM SURFACE COURSE

TYPICAL SECTIONS OF IMPROVEMENT

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PAVEMENTEI-ilEBF EDGE OF SHOULDER

20'R 20'R

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CONSTRIJCTIO'{ LIUITS

177-71 ACHM SURFACE COURSE (/2")

-

I22O LBS./SO. YD.I & AGOREGAIE BASECOURSE (CLASS ?) (?" COMPACTEO DEPTI{)IF ASPHALT ORIVE EXISIS OR 6- CONCRETEIF CONCRETE ORIVE EXISTS.

TAI F RASPHALT COIiICREIE HOT UIX SURFICEcorJRsE (72-, (220 LBS. pER S0. yo.l aNoV/,4 ^GGREG^IE

BTSE COTJRSE (CLASS 7)(7" COUPACTED OEPTH)

NOTE:REFER TO PLANFOR IIIDTHS OF

SHEETSCOUNIY ROAOS.

DRIVEWAY TURNOUTS

DETAIL FOR COUNTY ROAD TURNOUT

I

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R/W R/W

SILT FENCETYPE E-II

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DETAILS OF SILT FENCE

i. CoLD UILLEo SECIIoN

AT CROSS DRAINS

SPECIAL DETAILS

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PLAN SECT I ON B-B SECT I ON A-A # sHorrDER( TYPICAL'

DETA I LS OF RUMBLE STR I PSLOCAT I ON

LEFT

PLAN OF RUMBLE STR I PS

OR RIGHT SHOULDER DETAIL FOR RUMBLE STRIP GAPAT DR I VEWAY TURNOUTS

SHOIIDERGEI€RAL NOTES

EOGE L II€I. RII'BLE STRIPS SHALL NOT BE IT.TSTALLEO ot{ CURB SECTIOAIS. BRIOGE OECKS. APPROAO.{ SLABS. INTERSECTII.IG STREETS OR ROADWAYS.RESIDENTIAL OFI COIfiIERCIAL DRIVEWAYS OR ACROSS TRANISVERSE JOINTS OF CONCTETE SJOIDERS.

2. R('IBLE STRIPS SHALL NOT BE I}.ISTALLEO ON A PAVEO SI{OLI-DER THAT IS USEO AS A OECELERATION LA]€ FOR TIT LE]\GTH DEEMEOAPPROPRIATE BY TI+ EI\GII€ER.

3. TI€ 4' OFFSET FROIT,I TT€ EDGE LINE MAY BE INCREASEO TO AVOID LOAIGITI-.DINAL JOINTS. IN ALL CASES. T}€ LATERAL OEVIATIo.{FROiT TI.€ PLAI$EO OFFSET S}TOIID EE KEPT TO A MINIMI-ill.

4. RIIIELE STRIPS SHALL BE MEAST.FIEO BY THE LII{EAR FOOT LOAIGITLDINALLY ALONIG TI.€ SI{OU-DER. PAYITGNT SHALL OiI-Y II.ICI-I.DE THATPoFlTloN oF Tl{E g'{oLr-DER ot.l Y{Hlcl{ RWBLE STRIPS HAVE BEEN coNrsTRtcTED. to ueagneuEli on pniueNr wrtr_-ee unOeFoFl cAPs. DRlvEwAYs. TURI\ouTS. oR orHER pL.ElLrc RoAo rNTERSEcrtor.ls ttr{RE RI-rBLE sintps nevE loi eEEN-cotlsrRudreo.5. Tl€ %' DEPTH sl-tALL GETERALLv APPr-y FoR Tr-€ ENTTRE 12' LENGTH. soME vARrATloN To surT sHo(rDER sLopE BREAKS MAy BE NECESSAR'.

<_TRAVEL LA]€

TRAVEL LAI€.-->EDGE LI

0u0[ 0000

SHO(IOER I2, GAP 48' FIII'BLE STR IP I2' GAPSHCI-I-OER

NOTE. GAP PATTERI\ S}.{ALL BE ADJt'STEO BY TIT EITGINEERIN TF€ FIELD ALLOWING FOR ORIVEIVAYS TO SERVEAS TI€ GAP.

DETA I L FOR GAP PATTERN RUMBLE STR I PPLAN V I EW

SPECIAL DETAILS

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TRAVEL LANE lT

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CONT I NUOUSYELLOW

TRAVEL LANEf

AA l6TRAVEL LANE

ASPHALT PAVEMENT CONCRETE PAVEMENT

LOCAT I ON PLAN OF CENTERL I NE RUMBLE STR I PES

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PLAN SECT I ON B-B SECT I ON A-ATRAVEL LA'E--->

EOGE L IT€

DETA I LS OF CENTERL I NE RUMBLE STR I PES

SHO(IOER

C€IERAL NOTES

I. RLIUBLE STRIPES SFIALL NOT BE IT.ETALLED OAI BRIOGE DECKS. APFROACH S-ABS. INTERSECTING STREETS OR ROAOWAYS.OR ACROSS TRAAISVERSE JOINTS OF COIrcf,ETE SFIOIDERS.

2. FN''BLE STRIPES SHALL BE MEASL,FIEO BY TI€ LIf€AR FOOT LOf\GITI.OINALLY ALOIG TIT CENTERLII€.

3. Tlt %' DEPTH SHALL GEI€RALLv APPLv FoR Trt ENTTRE 16' LEI{GTH. sor\E vARrATror.t ro surr sLopE BREAKS MAy BE TGcESSARy.

l-'l

PLAN V I EW

SPECIAL DETAILS

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TEMPORARY EROS ION CO..ITROL GEi€RAL NOTES TEi/FORARY EFIoSTON CONTROL QUANTTTTES - CLEARtt\c AND GRUBB|N|G

ROCK DlTClr C}€CKS (E-6) . 87 CU. yD.

SILT FENCE (E.II' . 2135 LIN. FT.

LEGEND THE QIJANTITIES AI€ LOCATIOi.IS OF THEEROSION CONTROL DEVICES SFTOMAI IN T}€PLANS ARE ESTIMATEO AIS MAY BE ALTEREDIF AT€ W€RE OIRECTED BY TI-€ ENIGII\EERTO MAXIMIZE TlfIR EFFECTIVENESS. TI€OEVICES ARE TO BE II.ISTALLEO tN AN AREAON-Y U+N Tl-{E SO|L OtSTtRBtNG ACTtvtTyIN THAT AFEA BEGINS.

@ = ROCK DITCH CHECKS

= SILT FENCE

REFER TO SECTION I IO OF TI-€ STAI\DARDSPECIF I CAT I ONIS FOR AOO I T I ONALREQU I REMENTS. -N- 't2, t1

CONST. c.L.2%.3A.342. t6' 43'Lf.oo.45'oo'

| 51. 93'303. a2.

PIADTLPCPTCLs

254.A6.4190.23

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S ILT FEl.lC€ ol\l RT. . I OO L I N. FT.STA.263.OO TO STA. 264.OOSILT FENICE Otl RT. . IOO LIN.FT

REVISIONS

coN6T. C. L,Pt . 262.06.79A . l'16'17'RT.D . OO'15'OO'T . 254.30'L . 5Oa.5a'PC . 259.52,49Pr . 264,61.07NO SIfER

CONST. C. L.Pt . 248.17.32A - 33.4a'52- Rr.o . a.oo'oo'T . 217.70'L . 422.@'PC . 245.99.62PT . 25O.22.3O

ll€mMAT rot{ Oft_Y

olTE 0fnEvls{x RCvlSOfl

CLEARING AND GRUBBINGTEMPORARY EROSION CONTROL DETAILS

:.00-l- ^i*r*uilqr]Jys.B? 4B)

.ao

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E-il

. 257..o. o20. Ztu'

E-6 E-il E-ilE-il

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z(,qlr}roo(loc

FEq&qsrm srllf F€O&M *Er I or4E{EIS

OTIEREYISTO

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OTTEntust0 OATE

t1E0

6 ARI(.

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LEGEND

coNST. C, L.Pt . 273.93.82A . 2'53'Ol'LT.D . I'45'OO'T . 82.41'L . 164.7g',PC.273.ll.4lPT . 274,76. t9e . O.Q36'/'Ls . 25O'

: RoCK DITCH CHECKS

F@-{= srLT FENcE

STA.27O.OO TO STA. 276.25SILT FENCE ON LT. . 4OO LIN.FT

TEITPORARY EROSTON COI.ITRON- C€[ERAL NOTES

Tr+ QUANT rT I ES AtD LOCAT I ONS OF Tt+EROSION COI\TROL OEVICES SHOVYN IN TI-€PLANS ARE ESTIMATED AND MAY BE ALTEREOIF AAD H{RE DIRECTED BY TT€ EIIGII€ERTO MAXIMIZE TT€IR EFFECTIVEIESS. TF€DEVICES ARE TO BE |I.ISTALLED tN AN AREAol\t-Y W{EN T}€ SOIL DISTTJFIBING ACTIVITYIN THAT AREA BEGII.IS.

/ ,/ L

ST4.265.50 TO STA. 269.00SILT FEl.,lCt ON LT. . 460 L|N.FT.

.85

.00 REFER TO SECTIoi{ IIO OF THE STANDARDSPECI F I CAT IONS FOR ADOI T I ONALREQU I REiiENTS.

$ "d"q

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No

iiI

27s i]\

".t" ol I1 .99'- I, c. AL

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't;F

CONST. C. L.Pl . 268.52. l8A . 49'46'la'RTD . ll'15'OO'T . 236..25,L . 442.41'PC . 266.15.93Pr . 270.58.34e .O. O98 '/'Ls . zrc'

rF

=!.c.

* 6,t:t 1l\i\

REVISIONS

OTTE 6REVIg(l{ REYIS|(}I

CLEAR ING AND GRUBB II{GTEMPORARY EROSION CONTROL DETAILS

Es

oG.@(\I

2(96.r!rloftoc

sr^rE F8&m *EfE

t0taffitsOTIE

EY6'!0rrEiaL0 **t o^rE

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6 rR&.IE UI 0503r5 tl 8a

TEIP(NARY ERGI(I\I C(I{TRI ETAILS

DAIE 6Rtvr6ro{ nEt E0r

TEMPORARY EROSION CONTROL GE]€RAL NOTES

*,.-.-i'

Tr.{E QIJANT r T I ES ArS LOCAT I ON|S OF Tl€EROSION CONTROL OEVICES SHOWN IN THEPLANIS ARE ESTIMATED At€ MAY BE ALTEREOIF At\D U'I{ERE OIRECTED BY TI€ ENGII€ERTO MAXIMIZE TI€IR EFFECTIVEI€SS. T1+OEVICES AFIE TO BE INSTALLED IN AN AREAot{-Y s,ltN Tr+ sorL orsTr-RBttlc AcTtvtTylN THAT AREA BEGttlS.

,IZ t7REFER TO SECTION I IO OF TI{ STAI€ARDSPEC IF ICAT IOT{S FOR ADDI T I ONALREQIJ I REMENTS.

oo/1'

r. c. E.

.00tt'@ rf ,- ''1;'^'.'ffi

52'

2A!'

REVISIONS

Ndl

ooNo.

coGi. c. r-.Pl . 294.03.81a . r.3o'34'RTD . l'OO'OO'T . 73.47'L.150.94'PC . 293.2A.34Pl . 8a.79.2ac '. O.O2l'/'Lg . 25O'

LEGEND

h .1

d

.14

F,i

I

@ = RocK DrTcH cHEcKs

@= SILT FENCE

//6**--''o.T

I

I

I

I

sT4.306.50 TO STA. 307.50SILT FE^ICE ON LT. . IOO LIN.FT.

oo NN

.@

.@t\N 8?

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ww

305

Fo

corlsT. c. L.Pt . 3OO.2O.63a . r9.r2'36'RT.D . 5.30',OO'T . 176.8,L . 349.27'PC . 298.44.34PT . 30r.93.62c . O.O88'/'Lg . 3OO'

STA.3O3.5O TO STA. 3O4.5OSILT FEI{CE ON RT. . IOO LlN.FT.

CLEAR I T{G AND GRUBB I t\GTEMPORARY EROSION CONTROL DETATLS

/

/

oc{F(\a

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DAIEfarco

6 ARI(.

JG }O. 050315 t2 a8]EIPORARY EROgION OO{TROL OETAILS

TEMPORARY EROSION CONTRO- GE'\ERAL NOTES

LEGEND coNsT. c. L.Pl . 311,74.77A .20.06'09'LrD . 4'3O'OO'T . 225.6e,L r 446.72'PC . 309.49. 09PT . 313.95.41c . o.o78'/'Ls . 25O'

TF€ qJANT I T IES AI€ LOCAT I ONS OF T}{EEROSION COAITROT- DEVICES SHOW\ IN THEPLAI.IS ARE ESTIMATEO AND MAY BE ALTEREOIF AI€ WI€RE OIRECTED BY TI€ ENGINEERTO MAX IM IZE TI-{E IR EFFECT IVEI€SS. TI{OEVICES ARE TO BE INSTALLEO IN AN AREAON-Y TVHEN TI+ SOIL DISTI.FIEING ACTIVITYIN THAT AREA BEGINS.

cor\sT. c. L.Pt . 317.78.AOA .9'ol'29'LT.o . 3'r5'oo'T . 139. l3'L . 277.69'PC . 316.39.27PT . 319.16.95e . o.06l'l'Ls . 25O'


F-@-t= srLT FENcE

REFER TO SECTION I IO OF TI{E STA]\OARDSPECIF ICAT lOa.lS FOR ADO| T TONALREQIJ I REMENTS.

I

STA,3lO.OOSILT FEIrcE

TO STA. 3l l.iON LT. . 125 L

25I N. FT. STA.3l5.OO TO STA. 319.50

SILT FEIICE Ol',1 LT. . 45O LIN.FT.

rtotl T APERt)

,

-i

I

ADDI

I ot\

NNooo

i1}F

oo(v)

.50.25 *

fif, oo

PROPOSED ww'a{

"lN

tra

REVISIONS

OATE OF

REYISOInEusrot

CLEARING AND GRUBBINGTEMPORARY EROSION CONTROL DETAILS

IJa

.003r5

I

Fo(\tsGT

z(,cr.Ir)o(!oG

s?rrE .Eo&M *:tE

IOTI*EIS

DATENEYET!

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OAIERtVrst0

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6 ARI(.

JG IO. 050315 r3 8aTEFORARY EROSIC{ CONTR(L OETAILS

TEMPORARY EROSION CONTRoL GEI.IERAL NoTES

LEGEND

TI+ QUANT IT IES AI\D LOCAT IOI\IS OF T|{EROS I ON CONTRO{- DEV ICES SHOW\ IN TI.€PLAIIS ARE ESTIMATED ANO MAy BE ALTEREDIF AI\O WHERE OIRECTEO BY TI-€ ENGII€ERTO MAXIMIZE THEIR EFFECTIVET€SS. THEOEVICES ARE TO BE INISTALLEO IN AN AREAolv_Y !u+N Tl€ sotL otsTuREtNtG AcTtvtTyIN THAT AREA BEGINS.

co tsT. c. L.Pt ' 256.38.34A . 2' 16'43'LTD . OO'45'OO'T . 151.93'L r 303. a2'PC . 254.a6.41PT - 257.90.23e .O.Q2O '/'Ls . 25O'

@ = RocK DrTcH cHEcKs

F-@l= srLT FENcE

REFER TO SECTION IIO OF TI.€ STAI\DARDSPECIF ICAT IOT.IS FOR ADOIT IONALREQU I REMENTS. -N-

TEMPORARY EROSTON COATTRO{_ QIJANT|T|ES - STAGE I lL /? /tSILT FENC€ ( E.I I

'. 2060 LlN. FT

TEMPORARY EROSION CONTROL qJANTITIES - RETAIN

ROCK OITCH CF€CKS (E-6) . 87 CU. yO.

SILT FENCE (E-III. 2135 LIN. FT.

q", lffjtl

dt

orO

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I

I OO' TRANTS I T I

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coa{sr . c.L.262.0,6.79r.16'r7'RT.oo. I 5' oo'254.30.50a.5a,

259.52.49

CONST. C. L.Pt . ?48.17.32A . 33'48'52'RTD . A'OO'OO'T . 217.70'L . 422.@'Pc . 245.99.62PT . 25O,22.3O

r€oRMAT |ot{ OIV_Y

REVISIONS

PIADTLPCPTNO

.61. 07

OATE CREVrsrd{ REvrsrca{

STAGE ITEMPORARY EROSION CONTROL DETAILS

.L-JQAET

I ;73

=- I ., I>-4E-il

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st^tE FEOO M ffiIE

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5 ARr(.

JG }dI 0503r5 t4 8aIEIPORARY ERO6IO{ COT{TROL DETAILS

TEMPORARY EROSION CONTRO{- QUANTITIES . STAGE I

SILT FENCE (E-II) . 2060 LtN. FT

LEGEND TEMPORARY EROSION CONTROL QUANTITIES . RETAIN

ROCK OITCI{ CI+CKS (E-6) . 87 CU. YO.

SILT FENCE (E-ll).2135 LlN. FT.

coNsT. c. L.Pt - 273.93,82a . 2'53', Ot'LTD . l'45'OO'T . A2.41'L . 164.78'.PC . 273.1 l.4lPT - 27a.76. t9Q - 0.036'/'Ls' 25O'

TEII,PORARY EROSIOI.I CONTROL C€IERAL NOTESE' = ROCK DITCH CHECKS

F@{ SILT FENCETt-€ I OF Tl€

I TF€EROS INALTEFIEO

II\EERIVENIESS. T}€'ALLEO IN AN AREA

SOIL DISTURBIITG ACT IVI TYBEG I t{S. Ll ,l1

REFER TO SECTION I IO OF TIf STAISARDSPECIF ICAT IONS FOR ADOI T IOITALFEQU I REMENTS.

/

v #c. l"

,.-'.',,,]

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COl.lST. C. L.Pl . 268.52. 18A . 49'46'la'RT.D . l l'15'OO'T . 236-25'L . 442.41',PC . 266.15.93Pr - 27O.5A.34e .O.O98 '/'Lg . 25O'

REVISIONS

orrE 0fnEv6(X{ nEYls|oil


-p

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tu91

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OTIErlED d$'ilo 0ArEFTED srlrE rElLao ru

TEMPORARY EROSIOT{ CONTROI- QIJANTITIES - STAGE I ART.

slLT FEtlct ( E- | l, . 2060 LlN. FT. ,rro,

TEIPORARY EROSION CONTROL QIJANTITIES - RETAIN

ROCK OITCH qfCKS (E-6, . 87 CU. YD.

SILT FEI\CE (E-lll.2135 LtN. FT.

TEMPORARY EROSION CONTROL GEI€RAL NOTES

THE QUANTITIES AT€ LOCATIONS OF THEEFloSIot.I Coi{TRON- DEVICES SI{OWN lN Tl{PLAAIS ARE ESTIMATED AI9 MAY BE ALTEFEOIF AI9 SII€RE DIRECTED BY II€ EIIGI]EERTO MAXIMIZE TI€IR EFFECTIVEI€SS. TIfOEVICES ARE TO BE IT{STALLEO IN AN AREAoltY $,r€N Tr€ sorL DrsttfBtNc AcTtvtTyIN THAT AREA BEG|tlS.

t4llL 1FIEFER TO SECTION I IO OF T}€ STAI€ARDSPECIF I CAT IOI\S FOFI ADOI T I OI{ALREQIJ I FEIENTS.

@

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REVISIONS

PIADTLPCPTeLg

294.O3. Al| .30' 34'RTr.oo.oo.75.47',| 50. 94'

293.2A.34294.79.2Ao.o2l'/'

D^IE (f,RtYIsrOr nEY60ir LEGEND


@{= srLr FENcE

effi-,,*.-a*f

I

I

I

I.75 .40 oo No|

,-

-r--?.80

:8.l,IJ .20

wtfi

tso v

cor€T. c. L.Pt . 300.20.63A . |9.r2'36'FlT.D . 5.30'OO.T . 176.*,L . 349.27'.PC . ?9A.44.34Pr . 30t.93.62c . O.O88'/'Lo . 3OO' STAGE I

TEMPORARY EROSION CONTROL DETAILS

+"ff ---- _CQ!ET.J

tt .-w

t. to s 47t21'6' E .O2l

I

;

.75 305

.70

6

I

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sIllE aE&& M ffiIrc.

IOI&SI{EE TS

OAIEnE$s{,

DAIEFlla0

OAIERtvrsEo

OATEFLI'O

6 ARl(.

JE ITO 0503r5 r6 aaIETP(nARY EROSIO{ CONTR(I ETAII S

TEMPOFIARY EROSION CONTROL QUANTITIES - STAGE I

SILT FENCE (E.II} - 2060 LtN. FT.

LEGEND TEMPORARY EROSIOf! CONTROL QUANTITIES . RETAIN

ROCK OITCH C+€CXS (E-6) . 87 CU. YO.

SILT FEIICE ( E- l I ). 2135 LlN. FT.

coNsT. c. L.Pr .311.74.77a . 2O.O6'O9'LTO .4'3O'OO'r . 225.6A,L t 446.72'PC ' 309.49. 09PT . 313.95.81e . o.o78'/'Ls . 25O'

cor{sT. c. L.Pt - 317.78.40a .9.Or',29'Lro .3.r5'oo'T . 139. 13'L - 277.69'PC . 316.39.27PT . 319.16,95e . O.06l'/'Ls , 25O'

@ = nocx DrrcH cHEcKs

F-@{= srLT FENcE

IL 11TEiiPORARY EROSlOa.l CONTRO{- GEiGRAL NOTES

THE QT,JANTIT|ES AIS LOCAT|OilIS OF THEEROSIO'{ CO{TROL DEVICES SI{OITN IN TF€PLANS ARE ESTIMATEO AI€ MAY BE ALTEREDIF ANo W{ERE DIRECTEO BY TI{ EIIGII\EERTO MAXIMIZE TI.€IR EFFECTIVEI€SS. TlfOEVICES ARE TO BE II.ISTALLED IN AN AREAON-Y WT€N TI+ SO IL D I STIRB INIG ACT I V I TYIN THAT AREA BEGINS.

REFER TO SECTION I IO OF TI-€ STAAIOARDSPECIFICAT IONS FOR ADOI T IONIALFIEQU I FIEMENTS.

,)IT roN T

.20 ADO

NNoi(f)

9

;

I oN

.00 ,00.70

o()o

-\-34

&

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sAtsN

.70 .20.@ .@ (!

o

REVISIONS

OATE trRtvrsro{ REvrsn{


tL

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Fo(\'ts(\

zrJerat6o(toc

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rot4sl€Ers

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JE IO. 0503t5 t7 aaTEIPORARY EROS|(I.| CO.|TRoL tFTAll s

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-s

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-:lfi-6'EN '21

E-6T?ngli TII/TTBcoaEir-r#{r+

{-il

TEITIPORARY EROSTON CONTFIOL GENERAL NOTES

LEGEND THE qJANT I T I ES ANO LOCAT I Ol.lS OF THEEROSION CONTROL DEVICES SHOW\ IN TI{EPI-ANS ARE ESTIMATED AI\D MAY BE ALTEREDlF At\D WHERE OIRECTEO BY Tr{ ENGTNEERTO MAXIMIZE TI€IR EFFECTIVEI€SS. TI+OEVICES ARE TO BE INSTALLED IN AN AFIEAOI{-Y WN TF€ SOIL OISTI-FIEINIG ACTIVITYIN THAT AFEA BEGINS.


F-@+= srLT FENcE

cor{sr. c. L.Pl . 256.38.34A . 2'16'43'LTO " OO'45'OO'T ' 151.93'L . 3O3. a2'PC . 254.46.41PT . 257.9o.23c .O.O2O '/'Ls . 25O'

TEMPORARY EROSION CONTROL QUANTITIES. STAGE 2ROCK OITC-H C|€CKS (E-6) . 6 CU. YD.

SILT FENICE (E-ll) .29O LtN. FT.FIEFER TO SECT ION I I O OF T}€ STAI\DARDSPECIF ICAT IOAIS FOR ADOIT IONALREQU I REMENTS. -N- rLfiut,,TEiIFORARY EROSIOI Cot.ITROL QUANTTTTES - RETATN

SILT FEllCt (E-ll) .2060 LtN. FT.

ROCK OITO{ CF€CKS (E-6, . 87 CU. YO.

SILT FEI\CE (E-II). 2135 LIN. FT.

li

ooooN

Fo

FaFo

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oo

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i oNlo

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ti

15

+

LM 4.8r

CONST'. c. L.262.06.79r.16'r7-RT.oo. r5'oo'254.30'rca.5a,

259.52. a9

CONST. C. L.Pt . 24A.17.32A . 33.4a'52'RT.D . a'OO'OO'T . 217.70,L . 422.6A'PC . 245.99.62Pr . 25O,22.3O

REVISIONS

PIAoTLPCPTNO

O^IE GREv30t RCYls6{

.6r. 07

STAGE 2TEMPORARY EROSION CONTROL DETAILS

l|fORMATlOtrt ON_Y

!

\ \\+

Fo(\F(\a

zocrtroo(!oG

FE9&BStm STT'E FEo& ru. *EI

mror4

srEE rslTI€

nEus€o.}TIEFalf0

OAIERtvrst0

OAIEFfED

5 lRr(.

JG t{O 0503r5 r8 88IEIPORARY ERO6I(I{ C()iITR(L DETAILSLEGEND

TEMPORARY EROSION CONTROI- QUANTITIES - STAGE 2ROCK DITCH CI'€CKS (E-6, . 6 CU. yO.

SILT FENCE (E-ll) = 29O LtN. FT.

TEiiFORARY EROSTON CONTROL QUANT|TtES - RETATN

SILT FENCE (E-II) . 2060 LIN. FT.

ROCK OITCH CHECKS (E-6) = 87 CU. yD.

SILT FENCE (E-ll).2135 LIN. FT.

coNsT. c. L.Pt . 273,93.82a .2'53'OrLrD . l'45'OO'T . 8,2.41,L . 164.7A'PC . 273.11.41PT . 274.76. t9c . O, 036'/'Ls . 25O'

TEUPORARY EROSION CONTRO{- GENERAL NOTES


= SILT FENCE

Tr-€ QUANTTTTES ArD LOCAT|ot.IS OF Tt€EROSION CONTROL DEVICES SHOWN IN THEPLANIS ARE ESTIMATEO AI.ID MAY BE ALTEREOIF AIS ITI€RE OIRECTEO BY TI{ EI{GINEERTO MAXIMIZE TI+IR EFFECTIVEI.IESS. THEOEVICES ARE TO BE INSTALLED IN AN AREAoN[-y $r€N Tt-€ sotL DtsTtFBtttG AcTtvtTyIN THAT AFIEA BEGINS. IL nFEFER TO SECTIOAI IIO OF TIT STA]SARDSPECIF ICAT IOAIS FOR ADOIT IONALREQU I REMENTS.

G

vi .d"c.

o)

\i

()o

oo.

4".**

o. I - --r.c.E

vlN"e r:y'oir.orv

6

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CONST. C. L.Pl . 26a.52. laA . 49'46'18'RT.D . tt.l5.oo.T t 236.25'L . 442. At'PC . 266.15.93Pr . 270,8.34e .O. O98 '/'Ls . 2&'

REVISIONS

oltE sREUSTOI REVIS(II


I

-"24- \

<q€t.

ct(\a

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5taI FEreMOTIEREY6EO

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DAIE 6REVISI| ntv6tx

TEMPORARY EROSION COI.TTROL QUANTTTTES - STAGE 2TEiPORARY EROSIO'{ CONTROL GEI€RAL NOTES

FlocK DrTcr{ cr€cKs (E-6t . 6 cu. yD.

SILT FEiICE (E-llt .29O LtN. FT.

SEDITIENT BASIN (E-14, . 16 CU. YO.

Trf QIJANT|T|ES At€ LocATtotvs oF lt.{EEROSTON COa{TFTOL OEVICES SHOTVN tN Tt-€PLANS ARE ESTIMATED AI9 MAY BE ALTEREDIF AIO U,IfFE OIRECTED BY TI{ EI.IGI]€ERTO MAXIMIZE TF€IR EFFECTIVET€SS. TITDEVICES ARE TO BE II{STALLEO IN AN AFEAON-Y II'I{N TIf SOIL OISTIfBII.IG ACTIVITYlN THAT AREA BEGll.tS.

TEUPORARY EROSTON CONTROT_ QUANT|T|ES - RETATN

SILT FEI\CE (E-ll, . 2060 LlN. FT.

ROCK OITCH O€CKS (E-6r . 87 CU. YD.

SILT FEI{CE (E-lll.2135 LlN. FT.FEFER TO SECTION I IO OF TI€ STAI€AFD

i!

SPECIF ICAT IOhIS FOR AODI T I ONA-REQIJ I RETENTS.

l2 IL t7r,

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REVISIONSLEGEND

PIADTLPCPTGLs

294.O3. ar| .30'34'RT.r.oo, oo.75.47'I 50.94',

293.4.34294.79.28o.ozt'/'250'

',,'***---L

r.eih.il

a

+14 T

- -90!EI.-LrutIq- ---


lrcrrl=xx an fo

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SEDIMENT BASIN

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PROPOSED R/W

---p

coirsT. c. L.PIADTLPCPTeLg

. 300.20.63. l9'12'36'RT.- 5'30'OO'. 176.4'. 349.27'- 298.44.34. 30r .93.62


--_-:*-'% *@

"f6'\61{ ti"urrg

---II.LJS_-€qNSI

.75

o. o88'/300'

303

/

/

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srrrc as{M SEIEIOI4sr(rrs

0rrEEUSEO

0rrEf tlao *i'lt DITE

r1ED

5 rRL.n xG 0503t5 n 8a

IEIPMARY ERGI(II GOITRI ETAILSLEGEND

TEI/PORAFIY EROSION CONTROT- @TANT|T|ES - STAGE 2ROCr( DITCH C-I{ECKS (E-6, . 6 CU. yO.

SILT FEIICE (E-llr . 29O LtN. FT.


@{= srLT FENcE

TEMPORARY EROSTON CONTROL QUANT|T|ES - FETATN

SILT FEt\tCE lE-lll .2O60 LtN. FT.

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SILT FEI{CE (E-11,.2135 LtN. FT.

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TEI/FORARY EROSION CONTROL GE]€RAL t{oTES1

Tr{E QTJANT I T tES At\lD LOCAT I Ot\S OF Tl+EROSION CONTRO- DEVICES SI{OWN IN TI{PLANS ARE ESTIMATED AND UAY BE ALTEREDIF AIO YIIf,FE OIRECTED BY TI+ ENGIT€ERTO UAXIMIZE TIfIR EFFECTIVEI€SS. TITOEVICES ARE TO BE INSTALLEO IN AN AREAot\t_Y w+N Tt€ SO|L otsTt.RBttlc AcTtvtTyIN THAT AREA BEGI]\S.

REFER TO SECTION IIO OF TI€ STAIQARDSPECIF ICAT I OT€ FOR ADOI T IONALREQIJ lREI/ENTS.

1 APER 5

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STAGE 2

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STAGE I

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STAGE 2

MAINTAIN TRAFFIC ON EXISTII\G LAI€S.WIDEN TO TI{ RT. CO{\STRL'CT ORIVEWAYSA^D II€TALL SIDE ORAINS ON RT.

STAGE 3

PLACE FINAL 2' OF ACI{II SIJRFACE COLGISE.II{STALL FINAL STRIPII\lG.SHIFT TRAFFIC TO FINAL SURFACE.

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ONI PAVEMENT MARKINGS.DRAINS A1€ DRIVEWAYS ON LT.ll.ls ON LT.

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STAGE 2

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13 TRAFFIC DRII'So co. Ro. T|.RNOUT

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4 TRAFFIC DRUMSo oFlwY.

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STAGE 2

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STAGE 3

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TOTAL FOR STAGE 2 QUANTITIESTRAFFIC ORIJMS (20' O.C. )

TRAFFIC ORII'S O DRIYY.

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ON LT

STAC€ 2MAINTAIN TRAFFIC ON EXISTING LA]€S.WIOEN TO TI.€ RT. COT{STRIrcT ORIVEWAYSAI\O INSTALL SIDE DRAINS ON RT. 1

STAGE 3

PI-ACE FINAL 2' OF ACHI SLFIFACE COLRSEINSTALL FINAL STRIPIT{G.SHIFT TRAFFIC TO FINAL SI.RFACE.

4 TRAFF IC DRIJMSO DRIYY.

TRAFFIC DRUMSo roo, o.c.

TRAFF IC ORTJMSo loo' o.c.

t

4 TRAFFIC DRIJMSO DRIVY. TRAFF IC DRIJttlSo roo' o.c.

4 TRAFFIC DRLT'So DRr|trY.

ttrql; IT'r_-J

I.l{%l

FJ:8

-\ o--300 \--

cdldf, f,u'6___i

I r)

\_ \ - -rfu

o

VERT ICAL PAI€LS O 5,o' O. C.

VERTICAL PAI\ELS O 50' O. C.

coN\tsT. c. L.Pl . 3OO.2O.63A . l9'l2'36'RTD .5'3O'OO'T . 176.29'L r 349.27'PC . 29,a,44.34PT . 30r.93.62e . O.O88'/'Ls . 3OO'


]oB.T,'&.4'

-<-'i/cFrJ'un-

+--

Fo

't305

o(\lo

z(,c(!6o.flod

slllE F€osM ffiIrc.

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OIIENEYls€I'

OAIEF]EO

0rtEitu$0 OAIEralfo

6 ART.

Jt t€. 0503r5 32 aaMA&{IENANCE OF IRAFFIC

SEQIJENCE OF CONSTRUCT ION

STAGE I

MAINTAIN TRAFFIC ON EXISTINIG LAT€S.!rQE\ ON LI, AND PERFORM LEVEL|NG OpERArtOr\S.PLACE CONSTRIJCTION PAVEMENT MARKINGS.CONSTRUCT CROSS ORAINIS AND DRIVEWAYS ON LT.II{STALL SIOE ORAINS q{ LT.

STAGE 2

MAINTAIN TRAFFIC ON EXISTII.IG LAIIES.WIDEN TO T}€ RT. CONSTRIJCT DRIVEWAYSANO INISTALL SIOE ORAII,IS ON RT.

STAGE 3

PLACE F INAL 2' OF AC-I{' SI.RFACE COURSEINSTALL F INAL STRIPIT{G.TIFT TRAFFIC TO FINAL SLRFACE.

CONST. C. L.Pr . 3.l1.74.77A .20.06'09'LTD .4'3O'OO'T . 225.68'L . 446.72'PC = 309.49. 09PT.313.95.ale . o.o78'/'Ls . 25O'

cor.,lsT. c. L.Pt . 317.78.40A .9.Or'29'LT.D .3'15'OO'T . r39, t3,L . 277.69'PC - 316.39.27PT . 319.16.95. . o.06l'/'Ls . 25O'

L

TRAFFIC OFUMSo roo, o.c.E

6 TRAFFIC ORI-riSo oFtwY.TRAFF I C DR'I.ItrSo roo. o.c. {

r APERt)

I

!

ADOI i rot'to

t.)i N

NoG}

9

F

ono i

-\--\_ ,/ h'Br. tiri-,rs-c fr

I

3ra- \_

_ -qNSI L.UrrJs.

t\N

3t5

VERTICAL PAI\ELS O 50' O.C. F\

VERTICAL PAIELS O 50' O.C.o

(L

Io


+_{_

@

tso(\lts(\I

zoe(!roorooe,

st tE FE&O M. 5Erc.

IOI4gIEEISolrt

nEvlsuOTI€

FfEO dfrlEo OAIEFLIIO

6 lRr(.

Jf, ilO 0505t5 33 aaPERUAItrNI PAVEIINI UARING DETAtrS

cor\sT. c. L.Pl . 256.3a.34L .2'16'43'LT.D . OO.45'OO'T . r51.93,L . 303.42',PC.254.86.41Pr . 257.90'23e . O.O2O'/'Ls . 25O'

-N- I 7

o(,ooN

<'Fa 65',

FoFo

st ('lNooa\oNFA

6' OBL. YELLOVYELLOW CENTERI-II€(TYPE tt RPMo 80,O.C.) 6' WTITE EDGE LII€IOO'TRANISITION

3

N 87.1 E

No(rt a5 ru 265

rlooio

st(r)

ost

NoonNFo_

o_

(L

LMI4.a

JI

T}€FIiIOPLASTIC PAVEMENT MARKII\GS

I TF€ 6' YELLOVy STRtPtr{G QUANTITY HAS BEEN ESTTMATED BASEDON A OOI.BLE YELLOW CENTERL,INE STRIPE FOR TI-€ ENTIRE PRO]E'TJEE ERqJECT MUST BE MARKED FOR PASSII\G/T.IO PASSII{G ZONE'PRr98 TO Ttt PLACETTENT oF ANy FTNAL STRtptNG. CONTACT il{UATNIENAT\C€ OtvtstoN AFTER TF€ FTNAL L|FT OF SURFACE COI-F|SEHAS BEEN PLACED TO SC1+DU-E TI{E ZONII\G OF TI-€ PROJECT.

6' wl|TE SOLID6' ${ITE SXIP6' OBL. YELLOiV

129741276r 3260

L IN. FTFTFT

LILI N.

RAISED PAVEMENT MARKEF'S (TYPE I I'YELLOVYELLOW . a3 EACH (AO' O.C. IVrl{lTElREO . 72 EAC*a (8O' O.C. t

cor{sT. c. L.Pt . 248.17.32A .33.4A',52'RrD . a'OO'OO'r . 217.70'L - 422.@'PC . 245.99.62Pr - 25O.22.3O

rt\toRMAT r oN or{_Y

co|€T. c. L.Pt . 262.Q6.79A . l'16'17'RT.D . OO'15'OO'r . 254.30'L . 504,58',PC = 259.52.49PT = 26a,61.o7NO SI.PER

t .34 23--: 12,E

PA DETA I LS

/

.Et . /

No(\

(\I

z(Jc(!rto(!oG

sr^rE .go&MDAIEEust

OAIEFrL0 DAIIsEuS€0

OATEff,rco

6 ARI(.

JG t(I 34

6. DBL. YELLOV(TYPE II RPMOCENTER- I NE 6. WH I TE EOGE L It\E CONST . c.L.

273.93. A22.53',Or LT| .45,O0.8,2.41'164.7A,

c.) PIAoTLPCPTeLs

o

*!- stl

/Z

27o

o,

oo. o

27s

6. WHITE SXIP LIIE(TYPE III WIIITE/REO FPMo 80' o.c.rcot.rsT. c. L.Pl . 268.52. 18A . 49'46'18'RT.D . l l'15'OO'r . 236.25'L . 442.41'rc. 266.15.93Pf . 270.58.34c . o.o98'/'Ls . 25O'

o, U24J

corI'

---d480

STR P I\G TY HAS MA'TED BASEDYELLOW STR RE PROJECTl,iJST

TO Tt-€ P r,,lc,OFMAINTENANCE DIV

HAS BEEN PLACEOL

r,,lc OF Ttt

6' W+{rTE EOGE Llr€

6' OEIL, YELLOVYELLOW CENTEFU-I]€( TYPE I I FlFIvl o 80' O. C. )

oF)o

o-

Rr2O

.90 6-

2ao a5 290sfodtNdloNo0_

295

6. W{ITE SKIP LINE( TYPE llt W{ITVRED RPirlo 80' o.c.)

N()ooNo

co rsT. c, L.Pl . 294+03.81A . 1.3o,34'RT.o . r.oo'oo'T r 75.47'L . 15O.94'PC . 293.2a.34PT . 4a,79.28e . O.O2l'/'Ls'25O'

PERMANENT PAVEMENT MARKING DETAILS

No(\ttsGT

z0q(!6o(loe

slarE .EreM *Er&IOII

sl€E ISOATE

NEY'SEOt^IC

FAIEOOAIE

RtYrst0DIIE

Farao

6 lR(.Jf, rl0. 050515 35 aa

PERUA]trNT PAVEIINT YARI(h6 DEIAILS

6' WTITE EDGE LItE6' WH( TYPEo 80'

ITE SK IP L II.IEII ) YVT{ITEIFIEO RPMo.c. l 17,

o.

--No

tsJ

8tr)(r)

a

300

305

tsa

# 3to6. WHITE SKIP LII€(TYPE tt RPMo 80,o.c.t

coNlsr. c. L.Pt . 300.20.63A . l9'l2'36'RTO .5'3O'OO'T . 176.4.L . 349.27'PC . 2%,44.34PT . 3O1.93.62e . O.O88'/'Ls . 3OO'

cor{sT. c. L.Pr . 311.74.77a = 20.06'09'Lr.D . a'3O'OO'T . 225.@'L = 446.72'PC . 309.49. 09PT . 313.95.aIe . Q.O78'/'Ls - 25O'

. TrE 6' YELLOW STRtPtt\G QIJANT|TY HAS ETEEN ESTTMATED BASEDON A OOT,BLE YELLOW CENTER-II€ STRIPE FOR T}€ ENTIRE PROJECT,TI+ PROJECT iilJST BE MARKED FOR PASSII.IG,/NIO PASSING ZOI€SPRIOR TO Tl€ PLACEiiENT OF ANY FTNAL STRtPtLtG. CONTACT Tl€MAINTENAI{CE OIVISION AFTER TI{ FINAL LIFT OF SI-RFACE COLRSEHAS BEEN PI-ACEO TO SCIfO(IE TI+ ZOt.IIIIG OF TIT PROJECT.

co rsT. c. L.Pt . 317.78.40A .9.Or'29'LTD . 3'15'OO'T . 139. l3'L - 277.69'PC . 316.39.27PT . 319.16.95e - O.O6t'/'Le. 25O'

o

ONTt)

rTto6- VFT I TE EDGE L II€

6. DBL.(TYPE IIYELLOV YELLOW CENTERL I I€

RPU o 80' O. C. ,

NNoioo6o0.

<!F

@

(.)o(r)

L

Fc fr

3rO*o

t\c|0

4 +TE SKIP LII\EI I' SHITE/REO RPMo.c.,

6' W{( TYPEo 80'

3t5

PERMANENT PAVEMENT MARKING DETAILS

Fo6toi,

z(,c(tirolrtoe.

slll€ FEreM EIrc.

IOI4SIiCEIS

0^rEGYISEO

OTTEFllao

OAIERtvrsEo

0lrEFflrEo

6 AR(.

Jf, [O 0503t5 36 aaCUANT I T IES

WARNING SIGNS AND

SIGNNUiltBER DESCRIPTION SIGN SIZE

STAGE 1 STAGE 2END OF

JOBTIAXIMUMNUMBER

REAUIRED

TOTAL SIGNS REQUIREDVERTICALPANELS

TRAFFICDRUi'ls

BARRICADES (TYPE III)

RIGHT I LEFT

T. 2 I48AA' 2 2 32.0 I

IO FT. 2 2 Ivv20-1 48'x46' 3 3 4A.O I

OO NOT PASS 24"AO 6 6 30.0 ISHOIJLDER CLOSED 6 I

R11-2 ROAD CLOSED 4EX30', 5 50.0 II

II

TYPE I[ BARREADE-RT. (1 6') 4A ITYPE ri BARRCADE-LT. (16) 2 I 32

I

VERTEAL PANELS 85 a2 85 ITRAFFC DRUMS 270 270 I

I

I

Il5

IZ t?, t1

NOTE: DEFINEO FI SECTON 604.03,

ROAOWAY FOR THE FULL LENGIH OF THE JOts. TTilS IS TFIE MAXIMIJM QUAN'ITTY REOURED TO ALLOW THE CONIRACTORTO NOrcH ONE MLE, BACKFLL TO A PONT WHERE IHE VERI1CAL OIFFERENIIAL IS 4" OR LESS. ANDTHEN NOTCH ANOTHER ONE-MILE SECTON. TH6 E IHE MAXMUM NUMBEROF VERT]CAL PANELS1}IATW[-L BE PAID FOR, REFERTO SECI}CN 603.02 OF THE STANDARD SPECFICAIIONS FORCONSIRLrcTON REQUIREMENTS.

PAVEMENT PAVEMENT MARKINGS

DESCRIPTION STAGE t STAGE 3CONSTRUCTION

PAVEMENT*IARKINGS

RETiOVAL OFPER}IANENTPAVEMENTMARKINGS

RAISED PAVEI{ENTTHERiIOPLASTIC

PAVE[IENT "ARKING

TYPE II(WHITE/REO)

LIN. FTTRUCIbN PAVEMENT MARKINGS

REMOVAL OF PERi,ANENT PAVEMENTMARKINGS I

PAVEMENTI

E3 II

| 142fi1 3260 I

II

II

TOTALS: 200 72 83 I 11250 '13260IN SECTON

NOIE: THE 6" YELLOW STRPNG AUANTMT HAS BEEN ES'IIMAIED BASED ON A DOI.ELE }€LLOW CENIERLINE STRIPE FOR]HE EIMRE PROJECT,THE PROJECT MUSTEE MARKED FOR PASSING/NO PASSING ZONES PROR TO THE PLACEMENTOF ANY F[']AL STRPING,CONTACTTHE MAIN]ENANCE DMSION AFIER ]HE FT,IAL LIFTOF SURFACE COURSE HAS BEEN PLACED TO SCHEOULE THE ZONTNG OF IHE PROJECT

QUANTITIES

v\2G1

I

I

I

I

I LIN. FT.

I rir^n

tso(\loro

z(,c(lrto(toE

fED&usrJro strt: FEM M. *EI

rc.rorrtsErsOATE

EUSEOOTIEFflf0

0rtEntYISIO

OAIEFAUED

6 ARI(.

J(E IO. 0503r5 37 8aq,JANT I T IES

AND GRUBBING

STATION STATION LOCATIONCLEARING GRUBBING

ST

320+30 MAIN LANES

TOTALS:

STATION SIDE LOCATIONwloTH

PORTLANDCEfi4ENT

CONCRETEORIVEWAY

ACHM SURFACEcouRSE (12")220 LBS.PER sa. YD. (PG 611"2)

AGGREGATE

BASE COURSE(cLASS 7)

SIDE ORAINSSTANDARO ORAWNGS

16 32 PCC-I. PCM-l_ PCP-l. PCP-2RT 47.A4 5.26

20 40LT, u.21 7.06 ,cc-1, PcM-'t, PcP-1, PCP-2

24.62 2E44.73 4.92

16 38RT, 578.59 63.64 PCC-I, PCM-l, PCP-1, PCP-2

16 44LI RIVER BLUFF RO, TURNOUT 736.12 80.97

270+57 16 30 PCC-l. PCM-I. PCP-1. PCP-2ROCKING TRD. TURNOUT 1E2.78 20.11 74.64

20 113.8'1 38 PCC-1. PCM-1. PCP-1. PCP-276.65 8.43

167E.79 8.67 32.17 PCC-I, PCM-,, PCP-1, PCP-2

261+90 '16 2A PCC-I. PCM-1. PCP-1. PCP-210.24 38.02

2A6+14 LT, PCP-1, PCP-25.31 19.72

:€0+10 LT, 53.10 2E PCP.224.26

294+29 LT, 67.76 27 678.68

306+04 LT, ,PCP.24.60 17.O7

3'13+43 LT, 73.72 PCC-I, PCM-1. PCP-1. PCP-2

ENTIRE PROJECTTEMPOR/

113.81 355.44 15 r9.44 810

rf tt

AND DISPOSAL OF

STATION LOCANONSIGN

FOUNDATIONSPOSTS SIGNS PLANTERS

LT254+80

LT,254+75 LT,

LT.256+90 LT, 1 1

LT,

257 +45 LT, 1

LT, 2

4

ACHM SURFACE COURSE (r2").....................94.7% MtN. AGGR......_...........5.306 ASPHALTBTNOERMAXIMUM NUMBER OF GYRATIONS = 1 ls FoR PG 64-22

. Q(ANTTTY ESTIMATEDSEE SEC'IION 104-03 OF THE S]D. SPECS,TO BE USED IF AND WHERE OIRECIEO BYTHE ENGINEER.

NOTE: FOR R,C. PIPE CULVERTINSTALLAT]ONS USE TYPE 3 BEDDING UNLESS olHERw}SE SPECIFIED,NOTE: FoR C.M. PIPE CULVERTINSTALLATIONS USE TY"E 2 BEDDTNG UNLESS OTHERWEE SpECFIED.

STATION DESGRIPTION

REINFORCED CONCRETE PIPECULVERT FLARED END SECTIONS FOR R.C. PIPES souo

SODDINGWATER

sTo. owc. Nos.

LIN. FT so.YD.CONSI 36" X 54'R,C, PIPE CULVERT u o.21 PCC-I, FES-'1, FES-2

264+06 T. DBL. 3O'X 76'ON 15^ LT. FWD. SKEW RC. PIPE CULVERT 4 14 PCC.1, FES-1, FES.2ONST, 24"X70' RC PPE CULVERT 2 0.10 PCC-1. FES-1, FES-2

268+402eg{1

:ONST 24"X72'ON 30^ LI FWD, SKEW RC PiPE CULVERTCONST.24'X6E' RC PPE CULVERT 0.10 PCC-1. FES-1. FES-2

307+0931 1+47

}ONST, 24"X70' RC PPE CULVERT 2 PCC-1, FES-1, FES-2CONST,24"X7O' RC PPE CULVERT 70 6 0_1 0)ONST, 3O'X76' RC PPE CULVERT 2 PCC-1, FES-1, FES-2

1.05

STATON LOCATIONDEPTH LIQUD

UT/iITPLASICTTY

O{DEXAASHTO

CLASSIFICATPN coN-oR

24 106', LT. BRO/VN

0-5 24 627 lroo 6' RT, 16 A$(8) BRo1AAI271+o0 2't'RT. 12 A6(7) BRO{/\'N279+00 6'LT, 0-5 26 A4(2) RDiBR

1 E' LT, 0-5 ND RDAR247+OO o5 24 7 A{(1}287{oo 6 A4(O)

04.52 38295+oo 18'LT. 14 BROV\N

04.52 23303+00 NP A-4(0)

6' LT. 0-5 BROIA/N31 1+00 24 6 A-24t0',1

21',LI. o-5 BROYvfl

ABOVE ARE REPRESENTATTVEOF THE SAMPLE, AND FRO[' SURFACE ND|CATONS ARE TYPCAL FOR THE LMTTSSHOr'vN. THESE OATA ARE SHOVIiN FOR NFORMATION ONLY THE STATE l /tL NOTBE RESPONStsLE FORVARAIrcNS N IHE SOI- CI{ARACTERSTlcS ANOOR EXTENTOF SAME DFFERING FROi,,I THE ABOVE TABULATONS-Z.AI,JGER REFUSALNP . NONPLASTEND - NOTDEIERMINABLE

WAIER.....................................12.6 cAL. / SO. yD. OF SOLTO SODDTNG

lloTE: FOR RC. PIPE CULVERTINSTALLATIONS USE TypE 3 BEDDTNG UNLESS OTHER!14SE SpEctFtED.

QUANTITIES

I 5M

I 745

I a 11

I

I

NoNo

z(,q(,rto(toE,

SrrrE rEooM *Er torISTCEIS

0rrENEUSTD

OTIEFlEO

D IERtust0

OTIEflrEo

6 ARl(.

J(E TIG 050315 3a aad.JANT IT IES

STATION STATION LOCATION

ROL

SEEDING LlllEMULCHCOVER

WATERSECONDSEEOING

APPLICATION

TEMPORARYSEEOING

MULCHCOVER

WATERR(rcK O|TCH

CHECKS SILT FENCESEOIMENT

BASINOBLITERATIONOF SEDIMENT

BASIN

-SEDIMENT

REMOVAL EDISPOSAL

M.GAL.

2135PROJECT STAGE 1 3.06 62.4 2060

ENIIRE 3.06 312.1 3.06 16 13STAGE 3 2.44

IF ANO WHERE DIRECTEO BY]HE ENGINEER. '18 200

1'1.80 4685 32

t1

BASIS OF ESTN'ATE:1rME ................................................... ,,2 TONS /ACRE OF SEEOING

,.102.0 M,G./ACRE OF SEEDINGw4TER.................................................20.4 M.G. / ACRE OF TEMpOpARy SEEDINGROCK OITCH CHECKS.................3 CU.YD.rl_OcAltoN

NOTE: IHE IEMPOMRY EROSION CONTROL OEVlcES SHOWN ABOVE AND ON THE PLANS SHALL 8E INSTALLED s.I sUcH A SEoUENcEAS TO OEIER EROSIONAND SEDIMENTATION ON U.S, WAIERIA'AYS AS EXPLAhiED BYTHE MI]ONAL POLLUTANTDISCFIARGE ELIMINAIIONSYSIEM PERMIT.

.QUANTMES ESIIMAIEO,SEE SECTON 104.03 OF IHE STD. SPECS.

T PAVEMENT

STATION STATION LOCAIION

COLO lillLLlNGASPHALT

PAVEMENT

MAIN LANES I 24.OO I 266.67IN LANES I 24.00 I 266.67

I IPATCHING OF EXISTING ROADWAY

ESTIMATE:WATER.....................................12.6 GAL. /SQ. \D. OF SOLD SOOONG.

l.loTE:

SEE SECT]ON 104,03 OF THE STD, SPECS.

MAILBOXES

OF FENCE

STATION STATION LOCATIONGATES

EACH252+99

RT. OF MAIN LANES 1E0

253+65LI OF MAIN LANES

LT, OF MAIN LANES

269+5E LT, OF MAIN LANES620

295+14 318+36 RT. OF MAIN LAI.IESLI OF MAIN LANES 560

306+45 308+65 LT, OF MAIN LANES340

309+37 LT, OF MAIN LANES

STATION STATION LOCATIONS4- PIPE

UNOERDRAINS

UNDERORAINOUTLET

PROTECTORS

MAIN LANES - ENTIRE PROJECTTO BE

.IHE ENGINEER

LENGTHCONC. OTTCH PAVING------lrYPEEi- SOLID

SODDINGWATERSTATON STATION LOCATTON

CONSTRUCT ON RT. 370.00

2.07

OESCRIPTION TON

LOCATION

GOTPACTEDuNcusstFtEoEXCAVANON

'sotlSTABILIZATIONsTATlOf{

--ENIRE-ENTREENNRE

STATION

EffiPROJECTPROJFCT

LOCATIO'{ '

DESCRlPNON

STAGE 'l+,lAlN LANESSTAGE 2JrrAlN LANESAPPROACHES

13223 4058100

520

SEE SECTON 104,03 OF THE STD, SPECS-

NOIE: EARIT{WORK QtlANTm€S SHOWN ABOVE SHALL BE PAIO AS PIAN QUANTI'|Y SEE SECTDN 104.03 OF THE SID, SPECS,

QUANT I T IES

I

FENCE

-Tiil:=Tt-

il. GAL.

17

o

6a

zct6.tlolrloE

sr^rE FEreM sEtEIOII

slICEISO^IE

iEV6EDo^rEruat d0ito OTIE

FAT'D

6 RlL

.B1(l cio3r5 3!) 8adIANT IT IFS

REMOVAL AND FE

STATION DESCRIPTIONPIPE

CULVERTS

EACH254+45 1E"X 45'CM PIPE CULVERTON LT,

255+Oi 24'X 29'CM PIPE CULVERTON LT,

260+48 ,I8X24'CM PIPE CULVERTON RT,

263+72 18"X 24'PLASTIC PIPE CULVERTON LT,

265+09 18'X 51'CM PIPE CULVERT ON RT,

1

18"X 24'CM PIPE CULVERTON LT.

1E'X 32'CM PIPE CULVERTON LT.

2E2+98 18'X24'CM PIPE CULVERT ON LT, 1

24'X 35'CM PIPE CULVERTW/ HDWL,

16'X 39'RC PIPE CULVERTW/ HDWL,

24"X30'RC PIPE CULVERTW/ HDWL. 1

O'X38'RC PIPE CULVERTW/ HDWL, ,|

STATION STATION LOCAIIONUNRE FENCE

.4'CHA|N

LINKFENCE

'16'{r'GATES

RT, OF MAIN LANES 200

RT, OF MAIN LANES254+70 256+05

LI OF MAIN LANES259+66

LT, OF MAIN LANES 550

LT, OF MAIN LANES314+29

SELECTED PIPE

LOCATION

ANO WHERE DIRECTED BYTHE 50

SEE SECT1ON '04,03

OF THE STD. SPECS,

'OEI'IOIES

PAVEMENT REPAIR OVER RUMBLE

CULVERTS

STATION STATEN LOCATION

. RUMBLESTRIPS INASPHALT

254roo 320+30

254<OO

INCLUDE REMOVAL & DISPOSAL

STATION LOCATIONWOTH LENGTH

TON

MAIN LANES 15.67

2EE+40 MAIN LANES

307+09 MAIN LANES 8.50

MAIN LANES

361

OF ALL HEAOWALLS AND FLARED END SECIIONS F APPLICABLE,

SEE SECTION 104.03 OF IHE STD. SPECS.TO BE USEO IF ANO YMIERE DIRECIED BYIHE ENGINEER,

DUMPED RIPRAP AND FILTER BLANKET ASPHALT CONCRETE PATCHING FORMAINTENANCE OF TRAFFIC

STATION LOCATIONOUiiPEDRIPRAP

cu_ m.

FILTERBLANKET

--EdfE.

264+06 OUTLETOF PIPE CULVERT

28€+40 OU'ILETOF PIPE CULVERT

307+09 OU]LETOF PIPE CULVERTOU]LETOF PIPE CULVERT E

316+53 OU'ILETOF PIPE CULVERT

TO BE USED IF AND WHEREDIRECIED BYTHE ENGINEER

LOCATION TONTACK COAT-AII6F-

DRECIED BYTHE ENGINEER

BASISASPI-ALTCONCREIE PArcHNG FOR MAINIENAI.ICE OF TRAFFIC...25 TONAILETACK COATFOR MAIN]ENANCE OF IRAFFIC ...50 GAL,iMILE

SEE SECTON 104.03 OF THE STANOARD SPECIFICATIONS

NOIE: FILIERBLANKETSHALL BE GEOTEXTX-E FABRIC (IYPE 5).

QIJANTtTtES

I

2

I 1

SELECTEDPIPE

BEDDING--7iiG- I 1

RUMBLESTRIPES IN

ASPHALT

oc{oio

z(,6droo(!oc.

;tl,&osrJo. s!llE FET& M *Er&

IOIISI{CEIS

lTIEnE$sto

OAIEFtl/Eo

DAIERtusfD

OAIEFAl/CO

6 ARI(.

JB ]O. 0503r5 40 8aq,,ANTITIES

/z 7/

BASE AND

STATION STATION LOCATIONLENGTH

AGGREGATE BASEcouRsE tcLAss 7)

TACK COAT ACHM BTNOER COURSE (1') ACHM SURFACE COURSE (1r2")

TON /STATION

TONAVG. WrD.

SAYD.GALLONS /

so.YD. GALLONAVG. WD.

SOYD.POUNO Iso-Yo,

PG 64.?2 avc. wto.so.Yo.

POUND 'sQ.YO.

PG64-22 AVG.WD,so.YD.

POUND ISGLYD.

?G6{-22 TOTALPG 64-22

254+00.00 260160.00 132.13 E72.06 40.00 330.00 75.38 2933.33 220.@ITCH AND WOEN 0.05 1561.43 7988.24 220.00 878.71

318+?O.00 320+30.00321+3O 00

264.26 330.00 22.U EE6.69 220.@'IRANSUION 0.17 45.33 2N.O0 36.67

1 00' 24.OO

250+60 mTAPFR 88.00 220.O0 193.60

3'18+30.00 24.OO

320+30 mTAPER 200.00 0.05 26.67 220.@ 58.67

321+30.00 lOO'IRANSTTON 24.00 24.00

ADDIfIqAL FOR SUPERELEVANON

53f97.42 6967.56

ACHM SURFACE COURSE (12).....................94.7% MtN. AGGR..................s.3% ASPHALTBTNDERACHM BTNDER COURSe 0)............................95.7% MtN. AGGR..................4.3% ASpHALT BTNDERMAXIMUM NUMBEROF GYRATIONS - 1 15 FORPG 64-22TACK COAT OUAN]INES WERE CALCULA]ED USING THE EMULSIFIED ASPHALT MTES, REFERTO SS4OO,1 FORTHE RESIDUAL ASPI.{ALTAPPLCATION RATES.

QUANTITIES

30.00 220.@ 36.673)2 67

36.67172 93

100.@ 42.OO 42.OO 24.OO 266.67 30.0o 220.@ 36 67

c,oN

C'r

zct6(tioctrttctc

SrlrE iEDS ru'm0lrIREYISEO

*€rn for+stl<OIIE

FU'O *ftlo 0^rEiarao

5 ARLq-ot-nJE I(T 050515 4t 8€t

SLHARY G (I.I,INTITIES AiN QFVIqId\tC

ITEM NUMBER ITEM QUANTITY UNIT

201 6767 STATION

202OF

6

4EACHFACH202

A EACH

202 232 EACHOF5210

CU.YD.cunsP & 210

2001 2854

TONTONss & 401

sP ss & do6 2914toN

GAL.

& 406 1355 TON

INACHM61 TON

& 4076935 TON3aa N

soh50

TON

601sP & 602 LTJMP StJM

ss & 604 1.00 LTJMP S{IM302 SQ. FI

LIN FTss & 604 270LtN. ts L

604 200ss&6@ss & 605 85

600164

7666 30" REINFORCED CONCRETE PIPE CULVERTS ICLASS V)

36'REINFORCED coNcRFF PIPF ctII VFRF Ic.'s LN FT54

606LIN fl

t0EACH606 36' FLARED END SECTIONS FOR REINFORCED CQNCRE]E PIPE CULVERTS 2

SELECIED PIPE BEDDING cunOUILET PROTEGTORS ta EACH

611615

4" PIPE UNDERDRAINS 6630361

1435619 860

61925

619 55 EACH

420ACRE

620M. GAL

32LIN tr

32240

cu. Yn

621 R@K DTTCH CHECKS240 I

1aa I

1t 80

635SO{-D SODDNGROADWAYCONSMI NreN CONROI son

U9NSIRUCTPN CONTROL 100 I637637

EACH11

3M2 ,MBLE SIRIPS T.IASPHAL 91?O I

:ACHIN. FT-

6328t19 IHFRMEI ASTN PAVFMFNTMAPKNG

LIN. FII 3260

YPE il)EACH

E16al6 327 I

164 cun

OF

REVISIONS

DENOIES

DATE REVtStON SHEET NUMBER

41

SUWAFIY OF QIJANTITtES AID REV'SIONS

o(To

z,(,6do.tlC'G

srrrE FEreffi *Etn IOIIffiTSorlE

REUSEOO^IE;1L0 **tD OTIE

11rao

6 ARIL

IE i(L 0503t5 42 8A$NYEY COIIIROT OEIAT-S

SURVEY CONTROL COORDI NATES

Proiect Name: 050315

Date: 7/75/2OL5Coordinate System; Arkansas State plane Coordinates

Based on AHTD GpS prs: U@7BA & 72@20

Based on NGS PTS : N 207 (2ND ORDER)

Projected to Ground CoordinatesUnits: u.S. Suruey Foot

COORDINATES LTSTED BELOW ARE GROUND (Locolized) COORD|NATES !ilt

Poi ntNo. Northi SY

Feature

Codesx Elevation sz Point

PD:STDAHTD MON. STAMPED PN:1

PN:2

D:STDAHTD MON. STAMPED PN;3

PD:STD AHTD MON.

AHTD MON. STAMPED PN:5

PO:STD AHTD MON. STAMPED PN

PD:STD PN:7

PD:STDAHTD MON. STAMPED PN;8

PD:STD AHTD PN:9


AHTD


AHTD MON. STAMPED PN;13

GPS MON 120020

SQ CONC NE COR PD:CATTLE GUARD

oN 24"

SQON FLUME

COR PARKING

RCP

*Standard Primary Control Monument - Re bar and Cap - Standard - 5/g'x 24" Rebar with 2"Aluminum Cap stamped:'(include ollcommon informot'Dn here)" plusothermarkings indicated in the point description ofthe individual point. AHTD monumentswill be stamped "Arkansas Hwy &Trans Dept" with,,pN: lttfl,,&,'Job

Surueyor in charge will stamp his/her PS license num ber on the cap.

**Standard GPS Control Point Monument - 5/8'x 1l8" Rebar with 2.5"Aluminum Cap stampe d: "(include all common inlotmotion herer " plus other markings indicatedin the Doint descriotion ofthe individual point. These monuments will be "Ark. State Hwy Trans. Dept.", "GPS Suruev", & "Point o. ltlttt[##"

Sx, SY, 52 - Re presents the standard e rror esti mate of the coord i nate val ues of each poi nt at the 6 mnfi de nce leve l (one sigma) based on the l east sq uaresanalysisofthecontrolnetwork. SeetheAASHTOSOMSTechniclDataGuidedatatagdefinitionforSX:,SY:,andsZ:foradditionalinformation. Thesevaluesshallbeused when control poi nts are added and the entire network is reprocessed using least square analysis. A value of 0.@1 is defined as fixed (no adjustment) i n theleast square analvsis A value of 30 is defined as location by handheld GpS device or scaled from USGS Quadmap-

Reference control points (1500 series) shall be used to re-establish horizontal datum if the primary control has been destroyed. These reference control points shallnot b€ used forvertical control unless the elevation has bee n established from the proiect datum wlth +wire level techinioues.

All additional project control shall be occupied, measured, and adjusted with direct survey ties to at least two of the control points listed in the table above. Newsurueycontrol shall notbe independentof the suryey control listed above. This includes horizontal coordinates and elevations.

P

Positional Accuracy: Horizontal - GPS (1.0cmt lppM)Horizontal - Primary (2.0cmt 20ppM):Horizontal - Se@ndary (3 m t50ppM):Vertical - NGS 1st Order (r4mm x Vdist in km)Vertical - NGS 2nd Order (t6mm x Vdist in km)Vertical - NGS 3rd Order (r8mm x Vdist in km)

PN:7@-702

PN:1-7i

PN:N/A

PN:N/A

PN:N 207

PN:7-974

Horizontal Datum: NAD1983(1997) StatePlaneZone: O3O1-NorthZonefhe odjustmentyeor is based on metodata in the SDMS ControlfileA project CAF of: 0.999909518 has been used to compute the above coordinates.The project CAF sholl hove o minimum precision of g digits right ol the decimol.This CAF is intended for use within the project limits only.Grid Oistance = Ground Distance X CAF

lf Coordinates are listed as Ground:To compute Grid Coordi nates, multi ply the Ground Coordinates by CAF about the origin of X=O & y=O

lf Coordinates are listed as Grid:To compute Ground Coordinates, divide the Grid Coordi nates by CAF about the origin of X=O & y=0

Vertical Datum: NAVD 1988 based NGS BM: N 207 (2N D ORDER)

A project Elevation Factor of: 0.9999582607 has been computed and incorporated in the above cAF.This is based on the average elevation of the project: 872.@ Feet3-Wire Leveling techniques have been used to establish elevations onPoints: 1-13, [email protected] From NGS BM: lL20Z

Basis of Bearing; Grid Bearings based on AHTD GPS points: 12ff.1u & 12OO2O

Convergence Angle is: Cf20'46.38" Right at pN: 7

LT: 35-2G55.33 N LG: 091-57-11.36WGrid Azimuth = Astronomical Azimuth - Convergence Angle

46274.2978 0.034c L322597.7L29 0.0380 871,.97 0.006 CTL

40s358.0163 0.0360 1323394.4160 o.0390 871.93 0.006 ctL405589.363 0.0310 1324088.8698 0.02rrc 885.69 0.007 CTL

405889.06s8 0.0290 1324513.8683 0.0340 861.73 0.007 cTt40s939.7767 0.0300 1324908.4080 0.0320 862.59 0.007 crL405967.8837 0.0310 132ss83.8841 o.0270 858.54 0.007 CTL

4cfo17.9767 0.0290 132@;05.77s4 0.0360 874.80 0.@8 cn405773.37!O 0.0240 t326768.8/.73 0.0280 891.s8 0.008 CTL1()5266.0653 0.0260 7327293.2477 0.0320 899.73 0.008 CTL

@755.2277 0.0290 732?79s.@37 0.0320 876.89 0.008 [email protected] 0.0230 132442.19s7 0.0210 897.10 0.009 CTL

403831.9s65 0.0380 1328810.8211 0.0370 886.5s 0.@9 CTL

403081.9354 0.0330 L3292L4.4fi6 0.0290 872.79 0.003 CTL

46709.2557 0.@01 1330758.8463 0.(m1 8n3t 0.000 GPS

405096.0996 0.0001 73202t9.7707 0.@01 858.0s 0.0@ GPS

40s11s.1908 0.0m1 1327494. 28 0.0001 874.22 0.000 GPS

405166.9s21 30 131799s.8s95 30 834.71 0.089 TBM404595.1935 30 1327980.7480 30 874.44 0.008 TBM405953.8244 30 t325732.9271 30 859.67 0.007 TBM405373.6419 30 1323146.s295 30 [email protected] 0.001 TBM405172.@91 30.0@0 L320722.2362 30.0@0 8e1.88 0.005 TBM

/Z Ll,t

CONST.

POINT NO.

CO.JNTY RD 2

POINT NO.

STAT I ON

237.60. OO24O.80. O6243.79.58245.99.6225O.22.30252.99.94254.86.41257.9O.23259.52. a9264.61. 07266. I 5. 9327O.5a.3a273, | 1.41274.76.276.75.279.23.289.57.293.2A.294.79.298.44.301.93.304.27.3O9.49.

I 3.95. 8l16.39.2719.16.95

321.74.35322.99. aa

STAT I ON

STAT I ON

NORTH I NG

NORTH I NG

405995.66a2405992.40,47405944. t 137405944.9142405aa9. o33r405425.9903

NORTH I]\G

405895. 94 r 9405499.9363405905.5085405918.1772

EAST ll.lcTYPE

333

aoooaooraoo3aoo48006aooTaooSaoro80r r80r 3801480r68,01780r9ao208021ao22ao238025ao26802aao298030ao32ao33ao358036ao37

POBPCPTPCPTPIPCPTPCPTPCPTPCPTPIPIPIPCPTPCPTPIPCPTPCPTPI

POE

IY?EPOB

PCPTPCPT

POE

t9o597o3342A346267o9

405427.63A3405505.603040s632.9325405764. Ol 33405904.1349405917.448.2405925. r 136405943.6347405956.7455405992.2r r I40600r.29574058,44.0,427405660.7508405544. 3 I 45405407.3688405238. 06 r 6404539.4574404287.926140,418,4.2241403929.9304403649.55424030a2. ao34402974.8269402621. 1621402456. r330402284.723A402142. OA5A402073.1366

323542.3039323852.720432412t .712432429A.4516324690.75oA32496A. 0676325154.3A22325457.61423256r9.346r326126.6773326281.2699326640. O r 67326454.5r r5326971. OA33327 t 15.26A7327297.746432805A.777232433r. 90sO32844 r. 576r328703.5o,A2324909. O34 r329r93.3099329248. A5233295r4. OOrA329696.9Aa93299r5. 09r6330 r 29. 35a5330.234.2012

8I8I8l8r8l8l

O.OO. OOO.03.26O.85.22O.93.421.82.992.46.51

oool02o3o4o5

76. 0672. 0666.4252.92

PCPT

POE

a20r8,202

EAST It\G

326r 45. 5063326r a5. 6023326240.4598326248.6243326303.1275326295.3529

EAST I NG

1326303.49721326303.2741r326302.4r931326297.8A6A

SJRVEY CONTROL DETAlLS

R IVER BLI,JFF RD.

POINT NO. TYPE

8200 POB

4203

l+l+lrl.

o(\t@N

z(,c(troo(!oe,

OATEncusE0

0lrcFlrao

0rItncusto

olrEFI.EO

5lllE IEo&MCONST. C. L.Pt . 242.31,77L . 22'27' 5l'LT.D = 7'30'OO'T = l4l,7l'L = 299.52',PC . 2aO.aO. 06Pr . 243.79.58INFORMAT ION ONLY

6 ARl(.

J(E {G 0503t5 43 aaY

NoN:osN

o 7c. L. coa€rRrJcT

N\J7o

atiro Nlrorr.

42t)Le'-

%;- 4qb tto|.

stauFto .,ta

oosunlEl

Ptt l€

N +oIE

2^b237 "'i;t 'a. E

7l

21o Aqb q.sr4%o

P4i

(r)

coNrsT. c. L.Pt . 248.17.32A = 33'4a'52'RT.D . a'OO'OO'T ' 217.70'L ' 422.64'.PC = 245,99.62Pr = 25O.22.3OITWORMAT ION ONLY

a!

CONST'. c. L.256.38.342.t6',43'Lr.oo.45'oo'

| 5r. 93,303. a2'

254.e,6.41257,90.23

o.o20'/'250'

c. L.

PIADTLPCPTeLs

rt oNoo

ooNoN

;<t()NC)0.

-N-FA

_ _ luqyEl BJslLls.!-g7l]ls- ESreos'-!

96.!sls:05',0 277.U' 8007 39' E N 87,;t'dP. E N 85.21'.56' E

r 5r. 93N 56' E

6',uo$r. IAupED pil,. N 85&l'#t' E N 86.38',13' E25a.fi

0

ffiic!!lrrirnlb

I .4 t,06.53,54o

c)

Ct:No()NFo

ooioNoN

0.

ost 265

N&4CONST . c.L.

262.0,6.79r.16, l7.RToo. r 5' oo'254.30'508. 5a'

259.52.49

PIADTLPCPTNO

pr,

ooc

LM 4.8t+

a5 ffi

.61 . 07

SURVEY CONTROL DETAILS

Ie

o(\I6c{

z(,e(tts!o(!oe,

fE@osrm SrllE .CGOM EI IOII

SEISOATEEUSEO

OTIEFAIEO

OAIEREVISTD

O^IEralc0

5 ARi.

JG r{I 0503t5 44 8aSLNVEY CONIRO. DEIAT-S

r{^"

dL RIVER BLUFF RD, C.L.

PI = |0.67.48a = 37'33',r l.LT.D = 7l'37'tl'r = 27.30'L . 52.43'PC ' 1O.4O.29Pr . 10.92.72

t.,".J$

"a''$

CONST. C. L.Pt . 273+93.82A = 2'53'Ol'LT.D = l'45'OO'I = 82.41'L . 164.78'PC.273.ll.4lPT . 274t76.19e " O. 036'/'Ls = 25O'

\\

c. L.

G ..3,*;ry;'' t vPcto .aO. ?9 a"&

Io3:P' ,,' . 4"$"'$o\t' 7

,d."tz l?/

SURVEY BASELT{E S

434.46',56'{16' E

F$u.t'oi*:?r. .

27o -'43; ts

o.€<.

\

4EEsJ:E o.<,

$ p s o.;#;i, e$*e, .55. 87 E ..S

$dl'a'r' s ({ CONST. C. L.

Pl = 268.52. l8A . 49'46' l8'RT.D = l l'15'OO'r = 236.25'L .442.41'PC . 266.15.93PI . 270,58.34e . O. O98' /'Ls . 25O'

Fa., E

<. .. 19'

,'$.nn "-t"24 s39.92. E

$

.ft$.tl

s.

d $ 64.

"80

DRIVEWAY C. L. t!Pl = O.56.80

DRIVEWAY C. L.Pr = 1.55.a7A . tOZ'37'49'RT.D = I l4'35'30'r . 62.44'L = 49.56',PC = O.93.42PT . 1.82.99

A = 93'54'54'LT.D = | l4'35'30'T = 53.54'L = 81.96'PC = O.O3.25PT = O.a5.22

c.L, co|ls

.".

rtol..."" ,$"

---P.s:-.lotf"

s 47,$'5. Eto33.06. Fdf,

s 47,2t.X- E371.30.

&23s47]il'of'E s45X:'?2'E

s 47.26,56. Er 033. 06.

2@ a5 c)oN()o@N

a

iEIIB

?

290 45o|.\

ooNoc F

0.

CONST. C. L.Pl . 294.O3.81A = I '3O'34'RT.D ' l'OO'OO'r " 75.47'L = r50.94',PC " 293.2a.34Pr . 294.79.2ae. O.O2l'/'Ls= 25O'


No6a

@

z(,qC!ts)o.atoG

DTIEncvr$I)

0rrcFlra0

OAIEfr'rEo Srlrc FEOE M

ARil.

J(E t(L 0503r5 45 aa

(r)o

..*

o-.t

$s' c. L. I

oo

,$" a\o hJ d"

""" 8

".tortf ts

IE

^tiB.6te29

t 29;f.b.' . 28't?,u- c- -

i _L_ o$$'

.lo+S

.$"{s

r*

SUBVq

\

300 s T;3s;sr6' E

305

07'365.CONST. C. L.Pl = 3OO'2O.63A " l9'l2'36'RT.D " 5.30'OO'T " 176.29'L = 349.27'PC . 298.44.34PT . 3O1,93,62e = O. O88'/'Ls = 3OO'

tzt.42.

* 3to

CONST. C. L.Pr = 311.74.77a = 20.06'09'LT.D = 4.30'OO'T = 225.6a'L = 446.72'PC = 309*49. 09PT = 313.95.aIe = O. O78' /'Ls = 25O'

oCONST. C. L.Pl = 317.78.40A = 9'Ol'29'LT.D = 3'1 5' OO'T = 139.13'L = 277.69'PC = 316.39.27PT = 319.16.95e = O. 06l'/'Ls = 25O'

ioo

c. L.I.\Noic)

oli)o(r)

F(L l0'

4aE

oooF

o. #s

€ , ----s 56;s. 5a' E

l33to24', E s L7.19'24' E- 139. 13

#s t7.19'24', E- %.@

o3t5

t\

0o

+


5

srart IEODM ffiI& IOI&SETSOAIE

EYTSEDO^I€

FTEOO^IE

REYIsEDOATE

FLTEO

5 ARK.

.IE T{G 0503t5 46 8aPI-AN ANO PRffT.E SHEEIS

sf

ro6

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ffiI -__calE

-I II

5.21

1_-

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1

153.61t54.71158. I :lS.l:

9o55o

STA. 254.45 tN PLACEI8' X 45' CM PIPE CT.LVERTLT. SIDE DRAINFIEMOVE & INSTALL18. X 32' PIPE CULVERTLT. SIOE DRAINCOAISTRUCT APPR. 20 CU. YO.

STA.FENCE I TEMS

STA. SIOE GATES OTAIN LINK TYPE C TYPE OCONST STA, 255.37 lN PLACE

1_:.:l -- 24. x 34, CM P|PE CLI_VERTz5o.Jrr.34 LT. StDE DRATN

SrA. 257.23 lN PLACE18' X 44' CM PIPE CULVERTLT. SIOE DRAINREMOVE & INISTALL18. X 40'PIPE q-l-VERTLT. SIOE DRAINCONISTFIUCT APPR. . 35 CU. YD.

253.20254.4525a.9O254.7O257.23259.66

254.90255, tz256.05

2.70

RT 200'

r 35'

PIAoTLPCPTC

.2'16' 43'LT. RETAINLT 2

2

. OO'45'OO'. r5t.93.

. 3O3.82'- 254,a6.41. 257.9A.23.O.O2O '/'zfi'

STA, 255.01 lN PLACE24. X 72' CM PIPE CLI.VERTLT. SIOE DRAINREMOVE 29'& RETAINREMAINIIG PIPE C1I-VERT

RT.RT.LT.LT.

25

3ro SrA. 263.72 lN PLACE18' x 24' PLASTTC P|PELT. SIOE ORAINREMOVE & INSTALLI A' X 38' P I PE CLJI-VERTLT. SIOE ORAINCONSTRUCT APPR..5O CU.

STA, 25436' x 54VFES LT( q-ASS I

QsO .22.36' R. C.36' FES

C]t.l-VERT

Ls.

,:{i ,6..ry:I -.-, 1

),:il

ooooN

<.Fa

P|PE.542 EACH

N. FT. YD. -N-STA.254.6a lN36' x 36' C. M.REMOVE

dSTA. 258.27 INISTALLl8' x 30, P|PE Cl-[_vERTLT. SIOE DRAINCONISTRTJCT APPR. . 20 CU.crr-vERr

I,,. ,'tij'

PI YO.

FoF(, ?

IIOO,TRANIS toN

b

cor\tsT. c. L.Pt . 248.17.32A . 33'4a'52'RT.O . a'OO'OO'T . 217.70'L . 422.@'PC . 245.99.62PT . 25O.22.3O

nrr.

t

No!a.1.

i' / co{\sT. c. L.Pt . 262.C6.79

T rot{ onLY SfA. 254.73 INISTALLUJITPED RIPRAP ON RT. 12 CU.YD.

STA.25.34 INISTALLIA' X 2A' PIPE CIIVERTRT.SIDE DRAINCOI\ISTRJCT APPR. . 15 CU. YD.

FIEMOVAL At\D O ISPOSAL OF FENICE ITEMS f*""r 6oTLPCPTNO

. l. t6, t7. RT. oo.r5'oo'. 254.30'. 504.54'- 259.52.49- 264.61.07g.PER

+STA.26O.a8 lN18' x 24' Ct' Pr

PLACEPE CIIVERT

STA. 261.91 lN PLACE18' X 19' CX' PIPE CULVERTRT. SIOE ORAINREMOVE & II.ISTALLI8' X 28' PIPE C1IVERTRT. SIOE DRAINCOiISTRuCT APPR. . lO C1J.YD.

STA. STA. SIDELM 4.8r RT. SIOE ORAIN

REMOVE & |iISTALL18. & 2A' PIPE CULVERTRT. SIDE OFIAINCO|\STRUCT APPR. r lO CU.YO.

253. ao

REFER TO SURVEY CONTRO OETAIL SHEETS FOR HORIZONTAL AND VERTICAL CONTROL DATA.LL

450r40

\\

STA.STA.STA.S.TA

{ SUPERISUPEREISUPEREl

:r rl)FDEr l

253.a8.256.3a.256.34.254*aa-

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453.64_. 853.;

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A?O25r.OO 252,OO 254.OO 255.O0 257,OO 259.00 l.OO260.OO 263-00 265.00250 .oo

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STA. 269.50 126' LT. INSTAL|-STA, 273.73 CO..ISTRUCTI8' X 44' PIPE CTIVERT COUNTY RD. TI.FINOUTLT. SIDE ORAIN (ROCKING T RO. )CONSTRUCT APPR. . lo CU.YO. CONISTRUCT APPR, . 4O CU. YD.

STA. 276.02 lN PLACEIA' X 24' CM PIPE CTLVERTLT. SIOE ORAINREMOVE & INSTALL18' X 32' PIPE CULVERTLT. SIDE ORAINCOI.ISTRTJCT APPR. . 20 CU. YD.

STA. 269.73 CONSTRUCTCOUNTY RO. TIJRNOUT(RIVER BLUFF RD, )CO{STRUCT APPR. ! 325 CU. YD.

RPADTL

VER BLUFF RD. C. L CONST. C. L.Pt - 273.93.A2A . 2'53'Ol'LTD . r.45',OO'T . 8,2.41'L t 164.78'

10.67.4837.33' r r LT7t'37' I t' STA. 276.51 lN PLACE

24' x 3l' C.M. P|PE Crr_vERTREMOVE & COI.ISTRUCT24' X 70' R.C. P|PE CL,_VERT(CLASS III' (TYPE 3 BEDOINGIVF. E. S. LT. & RT.Q5O . 6.55 CFS. D.A. .3.O AC24' R.C. PrPE . 70 LtN.FT.24' R. C. FES . 2 EACrt

sTA. 280.,ra' x 32'RT. SIOE ]

REMOVE &ra' x 32'LT. SIDE 1

CONSTFIIJCT

40 IN PLACECM PIPE CTLVERT

ORAINIIISTALLPIPE C1IVERT

DRA INAPPR. 25 CU. YO.

REMOVAL AND DISPOSAL OF FENIC€ ITEMSSTA. STA. S'OE FENCE(LIN. FT. } G PC

PT

27,52,lolo

, 30'.43,.40. 29

72265.34 269.55 LT- ' 274' r9:. e ro.

Lg 2&',

a*r" c. A.

FENCE ITEMS

STA. SIDE TYPE C

.34 \.269.44 LT 550' '7"tj -1-, .

,i ,' , ',

\ i1jJz,i \ t

,',\r

COI\ST. C. L.Pt . 26a.52. 18A . 49'46'la'RTD . lt'15'OO'T . 236.25.L . 442.41'PC . 266.15.93Pr . 27O.5A.34e !o.o98'/'Ls - 25O'

r-a srA. 27O.18. x 20,RT. SIOEREMOVE &18. x 30,RT. SIOECONSTRIJCT

57c1t

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IN

6

"cw

IAISTALLPIPE C1IVERT

DRA INAPPR. . 20 CU. YO.

t /NLdi""6

I t?,9'e r E. g{'t;E

a.DRIVEWAY C. L.Pl . O.55.80L . 93'5a'54'LT.D . I l4'35'30'T = 53.54',L = 81.96'PC = O.O3.26Pr " O.a5.22

DRIVEWAY C.L.Pl = 1.55.87L . to2'37'49'RT.D = l r4.35'30.T = 62.44'L . 49. 5'6'PC . O.93.42PT " 1.A2.99

YoUFI

'

'rffr'i

I

STA. 265.09 lN PLACE18' x 5r' c{ P|PE crLvERTRT. SIDE ORAINREMOVE

STA. 265.20 INSTALLra' x 40' P|PE c1_t_vERTRT. SIDE DRAINCOt{STRrcT APF'R. . 260 CU. YD.

STA.r8.

273.A6 INISTALLX 38' PIPE CI.LVERT STA.

l8'RT. r

cor{s

279.25 | IISTALLX 28'PIPE CII-VERTSIOE ORAINTR{JCT APPR. . lO CU.YD.

RT. SIOE ORAIN(w-{rTE oAx LAt€}co lsTRucT Tt.Rt\ouT . 20 cu. YD.REFER TO SURVEY CONTROL DETAIL SHEETS FOR HORIZONTAL AND VERTICAL CONTROL DATA

sSSSTA

TA.TA.TA.

264267269.271

404087a7

BEGMAX.MAX.END

TI

I

I

TTT

STA.STA.STA.STA.

.84. BEG I

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o.o.

o30o30

9loFE

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900

890

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880 cHADE

T FL.FL. 94 LT

a9

870

FJ

oq ooFE rt

860

ln@

.057.

ooNNco

850

o11L

840

830

274,OO 277,OO 280.OO265.O0 267,OO 268'OO 270.OO 27t,OO 273.OO 279,OOo0 oo 276,OO .oo

Frn

,TAN ANO PROFT F SHFFIS

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&w

N SUPEFSUPERESUPERESUPERE

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73.93. €73.93. e76,o2.7

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STA. 28O.4O lN PLACE18. X 32' CM PIPE CTLVERTRT. SIDE DRAINREMOVE & INTSTALLIA' X 32' PIPE CI'-VERTLT. SIDE ORAINCONSTRUCT APPR. 25 CU. YD.

STA. 282.98 IN PLACEI8' X 24' CM PIPE CULVERTLT. SIDE ORAINREMOVE & INISTALL18' X 34' PIPE CULVEFITLT, SIDE DRAINCONSTRUCT APPR. . 30 CU. YO.

STA. 285. 14 IN PLACECX,l PIPE CULVERT

ORAINI NSTALLPIPE C.TJI-VERT

ORAI N' APPR. 30 CU. YO.

OAIEN€YEEO

OAIEffE0 OATTnf,US€o

DAIEf1E0 SITTE .EODM

18' x 40,LT. SIDEREMOVE &18' x 52'LT. SIOECONSTRUCT

STA.6 AR(.24' X CIJI-VERT

CULVERT .n tl(r I5 48 8A

BEDO I NG)

D.A. .11.7 AC84 LIN.FT.

EACHREMOVAL ANO OISPOSAL OF FENCE ITEMS

STA. STA. SIDE FENCE STA.FENCE I TEMS

STA. SIDE TYPE C STA. 29O.IO INSTALL18' x 2a' P|PE Ctit_vERTLT. SIDE ORAINCO|{STFIUCT APFR. r lO CU.YD.294.67 3OO.50 LT. 620 294.70 3OO.32 LT. 575'

COTICRETE DITCA{ PAVING (TYPE B)STA. STA. SIOE TYPE B(W.4')29O.OO 293.70 RT 370.

1sfA. 294.29 CONSTRUCTORIVEWAY ON LT.CONSTRUCT APPR. = 30 CU. YO. 11,

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I:Ot\rST: tTilrrs

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cor{sT. c. L.!;.Pt/tto\rriL

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294.O3. alr.30'34'RTr.oo'oo'75.47',I 50. 94'

293.2A.3444-v9.28o.o2t'/'250'

,&2A'DE

N PI-ACE1:t VERT x

SICM PIPE CIIVERT

ORAININAPPR. . 20 CU. YD. & INSTALL

STA.t8.

.O2 INSTALL 1)ra' x 2a' P|PE c-lrvERTRT. SIDE DRAINCOfISTR(JCT APPR. i lO CU.YD.

{ii x PIPE CI.LVERT

REFER TO SURVEY TROL DETAIL SHEEIS FOR HORIZONTAL ANO VERTICAL CONTROL DATA.

LT. SIOE DRAINCONSTRUCT APPR. . 20 CU. YO.

asNEr mft-t)

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t', | < ,"t*]ui," t._*--^,--**'^*-, 1E_+@;d4i€.*jv

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291.45.293.95.294. t 1.296.61.

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890i+ aqo

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860

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_. 87r. 3rL. 870.i LT.

'8 RT.

46()

850I

840

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830n?o

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STA. SIDE GATES TYPE C TYPE D

STA. 299.01 lN PLACE18. X 39' R.C, PIPE CULVERTREUOVE & COTISTRUCT24. X 68' R.C. PIPE CULVERT(CLASS I I II (TYPE 3 BEODII"IG}VF.E.S. LT. & RT.QsO . 7.4r CFS. D.A. . 3.6 AC24' R.C. PIPE . 68 LIN.FT.24' R. C. FES . 2 EACH

STA.3OO.57 INSTALL18' X 40' PIPE CULVERTLT. SIOE ORAINCO ISTRUCT APPR. . 20 CU. YO.

STA. 306.04 IN PLACE.18. X 74' CM PIPE CU-VERTLT. SIDE DRAINFEMOVE & II{STALL18' X 42' PIPE CULVERTLT. SIDE DRAINCONSTRUCT APPR. . 30 CU. YO.

?9,4.7O3O4.63314.29

300.32

320.30LT.LT.LT.

575',I

525' c4,.

-a'.fSTA. 308.63 INSTALLIA' X 28' PIPE CULVERTLT. SIOE DRAINCOISTRUCT APPR. . 15 CU.YD.

I

I

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294.67295. t4300.5,6306.a530a.ao

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6202330560230

STA. 3O7.24' X 30'REMOVE &24' x 70'( CLASS r r

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308.653 I 2.05 340 BEOO ll,,tcr

CFS. D. A. 3.25 ACLIN.FT.EACH

tPE '7024' R.C. FES . 2

R R TO SURVEY CONTROL DETAIL SHEETS FOR HORIZONT AL AND VERTICAL CONTROL DATA.STA.STA.STA.STA. 3.76.

+61..61..76.

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TI

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oaa

9r0

900

890

880

Tg.ol

870

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468. I RT.06 LT

850

840

830

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6.53 | T,ISTALLRIPRAP AT OTJTLET. 82 CU, YO.

STA. STA. S IDE FENCE(LIN. FT. )COl.lST . c.L.

317.78.409'Or'29'LT3. r 5'OO'r39. t3'277.69,316.39.273r9. r6.95

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+

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FENCE ITEMS

SIDE TYPE C TYPE O

294.70295. t73l 3. l6314.4

3OO.323l 3. l6320.3032O.30

LT. 575'

REFER TO SURVEY CONTROL DET TS FOR HORIZONTAL AND VERTICAL CONTROL DATA.

RT.RT.LT.

rSro'730,525'

STA.STA.STA.STA.

.61ll.ll.r 2.33.1 4 .83.

BEG I

MAX.MAX.END

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TI

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3143173ra320

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470

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840

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475

470

465

460

455

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445

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CUT VO-I..ilTE I 15 CI.JT VOLL'i,EFILL VON-t.f,E 19 FILL VOLI.i'E

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475

470

465

860

855

850

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ARKANSAS STATE HIGHWAY COMMISSION

CONCRETE DITCH PAVING

REFER IO TABI.ATIOI T ANTIITIESFG Tl A0hcr6toB REFER IO IA&I.AIIO{ E CN'TTIIIES

FG a'olrGr{stols

TliE STEEL TTO NEITION. COEREIE FGrE TALL5 g{ALL 1€I BE PltIO F6olREcrLY. qrr g*LL 8E co'6trE0 r0E IIGLUTO IT llf PRICE BIO FCIloEnErE 0lro{ PAvtr6.'

10.4 BAf,Slz

4'EUrDtlS

OIAEEP }Io-Elo-c cExrEnS tola. l{q.E DIA. UEEP }IO.E

I}.tr CEIIERSAI I'.C CE]IIERS AT

IG TA.L TPTH tn?EE TIEREO IO I..CI}CT DIFEEIEO BYTI{E E]SIICER 11{

ET EICAVAIIOI

TYPE A TYPE B

TOE WALL DETAIL FORCONCRETE DITCH PAVING

.r|

,t

GEilEmL M)tESr

THE FIJLL UIOIH OF EACH SECTIO{ Sxa11 35 Pr0uRED i,I(I}{)LITHICALLY.

IOE YALLS TO BE CTII{STRI.EIED FULL UIDTH AI EACH Ei[' ('F DTTCHPAYIU,. ANO P(X,REO MO}€L IIHICALLY.

II.IGEB G ELETCITS PEB @I VffiIES TITH TIOIH G MYI]5 SPECIFIEO

SOLID S(I' AL$T! OIICH PAYI]S TO BE PLACEO YIIHIN t4 OAYS(T OIICH PAYIU, COTSTRf,IIOT

EIGFGY OISEIPATGI IO BE IJSEO FG Ilf EITIINGLEIGIH G OIIO{ N{ET E.CE E OITCH PAVIIGETEEEG

':L II{E OISSIMTGS IILL lOI BE

PAID F(N OIBECTLY. B'I s}q.L E COEIIEFEOIO BE II€LLIEO IT TIC PRICE EIO FB COEREIEotrcl{ PAYII€.

t. YIDE IRA{SYERSE EXPANSION JOINTS g{ALL BE PLACEO I}I C$TREIEOITCH PAYIIS AI .15'IIIERVALS. IIG SPACE SI{ALL BE FILLEo UITHAPP1ROYEO JOINI FILLER COIIPLYII{! YITH AASI{IO M2I3.

ENERGY DISSIPATORS

t

0

E

0

0

EIE

OT

0

oo scfl.Et

STANDARD DRAWING CDP.I

i;;.1 I

il D

D

a

a

a

a

\-h

f\

CHANNELBOTTOM

TYPICAL PIPE CULVERTWITH FLARED END SECTION

& 5:IFORESLOPE

TALLCURTCHA}S{EL

BOTTOM

6

f

e

o cc

FI

TYPICAL PIPE CULVERTWITH FLARED END SECTION

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CHANNELBOTTOU

R.C. CURIAINTALL

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cF

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c

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A

TYPICAL MULTIPLE PIPE CULVERTWITH FLAREO END SECTIONS

& FLATTENED ADJACENT SLOPES

ADDED NOTE TO SOLID SODDING ARKANSAS STATE HIGHTAY COUTIISSION

ADDED GE]iERAL NOTE NO.4

ADDED PRECAST flALL E GENERAL NOTES

FLARED END SECTION

FILIIED

x

r-l lrR.C. CURTAIN WALL

DIMENSIONS & OUANTITIESH

H

G

F

GPIPE0tA. Hl Ll L

SNGLE R.C.P.C.

coNc. REINF.STEEL coNc.

REINF.STEEL

LBS. LBS.rE' tt/2* 3',-5" 8'-O' 6'-3. o-:tt 2?-7 0.15 39.524' r-oyc' a,-e- q,-R- t'-5' o-37 !3.4 o-53 48.030- r-3lr' s'.-7' ['-o' 9.-O- o.45 39-O 0.67 59.036" t'-f' 6',-8. rri,-n" r0'-6' 0.58 52.6 0.83 73-9a2- 2',-tyr' f'-l' 15'-6' t2'-o' o.82 77-t r.rO r00.748" z',-5' ?'-ro- r7.-n- r5'-o' 0.98 94.9 t.27 t20-4\A* 2.-9t/,- 8',-5- 18'-6" 14'-0' r.16 il5.8 t-47 t(1-750' l'-4' 9'-O' 15,-6- t-17 t49.7 r.84 r80.372" 4'-5' to'-2' 25'-6. 18'-6- 2.3t 212.6 2.73 271.O

R F STEEL SCHED

\F

sE

SOLID SOD

0

E

soLtD soDOUANTITES SHOIN ARE FOR ONE (I' CURTAN TALL.c

IR.C.

D

ALL REINFORCING STEEL '4 BARS C 6' O.C.

CURTANTILL

v40rAc

v40r(, H402

402 (STNGLE R.C.P.C.' 402 (STNGLE R.C.P.C.'v40r H 403 (DoUBIE R.C.P.C.' v40r H 403 (DOUBLE R.C.P.C.I

FLOW LINEB SIDE OF S|DE OF

R.C. CURTAIN R.C. CURTAIN

PLAN VIEW5:l FORESLOPES

v402 v402

A

FLOI 2 otA. NOTE: OJANTITIES SHOTN AB0VE ARE FOR ONE (t, END OF F.E.S.

GENERAL NOTESI. A CAST-IN-PLACE OR PRECAST CURTAIN TALL UAY BE USED.

PAYMENT FOR THE CURTAN TALL SHALL BE CONSIDEREOTO BE INCLIJOEO IN THE UNIT PRICE BID EACH FOR FLAREDEND SECTIONS OF IHE SEVERAL SIZES. f,HICH PRICE SHALLBE FULL COIPENSATION FOR FURNISHING ALL UATERIALSI]'ICIUOING REINFORCING STEEL AND CONCRETE;FoR FORMS.UIXING AND PLACTNG FOR EXCAVATION ANO BACKFILL. ANDFOR ALL LABOR. IOOLS. EOUIPI'ENT AiO INCIDENTALS NECESSARYTO COUPLETE IHE [OR(.

2. ALL EXPOSED EDGES SI{ALL BE CHAMFEREO 71-.3. CONCRETE FOR CURTAIN TALL SHALL IIEET THE REOUIREUENIS FOR

CLASS A OR S CONCRETE A5 PROVIDED IN SECIIOI{ 8OZ OF THESTANDARD SPECIFICATIONS OR FOR PAVIiIG COiERETE AS PROVDEO INSECTON 5()lOF THE STANOARD SPECIFICAIIONS.

4. f,ELoEo XIRE MESH 5 x 5 W/tO x lto UAY BE USEDIN LIEU OF REII{FORCING BARS.

N0TEr THE CONFIGURATIoN

9i'f ?th?gtE,t'LUattT,'ors. x H40r H4o| I a"l

PLAN VIEWFLATTENED FORESLOPES

CAST-IN-PLACE PRECAST

NOIEr THE P0RTION 0F THE R.C. CURTAIN ilALL BENEAIH THEFLARED END SECTION (LOTER I"O-' SHALL BE PLACEDUONOLITHICALTY. THE FLARED EID SECTION SHALL THENBE SEI IN PLACE & THE REMAINING PORTIONS OF THE

NOTEr THE PRECAST CURTAIN ilALL ttLt BE SET AiD BACKFTLLEOUITH COMPACTED MATERIAL. THE FLARED E]$ SECTIO{ SHALLIHEN BE SET IN PLACE AND THE T RECESS FILLED TITH GROUT.f,HERE 'L' EXCEEDS II'THE CURTAIN TALL ['AY BE CAST IN TTO (2'OR TIORE SECTIONS. THE TIETHOO OF JOINING THE SECTIONS FORINSTALLATION SHALL BE APPROVED BY TI€ ENGINEER.

R.C. CURTAIN UALL PLACED.R.C. CURTAIN WALL DETAILS

s0UDH-G- H

FED

cBA

FE

-D-c-B

o

CULV DOUBLE R.C. PIPE CULVERT

PIPE0lA.

L N0. L NO. L NO. L N0. L N0. L N0. L N0. L N0. L NO.

t8- 7',-8. ? t'-tV,' 4 t-ltb. E 8' I t2'-2' rily"' 2 f -71L. to IA

9'-2' 2 2'-2' 4 f-gvq' r0 q 14'-8- 2 2'-2- 4 t,-av." t2 r830" n.-4" 2 ),-aV^* | -llt/r' r0 t2 r7'-8- A 2 f 11Y," t4t6" |2'-e, z'.-to' 6 2'.-3. t2 IA 20,-a. 2 2'.-to' 6 f 2'-1- IA 2A42" t5,-2. 2 3,-9v.- 2._9t/.. t5 t5 23'.-8" 2 3'-9v"- n n- t 2,-9v,- t8 3044" 16.-4" ? {',-1" l0 3',-r' t8 t6 2\'-e. 4'-3' r0 5 3'-r. 20 n,54' t8'-2" 2 a,-av.. t2 2?'-A' 2 4',-q- t2 3',-5v," 22 t460- 2lJ,-?- 5'-5" t4 4',-O' 24 r8 ro,-8" s',-5" t4 7 A',-O ?6 1672. 25'-?' 2 7'-A- t8 5',-r- 50 20 36'-8- 2 7,-1. 5',-r' 33 40

t-,- -\\

END VIEW

CHANNEL BOTTOUR.C. CURTAIN

sEcTroNAL VIEW "X-X"

A

STANOARD ORAf,ING FES-I

rI

I

L

YTABLE OF DIMENSIONS ARCH PIPE

x x

0tA. TALL A B c D E 5 DIA.+l- P R-l R-2 G-T tr. h

n. 9- 6'-t' tE. 29' t2- z"

?,-e- 5d r600 t'-r/r't'-o- a,-t 5rl 3r- 17' t5"r-!- a.-t. A'-tv,- 37. 4r00

42. 4lz' 2'-t" 5tl 22" '-2t/."14. 3rl 49- 22' ?,-e-

2'-A. A'-A' t'-to' 6'-4' 7'.-5' 3rl 55- 21.6,-6- r-n. g'-4" E',-O- 3rl 6t. 24" 9270

9,-O- 3rl 71- 4'-t*

EOUIV,otA.

. SPAN . RISE

I A B c E P R2 G-T SAASHTClr 206

AHDtrNUNAI

l sHI(r ?06

AHD

INCHES

t5 rn t8 tl I /|'-o- 5'-0' t?- 2t/"tlIB )) ?2 t4 ),-6" /|',-t- 6',-r- r3' 2t/+l?t 26 t5 6'-r. 4'-O' 14" 2tbil

29 r8 t8 l'-r" 5'.-0' 2thi!o It4 ))v. 23 to" a,_n, lttL " 2t/>tl55 )7 5'-6- 22'42 I 3r llt/2" 4'.-7' ?t' 3Y.'1B 36 r- 1, 5',-3- "-to- 2A-54 40 t'-7" 6'-t. 2'-r 72V-. )a- 2tld60 73 45 6" r,-r0" 5'-6' z'.-e 8'-2" ?7IE 24' 2t/tl

t_ zr ct -Ju

c B

. THE UEASURED SPAN AND RISE SHALL NOT VARY MORE THAN : 2 PER CENTFROM THE VALUES SPECFIED BY AASHTO TI 205.

D

Y PLANI

TT S=SLOPE

UgG o

+

I=T _.1*l-_

---l , l-- -J" --l t E Ut-

PAY LENGTHSECTION X.X E "L_ END VIEWSECTION Y.Y

i END SECTION NOTEr T0]{GUE END O{ UPSIREAM SECTIONGROOVE END OI{ DOTNSIREAM SECTION

CONCRET E ARCH PIPE

FOR REINFORCED CONCRETE PIPE CULVERTS

(

( (

+W+6' +U+6-

MULTIPLE R.C. PIPE CULVERTS

lr-+A+3"

CULVERTS

r-0.

E E

+ +

PIPMULTIPLE C.M.ARKANSAS STATE HIGHWAY COMMISSION

FLARED END SECTION

SECTION A.ANOTEI ALTERNATE CONNECTIONS IO THE PIPE CULVERTS. IN ACCORDANCE IITH UANI,FACTURER,S STANDARD

PRACTICES, MAY BE UADE SUBJECT TO THE APPROVAL OF THE ENGINEER.

l1tu

I

!s+r

\./tII

EOurv.DIA.

SPAN RISEA|.: B

ilAX.H

t-t Ltlz' tT

2' + s GAUGE

t72t

ta55

56' 4242' 494E- 57

64 I60' ft

END SECTIONS FOR CORRUGATED METAL PIPE CULVERTS

CIRCULAR PIPE

CIRCULAR PIPE

U

C.M. ARCH PIPE

C.M. ARCH PIPE

A A

cotflEcr0R

MET

c.u. ARCH

AR PIPE

GAL RODDEOEDGE

t_APLAN

STANDARD DRAWING FES-2

END VIEW

tqr/- I

?4?/- I

J

il-18-04 REVISED NOTES

REVISEO NOTE 68-22-02 REVISED NOTE 6

CORRECTED AASHTO

r0-r-92 CORRECTED SPELLING ARKANSAS STATE HIGHWAY COMMISSION9-26-9r NEYT PHONE NUMBER

8-r5-9r ADDEO NOTE

ADJUSTED HEIGHT & ADDEO NOTE

DELETED SLOTS FROM SHELF & PLTF MAILBOX DETAILSADJUSTED DIMENSIONS OF STEEL POSTS

7-t5-88DAIE

120- 7-r5-88FILIIED

th. x tlz"4-SL0TS

st/s' MAILBOX

t/t6".8-32 xlt'SLOTTED RD. HD. BOLT(STOVE BOLTI2-U45HERS.T-LOCKUASHER,

(o r-ruTIt' -tO xl<'HEx BOLT2-TASHERS. I-LOCKIASHER.I-NUT

%'-16 x 4-rl2 - HEx BoL2-UASIERS.T -L0C(tASHER.I-NUT

TFORU

BRACKET

| .l .l lr Yr- ou.S.HOLES

x r 4'0R 4J%'DtA.l000EN POST ORO.D. sTEEL.FIPEzlt"3--'T--2ffi

SHELF

SINGLE INSTALLATION

)XPLATFORM

s GEICR& MTES

I. MAILBOX POSTS UAY BE TOOD OR IEIAL. TOOD POSTS SHALL BEPRESSURE IREATED FOR GROUNO CONTACT IN ACCORDANCE trITHSECIION 537.02 OF THE STANDARD SPECIFICATIONS.

2. ANTI-TTISI PLATES SHALT BE USED ONLY ON I'ETAL POSTS.5. T PLAIFORU SHALL BE

TREATED f,OOD I'AYGALVANIZED

BRACrcT PtASHALLBOLTSt00D

Asrx I FLATHEAD

PLATFORM. TA ACH THE NAILBOX TO xl1t'ort.4-HOLE5

4. THE UAILBOX SHETF ANO PLATFORI' THAT IS SHOIN IS FORSTANOARD SIZE TIAILBOXES. THE SHELF AND PLAIFORU SIZESHALL BE UODIFIEO TO FIT UAILBOXES OF A DIFFERENT SIZE.

5. ITETAL PIPE FOR UAILBOX SUPPORT SHALL BE 2' OUISIDEDIAMETER SIEEL UITH A IALL THICKNESS OF 0.145'AND AIEIGHT OF 2.72 LBS PER FT. OUTSIDE DIAMETER AI{D TEIGHISHAtt HAVE A IOLERANCE OF +/- 52, ACCORDIiIG TO AASHTOll r8r.

4' x 4- 0R 4y2' DtA. trO(X)EN POST2' O.O. STEEL PIPE

tl-J ANTFTTISf,ITH PIPE

BRACKET6. I'AILBOX SUPPORT SYSTEU DIFFERNG FROII THOSE SHOUN MAY

BE USED. PROVIDED THEY ARE OI{ THE AHTD OUALIFIED PRODUCTSLIST FOR UAILBOX SUPPORTS.

NOUINAL 2'MI,IFFLER CLAUP

I V2'

l--{sl;+st-Y

-N l%"l+-s. lF REoUESIED BY THE LoCALPOSIUASTER. HEIGHT IIAY VARYAS DIRECIED BY IHE ENGINEER. DOUBLE INSTALLATION

fr-r{ Tt' Ott.4.HOLES

ANTI.TWIST PLATENOUINAL 2'UUFFLER

o

--+--

--Lc

C

aaaa

5LO- ltrL 5',-0'lfl)t.

CLAMP

LENGTH TO FIT

SPACERSPACING FOR MULTIPLE POST INSTALLATION

ISSUED

REVISION STANDARD DRAWING MB.I

.l

_t

II

{-u"T-

--t--


CONCRETE PIPE CULVERTFILL HEIGHTS & BEDDING

EOUIV.OIA.

AASHTO M 207

SPAN RtSE

INCHES INCHES

l824273o3336394248546056727884

2330343842454953506876839198ro5

l4l922242729323438434853586368

CONSTRUCTION SEOUENCEI. PLACE STRUCIURAL BEDDING MATERIAL TO GRADE. DO NOT COMPACT.2. INSTALL PIPE TO GRAOE.3. COMPACT STRUCTURAL BEDOING OUTSIDE THE MIDDLE THIRO OF THE PIPE.4. PLACE AND COMPACT THE HAUNCH AREA UP TO THE MIOOLE OF THE PIPE.5. COMPLETE BACKFILL ACCORDING TO SUBSECTION 606.03.(fXI).

NOTE: HAUNCH AND STRUCTURAL BEDDING MATERIAL WILL NOT BEPAID FOR SEPARATELY, BUT COMPENSATION IVILL BE CONSIDEREDTO BE INCLUDED IN THE PRICE BIO PER LINEAR FOOT OF CONCRETEPIPE.

. LEGEND -0r = NoRMAL INSIoE oIAMEIER OF PIPEllo= oUTSIoE oIAMETER oF PIPEH : FILL COVER HEIGHT OVER PIPE (FEET)

MIN. = MINIMUMMi% = UNDISTURBED SOIL

rFsu-g wtt-t Nor BE ALLowEo.,*r*MATERIALS SHALL NoT INCLUoE oRGANIC MATERIALS

OR STONES LARGER THAN 3 INCHES.

,.:. -:

REINFORCED CONCRETEARCH PIPE DIMENSIONS

EOUIV.DIA.

SPAN RISE

AASHTOM 206

AHTDNDMINAL

AASHTOM 206

AHTDNOMINAT

INCHES INCHES

t5l82t243035424854507Z849095

r08t20t32

l8222628\t36y1$16StYa58rr657388tozll5t22138154168%

t822262936445l59657388

toz115t22138t54t59

l1t3yztsy2l8

22Y2265A3l%36404554627277th87\61a7/o

to6lz

llt4t6l823273l364045546272778797

107

THE MEASURED SPAN AND RISE SHALL NOT VARYMORE THAN +- 2 PERCENT FROM THE VALUESSPECIFIED BY AASHTO M205.

MINIMUM HEIGHT OF FILL 'H'OVER CIRCULAR R.C. PIPE CULVERTS

CLASS OF PIPE

CLASS III CLASS IV CLASS V

INSTALLATIONTYPF TYPE I OR 2 TYPE 3 ALL ALL

PIPE ID (IN.) FEET

t2-t5 2 2.5 2 I

t8-24 2.5 3 2 I

27-33 3 4 2 I

36-42 3.5 5 2 I

48 4,5 5.5 ? I

54-60 5 7 2 I

56-78 5 8 ? I

84 -r08 7.5 I 2 I

NOTE: FOR MINTMUM C0VER VALUES,'H'SHALL INCLUDE AMINIMUM OF 12" OF PAVEMENT ANO/OR BASE.

MINIMUM HEIGHT OF FILL 'H'OVER R.C. ARCH & HORIZONTAL

ELLIPTICAL PIPE CULVERTS

INSTALLATION TYPE

CLASS OF PIPE

CLASS III CLASS IV

FEET

TYPE 2 OR TYPE 3 2.5 1.5

N0TE: TYPE I INSTALLATION hllLL NOT BEALLOWED FOR ARCH & HORIZONTALELLIPTICAL PIPE CULVERTS.

NOTE: FOR MINIMUM COVER VALUES.'H'SHALLINCLUOE A MINIMUM OF 1?" OF PAVEMENTANO/OR BASE.

REINFORCED CONCRETEHORIZONTAL ELLIPTICAL

PIPE DIMENSIONS

THE SPAN ANO RISE

TRENCH SECTION

EXCAVATION LINEAS REOUIRED

EMBANKMENT SECTION

I2'MIN.

LOWER IOE

HAUNCH

LOWER SIOE

\ { oo/2

_l

I

STRUCTURAL BEODING

BOTTOM OF EXCAVATION& SELECTEO PIPEBEOOING PAY LIMIT

PIPE BEOOINGOF UNOERCUT IFBY ENGINEER)

3'MINIMUM(6'MIN. IN ROCK)

SHALL NOT VARY MORE THANT 2 PERCENT FROM THE VALUESSPECIFIEO BY AASHTO M207.

MAXIMUM HEIGHT OFFILL 'H'OVER C]RCULAR

R.C. PIPE CULVERTS

INSTALLATIONTYPE

CLASS OF PIPE

CLASS III CLASS IV CLASS V

FEET

TYPE I 2l 32 50

TYPE 2 l6 25 39

TYPE 3 t2 20 30

NOTE: IF FILL HEIGHT EXCEEOS 50 FEET. A SPECIALDESIGN CONCRETE PIPE WILL BE REOUIREOUSING TYPE I INSTALLATION.

MAXIMUM HEIGHT OF FILL 'H'OVER R.C. ARCH & HORIZONTAL

ELLIPTICAL PIPE CULVERTS

INSTALLATIONTYPE

CLASS OF PIPE

CLASS tII CLASS IV

FEE T

TYPE 2 13 2l

TYPE 3 r0 l6

NOTE: TYPE I INSTALLATION WILL NOT BEALLOhIEO FOR ARCH & HORIZONTALELLIPTICAL PIPE CULVERTS.

EMBANKMENT AND TRENCH INSTALLATIONSI. MATERIAL IN THE HAUNCH AND OUTE]A STRUCTURAL BEDOING SHALL BE COMPACTED TO 952 OF THE

MAXIMUM DENSITY ACCOROING TO THE TYPE OR CLASS OF MATERIAL USED.

2. li-oR, T8ENCHES |IITH I'IALLS 0F NATURAL SotL, THE 0ENS|TY 0F THE SotL tN THE LOtvER S|DEzgNE SIALL BE aS F|RM AS THE 952 DENSITY REoU|RED FoR THE HAUNCH. tF THE EX|ST|No-SqIL DOES NOT MEET THIS CRITERIA. IT SHALL BE REMOVED AND RECOMPACTED TO 957OF THE MAXIMUM DENSITY ACCORDING TO THE TYPE OF MATERIAL USEO.

3..I9R.EMBAITKUEITS,TlE MATEEIAL IN THE LOIYER SIDE ZONE SHALL BE COMPACTED TO 952 OF THEMAXIMUM DENSITY ACCORDING TO THE TYPE OR CLASS OF MATERIAL USEO.

GENERAL NOTESI. CONCRETE PIPE CULVERT CONSTRUCTION SHALL CONFORM TO ARKANSAS STATE HIGHVIAY AND TRANSPORTATION

qE?ARTMENT STANOARD SPECIFICATIONS FOR HIGHITAY CONSTRUCTION (CURRENT EDITION), IVITH APPLICABLESUPPLEMENTAL SPECIFICATIONS ANO SPECIAL PROVISIONS. UNLESS OTHERY{ISE NOTED IN

'THE PLANS, SE'TION

AND SUBSECTION REFER TO THE STANDARO CONSTRUCTION SPECIFICATIONS.

2. CONCRETE PIPE CULVERT OESICN SHALL CONFORM TO AASHTO LRFD BRIOGE DESIGN SPECIFICATIONS, FIFTH EDITION(2010) yIrTH ?0t0 tNTER|MS.

3. ALL PIPE SHALL CONFORM TO SECTION 605. CIRCULAR R.C. PIPE CULVERTS SHALL CONFORM TO AASHTO MI7O.R.C.ARCH PIPE CULVERTS SHALL CONFORM TO AASHTO M2O6 AND HORIZONTAL ELLIPTICAL PIPE c,LV.RTS

--SHALL CONFORM TO AASHTO M207.

4, ALL PIPE SHALL BE PROTECTEO OURING CONSTRUCTION BY A COVER SUFFICIENT TO PREVENT DAMAGEFROM PASSAGE OF EOUIPMENT.

5. THE MINIMUM TRENCH V{IDTH SHALL BE THE OUTSIDE OIAMETER OF THE PIPE PLUS 24 INCHES.THE MAXIMUM ALLOIYABLE TRENCH WIDTH SHALL BE THE MINIMUM WIOTH PRACTICABLE FORWORKING CONDITIONS.

6, MULTIPLE PIPE CULVERTS SHALL BE INSTALLED TVITH A MINIMUM CLEARANCE OF 24 INCHES9ETWEEN STRTNGS 0F ptpE. REFER TO STD. DWG. FES-2 FOR M|N|MUM CLEARANCE WHERE FLAREDEND SECTIONS ARE USED,

7. IMPERVIOUS MATERIAL SHOULD BE PLACED AS DIRECTED BY THE ENGINEER AT THE ENOS OFTHE CULVERT TO PREVENT LOSS OF STRUCTURAL BEDDING vtHEN PERVIOUS MATERIAL IS USEOFOR STRUCTURAL BEODING AND/OR BACKFILL.

8. NOT MORE THAN ONE LIFTING HOLE MAY BE PROVIDED IN CONCRETE PIPE TO FACILITATEHANDLING. HOLE MAY BE CAST IN PLACE, CUT INTO THE FRESI] CONCRETE AFTER FORMS AREREMOVEO, OR DRILLEO. THE HOLE SI{ALL NOT BE MORE THAN TWO INCHES IN OIAMETER OR TWOINCHES SOUARE. CUTTING OR OISPLACEMENT OF REINFORCEMENT IIILL NOT BE PERMITTED.SPALLEO AREAS AROUND THE HOLE SHALL BE REPAIRED IN A YTORKMANLIKE MANNER. LIFTINGHOLE SHALL BE FILLED WITH MORTAR. CONCRETE, OR OTHER METHOD AS APPROVEO BY THE ENGINEER.

9. TTHEN DIRECTED BY THE ENGINEER, UNSUITABLE MATERIAL THAT IS ENCOUNTEREO AT THE BOTTOMOF THE EXCAVATED TRENCH (BELOY{ THE AREA IDENTIFIED AS "STRUCTURAL BEDDING" ABOVE) Y{ILLBE EXCAVATEO ANO REPLACEO ITITH SELECTED PIPE BEODING. THE OUANTITY OF MATERIAL REoUIRIDTO BACKFILL THE UNOERCUT AREA UP TO THE SELECTEO PIPE BEDOING PAY LIMIT OESIGNATED ABOVEIVILL BE MEASURED AND PAID FOR AS "SELECTEO PIPE BEODING,"

IO. WHEN THE EXISTING MATERIAL EXCAVATED FOR THE PIPE TRENCH IS DETERMINEO BY THE ENGINEERTO BE UNSUITABLE FOR BAC](FILLING THE PIPE (ABOVE THE AREA IDENTIFIEO ABOVE AS THE HAI,JNCH),BORROW MATERIAL OR MATERIAL FROM THE ROADWAY EXCAVATION ITILL BE USEO TO BACKFILL TxE iIpE.IF SUITABLE MATERIAL IS NOT AVAILABLE, THE ENGINEER MAY AUTHORIZE THE USE oF "SELE.iED FIpe E1cTTIIu..

12'MIN.

INSTALLATIONTYPE

MATERIAL REOUIREMENTS FORHAUNCH ANO STRUCIURAL BEDDINO

TYPE I AGGREGATE BASE COURSE (CLASS 5 OR CLASS 7)

IYPE ?SELECTEO MATERIALS (CLASS SM-I,

OR TYPE I INSTALLATION MATsM-z,0R SM-4)'ERIALI*

t* t*TYPE 3

AASHTO CLASSTFICATION A-1 THRU A-6 SOILOR TYPE I OR 2 INSTALLATION MATERIAL

ESTANDARD DRAWING PCC.I

VI5LU GLNLTIAL NO IL I.REVISED FOR LRFD DESIGN SPECIFICATIONSREVISED TYPE 5 BEDOING & ADDED NOTEffi

-

REVISION

i .':: :'..: .:

t-I


ME TAL PIPE CULVERTF ILL HE IGHTS & BEDDING

,t sPECS

IN

PIPEOIAMETER(INCHES)

@raruur,rur.rCOVER TOP OFPIPE TO TOP

OF GROUNO,,H" (FEET)

MAX. FILL HEIGHT "H" ABOVE TOP OF PIPE (FEET)

METAL THICKNESS (INCHES)

0.064 0.079 0.r09 0.r38 0.r68

2aRIVF

NCH

t2t5t82430364248

8467564234

9l736l4656304317

5947396758

4t706l

7364

C) 3tNcHevt INCH onmRIVETEO. WELDEO. BOLTED. OR HELICAL LOCK-SEAM

3642485450667278849096to?r08[4t20

I

I

I

22?222222222

484t5632292624

505l45403533l028?62422

EE7264595547444t3835553l50?s27

ilt90777t

6458534945434038353432

il8r0285797t6459545l454442593735

CORRUGATED STEEL PIPE (ROUND)

CORRUGATED ALUMINUM PIPE (ROUND)

CORRUGATED METAL PIPE ARCHES

CONSTRUCTION SEOUENCEI. PLACE STRUCTURAL BEOOING MATERIAL TO GRADE. OO NOT COMPACT.2. INSTALL PIPE TO GRAOE.3. COMPACT STRUCTURAL BEOOING OUTSIDE THE MIDOLE THIRO OF THE PIPE.4. COMPLETE STRUCTURAL BACKFILL OPERATION BY WORKING FROM SIOE TO

SIOE OF THE PIPE. THE SIOE TO SIOE STRUCTURAL BACKFILL OIFFERENTIALSHALL NOT EXCEEO 24 INCHES OR I/3 THE SIZE OF THE PIPE.WHICHEVER IS LESS.

TRENCHSECTION

EXCAVATION LINE- LEGEND - As REoUTRED

Do = oUTSIDE oIAMETER OF PIPE

EMBANKMENTSECTION

t2' IN}

NOTE: STRUCTURAL BACKFILL AND STRUCTURAL BEODING MATERIALWILL NOT BE PAID FOR SEPARATELY. BUT COMPENSATIONWILL BE CONSIDEREO TO BE INCLUOEO IN THE PRICE BIDPER LINEAR FOOT OF METAL PIPE.

INSTALLATIONTYPE

MATERIAL REOUIREMENTS FORSTRUCTURAL BACKFILL ANO STRUCTURAL BEDOING

TYPE I AGGREGATE BASE COURSE (CLASS 4,5,6, OR 7)

TYPE 2 SELECTEO MATERIALS (CLASS SM-I, SM-2, OR SM.4)oR TypE I INSTALLATIoN r'rarealnu@

@ sM-3 wtLL Nor BE ALLowEo.

EOUIVALENT METALTHICKNESSES AND GAUGES

METAL THICKNESS IN INCHES

GAUCENUMBER

STEEL

ZINC COATEO UNCOATED ALUMINUM

0.0640.0790.t090.r5E0.r68

0,0598o.o7470.r0450.r3450.r644

0.0600.0750.r050.r550.r64

t6t4t?r0

I

MAX.: MAXIMUMMIN.: MINIMUM

: = STRUCTURAL BACKFILL MATERIAL

N%iW( = UNOTSTURBED SOIL

EoUIV. DIA. = EoUIVALENT oIAMETER

H = FILL CoVER HEIGHT oVER PIPE (FEET)

MIDOLE STRUCTURALLOOSELY PLACEOUNCOMPACTED

BACKFILL

STRUCTURAL BEDOING

LIMIT

SELECTED PIPE BEDOING(BACKFILL OF UNOERCUT IFDIRECIEO BY ENGINEER)

EMBANKMENT

BEOOING

&

IN SOIL-MIN. EOUALS TWICE CORRUGATION DEPTHIN ROCK-MIN, EOUALS GREATER OF;

1,/2'PER FOOT OF FILL OVER PIPE 124'TWICE CORRUOATION OEPTH

O pon uruluut't covER vALUES,.H. sHALL INCLUDE A MINIMUM l2,,oF pAVEMENT ANo/oR BAsE.

@wxene rHE STANDARo z 2/3'x l2'coRRUGATtoN ANo GAUGE IS spEcrFIED FoR A crvEN DIAMETER.A prpE oF THE sAME DIAMETERWITH A 3'x l'0R 5'x l'CORRUGATION MAY BE SUBSTITUTED, PROVIDING IT IS GAUGED FOR A FILL HEIGHT CONOITION EOUAL TOOR GREATER THAN THE MAXIMUM FILL HEIGHT CONOITION FOR THE SPECIFIED GAUGE ANO CORRUGATION.

EMBANKMENT AND TRENCH'INSTALLATIONS

I. STRUCTURAL BACKFILL. EMBANKMENT, AND OUTER STRUCTURAL BEDDING MATERIAL SHALL BE COMPACTED TO952 OF THE MAXIMUM DENSITY ACCORDING TO THE TYPE OR CLASS OF MATERIAL USED.

2.INSTALLATION TYPE IOR 2 MAY BE USED FOR CORRUGATED STEEL OR ALUMINUM PIPE (ROUND).

S.INSTALALTION TYPE ISHALL BE USEO FOR CORRUGATEO STEEL OR ALUMINUM PIPE ARCHES WIIH??T. xV2"CORRUGATION.

4.INSTALLATION TYPE IOR 2 MAY BE USED FOR CORRUGATED STEEL OR ALUMINUM PIPE ARCHES WITH 3" X T'OR 5" X I" CORRUGATION.

GENERAL NOTESI. METAL PIPE CULVERT CONSTRUCTION SHALL CONFORM TO ARKANSAS STATE HIGHY{AY AND TRANSPORTATION

OEPARTMENT STANOARO SPECIFICATIONS FOR HIGHYTAY CONSTRUCTION (CURRENT EDITION), V{ITH APPLICABLESUPPLEMENTAL SPECIFICATIONS ANO SPECIAL PROVISIONS. UNLESS OTHERIVISE NOTED IN THE PLANS, SECTIONANO SUBSECTION REFER TO THE STANOARD CONSTRUCTION SPECIFICATIONS.

2. METAL PIPE CULVERT DESIGN SHALL CONFORM TO AASHTO LRFO BRIDGE DESIGN SPECIFICATIONS. FIFTH EDITION(20r0) tvrTH 20r0 rNTERrMs.

5. METAL PIPE CULVERT MATERIALS ANO INSTALLATIONS SHALL CONFORM TO SECTION 606 ANDJOB SPECIAL PROVISION "METAL PIPE".

4. ALL PIPE SIJALL BE PROTECTED OURING CONSTRUCIION BY A COVER SUFFICIENT TO PREVENTOAMAGE FROM PASSAGE OF EOUIPMENT.

5. THE MINIMUM TRENCH WIDTH SHALL BE THE OUTSIOE DIAMETER OF THE PIPE PLUS ?4 INCHES.TEE MAXIMUM ALLOI{ABLE TRENCH WIDTH SHALL BE THE MINIMUM VTIOTH PRACTICABLE FORV{ORKING CONDITIONS.

6. MULTIPLE PIPE CULVERTS SHALL BE INSTALLEO WITH A MINIMUM CLEARANCE OF 24 INCHESBETWEEN STRINGS OF PIPE. REFER TO STD. DWG. FES.z FOR MINIMUM CLEARANCE ITHEREFLARED ENO SECTIONS ARE USED.

7. IMPERVIOUS MATERIAL SHOULD BE PLACED AS DIRECTEO BY THE ENGINEER AT TI{E ENDS OFTHE CULVERT TO PREVENT LOSS OF STRUCTURAL BEODING WHEN PERVIOUS MATERIAL IS USEOFOR STRUCTURAL BEDOING ANO/OR BACKFILL.

8. VTHEN OIRECTED BY THE ENGINEER, UNSUITABLE MATERIAL THAT IS ENCOUNTERED AT THE BOTTOMOF THE EXCAVATEO TRENCH (BELOW THE AREA IDENTIFIED AS "STRUCTURAL BEDDING" ABOVEI IYILLBE EXCAVATEO AND REPLACEO ytITI'I SELECTED PIPE BEDOING. THE OUANTITY OF MATERIAL REOUIREDTO BACKFILL THE UNDERCUT AREA UP TO THE SELECTEO PIPE BEDDING PAY LIMIT DESIGNATED ABOVEWILL BE MEASURED AND PAID FOR AS "SELECIEO PIPE BEOOING,"

9. IYHEN THE EXISTING MATERIAL EXCAVATED FOR THE PIPE TRENCH IS OETERMINED BY THE ENGINEERTO BE UNSUITABLE FOR BACKFILLING THE PIPE (ABOVE THE AREA IDENTIFIED AS STRUCTURAL BACKFILL),BORROIY MATERIAL OR MATERIAL FROM THE ROAOV{AY EXCAVATION V{ILL BE USEO TO BACKFILL THE PIPE.IF SUITABLE MATERIAL IS NOT AVAILABLE, THE ENGINEER MAY AUTHORIZE THE USE OF "SELECTEO PIPE BACKFILL."

PIPEDIAMETER(INCHES)

(DMINUMUMCOVER TOP OFPIPE TO TOP

OF GROUND,,H" (FEET)

MAX. FILL HEIGHT "H" ABOVE TOP OF PIPE (FEET

METAL THICKNESS IN INCHES

0.060 0.075 0.r05 0.r35 0,t64

2.A INCH BY !/' INCH CORRUGATIONRTVFTFN NR HFI ICAI I NNK-qFAM

t2t824303642405460657Z

I

22z

?.52?22?2

453022

455022t8t5

52595l26434055

4t3??7434t3733

3428444338343l29

EOUIV.DIA.

(INCHES)

PIPEDIMENSION

SPAN X RISE(INCHES)

MINUMUMCORNERRAOIUS

(INCHES)

ALUMINUM

INCHES

(rt MrN. HEIGHT 0FFILL. "H" (FT.)

MAX. HEIGHT OFFILL, "H" (FT.)

MIN.I'HICKNESSREOUIREO

INCHES

o MIN. HEIGHT 0FFILL, "H" (FT.)

MAX, HEIGHT OFFILL. "H" (FI.)

INSTALLATION INSTALLAT ION INSTALLATION INSTALLATIONTYPE I TYPE I TYPE I TYPE I

z .A INCH BY hOR

INCH CORRUGATIONHELICAL LOCK-SEAMRIVETEO. I'ELOED.

2 INCH BY INCH CORRUGATION

t82t2450364248546056

2lxl524x1828x2O35x2442x2949x3357x3864x4371x4777x52

3333

3t/z4567I

0.0640.0540.0640.0790.0790.0790.r090.r090.r580.r68

?2.252.5

3333333

INSTALLATION

TYPE 2 TYPE 1

t5r5r5t2t2t2

r3t4t5r5

0.0600.0600.0600.0750.0?50.1050.r050.r350.r350.t64

22

2,252.5

t5r5r5r5tzt2t?

r3t4t5

INSTALLATION

TYPE 2 TYPE I3642485450657Z78849096r02r08

4Ox5l46x3653x4160x4666x5175x5581x598?x6395x67l03x7lll2x75ll7x79128x83

56789t2t4l4r6r5r8r8t8

o.0790.0790.0790.0790.0790.0790.0790.o790.r090.r090.r090.r09n r1A

2222222?22222

tzr3t3r3t3r5r5r5r5r5r5t5r5

t5r5t5t5

r5r5r5r5r5l5r5l5r5

STANDARD DRAWING PCM.IJ-JU-UU--li:6E:E7-

NATF

5333333335531

U


PLASTIC PIPE CULVERTHIGH DENSITY POLYETHYLENE)

2-27-tt REVISED GENERAT NOTE t.REVISED GENERAL NOTES & MINIMUM COVER NOTE

REvtst0NDATF

tz-t5 -il-ii:i7:10-

INSTALLATIONTYPE

.. MATERIAL REOUIREMENTS FORSTRUCTURAL BACKFILL ANO STRUCTURAL BEDDING

TYPE ? .SELECTED MATERIALS (CLASS SM-I, SM-z OR SM-4)

MINIMUM TRENCH WIDTHBASED ON FILL HEIGHT "H"

'.1i'

. AGGREGATE BASE COURSE (CLASS 4.5,6, OR 7) MAY BE USEDIN LIEU OF SELECTED MATERIAL.

SM3 WILL NOT BE ALLOVIED.

STRUCTURAL BEODING MATERIAL SHALL HAVE A MAXIMUM PARTICLESIZE OF IINCH. STRUCTURAL BACKFILL MATERIAL SHALL BEFREE OF ORGANIC MATERIAL, STONES LARGER THAN I.5O INCH INGREATEST DIMENSION. OR FROZEN LUMPS.

STRUCIURAL BACKFILL AND STRUCTURAL BEDDING MAIERIALIIILL NOT BE PAID FOR SEPARATELY, BUI COMPENSATIONWILL BE CONSIOEREO TO BE INCLUDED IN THE PRICE BIOPER LINEAR FOOT OF HDPE PIPE.

TRENCH VIIOTH(FEET)

PIPEDIAMETER "H" < to,-o. "H" >0R= l0'-0'

t8" 4'.-6" A',-6"24" 5'.-O" 6'.-O"30" 5',-6" 7'-6"36" 6',-O" 9',-0"42" 7',-O' ro'-5"44" 8'-O" t2'-o"

EMBANKMENTSECTION

De

STRUCTURAL BACKFILL(D{OTE:

18" MIN. (I8" - 30" DIAMETERS)24" MrN. (56" - 48" DTAMETERS)

HAUNCHMINIMUM COVER VALUES, "H"SHALL INCLUDE A MINIMUM 12"

OF PAVEMENT AND/OR BASE.

AREABOTTOM OF EXCAVATIONSELECTEO PIPE BEDDINGPAY LIMIT

&

4" MIN. STRUCTURAL6" MIN. STRUCTURAL BEDDING

BEDDINGMIDDLE STRUCTURALLOOSELY PLACEDUNCOMPACTEO

BEDDING

MINIMUM COVER FORCONSTRUCTION LOADS

IF

MULTIPLE INSTALLATION OFHIGH DENSITY POLYETHYLENE PIPES

SELECTED PIPE BEDDING(BACKFILL OF UNDERCUT IFDIRECTED BY ENGINEER)

PIPEDIAMETER

CLEAR OISTANCEBETWEEN PIPES

r8" f -6'24" z'.-O"30" ?',-6"56" 3',-O"42' 3',-6"44" 4',-O"

TYPE 2 EMBANKMENT AND TRENCH INSTALLATIONSI. IIRUCIUBAL BACKFILL, EMBANKMENT, AND OUTER STRUCTURAL BEDOING MATERIAL SHALL 8E COMPACTED TO

952 OF THE MAXIMUM DENSITY ACCORDING TO THE TYPE OR CLASS OF MATERIAL USED.

ArrNruuu covER slrALL BE MEASURED FRoM Top oF prpE To rop oF THEMAINTAINEO CONSTRUCTION ROADYTAY SURFACE. THE SURFACE SHALL BE MAINIAINEO. CONSTRUCTION SEOUENCE

I. PLACE STRUCTURAL BEOOING MATERIAL TO GRAOE. OO NOT COMPACT.

2. INSTALL PIPE TO GRADE.

3. COMPACT STRUCTURAL BEDDING OUTSIDE THE MIDOLE THIRD OF THE PIPE,

4. THE STRUCTURAL BACKFILL SHALL BE PLACEO AND COMPACTEO INLAYERS NOT EXCEEOING 8". THE LAYERS SHALL BE BROUOHT UP EVENLYAND SIMULTANEOUSLY TO THE ELEVATION OF THE MTNIMUM COVER.

5, PIPE INSTALLATION MAY REOUIRE THE USE OF RESTRAINTS, WEIGHTINGOR OTHER APPROVED METHODS IN ORDER TO HELP MAINTAIN GRADE ANDALIGNMENT.

GENERAL NOTES

I. PIPE SHALL qONFORM TO AASHTO M294, TYPE S. INSTALLATION SHALL CONFROM TO JOB SPECIAL PROVISION"PLASTIC PIPE" AND SECTION 606 OF THE STANDARD SPECIFICIATIONS FOR HIGHWAY CONSTRUTTION (CURRENT EDITION).

2. ?I=A.STIC PIEE CULYEBT OESIGN SHALL CONFORM TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, FIFTH EDITION(20r0t tIrTH 2010 rNTERrMs.

3. TlE MAXI!||UU ALLOIYABLE TRENCH WIDTH SHALL BE THE MINIMUM WIDTH PLUS A SUFFICIENT V{IDTH TO ENSUREYIORKING ROOM TO PROPERLY ANO SAFELY PLACE AND COMPACT HAUNCHING AND OTHER BACKFILL MATERIA'.

4. IMPERVIOUS MATERIAL SHOULD BE PLACED AS DIRECTED BY THE ENGINEER AT THE ENDS OF THE CULVERT TOPREVENT LOSS OF STRUCTURAL BEDOING WHEN PERVIOUS MATERIAL IS USED FOR STRUCTURAL BEDDING ANO/OR BACKFILL.

5. WHEN OIRECTEO BY THE ENGINEER, UNSUITABLE MATERIAL THAT IS ENCOUNTERED AT THE BOTTOM OF THE EXCAVAIEDTRENCH (BELOI{ THE AREA IDENTIFIED AS "STRUCTURAL BEDOING" ABOVE) WILL BE EXCAVATED AND REPLACED WITHSELECTEO PIPE BEDDING. THE OUANTITY OF MATERIAL REOUIRED TO BACKFILL TI{E UNDERCUT AREA UP TO iHE SELECTEOPIPE BEDDING PAY LIMIT DESIGNATEO ABOVE lvILL BE MEASURED ANO PAID FOR AS "SELECTEO PIPE BEDDING."

5. WHEN THE EXISTING MATERIAL EXCAVATEO FOR THE PIPE TRENCH IS DETERMINEO BY THE ENGINEER TO BE UNSUITABLEFOR BACKFILLING THE PIPE (ABOVE THE AREA IDENTIFIED ABOVE AS STRUCTURAL BACKFILL), BORROIV MATERIAL ORMATERIAL FROM THE ROADIVAY EXCAVATION llILL BE USEO TO BACKFILL THE PIPE. IF SUITABLE MATERIAL IS NOTAVAILABLE, THE ENGINEER MAY AUTHORIZE THE USE OF "SELECTED PIPE BACKFILL."

7. FOR PIPE TYPES THAT ARE-NOT SUqQTH O! THE OUTSIOE (CORRUGATEO OR PROFILE IYALLS),BACKFILL GRADATIONSSHOULD BE SELECTED THAT IYILL PERMIT THE FILLING OF THE CORRUGAIION OR PROFILE VALLEi.

8. HIGH OENSITY POLYETHYLENE PIPES OF DIAMETERS OTHER THAN SHOI{N Y{ILL NOT BE ALLOVIED.

- LEGEND -H . FILL HEIGHT (FT.)

0 = oUTSIDE DIAMETER 0F P|PEMAx. = MAXIMUMMlN. = MINIMUM

NAV(: STRUCTURAL BACKFILL MATERIAL

= UNoISTURBEo SOIL

oI

FI!2U-)Jux

NOTE

TRENCHSECTION

=

(KIPS)

MIN.

(KIPS}

?'-o' I ?'-6" 3'-O" 3',-O",',-O" I 5'.-O" 3'-6" 4'-O"

9. J9INTS FOR HDPE PIPE SHALI MEET THE REOUIREMENTS FOR SOIL TIGHTNESS AS SPECIFIED IN AASHTO SECTION 25.4.2.4 AND1Q..4jA :?4S[TO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS." JOINTS SHALL BE INSIAI.ED PER MANUFACTURER;S

'-RECOMMENDA TIONS.

STANDARD DRAWING PCP-I

PIPEDIAMETFR

ARKANSAS STAIE HIGHWAY COMMISSION

PLASTIC PIPE CULVERT(PVC F949)

t2-t5-il

DilETER

"H"

40'-o"

INSTALLATIONTYPE

.. MATERIAL REOUIREMENTS FORSTRUCTURAL BACKFILL ANO STRUCTURAL BEDDING

TYPE 2.SELECTEO MATERIALS

(cLA55 sM-r, SM-2,0R SM-4)

MAXIMUM FILL HEIGHTBASED ON STRUCTURAL BACKFILL

. AGGREGATE BASE COURSE (CLASS 4,5,6, OR ?) MAY BE USEDIN LIEU OF SELECTED MATERIAL.

EMBANKMENTSECTIONSM3 WILL NOT BE ALLOWED.

STRUCTURAL BEDDING MATERIAL SHALL HAVE A MAXIMUM PARTICLESIZE OF IINCH. STRUCTURAL BACKFILL MATERIAL SHALL BEFREE OF ORGANIC MATERIAL, STONES LARGER THAN I.5O INCH INGREATEST OIMENSION. OR FROZEN LUMPS.

STRUCTURAL BACKFILL AND STRUCTURAL BEDDING MATERIALVIILL NOT BE PAID FOR SEPARATELY. BUT COMPENSATIONWILL BE CONSIDERED TO BE INCLUDED IN THE PRICE BIDPER LINEAR FOOT OF PVC PIPE.

@ Hore:12" MrN. fl8" - 36" oTAMETERS)

MINIMUM COVER VALUE, "H"SHALL INCLUDE A MINIMUM 12"

OF PAVEMENT AND/OR BASE.

D

STRUCTURAL BACKFILL

MINIMUMBASED ON

TRENCH WIDTHFILL HEIGHT "H" BOTTOM OF EXCAVATION &

SELECTED PIPE BEOOINGPAY LIMIT

TRENCH V{IDTH(FEET)

PIPEOIAMETER "H" >0R: l0'-0'

t8"24"30"36"

4" MIN. STRUCTURAL BEDDING6" MIN. STRUCTURAL BEDOING IF ROCK

MIDDLE STRUCTURALLOOSELY PLACEDUNCOMPACTED

BEOOING

SELECTED PIPE BEDDING(BACKFILL OF UNDERCUT IFDIRECTED BY ENGINEER)

MINIMUM COVER FORCONSTRUCTION LOADS

TYPE 2 EMBANKMENT AND TRENCH INSTALLATIONSI. STRUCTURAL BACKFILL. EMBANKMENT, AND OUTER STRUCTURAL BEOOING MATERIAL SHALL BE COMPACTED TO

952 OF THE MAXIMUM DENSITY ACCOROING TO THE TYPE OR CLASS OF MATERIAL USED.

MULTIPLE INSTALLATION OFPVC PIPES

@ MrN. CoVER (FEET) FoR TNDTCATEoCONSTRUCTION LOADS

PIPEDIAMEIER

r8.0-50.0(KIPS)

50.0-75.0(KIPS}

75.0-il0.o(KtPS)

Io.o-t75.o(KtPS)

18" THRU 36" 2'-O" z',-6" 3'-O"

CONSTRUCTION SEOUENCEI. PLACE STRUCTURAL BEODING MATERIAL TO GRAOE. DO NOT COMPACT.

2, INSTALL PIPE TO GRADE.

5. COMPACT STRUCTURAL BEODING OUTSIOE THE MIDDLE THIRD OF THE PIPE.

4. THE STRUCTURAL BACKFILL SHALL BE PLACED ANO COMPACTEO INLAYERS NOT EXCEEOING 8". THE LAYERS SHALL BE BROUGHT UP EVENLYAND SIMULTANEOUSLY TO THE ELEVATION OF THE MINIMUM COVER.

5. PIPE INSTALLATION MAY REOUIRE THE USE OF RESTRAINTS, WEIGHTINGOR OTHER APPROVED METHOOS IN ORDER TO HELP MAINTAIN GRADE ANOALIGNMENT.

PIPEDIAMETER

CLEAR DISIANCEBETvvEEN PIPES

t8" r -6"24" 2'-O"30" z'.-6"36" 3',-O"

@u'H'uuu covER SHALL BE MEASURED FRoM Top oF prpE To rop oF THEMAINTAINEO CONSTRUCTION ROADYIAY SURFACE. THE SURFACE SHALL BE MAINTAINED.

GENERAL NOTES- LEGEND -

I. PIPE SHALL CONFORM TO ASTM F949. CELL CLASS 12454. INSTALLATION SHALL CONFROM TO JOB SPECIAL PROVISION"PLASTIC PIPE" AND SECTION 505 OF THE STANDARO SPECIFICIATIONS FOR HIGHVTAY CONSTRUCTION (CURRENT EDITION),

2. BLASTIC PIPE CULVERT OESIGN SI{ALL CONFORM TO AASHTO LRFO BRIDGE DESIGN SPECIFICATIONS, FIFTH EDITION(2010) tlrTH 20ro TNTERTMS.

3. THE MAXIMUM ALLOWABLE TRENCH Y{IOTH SHALL BE THE MINIMUM V{IDTH PLUS A SUFFICIENT YTIDTH TO ENSUREWORKING ROOM TO PROPERLY ANO SAFELY PLACE ANO COMPACT HAUNCHING AND OTHER BACKFILL MATERIAL.

4. IMPERVIOUS MATERIAL SHOULD BE PLACED AS DIRECTEO BY THE ENGINEER AT THE ENDS OF THE CULVERT TOPREVENT LOSS OF STRUCTURAL BEDDING WHEN PERVIOUS MATERIAL IS USED FOR STRUCTURAL BEDDING AND/OR BACKFILL.

5. WHEN DIRECTED BY THE ENGINEER, UNSUITABLE MATERIAL THAT IS ENCOUNTERED AT THE BOTTOM OF THE EXCAVATEDTRENCH (BELOII THE AREA IDENTIFIED AS "STRUCTURAL BEOOING" ABOVE) IVILL BE EXCAVATED ANO REPLACEO WITHSELECTEO PIPE BEODING. THE OUANTITY OF MATERIAL REOUIRED TO BACKFILL THE UNOERCUT AREA UP TO THE SELECTEDPIPE BEDDING PAY LIMIT OESIGNATED ABOVE WILL BE MEASURED AND PAID FOR AS "SELECTEO PIPE BEDOING."

6. VTHEN THE EXISIING MATERIAL EXCAVATEO FOR THE PIPE TRENCH IS OETERMINED BY THE ENGINEER TO BE UNSUITABLEFOR BACKFILLING THE PIPE (ABOVE THE AREA IDENTIFIED ABOVE AS STRUCTURAL BACKFILL}, BORROIY MATERIAL ORMATERIAL FROM THE ROADITAY EXCAVATION VIILL 8E USED TO BACKFILL THE PIPE, IF SUITABLE MATERIAL IS NOTAVAILABLE, THE ENGINEER MAY AUTHORIZE THE USE OF "SELECIED PIPE BACKFILL."

7. FOR PIPE TYPES THAT ARE NOT SMOOTH ON THE OUTSIOE (CORRUGATEO OR PROFILE VTALLS), BACKFILL GRADATIONSSHOULO BE SELECTED THAT WILL PERMIT THE FILLING OF THE CORRUGATION OR PROFILE VALLEY.

8. PVC PIPES OF DIAMETERS OTHER THAN SHOWN V{ILL NOT BE ALLOITEO.

H = FILL HEIGHT (FT.)0o = oUTSIDE oIAMETER 0F PIPE

MAx.: MAXIMUMMlN. : MINIMUM

: : STRUCTURAL BACKFILL MATERIAL

NKVC = UNDISTURBEO SOIL

9, JOINTS FOR PVC PIPE SHALL MEET THE REOUIREMENTS FOR SOIL TIGHTNESS AS SPECIFIEO IN AASHTO SECTION 25,4.2.4 AND30.4.2 "AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS." JOINTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

FE!2uE

J

ux

UU

TABLE

TRENCHSECTION

Oser NOTE

TIONCOVER

---+---\

STANDARD DRAWING PCP.zNATF

-z=27-IT

il-t7-t0

REV GENERAL NOTES & MINIMUM COVER NOTE; DELETEDq,M1 MATFPIAIISSUED

REVtSt0N DATE FILMEO F7

6-r-r7 AODED YIELD LINE OETAIL

5-12-r5 REVISED LINE V'IOTHS, SPACING. &NOTES STAIE HIGHWAY COMMISSION

9-r2-r3 REVISED DETAILT

il-t7-t0 REVISED GENERAL NOTES &REMOVED PLOWABLE PVMT MRKRS

[-r8-04 REVISEDNOTE2&GENERALNOTES

8-22-02 ADDED CROSSIIALK &STOPBAR DTLS.

7- 02-98 ADDED DETAILS OF STD.RAISED PAV'T. MARKERS

PAVEMENT MARKING DE TAILS

r-9-30-80OATE REVTST0N FILMED

CENTER SKIP YELLOW

T30'

(TYP.)*____RAISED PAVEMENT

NOTES:I. REFER TO THE STRIPING DETAILS FOR

PAVEMENT MARKING LINE WIDTHS.

2, THIS DRAWING SHALL BE USED IN CONJUNCTIONWITH THE LATEST REVISED ADDITION OF THE"MANUAL ON UNIFORM TRAFFIC CONTROL OEVICES."

3. RAISED PAVEMENT MARKERS SHALL BE PLACEDON AN 80 FEET SPACING UNLESS OTHERWISESHOWN IN THE PLANS.

CONCRETE PAVEMENT ASPHALT PAVEMENT

BROKEN LINE STRIPING 2" FOR ASPHALT OR CONCRETE PAVEMENT6" FOR BITUMINOUS SURFACE TREATMENT

TINUOUS YELLOWN

N,D PAVEMENTER (TYP.) EDGE OF PAVEMENT

-raCENTER JOINT

L+

TTa a

SKIP YELLOW

SOLID LINE STRIPING ON CONCRETE PAVEMENT tT

PAVEMENT EDGE LINE MARKING

CONTINUOUS YELLOW N N

.a_RAISED PAVEMENTMARKER (TYP.)

,a-

SKIP YELLOWINE

SOL ID L INE S T RIPING ON ASPHAL T PAVEMEN T4.7"

NOTE;THE RED LENS OF THETYPE II R.P.M. SHALLFACE THE INCORRECTTRAFFIC MOVEMENT.

TYPE IIREO/CLEAR OR

YELLOVI/YELLOYv

tSKIP YELLOW NOTE3 PR|SMAT|C REFLECTOR

DIMENSIONS SHOV{N FOR RAISED PAVEMENTMAR(ERS ARE TYPICAL. THE CONTRACTORMAY SUBSIITUTE SIMILAR MARKERS ITITH

TN

IJf---r-TZcEurrR lorur

THE APPROVAL OF THE ENGINEER. REOUESTINGAPPROVAL FOR SIMILAR MARKERS MAY BEMADE BY REFERRING TO THE AHTD OUALIFIEOPROOUCTS LIST.

o.52"

T BROKEN LINE STRIPING

ASPHALT PAVEMENT CONCRETE PAVEMENT

STRIPING AT ADJACENT NO PASSING LANES

DETAIL OF STANDARDRAISED PAVEMENT MARKERS

r'-0" t'-0

r! V

12" STOPBAROFFSET STOPBAR 4'FROM CROSSWALK

12" CROSSIIALK STRIPESr0 f r. t,rDE - PLACED 4 f t. 0.c.OFFSET NEAR EDGE OF CROSST'ALK3 FT. MIN. FROM LANE EDGE

ULTO ENTRY LANE

f -6"

Iilil1ilililDIRECTION

OF TRAVEL

CENTER LINESKIP 0t{

CENTER STRIPEON CENTER LINE.

SKIP YELLOW

CONTINUOUS WHITE

CONTINUOUS IVHITE

:,;,,-,7OMIT BROKEN LINE STRIPING

CONTINUOUS YELLOW

N

N o

SKIP YELLOW

YIELD LINE DETAIL CROSSWALK AND STOPBAR DETAILSSTANDARD DRAT{ING PM.I

12-8-15

AOOEO NOTE FOR GEOTEXTILE FABRIC

AOOED NOTES FOR PIPE UNDEROR^INS.REVISED ROOENT SCREEN OETAIL AND NOTES,REMOVED NOTE IFOR GRANULAR MATERIAL.

REVISEO NOTE 3r-12-oo REVISED DETAIL OF UNDERORAIN LATERALS[-r8-98 REVISED NOTEro-18-96 REVISED MIN. DEPTH & GEOTEXTILE FABRIC

4-26-96 A00ED LATERAL NOTE:572' T0 5"t-22-95 REVISED LATERALS7-20-95 REVISEO LATERALS & ADDED NOTE[- 3-94 REVISEO FOR OUAL LATERALS [- 3-94 ARKANSAS STATE HIGHWAY COMMISSIONto- r-q2 SUBSTITUTED CEOTEXTILE ro- r-928-r5-qr ADOED POLYEDTHYLENE PIPE 8-15-9r[- 8-90 OELETED ALTERNATE NOTE lr- 8-90r-25-90 ADDED 4" SNAP ADAPTER r-25-90

DETAILS OF PIPE UNDERDRAIN[-lo-aq DEL. (SUBGRADEI: ADDEO (UHERE REOUIRED, il-30-E9

ISSUED P.L.M. 647-7-t5-88TTTTFiifiET-

7-t5-88DATE

4" PIPE LATERAL

4' PIPE LATERAL

.4 BAR

Iv

@

@

s

NOTE:

I. UNLESS OTHERTIISE SPECIFIEO ON THEPLANS. THE UNOERDRAIN COVER SHALLBE THOROUGHLY COMPACTEO EARTH ANDSHALL BE SUBSIDIARY TO PIPE UNOERDRAIN.

2. GRANULAR MATERIAL SHALL BE TRAPPEDTITH GEOTEXTILE FABRIC. LAP FABRIC 12" ORTHE WIDTH OF THE TRENCH AT THE TOP.

s

#tOF SCREEN

e

s30.0. P|PE .4 BAR+E' 48*

FLATTENED EXPANOEDSTAINLESS STEEL I''I5 FTHICKNESS = 0.050'-OPENING SIZE = 0.312" x 1.00"I

Li

Iz=l-t&rl

l

t;F

BOLT ON RODENT SCREEN .T-bt

l-=l_

UNDERORAIN COVER(WHERE REOUIRED' PLAN VIEW

GRANULAR MATERIAL {J--DETAIL OF HOLE

FOR 4" PIPE

FRONT VIEWGEOTEXTILE FABRICALL AROUNO & LAPPED AT TOP

(DETAIL OF ROOENT SCREEN'

St oP€-.SHAPE SLOPE T0

YlnovroE oUTLETORAIN PIPE

F

SIDE VIEW

FE[N33 i33P,1',lf^cliBiffi'l.J3Er.orr,., UNDERDRATN oUTLET pRoTEcToRSCOUPLING OR EOUAL IITH 2 CLAMPS (TYPICAL)

FERNCo 1056-44 (4" C|IPLAST|CT ORFERNCo r05r-44 (4" AClDt0R 4" CtlpLASTtC,COUPLING OR EOUAL TITH 2 CLAMPS (TYPICALT

EOGE

FLOW FLOf,

4" PIPE UNOERDRAIN 4" PIPE UNOERDRAIN 4" PIPE UNOERORAIN 4" PIPE UNDERORAIN

GLUEO CONNECTION(TYPICAL) SCHEDULE 40 LONG CLUEO CONNECTION

(TYPICAL)

z=o

4" PIPE LATERAL(NON-PERFORATEO' F

=o

Sf,EEP 90'ELBOT OR EOUAL(TYPICAL)

.250'NoRMAL4" PIPE LATERAL(NON-PERFORATEDI

ztJo .NOTE:

LATERALS SHALL BE INSTALLED AT ALLSAGS AND AT 25O'INTERVALS ON GRADES.THE 250'DISTANCE MAY BE EXCEEDEDONLY ITHERE NECESSARY FOR ANACCEPTABLE OUTLET.

FUJFfo

ON CRADIENT AT SACS

DETAILS OF PIPE UNDERDRAINDETAL OF PIPE UNDERDRAIN LATERALSWHEN PLACED ALONG PAVEMENT EDGE

NoTE! pvc ptpE FoR LATERALS SHALL MEET THE REoU|REMENTSOF ASTM D 1785 (LATEST REVISION' FOR SCHEOULE 40 PIPE.

NOTES FOR PIPE UNDERDRAINS

L qEOJEITILE FABRIC SHALL MEET THE REOUIREMENTS OF SECTION 625 FOR TYPE I. PAYMENT FOR GEOTEXTILE FABRIC AND GRANULAR FILTER MATERIAL SHALL BEINCLUOEO IN THE PRICE BID PER LIN.FT.FOR "4- PIPE UNOERDRAINS" IN AccORDANcE IITH SECTION 6IIOF THE STANDARD SpecrcIroIs.?1i:Iq!-PERFORATEO SCHEDULE 40 PVC PIPE LATERALS WITH OUTLET PROTECTORS SHALL BE INSTALLED AS SHOWN HEREON.LATERALS f,ILL BE MEASURED AND?4ID fOE AS "4" PIPE UNDERDRAINS." UNDERORAIN OUTLET PROTECTORS wILL BE MEASUREO ANO PAIO FoR BY THE uur r[ IcconoINct mTH_ sEcflox-sI|oF iIiESTANDARD SPECIFICATIONS.

3. EIISTING 4" PIPE UNOERDRAINS MAY BE CONNECTED TO PROPOSED OROP INLETS OR EXTENDED WHERE OIRECTED BY THE ENGINEER. PAYMENT FOR CONNECTING TODROP INLETS SHALL BE CONSIDEREO INCLUDEO IN THE PRICE BtD FOR "4" PIPE UNOERDRAINS."

4.THE LOCATION OF ALL LATERALS SHALL BE MARXEO WITH 4'X 12- PERMANENT PAVEMENT MARKING TAPE (TYPE IIIWHITE)AT THE OUTSIOE EOGE OF THESHOULDER. PLACED TRANSVERSE TO TRAFFIC. PAYMENT FOR THIS TORK SHALL BE INCLUOED IN THE PRICE BID FoR rgE vlhlous c6rinA.i-IrEus.

_ _

5. PAYMENT FOR THE RODENT SCREEN SHALL BE INCLUOEO IN THE PRICE BIO PER EACH FOR "UNDERORAIN OUTLET PROTECTORS."

6. ANY EXISTING UNOERORAINS THAT INTERFERE TITH INSTALLATION OF THE NET UNDERDRAIN SYSTEM SHALL BE REMOVED AND DISPOSED OF ASEIGII{EEE. PAYUENT ilLL BE coNstDEREo tNcLU0Eo rN THE PRrcE BrD FoR THE vARtous CoNTRACT tTEUs. ExtsrtNc uHoERoRlrH ourlEi pnorEc'REMOVED UNDER THE ITEM "REUOVAL ANO OISPOSAL OF UNOERDRAIN OUTLET PROTECTORS."

, DIRECTED BY THETORS SHALL BE

?. AT LOCATIONS TIHERE A SINGLE LATERAL IS USED THE CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONSISTANDARD ORAWING PU-IAND GROUT THE UNUSED HOLE OR 2.INSTALL AN OUTLET PROTECTOR IIITH A SINGLE

I. INSTALL OUTLET PROTECTOR AS SHOWN ONHOLE.

VO

{oo

)- eree I I

I

4" PIPE LATERAL

HANDLING

v

(oUNOERDRAIN COVER(UHERE REOUIREDI

z=

GRAI{ULAR MA

DRAIN PIPE ON GRADE

STANDARD DRAITING PU-I

I ARKANSAS STATE HIGHWAY COMMISSIONT

III

-TIETFJIF

TABLES AND METHOD OFSUPERELEVATION FOR TWO.h/AY TRAFFIC

JJEII:EIII.NATE

LS GTI L8 GT} LS (FT' LS (FT' L8 (FTI L8 (FT'OEGREEOF

CURVElIr]rMult DESIRABLE

e

MNIMUII DESIRABLE

e

utNtut tu TTESIRABI F

e

UINIIIUM OESIRABLE

ellrNrMuu OESIRABLE

g

Mri[tult DESIRAB1 F

273 500

225250

350

200 500

400

300r75

250

550

roo

200

550

500

t50

200

250

200

250

-rilIlr':-

t C

SUPERELEVATION TABLE FOR IWO - WAY TRAFFIC FEGc,oo,

.UIIESS OTHERT'ISE NOTEO.

.l/1 Lc

I

D MAx = 3'30'

-T rrsr-EEpffi-enr6E-suecnnEtEEEt

D UAX . 5'I5'I

II

t

I

I

L-

D UAX = l5'l5'I

I

I

I

I

I

I

I

II

I

iI

INC-RC-e-

Le-L-

d-c-

ABBREVIATIONS

NORMAL CROUNREVERSE CROTN. STPERELEVAIION AI I{ORMAL CROTN SLOPERATE OF SUPERELEVATION (FT. PER FT.'LENGTH OF SUPERELEVATION TRANSITION (FT.IOISTANCE FROM BEGIiilING OF SUPERELEVATION TRANSIIIONTO ANY POINT (FT.'TIOTH OF PAVEUENT lFT.t OB IIDTH OF SUBGRADE (FT.T

NORIIAL CROIN (FT.'

ISIANDARD METHODREVOLVES AROUNO

OR INNER i

WHEN SUPERELEINNER SUBGRADE

PAVEMENI EDGE

VATION: POINT

N0TEr MAINTAIN N0RMAL CR0YN Ol{INSIDE UNTIL SUPERELEVATIONEXCEEDS 2C.

GENERAI- NOTES

I. ON PAVEMENT UITH TI'O.I'AY TRAFFIC. THE SUPERELEVATION SHALL BE REVOLVEDO{ THE INSIOE PAVEMENT EOGE UNLESS OTHERUISE NOTED ON THE PLANS

2. SUPERELEVATION YALI,ES SHOWN ON THE CROSS SECTIONS ARE VALUES(+, OR (-, TO BE ADOEO TO OR ST.,BTRACIEO FBOM THE POINT OF CONiROL.3. LENGTHS FOR L MEY BE ROUNOEO IN MULTIPLES (r 25 FT. OR 50 FT.

TO PERMII SIMPLER CALCULATIONS..1. PAVEMENTS ldlDER THAN 2 LANES SHA|-L HAYE ADDITIoNAL TRANSITIoN

LENGTHS AS FOLL0YST

gI

II

I

I

FogoL

E.

I

I

I

I

.UNLESS OTI€RYISE NOTED.

ol/1 Ls

3 LANE UNDIYDED . - - - - +2OZ4 LANE UNDlvloED - - - - - +5OZ5 LANE UN0|V|oED - - - - - +8026 LANE UNDIVIDED - - - - - +l0OZ

Lc MAXIMUMSUPERELEVATION

FORMULALdcLs

SUPERELEVATIO{

E.

I

I

I

I

I

II

I

I

EI

0uTsrDE suBGRipE_EEEI

--L-

N0TEr MAINTAIN NORMAL CBOWN ON INSITEUNTIL SUPERELEVATION EXCEEOS 2C.

RAIE OF SUPERELEVATION SHALL BECOMPUTED ON STRAIGHT LINE METHODUSING APPLICABLE Ls.

rI

I

I

t

I

I

L--lESroftiEEFADe

EU6-

CONTROL POINTI

II

I

A

I

I

I

I

B

STANDARD MEIHOO WHEN SUPERELEVATIONREVOLVES AROUNO CENTER LINE

STANDARD DRAWING SE.2

€

g- q5-

6.Iil'

L.

e.

I

I

I

I

I

II

I

I

I

q.II

I -)- oursroE -4yE!E!T _08-i!JE9RA!EIEE_I

I

I

I

I

I

D

e

\^

9-12-r3 REVISED REINFORCED CONCRETE SPRING BOX

7-?642 REMOVED RETAINING WALL OETAILS &REVISED HAND RAILING DFTAN S

4-t7-OB REV. JOINI FOOTING STEP DETAILS&[-29-07 REVISED RETAINING TIALT DRAINAGE5-25-06 REVISED PVMT REPAIR OVER CULVERTS (CONC);

REVISED REINFORCFD CONC SPRINC ROXro-9-o5 REVISED PIPE RAILING OETAILS

TO HAND RAILING OETAILSREVISED RETAINING IVALL ORAIYINGADDED HAND RAILING DETAIL

[-16-0r REVISED PVMT REPAIR OVER CULVERTS (CONC):

CORRECTED SPELLING IN GENERAL NOTESil-tE-96 AUULU GT.NT.RAL NOtE5 TO

CONCRETE STEPS & WALKSENLARGED PIPEAUUED NOIE IO SIEEL BAR SCHEO.

r0-tB-96 CORRECTED SPELLING4-26-966-2-94 CHANGED CONST. TO CONTRACTION JOINTro-r-92 SHANGLIJ MESH FABRIC TO IVIRE MESH ro-r-928-15-qr ULLLIED HDYIL MODIFICATION DETAIL 8-15-9ril-8-90 ULLLIED COLD MIX FROM CULV'T.REPAIR fl-8-90

[-30-89 REV. RETAINING YIALL STEEL SCHEOULE [-50-89[-t7-88 BARS BEHIND ARROW 665-[-r7-887-15-88 REV. PAVEMENT REPAIR

ADDED HDWL. MODS. DEL. PIPE UNDERDRAINS549- 7-r5-88

il-r-84 REV. TRENCH FOR PIPE UNDERDRAIN 5r0-il-r-84r-4-85 CLASS & AODEOELIMINATED CONC.

CHAMFER NOTE 682-r-4-835-2-8r SPELLING OF "UNOERORAIN" 72t-3-2-At

4-20-79 REV. UNDERDRAIN DFT& PAVFT'FNT RFPAIR 674-4-20-'192-2-76 Iz"MIN. GRAN. MAT'L. OVER PIPE 9t9-Z-?-76

REM. SPECS. FOR CRAN. MAT'I.GRANULAR MAT'L. TO BE SB-3RLVISEO AND REORAIVN

DATE REvrsr0N DATE FILMED

ARKANSAS STAIE HIGHWAY COMMISSTON

DETAILS OF

SPECIAL ITEMS

DETAIL SHOWING REPAIR OF EXISTINGPAVEMENT AT CULVERT INSTALLATIONS

EXISIINC PAVEMENTREINFORCEO CONC. \

EXISTINO PAVEIENT

REMOVE I REPLACE

PROPOSEO SPflALT OVERLAY

. A.C.H.IT. SURFACE OR BINDER

L J1

9'

9-

;;;;tI n€xove a nrplrce

PAVEMENT REP

PAVEMENT REPAIR CULVERTS (ASPHALT)

S (CONCRETE)

J

. A 2' Ulif Hlctl CURB lS REoUIRED

rHET CONCRETE TALK IS ADJACENITO TIC HAID RALT6.PAYUENT FM CURE SHALL BE

CO{SOERED INCLU'ED IiI THE

PRICE BID FOR COI\ICREIE IA1TS.

r 72' , Hlt{o RArLa{o

A" BARS BASE

8" 3'. IASHER.GAtV.UJ@

E

OF CURB1"

BARS

BARS

7z- CHllfERtt/2' HAto RAtrl{G

@

7.' IEIPLATE6'X6'

A @,l' 80rr-6-

GENERAL NOTES

I. RISE AND TREAD DIMENSIONSOF STEPS MAY BE VARIED ASOIRECTEO BY THE ENGINEER,HOWEVER, TREAO V{IDTHS SHALLBE II" MIN. ALL STEPS IN

A FLIGHT SHALL HAVE

CONSISTENT TREAD & RISER

DIMENSIONS.2. I" TRANSVERSE EXPANSION

JOINTS SHALL BE PLACED IN

CONCRETE WALKS AT 45'INTERVALS.

A LEr{ctH rsrlfitEssSTEET OR GALV.}

R. ilASI.IER (TYP.'

o

BARS

SEC A-A FOST CffiGTIil IO IILL@

@

@

" BARS I' ITYP.'

A" BARS

BARS

r$ lI[

lt /0 HoLESr8" R.C.PTPE

OUTLETr-6' l$L

8", HlM, DETAILS OF CONCRETE STEPS & WALKS

rrlr- c HIE.g$E.IEI.LESE!E

6'x 6' X t/z'-

o t8"GALV. (A56'

ErsE PrrrENOTEr MAX FILL HEIGHT ABOVE TOP 0F BOX : l3'-0" OUTLET

SEC B-B POSI DEIAILSA

STEEL SCHEDULEP.D. = 3'

I t/z' PPEOUANTITIES v^rlzEot

BARS NUMBER LENGTH SPACING

t2 6',-0" r0"

20 5'-O" to Yz"

"c" r6 5',-0" 12"

"A" BARS CONCRETE 3,3ICU. YDS.REINFORCING STEEL 168 LB.

GENERAL NOTE:

THE PAY ITEMS FOR REINFORCEO CONCRETE SPRING BOXESSHALL BE FOR THE OUANTITTIES OF CONCRETE OF IHE CLASS SPECIFIED,REINFORCING STEEL, EXCAVATION FOR STRUCTURESAND 18" R.C. PIPE CULVERT.

r-6.6' y[{.

r-6'

ALL STEEL TO BE '4 BARSHrl|ruIG Tf,tDTE BASEPTAIEtr IIIIIIASXENS. BO.IS. IEPTATE PTAIES. rl{)EffitC PTO. SH^l. T BT PAI' FOR ATI}f CO{IRACI IIJI PM gD PER

Trffi FMT Ffi "HOO R[IIIG".REINFORCED CONCRETE SPRING BOX

stffi 0F Rl

HrD RAtrS $ t t o(lfoRI I0 sEcl(l{ 651

CI. I('P ()F PARIPEIlto R 1 P0sI

Pt llttasrfR 5t(G[YrllZEDI

5"XtrIBASI RAIE

lf-GATYA}|ZE0 lts lrr.

8"X |/C',rCORElE Prt)

*'.HOLES

th", H^0Rltltc

rEo ar{o(n HltE

rll.I! E! E 500 EPory Aorf$yE ar0{fi sysrEl ttIH 1 '/r.A3EMilI M TPPROYEI) Tq'TLilf t0rfsrvt lr0{m syslElr sHat t BE r6r^L tED it CC(n0AME ilIH Trl{f ACIfiETS ECI)IIII'AI(II$

POST COII{ECTION TO TALL

6'a 0" r 7161Y.

BASE PLATE

DETAILS OF ALTERNATE POST ANCHOR SYSIEIIIEPOXY ADHESIVE AiiEHORS'

HAND RAILING DETAILS

I

J

-

TYP. TYP.

STANDARD DRAWING SI. I

B

UJ@

d.iiF

STOP

Rr-l

STANDARD 30"X30"EXPRESSWAY 36"X35"SPECTAL 48"X48-

YIELD

Rr-2

sTD. 36"x36"x36"EXPWY. 48"X48"X48"FWY. 60"X60"x60"

R2-l

SPEEDLIMIT

50srD. 24"x30'EXPilY. 36"X48"FUY. 48"X60"

w3-5

sT0.EXPWY.Ff,Y.

56"X56'48'X4E"48'X48"

MPH

SPEED ZONE

AHEAD

W3-5o

STD.EXPTY.FWY.

56"x36"48"X48"48"X48'

R4-l

DO

NOT

PASS

sTD. 24'x30'EXPITY. 36"X48"FUY. 4E"X60"

R4-2

PASS

l'!l|TH

CARE

sTD. 24*X30"ExPtrY. 36"x48"FtY. 4E"X60"

R5-l

sT0. 30"x50"EXPWY. 35"X35"SPECTAL 48"X48"

IENTER

DO NOT

Ril-2

ROAD

CLOSED

48"X30"

Ril-5A

ROAD CLOSEDXX MILES AHEADLOCAL TRAFFIC ONLY

60"x30"

Ril-4

ROAD

THRUTOTRAFFIC

CLOSED

60"x50"

W2l-5o

sT0.FIY.

36"x36"48-X48"

RIGHT

SHOULDER

cL0

wt-l

STD.FTY.

55"x56"48"X48"

w-2

STD.FWY.

56'x36"48"X48"

wr-3

sTD. 48"X48'

tvr-4

sTD. 48-x48"

tvr-6

STD.SPECIAL

4E X24*60"x30"

wr-8

sTD. 8X24"SPEC|AL 24"X50"EXPITY. 30'X36"FWY. 55'X48"

,

w3-l

sr0.SPECIAL

36'x36"48"X48"

rY3-2

sr0.SPECIAL

36"x36"48"X48"

w4-2

sT0.FWY.

36"x36"48"X48"

w5-l

sTo. 36"x36"SPECTAL 4E"X48'

NARROlIS

ROAD

w6-3

EXPWY. 36"X56"SPECIAL 48"X48"

w8-7

EXPWY,FTY.

36'X36"48"X4E"

LOOSEGRAVEL

w9-2

sr0.Ff,Y.

55'x55'4E x4E'

MERGE

RIGHT

wr3-l

XXl\,4.P.H.

sTD. 24"\24'

w20-r

sTo. 4E"X48"

ROAO

WORK

xxxx

w20-2

sT0. 4E-X4E"

DETOUR

xxxx

w20-3

sT0.48"X48"

ROAD

CLOSED

xxxx

IJ20-4

sTD. 48"X48"

ONE

ROAO

xxxx

w20-5

sT0. 48'x48'

CLOSED

xxxx

W20-7o

a6-2

l{'

slo. 36.X55'FIY. 48'Xtl8'

FEET

wzt-2

sTD. 30"x50"SPECTAL 36"X36"

FRES0rL

w2r-5

STD.SPECIAL

50"x50"36"x36"

SHOULDER

lIORK

!|J244

STD. 36"x36"

wr-4b

sTD. 48-X48"

R56-l

9-2-15

tl?-o

sTD. tE'Xt8"4{7-08

r-E-04

COilTR()LLED

ACCESS HUY,

N()EXIT

I'ELETED RSP.I I AOOEO IT2I-5O

REVIS€O REDUCED SPEED LIUII AHEAO SIGNSREVISEO ROAO TOR( IEXT XX MILES

REVTSED t24-lDELETEo fr8-9o e 400E0 3t-9AODEO BEFERENCE TO MASH & ADOEO SICN II24-IREVISEO SIGN OESIGNATIONS

REVISEO NOTES

w8-il

STD.

FWY.

56"x36"4E"X48"

UNEVENLANES

l18-9

STD.

FTIY.

36"x36"4E'X4E"

L0wSHOULDER

G20-l

ROAD IlvORK

NEXT XX MILES

60'x24"

G20-2

END

ROAD IVORK

4E'X24'

OM-51 OM-3R

12"x35"

M4-9

STD.

SPECIAL

SPECIAL

30*x24'48"X56"

60"x4E"

DE T OUR+M4-r0

48"XrE"

R55-l [-16-0r I

r-l8-98

FINES DOUBLE

IN ttORK ZONES

iliE]{ loRrERs

fRE PRE$laf ..

or8-96 NOTE 7rGe-95

CORRECT

MUTCD

REVI9ON

36'x60"

. USE 6" C LETTERS.. USE 4" D LETTERS


STANDARD TRAFFIC CONTROLSFOR HIGHWAY CONSTRUCTION

STANDARD DRAVTING TC-I

815-9

ADVANCE DISTANCES(xxxx,

5OO FTt00o FT1500 FT

lzlt

I

MILE

UILEMILE

AHEAD

GEI{ERAL NOTES:

I. ALL TRAFFIC CONTROL DEVICES USEO ON ROAD CONSTRUCTION SHALL CONFORU IOTHE UANUAL ON UNIFORM TRAFFIC CONTROL OEVICES. LATEST EDITION. AND IO THESTANDARD HIGHWAY SIGNS. LATEST EDITION. OR AS APPROVED BY THE FEDERALHIGHIAY AOUINISTRATION.

2. TRAFFIC CO|,|TRoL OEVICES SHALL BE SEI UP JUST BEFORE THE START OF CONSTRUCTTONOPERATIONS AND SHALL BE PROPERLY MAINTAINED DURING THE TIME SUCH CONDITONSEXIST. THEY SHALL REMAIN IN PLACE ONLY A5 LONG AS NEEDED ANO REUOVEO IHEREAFTER.

3. EXISTING SIGNS AND COT{STRUCTION SIGNS SHALL BE KEPT IN PROPER POSITIOI* AND BECLEAN AiD LEGIBLE AT ALL TIMES. SIGNS THAT DO NOT APPLY TO EXISTING CONDITIONSSHALL BE REUOVED. SIGNS THAI ARE DAMAGEO. DEFACED. OR TI.IAT ACCUIIULATE DIRTDI,RING CONSTRUCTION SHALL BE CLEANEO. REPAREO. OR REPLACED.

. 4. stcNs ARE usuALLy MoultrED oN A stNcLE posr. ALTHoucH THosE iloER THAN 36-OR TARGER THAN IO SO. FT. SHALL BE MOUNTEO ON TTO POSTS OR ABOVE A TYPE IIIBARRICADE.

. 5. SIGN POSTS DIRECT BURIED IN SOIL SHALL BE 2 LB. MINIUUM CHANNEL POST OR 4'X4'f,OOO POSTS. CHANNEL POSTS SHALL BE PAINTEO CREEN. WOOD POSTS SHALL BE PAINTEDf,HIIE.ALt POSTS SHALL BE NEATLY CONSTRUCTEO.AND SHALL BE REPLUMBEO,CLEANED.ORREPAIREO AS NEEDED FOR THE DURATION OF THE JOB. IHERE SHALL NOT BE MORE THAN2 POSTS IN A 7'PATH FOR TOOD OR CHANNEL POSTS. ANY CHANNEL POST SPLICESHALL BE IN ACCOROANCE IIIH STANDARD DRATING TC.3.

6. POST UOUNTED SIGNS IN RURAL AREAS SHALL BE CONSTRUCTEO TITH THE NEAR EDGE OFIHE SIGN FROI' 6 TO 12 FEET FROI' THE PAVEIIENT EDGE. SIGNS IN URBAN AREAS ANDBARRICADE MO.INTED SIGNS SHALL BE TTOUNTED A MII{IUUU OF 2 FEET FROII THE PAVEMENTEDGE.

7. ALL POST AND BARRICADE MOUNTED SIGNS ITOUNTED IN URBAN AREAS SHALL BE MOUNTEOA MINIUUU DISTANCE OF 7'FROM THE EOTTOI' OF THE SIGN TO THE ROADTAY SURFACE.ALL POST AND BARRICADE MOUNTED SIGNS TIOUNTED IN RURAL AREAS SHALL BE MOUNIEDA ITINIIIUN DISTANCE OF 7'FROU THE BOTTOU OF THE SIGN TO THE ROAD|AY SURFACE.EXCEPT A MINIIIUII OF 6'SHALL BE USED f,HEN MOUNTING AN ADVISORY SIGN BELOT ATARNING SIGN. TEIIPORARY SIGNS UAY BE MOUNTED ON PORTABLE SUPPORTS FORINTERMEDIATE TERIT STATIONARY f,ORK CONDITIONS. THE SICNS MINIMUM MOUNTING HEIGHTSHALL BE 5.. RETROREFLECTIVE OEVICES SI{ALL BE USED. TET'PORARY SIGNS TTAY 8EMOUNTEO ON PORTABLE SUPPORTS FOR SHORI-TERU. SHORT OURATIOI{. AND MOBILECONDITIONS. THEY SHALL BE ]\o LESS THAN ONE (I' FOOT ABOVE THE TRAVELED f,AY.LONG-TERM STATIONARY SIGNS SHALL BE OIRECT BURIED IN SOIL. UNLESS COI{DITIONSNECESSITATE THE USE OF PORTABLE SIGNS. OR AS APPROVED BY THE ENGINEER. CONCRETEPADS. CONCRETE OR ROCK BALLAST. OR OTT€R SOLID MATERIALS SHALL I{oT BE UTILIZEOWITH PORTABLE SIGN SUPPORTS.

8. FLAGGERS SHALL UsE REFLECTORIZED SIOP-SLOWPADDLES. FLAGS MAY BE USED ONLY FOR EMERGENCYSITUATIONS.

9. MOST OF IHE SIGNS SHOTN ARE ORIENTED TO THERIGHT. HOIEVER. THIS OOES NOT PRECLUDE THEUSE OF IIIRROR IMAGES OF THESE SIGNS THERE THEREVERSE ORIENTATION MIGHT BETTER COilVEY TOMO]ORISTS THE PROPER OIRECTION OF MOVEUENT.

IO. R55-ISIGNS SHALT BE PLACEO AT LEAST IsOO'BUTNOT UORE THAN IUILE IN ADVANCE OF THE TORTZONE. IF A SPEED LIUIT REDUCTION IS IN EFFECT.THE SIGN SHALL BE PLACED A MINilUU OF sOO'INADVANCE OF THE "REDUCED SPEED AHEAO'SIGN.

. NOTEI SUPPORTS FOR SI GNS, BARRI CADES, ANDYERTI CAL PAI{ELS THAT ARE DI FFERENT FROMTHE REOUI RE}CNTS SHOUI{ I N NOTES 4 & 5,BUT IEET THE REOUIRETCNTS OF NCHRP-350OR I"hNUAL FOR ASSESSING SAFETY HARDI'ARE( ].NSH'. t{I LL BE ACCEPTEO. COIPLI ANCE YI THTHE REoUIREI,ENIS OF NCHRP-350 0R tsNuALFOR ASSESSING SAFETY HARDWARE I].hSHT ISREOUI RED FOR ALL PROJECTS.

9-2-6 itYrsEo rorE 2.rlxfo mrE anEusEoln liG (rr I nEPtlcED R2-5 nrH ll-t

9-C-t5 EVISED lxII. (F ilSED P VEETI IIftGRS5-r-p rEo utror-20-6 REVISID $0r 0ESEtlt061.5-O{ {ED GEICRTL TOTE

tr-t-96 l0EL n${a-z5.96 C(I'IECTED ror8Ef,to G2O-2

t-t.!il cffRECr€o ,or E]{r. c{ tF4l 6-e-s2-2-',t6 REYISEO FER PTRI YI IJICIL SEPT. 1 flI!l.15-t DR ft lto arcEo .l tJsE

DTIE REY6IOI FI.EO

CL()SED

Z

I

I

xnr

D tloE]l)

ROAD IORI(

Sa.Ganardi{ota!

lElt

r@

a

I

B O{EYROilS FLIC{IER

PO$IM BARRIER

IMOfr PATEL (f REOUNEO'

IYPE ]I BTNR|CAOE

cHlmfruiltc oEVEE

IR FFIC ORI.U

RAISEO P YEICTI TTRTEN

PLACEDBlcx To

N0TESTI. SIGNS SHOf,N FOR OIC UBECTION OF IRAYEL q{LY.

?. OELINEATORS ON BYPASS I}IERE NEEOED.T

G?0-l

OR

SEE NOTESGEilERAL

fr-5

E It{orEs I. COIIPLETE SIGTNrc SHOTI{ ONLY Iil CROSSOVER DIRECION.

2. IIO UAY IRAFFIC SEPARATEO IITH POSITIVE BARRIER.R4- c,a-2

f, fr '*';l

DN ff nEo/ct EAn oR

YELLOI/YELLOI0I-lr SEEGE}CRAt

fr120-l

0 M)TES FIPL CEOBCiIO B CT fiFi}'.

PtrSYTIEREFTECION

l*Qer srrfitotIN l.lTD g'ITCEDloltrrr. d-"-

*M oriEE^.

- t{olEs

EEIfIosz'ltrIT1 $ RIISEO PAYEEII UTRTERSIEFSIBT

fr ##'r6rrll ilEtD P vEEIrY ilEis lvt9E ]rlcsP gl(i oa G:IIEE ac

GSEE

GE}CRIL lnl[OIES

lT orEn Lcltto6 lsreCIEO ET IE Ef,ICER.

sPlcE0 trtH

r[IESEE

(E}CRALI{oTES

TYPICAL ADVANCE T R]S{O SIGN PLACEUENT

{5,0.c. Ea!, lr-6EOI'ILLYSPACED

TAPER FORllttAEr

L=Sxt FOR sPEEoS 0F 45IPH 0R lloRE.

a. E ao, spEEos oF aoupH oR LEss.60

IHERETL= TIIITIW LEilGIH OF IAPER.

S= IUUERICAL VALIE OF POSIEO SPEEO LMT PR(N TO fORl,OR 85TH PERCENTILE SPEEO.

I: f,IDTH OF OFFSEI.

SEEGE]€RTL

ilOIES

(A) IyprcAL appucAToil oF TRAFF|G coNrRoL DEytcEs ot{ A 2-LANE }IcHrAyIHERE TIf ENTIRE ROADIAY IS CLOSED AND A BYPASS DETOUR IS PROVIDED.

I

t-qE]c,za-2

GEIIRIL iOTESI

L^ov|sonY SPEED PosTED oir lr-5 OR lr-4 CURYE l^Rl*{c STCNSTO BE OEIERIilED AT SITE. USE f,I-4 UHEN SPEED IS GREATERTHAN ]OIPH AM) TFs ilIiEN SOTPH OR LESS.

z.TIGN TI{E EXISTING SPEEO LIITIT IS 55IIPH ANO TI€ PLANSREOUIRE A SPEEO LIIIIT OF 45UPH, IHE R2.I(55I SHALL BEOIITTED A]O THE i5.5 SHALL BE INSTALLEO AT IHATLOCATIoI{. AI'OITIONAL B2.I45UPH SPEEO LICT SIC'NS SHALL BEINSIALLED AI A T'AXUUIT OF IU{-E INTERVALS.AT TTC EIO OF THE IORI( AREA A F2-[XXISHALL BE INSTALLED IO UAICH ORIGNAL SPEED LIUII.

!. |HEN IHE EXISTO{G SPEEO LII'T IS 65IIPH ANO IHE PLANSREOTTRE A SPEEo LnfiT 0F 55IPlt THE R?-t({s, SHALL BE OlrtTTEo.ADOIIIO{AL R2-I55IPI{ SPEED LIIIT SIGilIS SHALL BE D{STALLEOAI A tIAXNil OF II'LE INTERVALS. AT THE ENO OF IHE IORTAREA A Rz-IIXX' SHALL BE O{STALLED IO TAICH ORIOT{AL SPEED LTflT.

4. THE iIAXII'UII SPACI]TG EETf,EEN CHA]$IELIZING DEVICES IN A TTPERSHOII.O BE APPROXIUATELY EOUAL T FEEI IO THE SPEEO LIUII.BEYONO TI{E TAPER, IIAXIItrJI' SPACiIG SHALL BE TTO TIII,SIHE SPEEO LUII, OR AS DNECTED BY TIf ENGI]GER.

5. IARNING LGHIS A[)/of, FLAGS IIAY BE ITOIJNIEDTO S|GNS 0R CHArartELtZ[{G t€vtcEs AT r{cHT AS iGEoED.

6. PAYETENT UARO{CS M) LOilCER APPLICABLE IIilCH IfiGHT CREATECONFUSOT{ IN THE UIU)S OF VEHICLE @ERATORS SHALL BEREUOVED OR OBLITERATED AS SOON AS PRACTICABLE.

(B) TYPICAL APPTICAIIO{ - 1.LA[E DIVEED ROAOUAY U}IENE ONEROADf,AY IS CLOSED.

(c) TYPICAL APPLICATION - 4-LANE UNDIVIDED ROADTAY THEREHALF OF THE ROADIAY IS CLOSED.

ftF?ImoIlq.olo I

200' ro 500,

x1-s@Iti7l

cl{lrsELrziG ttEvrcEs sEPrMrEtoR( rnEA Fiou TR YELEo r Y,

m-tl

200'TBTJCI IIOI.I{IEO TTIEiTJTIOR

7. TRAILER UOII{IED OEYICES ST'CH AS ARR(II PATCLS A1O PORTABLECHANGEABLE UESSAGE SIGXS SHALL 8E DELIICATED BY AFFIXNGCONSPICUITY TATERIAL IN A CONIINUOUS LOC ON IHE FACE OF THETRAILER. UIIEN PLACED ON OR ADJACENT TO THE SHOULT'ER TND NOIBEHIND A POSITIVE BARRIER. THESE OEVICES SHALL BE OELI]CAIEO BYPLACNG FIVE (5' IRAFFIC DRUIIS. EOUALLY SPACEO ALONG THE TRAFFICstof 0F rlt DEvtcE.l

iII

|oeI x

NOTEST

I.REGULATORY IRAFFIC CO{IROL DEYICES TO BEUO{'FED AS NEEI'EO FOR THE DURATON OFI}C DETOUR.

z.SIREEI NAIIS UAY BE USED ftIEN OESNABLEFOR DNECTING DEIOURED IRAFFIC.

LS. OUENSITONS S}Of,N F(N RA6ED PAVEUENT UARIERS ARE TYPICAL. THE

COI{IRACIOR YAY SIIESIITUTE SIII.AR UAft(ERS trITH THE APPNOVALOF IHE ENOINEER. REOUESING

^PPROYAL FOR SIIT.AR UAM(ERS UAY

BE UAOE BY REFERRINC TO THE AHTO OUALIFIEO PRODUCTS LIST.E-'fr

wE iOTEST

L FLOOO LIGHIS SI.IIOU-O BE PROYIDED TO [TR(FLAOGER STATIONS AT ]{O{I AS I{EEDEO.

?. F ENTIRE f,ORT AREA IS VISIELE FROU O]{ESTATOI{. A SI]GLE FLAOGER MAY BE USEO.

5. CHli{NELlZltG DEVICES ARE T0 8E EXTENDIDTO A PONI UHERE TI{EY ARE VISELE IOAPPROACHING TRAFFIC.

4. AUIOIIATED FLAGGER ASSISIANCE DEVICE(AFAO' OPIIONAL. REFER TO TIJTCD.

.ck"\y@

Elt)RoAD tof,(

not 0Y0u

i6(FI

500FEET

n0r0FT

ruil 0Y0u(l{3

(D) ryptc^L AppLtclfloil - RoAotly cLosED BEyoNo tETotfi potNr. ,El TYPETL APPLTATON 0F TBAFFTC CoNTROL oEV|CES 0N z-LIIErL, HEHTAY IHERE ONE LAiE IS CLOSED AND FLACGII{C IS PROVIDED. (F) IYP|CAL APPL|CAT|oN - 4-LAilE UND|VDED ROAOIAY ilTH t{SttE LAIG CLOSEO.

ARKANSAS STATE HIGHf,AY COTIUISSION


STANOARD DRATNG IC.2

rI'.fi

V

It

,eft,s2

REVISEO NOTE 2 A REPLACED R2-5A iITH I3-5AOOEO REFERET€E TO MASH

REVISED SIGN DESIGNATIOT{s

ro{-98 lttlED iotE4-05-97 AO0E0 rsP,TO t6r& REvrSEo TRIFFTC Co|{TROL

DEVICES NOTE

ro{t-95 100E0 R55{r0{2-95 ITOVEO UPPER SPLICE

6-8-95 REVISED SPLICE OETAIL, TEXT 6-8-952-2-95 REVISED PER PART VI. MUICD, SEPT.5. 1993

l{5-9r ORA'N AiD PLACEO DI USE

DATE REVISON

oo

Chonnollzlng devlces

500' ffi Se€Gon6rolNo+6affi l1

a

aa- c20-2l f---To----)I I norD rfr, I

500'If

lT'.. then conea ore us6d on fr66povs ond

multl-lons hlghwoys. they sholl be- 28" mln.Durlno hours of dorkness,28" con€a ahotlb€ usgd on oll roodwoys. ond sholl borgflec+orlzsd ln occordonca *lth thgM.U.T.C.D.

TRAFFIC CONTROL DEVICESFOR

VERTICAL PAVEMENT DIFFERENTIALS

%VERTICAL OIFFERENTIAL LOCATIONS IRAFFIC CONTROL

Il8-[vr8-9

Stondord lone closuro roqulrod

CONES l" to 5" Cenl6rlln6. lone llnesl" to 3" Edo6 of shoutderGreoter thon 3" Lone llnes

PLASTIC DRUM25'. 0.C. a

aa

I

'mlnlTrollor 0r TruckYllth Flosher Or Arrow Pon€l

Aos"A" +o t2j7- _T

3' mln --r4- to g.rl 56- opprox.!t*" nou"

s'ro raJT...--la-T8" ro 2a7-------- # t

'",o,*ffi.=i -.

l'-z'rtn.*lI

Greoter fhon 3" Edgo of trovelgd lone .RSP-lond v€rttcol pon6ls,drums or concrete borrlsr

Greotor thon 3" Ed€e of shoulder .VerflcolDonels,drumsor concrete borrl€r

. llhon shown on the plons concrote borrler ulllb€ used.tfhen th9 shoulder oreo ls usgd os pgrt of lhe troveled tone ond there l9 lnilfflclgntwldth to plgce drums on tho r€molntng shoulder uld+h. then verttcot ponots ahol bs ussd.

mln. TYPE IBARRICADE

It.

r00'0.c.

a a'r,,z't74 -Te'+o tzIJ'zfT2 5' mln

Ia,TZ

tI

TYPE ITEARRICAOE

EEr3) ilr-6EOUALLYSPACED

NOTE: TYPE IIBARRICADE

For oll rood closur€s, ths Type lll borrlcodessholl be of sufflclent length to extondocross €ntlr€ roodwoy.

12. FLAG

41n'rl+Flog sholl be of good grodered molerlol

,rk\y/oo

)ooo 6oo

)y4.u"

24'

R2-l

1&

w4t

omlt thls Oonsllf the lwoponglg crgoteconfu6lon.

XHIIE

I

EF

o

SseGsnsrolNotgs

ORA{GE STOP SLOIV PADDLE

FRONT BACKf,o1VERTICAL PANEL PLACEMENTVERTICAL PA}€L

VP-IR 5" SERTESLECEND

(B) Typlcolo9Dllcotlon - 5-lone onewoy roodvoy yher€ Sooclng=2xPostedSDeed LlmltOr Aa Noted 0n Ptons

contor long ls closed. coL0Rs coL0RsLEGENO-BLACKBACKCROUNO-ORANGE

/ ^

\ Typlcol oppllcotlon - doyflme molnt€nonce opgrotlons of shor+ durotlon on o\4,, 4-lone dlvld€d roodvoy where holf of the roodwoy la closed. 36' MrN

LEGEND-TIHITE IREFL)BACKGROUND-RED (REFL) IREFLI

O{JTSIOE OIAMOND-BLACK

KEY:

@ Arroy Pon€l(lf Requlred)

I Chonnellzlng Devlce

a Trofflc drum

ROADITAY

off > 5" POSI SULLSeeGqne.qlNotcs

DETATL oF spLrcES t* EXTE[)rBoYE SrO{

500'GENERAL NOIESI

i

+l

5G SeeGgnorolNgtog

ADDITDIALPOST

l. A spBed llmlt reductlon moy be lmplemgnted ONLY when deslgnotsdIn the plon or when recommended by the Roodwoy Deslgn olvlslon.

2. When fhe €xlatlng speed llmlt Is 55mph ond +he plons requlr€ o spe€dllmlt of 45mph, the R2-l(55)shollbe omltted ond +he ll3-5 shoflbelnstollad ot thot locotlon. AddltlonolRz-l45mph spe€d llmlt slgns shollbelnstollod ot o moxlmum of lmll€ Intorvols. At tha end of the vork oreoo Rz-llXXlshollbe lnstolled to motch orlglnolspegd llmlt.

3. Vlhon the exlstlng sp€ed llmlf ls 65moh ond ths plons requlro o speedllmlt of 55mph, the R2-l(45)shollbo omltt€d. AddltlonolR2-l55mph spa€dllmlt slgns shollb6 Insfollgd ot o moxlmum of lmlls In+ervols.At the end of the york oreo o R2-t(XXlshoflbs lnstoiled to motchorlglnolspe€d llmlt.

4.Th€ moxlmum spoclng bsfwsEn chonnollzlng devlc€s ln o topershould b€ opproxlmotely equolln f6et to the spsed llmlt.Beyond the top€r,moxlmum spoclng ahollb€ tvo tlmesthe spe€d llmlt or os dlrec+€d by the Englneer.

5. lYornlng llohts ondlor flo€a moy b6 mountedto slgna or chonnellzlng d€vlc€s ot nlght os ngodod.

6. Povemenf morklngs no longer oppllcoble whlch mlght creotsconfuslon ln the mlnds of vehlcle op€rotors sholl bor€moved or obllferoted os soon os proctlcoblg.

7.The G20-lslgn vlllbe r€qulred on Jobs of ov€r tyo mlles

G20-2 J NOTES, USE SPLICES ONLY IHEN NECESSARYFOR INSTALLATIO{. TYPiCAL NSTALLATIONSHOI,X-O HAVE }IO SPLICES (SEE STD.ORATNGNO. SHS-2)

NORMIL INSTALLATIONS TILL REOUIREr/4'Drl.EoLTS TO TOUNT S|GIS T0 poSTAIO 5/16' DIA. BOLTS TO ASSEiSLE IHEVARIOUS POSI SUPPOR]S. EACH OF ]HESESOLTS SHALL EIE CARRIAGE BOLTS.

SlGt{ PoSTS SHALL B€ PAINTEO GREENT

SIGMi SHALL NOT BE PAhITED,ANO ALL SIGN PO5T5 SHALL BE PLUXB.

Q sptrce gor

Trofflc Drum6o.c. 6'E

(5) U-5EOUALL'SPACED

Troller Or TruckVllth Arrow Ponal

t0"MIN.

GROUNDTO

SPLICE

l rrylw by llE Roodroy 0€sl9 Dlvlslmof lho Hglroy Deporlmt rll boruqJlrld prlq lo ltrplomllngo Eltlplo lom cloMo.

POST

mln..Trofflc Drum6r00'o.c.

G20-lnom IoRr

ifn x.x r/t Es6" OVERLAP

(2" IN GROUND)

SPLICEBOLT

SPACING4" (BOTTOM

SOLT INSEE NOIES E(3) f,F6EOUALLYSPACEO

,GROUNO)

SEEMAX. ABOVEGROUND 4" GROUND

ilOTES -- GROUNO LINE

ln length. Wh€n the lone cloaurg ls not of the beglnnlng of the projecf.the G20-lslgn shollbo erect€d 125'ln odvonce of the Job llmlt.AddltlonolII20-l(lMILE)slgns ore not requlred ln odvonce of lonsclosures thot begln Inslde tho proJect llml+s.

m UIN. INGROUND 56"

R21

S.Floggers sholluse STOP/SLoW poddles for controlllng trofflcthrough work zon€s. Flogs moy b6 used only for emerg€ncy sltuoflona.

9.Allplostlc drums ond conos shollmeEt th€ requlreman+s of NCHRP-3sO orMonuolFor Ass€aslnO Sofoty Hordvore (MASH).

10. Troller mountsd devlcos such os orrov ponEls ond por+oble chong€oblem€ssoge slgns shollbe dellneotod by offlxlng consplculty molerlolln ocon+lnuous lln€ on the foce of +he troller. When ploced on or odJocen+to tho shouldor ond no+ behlnd o posltlve borrler.th€se dsvlces shollbedellneoted by ploclng flvo (5ltrofflc drums.gquolly spoced otong thetrofflc slds of the dEvlce.

9

EF

o

*See

Iw Generol

Notgs

rdvbf y

4oad lo baotinhd ol

rllo

Typlcol oppllco+lon - cons+ructlon operotlpns of ln+€rm€dlo+e +o long fermdurotlon on o 4-lono dlvldod roodvoy vhere holf of the roodwoy ls closed.

ROA0tdxrnE

STOP

G

,UIMLE

ru

(c)

(D) Typlcol oppllcotton - closlng multlple lones of o multltono hlghwoy, ARKANSAS STATE HIGHIIAY COMMISSION


STANOARD DRAWING TC-3

a

taI

ffi

GENERAL i{'IES

INSIALL A ].IINI].TJM ('F 2 IPSL(PE SIA(ES ANO 4 II'TNSLOPE SIA(EsAT AN AIEI-E IO UEME HATTLE TO EOTIO,I OF DITCI.I.

A B

YAITLEOITCH Cl.lEC(

2

TATTLEDITCH CHEC(

2',

2'MUT{SLPESIAGS

2' TPSLOPESIA(ES ? tPSL(rE

SIA(ESSECIIO{ A.A

RoaosltE olrclrEs(Y.TYPE'

SECIIO{ B.BR(nI'SIDE DITCHES

IFLAT-BOTT(Ill TYPET

UAITLE OITCH CHECK G.I'

uJtrGER oF sltl{D EAGS ollcH

iltrensqffirffi#. -araT'Lu*i{- ftE# .ilf;i.sr*

BAGS5" l,lll{.

SAr{' BAGS6" MIN.

SECTION A-A SECIION B-BYAAIA&-E18" ro 24" r6,rAL

SAND BAG OITCH CHECK G.5'

APPfiOX.ztl SL@E

4.!aIER LEVEL

PLACE ROCK AI EASE(F OtrcH CHECKIN ffiA (F OYERFLOH

6" MIlt

ROC( FILTER

5" MIN.

sEcilol{ A-a SECIION B-BM'RMAL

ROCK DITCH CHECK G-5'

GENERAL I{'IESOEOTEXTILE FAERIC(TYPE 4' IN ACCORDANCETIIH SECIIO{ 62ti

GEOTEXIILE FABAIC S}gLL BE SPLICEO I(rcETHER UIIH A SEUN SEA,IOI-Y AT A STPPORT PIOSI OR IUO SECIIO{S OF FEI€E MAY BEOYERLAPPEo II{SIEA0. PAYIIENT G AoDIIIO\IA. I,IATERIAL F(n oYERLAPUILL NOI BE ].l,lOE.

GI€ED 2'MIN.I

g

6gE--'-'-COI.IPACTEO EffiIHBAC(FILL

SILI FENCE G-III

6" r,ilN. A.ntEoEiO OF FABRIC

?'x4" l0tllNALu(xto P(rsrs}r,tax.5P{tN0EMBEO I?'MIN.

15" Mtr{.I8" MAL

GEOTEXIILE FAERICIIYPE 3' IN ACCOROAT€EYITH SECIION 6252"X4" NOMI]i|AL

XTII' FRAI,IE

GEOTEXTILEIIYPE 3'

FABBTC -- 2"Xa" N(}{INALI IYOOO FmilE#lllffiitlrlNz[t--'.

PLA{2"I,1" NO.IINALUID P(ISIS3.1.{Ax. SPACIIiEEXBED t?',r,[]a

- 2"X4" MD,llML

\ m,/r@O FnaHE

)|--:Hh: FABRrcr APPnoLs" BrrRrED rN rREr€H

-IE,VA--o.r.,ll UIHEi{CH aPPRox.,l"lEEP x 4"IIDEIIT FILL IRENCH IO AIGH(n BOIIO{ (FII CLOTh C$IPACT TH(Nq.O+Y.

sEcilo{ c-c

DROP INLEI SILT FENCE G.7'

TTNN LlP UPIAROAI ENDS

.2O'^l 3O'Ai|GLEEACH EI{) IO PREYENTFLOI AROUND (TYP.I FLTER SOCI

06'r0.c.

_*o.c.

0F ioRl(

Hp50cK

IER SoCr( 08.r FLOil REIIOVESEOIIENT THEI{AT HALF OFFILTER SOCTI{EIGHI IIYPI.

2. x 2. x ?,-9. l6LI@OEX STIrE- rf- ..rL

FILTER S{!Cr 0e'ta L --l

i--N'::,rr'* "n[_l_'!ffi

T

<FLO* <FLOI <FrO*

ALclG

EF9UJ

A

-lSECTION A.A

r.r.s.

slltmlc oEIltLN.T.S.

ilOIESr

I.FILTER SOCTS CAT BE PLTGD AI IHE IOP.ON IHE FACE.AiO AT THE TOE OF SLOPESAS SEOIUEIT.TRAPPI]S DEYCES FON g{EEI FLOT RUTOFF,

z.FLTER SOCTS ARE IYPICALLY SIPPL|Eo lid, |ISIALLEo tlTH 16 l]rEH UAIETERS.OATCIER IOLERAilCE E ? ilCHES. S FILIER SOCI(S TEiID TO FLATIEI{ OUT IHEN PLACED.

2',X ?'X ?-9- lXN.IOODEN SIA(E.SPACED EYERYro-o- o.c. il x.r 3. STEEL POSIS I'AY 8E T'SEO AilD SHALL BE ROLLED FROT HIGH CAREO{ SIEEL AiID HIVE A

UINIUIJII OF 125 LB./FI.POSIS SHALL BE HOT.DIPPEO OALV NIZED OR PAITTEO TIIHI{GI{-GNADE I€ATHER RESISTANT BROTN OR BLACI( STEEL PAINI. SIEEL POSIS SHALL BEEOI.PPEO f,IIH ANCHOR PLAIE HAVfiC A ITITIIIJII ANEA OF 14 SOUARE INCHES. POSTSsr{aLL EE STUooED. EllBossEo. oR PlJNcl{Eo. PoSIS lro lircroR PLlrEs SHILL corfoR{TO TI.IE REOIJIREIENIS $ ASII. 4702. ]IO AOOTIO{AL PAYYEilI IILL BE PROVI,EO FOR SIEELFOSIS.BUT PECE fLL BE COIISI'ERED SI,BOI RY IO'Fi.TER SOCT llE''.'4.FLTER SOCTS IIAY EE UP TO 250 FEEI LOIG.TIiEN USEO O{ LOI{G SLEES.FILTERSOS(S UAY BE JOINTEO (N SIAOGEREO AS SI.IOilN IiI

"EIALS.5.TEPECI FILTER SOCTS AFTER EACH fl.t{GF EYENT.NETOYE ANO REPLACE IF SIGIS OFIDDERCUTII]{G OR DOM{SIREAU ELLS ARE OBSERVEO.

PLAil YEIN.r.s. FILTER s('CT AL$E SLOPE IE.5I

R/t

30" GEI€RAL M'IEs

TEO

GEOIEXIILE FAEAIC S}hLL BE SPL]CEO I(trEITERIITH A SEHN SEAII ot{LY AT A gPPmT POSI.(nTYO SECIIO{S (F FENCE I,iAY BE OYER-APPEO INSTE{'.PAYiGNI ('F ATf,'IIIohL MAIERIAL FOR OYERLAPYILL ]€I 8E Mffi.EARTH

BACl(FILL

G€OIETTILEITYPE $ INTITH FE]*E

ELEVATION

SILT FErcE ON R/U FENCE G-4'

ov

\ \ Isaft.rE FILTER SOCX

tft-%ea,,

"k"t? x 2' x ?-9' l5{. roolr€il srlrcs l'o.c (TrP)THEN COTOIIOiE ALLOI. IIE SOCX AI OYERLAP TOPREYENI SOCR I'OYEUENI IIIEN NOI SIAIGOPAYEIGI{I APPLICAIIO{I.

,/ OROP ilLET PERSPECIIYE YIETiLr.s.

sECltrE trH U"-rE IICX SrrrrG13 10r rE^ttt E 6 figiED

rEo rrrPrN0TEST

|.oVERLAP E]OS 0F SoCr 0'ISL 5'UAX.'.

2.[JSE 18'Ol. SoCr N NO{-TRAFFTC IREIS 0R IREIS

'HERE SAFETY IS }OT A COiICERIT

DROP T.EI PLAI{ VIEf,N.r.s.

colrPosr Fr.rER s()cr oRoP rrEr PnorEcrort G-8,


TEMPORARY EROSIONCONTROL DEVICES

;lr#d*lr\\\\\SN

,I

STANDARD DRAWING TEC-I

GEi€ML M'IESI. STRAU BALES SI{ALL BE INSTALLEO 50 TI#IT THE BI]OIISS ffiE ONIENTEOAFilITO IHE SIES RAII{ER THAN AI-O\G Tl.lE I(FS AilO BOTIOTS (F IHE BALES.THE BALES STIALL BE A I.IINIi{(,I{ OF 3e IrctIEs IN LENGTTL

2.]S GAPS SHALL BE LEFI BETTEEN BALES.

3"8ALEO SIRAU FILIER BARRIERS COIf,LEIEO AI{' ACCEPIEO UILL BE MEABTJREO

BY THE Bfl-E IN PLACE AS AUTT{'RIZEO BY THE EMII]{EER AI\o UILL BE PAIO FORAT IHE CONIRACI UNII PRICE BIO PER BALE FOR BALED STRAT DITCH CHECKS.

.***.JcoNsTR.

I

IRAFFIC

SIRAYEI,laA]{(.

(2 PER BALEI

BALED STRAU FILTER BARRIER G-2)

YJtal

T-

3'MIN. }'IOTH

SLOPE TO BE I rt fi FLATTER

PLANOUI,IPEDRIPRAP

4',MIt{.

NOIErSIZE OF BASIN TO BE OETERMINEDBY YO-UME REOUIREOT rloUEvERA MINIMIJM LENGIH.TO.I'IOTHRATI0 0F 2tl SHALL BE USETL

OUI,IPEORIPRAP

I'MIN.

cul

A GEOIEIIILE FAARIC(TYPE 5IR(rcI( FILTER

r6"l,utf THIcKtcss, J+ 3. MIN.

TOP OF BANK TOP SECTION A.A

I,MIN.EXIST. FLOi L II{E

EXIST.FLOW LINE

SECTION ON FLOY LINE AGEOTEXIILE FABRIC(TYPE 5I

SEDIMENT BASIN WITH RIPRAP OUTLET (E-gI

T(P OF LEVEE

_F_Lqu_-.-__

TOP OF LEVEE

6'MAX.

2'MIN.COMPACTEDgilL I'-6" MINIMUM

-

FLOU

DIVERSION DIICH (E.8'

:EU6IIJF

ozc)aneUct

N0TErA T.SECTION SHALL BE IfiEO AT THE INLETFOR TT'O.OIRECTIOI{AL FLOT{.AN ELBOY SHALL BE USED FORONE-OIRECTIONAL FLOW.

'CO.IPACTED SOIL qOITCH BLOCK E

ANCHORSTAKES

OUr.fr,ED RIPRAPAS NEEOED

t2" SLOPE ORAIN P]PE

=lgrr PLAN YIEU

IO'TYP.

12" SLOPE ORAIN PIPE

EXTEND DRAIN ASREOUIREO TO COINCIOEUITH HEIGHT OF FINISHEDEI,IBAMfiENT.

ANCHORSTAKES

DUMPEO RIPRAPAS NEEOED

PR('FILE YIET

SLOPE DRAIN (E.I2I

FLOT --------?rt-iIE

-----nrg

ll 2E,M,N.-2*,t*^x. llt. a;ffitH.,ts+.*'-l

PLAN VIEU

FLOY

IT{[EFI]{EOstoE

SLOPES

PR(FILE



3.5'MIil.5'.lnx.

SEOIMENT BASIN (E-I4I

STANOARD DRAWING TEC.2

3'MIN. UIOTH

SL@E I0 BE I tl (F FLAIIERPLAN

N0TErSIZE OF BASIN TO BE DETERMI]IEDBY VOLWE BE0UIREDT HOt EVERA MINIMUM LENGIH-TO.WIDTHRAIIO OF 2:t SI{ALL BE USED.

18" MIN.NON-PERFORATEDPIPE WITHANTI-SEEP COLLAR

TOP ()F BANI( TOP OF LEVEE OUMPEORIPRAP

-ExrsT. FLoi- Li,iE- - - - -FLOU LINE

18" MIN. PERFORATEO RISER PIPE

SECTION (I{ FLOU LINE

TOP OF LEVEE

7

.>F_L_old

\TOP OF LEVEE

SEDIMENT BASIN WIIH PIPE OUTLET (E.IOI

,

I'MIN.

ROCKFILTER

6'MAX.

CLEARING AND GRUBBING

CONSTRUCTI(X SEOUENCE

t. PLACE PERIMEIER CONIROLS II.E. SILT FENCES . OIVERSION OITCHES.SEDIMENT BASINS, ETC.'

2. PERFORM CLEARTNG AND ERUBBING (PERATION.

EMBANKMENT

DIVERSION OITCH TO BE IN PLACEUNTIL SLOPE IS COMPLETELY STABILIZEO.

M)TErU,MBER OF PHASES T'ILL VARYTHBEE PHASES SHOI{N FORILLUSTRATION. INAL PHASE EMBANKMENT

PI{ASE Z EMBANXMENT

PHASE I E!tsANKMENT

SIDE DITCH(STABILIZE AS REOUIREO.'

EXISTING GROU{DVARIOUS ER('SIONCG{TROL OEVICES

GENERAL i{'TE

ALL E]'IBAN(MENT SLOPES SHALL BE ORESSEO. PREPAREO, SEEOEO. ANO MULCHEO ASIHE UORK PROGRESSES. SLOPES SHALL BE CONSTRUCTED ANO STAEILIZED INEOUAL INCREMENTS NOT TO EXCEEO 25 FEET.MEASUREO VERTICALLY.

CONSTRUCTION SEOI,ENCE

I. CONSTRI'CT DIVERSION OITCHES.OITCH CHECKS.SEOIMENT BASINS.SILT FENCES.OR OTHER EROSION CONTROL OEVICES AS SPECIFIED.

2. PLACE PHASE I EMBAN(MENT UIIH PERMANENI OR TEMPORARY SEEDING.PROVIDE OIVERSION DITCHES AND SL(PE DRAINS IF EMBANKMENT CONSIRUCTIONIS TO BE TEMPORARILY ABANOONEO FOR A PERIOO OF GREATER THAN 2I DAYS.

3. PLACE PHASE 2 EMBAIXMENT UITH PERMANENT OR IEMPORARY SEEDING.PROVIIE OIVERSION OIICHES ANO SLOPE ORAINS IF ET,IBAT{KMENT CONSTRUCTIONIS TO BE TEMPORARILY ABANOONED FOR A PERIOO OF GREAIER THAN 2I DAYS.

4. PLACE FINAL PHASE tr EMBAN(I,TENT UITH PERMANENT OR TEMPORARY SEEOING.PLACE DIYERSION OITCHES AND SLOPE DRAINS AND MAINTAIN UNIIL ENIIRESLOPE IS STABILIZED.

ARKANSAS SIATE HIGHWAY COMMISSION


STANDARD DRAWING TEC.3

EXCAVAT ION

EXISTING GROUNO INTERCEPTOR ORDIVERSION OITCH

EXISTING GROUND

N0TErNUMBER OF PHASES T'ILL VARYTHREE PI{ASES SHOT'N FORILLUSTRATION.

.PHASE I EXCAVATION

PHASE 2 EXCAVATIO{

FINAL PHASE EXCAYATION

GENERAL NOTE

ALL CUT SLOPES SHALL BE ORESSEO. PREPAREO. SEEDEO. AND MULCHEO ASTHE UOR( PROGRESSES. SLOPES SHALL BE EXCAVATED ANO SIABILIZEO INEOUAL INCREHENTS NOT TO EXCEED 25 FEET. MEASUREO VERTICALLY.

CONSTRUCTION SEOUENCE

I. EXCAVATE AND STABILIZE INTERCEPT(N AND/OR OIVERSION OITCHES.

2. PERFORM PHASE I EXCAVATION. PLACE PERMANENT OB TEMPORARY SEEDINO.

3. PERFORM PHASE 2 EXCAVATION. PLACE PERMANENT OR TEMFOBABY SEEDING.,I. PERFORM FINAL PHASE OF EXCAVATION. PLACE PERMANENT OR TEMPORARYSEEDING. STABILTZE DIICHES. CONSTRUCT DITCH CHECKS. OIVERSION DITCHES.SEOIMENT BASINS. OR OTHER EROSION CONTROL OEVICES AS REOUIREO.


WIRE FENCE WATER GAPS

STANDARD DRAWING WF.2

GENERAL NOTES:

25'-O'MAXIMUM THESE INSTALLATIONS TO BE USEO WHERE NORMAL FENCINGINSTALLATION IVOULD CAUSE THE COLLECTING OF DRIFT IN THECHANNEL OR THE DEPRESSION WILL NOT PERMIT NORMAL INSTALL-ATION. INSTALLATIONS WILL BE MADE ONLY WHERE DIRECTED BYTHE ENGINEER.

WHEN A FENCE LINE APPROACHES A DITCH, GULLY OR DEPRESSION,THE LAST POST ON LEVEL GROUNO SHALL BE PLACED CLOSE ENOUGHTO THE EDGE OF THE DROP OFF THAT THE FENCE MAY BE STRUNGTO THE POST IN THE OEPRESSION WITHOUT TOUCHING THE GROUNO.

IN TERRAIN OF SUCH EXTREME IRREGULARITY THAT MINORGRAOING WILL NOT BE FEASIBLE, THE NORMAL FENCE SHALL CONTINUEON GRADE AND THE GULLIES OR DEPRESSIONS TREATED BY AUXILIARYFENCES AS SHOWN.

PAYMENT FOR THE TYPE INSTALLATION USED WILL NOT BE MADEDIRECTLY BUT WILL BE INCLUDED IN THE CONTRACT UNIT PRICE BIDFOR WIRE FENCE OR CHAIN LINK FENCE.

NORMAL LINE FENCING -1I TO CONTINUE ON (

t_

BRACE PANEL'-l)s [J--rro.,

PANEL-'U

LINE POST

LINE POST

DEADMANTIE WIRE

1@0 LBS. MIN.DEADMAN

--tNORMAL LINE FENCING

(

8 STRANOS OF TWISTED WIREOR CABLE (ZINC COATED

t_

5'MIN. DIA. TREATED POST ORTIMBER TO BE FREE SWINGING

l@',-O'MAX. lo'-o'MAx. lo'-o'MAx.

12y2 zPOINT

LINE POST

5'-6'0.C. NoRMAL FLow

sGRADE IF NECESSARYTO FAN WIRES

2Y2'O.D. STEEL 0R 3'0.0ALUMINUM POSTS

\ Z\ /

WIRE

LINE

T

h

T

[-,1----i,r. rosr s-----''U [J--.,*.rorr.{

)g

REVISED TRUSS RODREVISEO POSTS &

a-15-91 DELETEO ROLL FORMEO POSTNFTAII

'. ANNFN NNTF

REVISED O,O. SIZESts-3s-47 GENERAT REVISIONS


CHAIN L INK FENCE

4-Zg-7. REVISEO IP RAIL E TENSION }'IRE1S-2-72 REVISED ANO REORAWN

DATE REVISION

POST SPACING DETAIL

CAPS

10'-o'

TOP RAIL

@ euo eosr

ENO PANEL

TIE WIRE

t@'-@'

TENSwrRE @

BRACEBANO

TIE

t@'-o' to'-o' to'-o'@ caes

TOP TO ORAINWATER AWAY FROM POST

GENERAL NOTES:(C) CHAIN LINK FENCE BEING PLACED ON PRIVATE PROPERTY SHALL

INCLUOE A TOP RAIL. ALL LABOR. MATERIALS, EOUIPMENT, TOOLS,AND INCTDENTALS NECESSARY TO COMPLETE THE WORK WILL BEPAID FOR AT THE CONTRACI UNIT PRICE BID PER LtN. FT. OFCHAIN LINK FENCE.

(0) TENSION tJlRE: SHALL BE SECURE0 T0 ALL TERMINAL. PULL, BRACEOR CORNER POSTS WITH TENSION BAR BANOS.

U} BBACE-TAIL: BRACE RAILS SHALL BE PROVIDED AT ALL TERMINAL,PULL, BRACE OR CORNER POSTS HALFWAY BETWEEN THE TOP RAIL ANOOROUND LEVEL WHEN TOPRAIL IS SPECIFIEO ANO TWELVE INCHES (I2')OOWN FROM TOP OF FABRIC WHEN TOP TENSION WIRE IS SPECIFIEO.BRACE RAIL SHALL EXTEND FROM SUCH POST TO THE FIRST AOJACENTLINE POsT.

SHALL BE CONSTRUCTEO OF TUBULAR MEMBERSUSE OF HEAVY PRESSEO STEEL. MALLEABLE FITTINGS

OR BY WELOING. ALL GATES SHALL HAVE ONE HORIZONTAL SUPPORTEXTENDING THE WIOIH OF THE GATE AT THE MIOPOINTS OF VERTICALFRAME MEMBERS. THE COMPLETE FRAME SHALL BE RICIO ANO HAVEAMPLE STRENGTH TO BE FREE FROM SAG AND TWIST.

(O) HINQES: SHALL BE OF HEAVY PATTERN, OF AOEOUATE STRENGTH FORGATE, ANO WITH LARGE BEARINO SURFACES FOR CLAMPING INPOSITION. THE HINGE SHALL BE OF THE PROPER TYPE TO ALLOWFOR THE DESIGNAIED OEGREE OF StJtNG. THE HINGE SHALL NOTTWIST OR TURN UNOER THE ACTION OF THE GATE. THE GATES SHALLBE CAPABLE OF BEING OPENEO ANO CLOSED EASILY BY ONE PERSON.

(P) LATCHES AND STOPS: SHALL BE PR0VI0E0 FOR ALL GATES. GATESSHALL HAVE A DROP BAR LATCH. LATCHES SHALL BE ARRANGED FORLOCKING. THE STOP FOR OROP BAR LATCHES SHALL BE SET tNCONCRETE AND ENGAGE THE PLUNGER OF IHE BAR LATCH.

{S) Q!!l:SHALL

ALL POSTS, EXCEPT ROLL FORMEO POSTS AND 'T'POSTSBE CAPPEO OVER THE EXTERIOR OF THE POST, ANO SHALL

CONFORM TO ASTM F625.

CONCRETE REOUIREO FOR THE EMBEOMENT OF ALL POSTS SHALL NOT BEPAIO FOR OIRECTLY BUT SHALL BE INCLUOED IN THE CONTRACT UNITPRICE BIO FOR CHAIN LINK FENCE.

POSTS SHALL BE SPACEO EOUIOISTANT ON A MAXIMUM OF IO'CENTERS.

IN OTHER THAN ROCK SHALL BE OF THEIF ROCK IS ENCOUNTERED BEFORE

REACHING THE REOUIRED OEPTH, THE EXCAVATION SHALL BECONTTNUEO TO THE OEPTH INOICATED OR I'-6'INTO THE ROCK,

WHICHEVER IS LESS. ANO SHALL BE A MINIMUM OF 8 INCHES IN DIAMETER.

PULL PANEL

FOR OIMENSIONS ANO MATERIALOESCRIPTIONS NOT SHOI.'N REFERTO BRACE OF CORNER PANEL DETAIL

PULL PANEL TO BE USED AT SHARPBREAKS IN VERTICAL GRADES ASDIRECTED BY THE ENGINEER.

T WIRE @

.l_r

@

ozor6

=fx:

m

-3\e)GUIF

=z=oI6

I<

$I

rt

u---@lJ)rouzUL

oIoil\II

3',

o

or4,

NOTE:Po.9|

CONCRETE

GROUNO

FOOTINGT

@

MENT

@ conHen oR BRACE PosT

BRACE OR CORNER PANEL

BRACE PANEL SHALL BE PLACED A MAXIMUM OF 5OO FEET CENTER TO CENTER FROM ENO, CORNEB OB BRACE POSTS.ANY BREAKS IN HORIZONTAL ALIGNMENT OF MORE THAN 39'SHALL BE CONSIDEREO A CORNER.

T la'lk--,I orn.l h:^ioz

oott

f:x:

lyarH 8 SLATS

fp-m'Fr.]

CONCRETEENCASEMENTFOOTINO

END PANEL

z=og1<na

3duHcoi1=-a

trJ(JztrJtL

tLoFI(JtrjI

WIDTH

OIA. DOUBLE SW]NG GATE

FABRIC

POSTS

INSTALLATION ITAY BE UODIFIEO AS SHOWN IN THE PLANS

TYPICAL INSTALLATION DIAGRAM

lys'x y4'REDWooD SLATS(LENGTH T0 MATCH HEIGHT 0F FENCE) (L) FABRIC: SHALL coNFoRM To rHE SpEcrFrcATroNS.

DETAIL OF REDWOOD SLAT ]NSTALLATION(MI OAIE-EBAXES:

ASSEMBLED BY(WHERE APPLICABLE)

HEIGHTOF

FENCEFABRIC

(D ) @ (D ( o )TIE

trlRE

HOG

RING

BRACE RAIL TRUSS

ROD

FABRIC GATE FRAME HUHIsuP

:UN I AL,ORT

HINIJETPF GATE POST

SIZE TIEqPA'INT SIZE MESH ;ELVAGE SIZE SIZE TIE

SPACINGl8g'

SWTNG

bANO

r Fsq

MIN. Uh12 GA.STEEL

OR9 GA.at UM_

SAMEGAUGE

ASFABRIC

l%'0.0.I TIEEVERYz',-O',

MIN. UF

,ori ' ,,r,TIGHTNERS

ANDFI TTINGq

9GA 2',

KNUCK-ING

AND/OR

TWIST-ING

2'0.0. I TIEEVERY

-@'

2'0,0. I TIEEVERYt'-o'

OFFSE T3'0.0.

4'0,0.OVER 6'

TOI2' INCL.

4. 0.0.

NOTE: POST SIZES SHO}'N ARE FOR STEEL. WHERE ALUMINIJM IS PROVIDEO, LINE POSTS SHALL HAVE AN OUT SIOE DIAMETER OF 2K'FOR FENCE HEIGHT OF 6'ANO LESS.AN OUTSIOE DIAMETER OF 3'FOR FENCE HEIGHT OF 6'TO 12" ENO, PULL, CORNER OR BRACE POSTS SHALL HAVE AN OUTSIDE OIAMETER OF 3' FOR FENCE HEIGHT OF 6'ANO LESS;AN OUTSIOE DIAMETER OF 3V2'FOR FENCE HEIGHTS OF 6' TO 12" GATE POSTS WHERE GATE V'IOTH IS 12'AND LESS SHALL HAVE AN OUISIOE OIAMETER OF 3ll'FOR FENCE HEIGHTOF 6'ANO LESS. ALUMINUM TENSION WIRE SHALL BE O.IJ?'IN OIAMETER, MINIMUM THICKNESS OF MATERIAL FROM I{HICH EXPANSION SLEEVES SHALL BE MAOE I{ILL BE O.S7A'.POSTS ANO RAILS MAY HAVE ANY CROSS-SECTIONAL SHAPE THAT WILL MEET THE SPECIFICATIONS.

OTHER OETAILS APPLY TO BOIH STEEL AND ALUMINUM FENCE.

ALL MISCELLANEOUS FITTINGS AND HAROWARE SHALL MEET THE REOUIREMENTS ANO PRODUCTION TOLERANCES AS SET FORTH IN THE SPECIFICATIONS.9 GAUGE ALUMINUM WIRE SHALL BE ACCEPTABLE FOR TIEING FABRIC TO TUBULAR ANO ROLL FORMEO MEMBERS OF STEEL FENCE.

POSTS ANO RAILS

SIZE0.0.

GRAOE I AND ALUMINUM ALLOY GRADE 2

0.D.INCHES

WALLTHICKNESS

0.0.INCHES

I{ALLIHICKNESS

LBS. PERLINEAR FT

r% 1.660 o.t40 2.27 o.746 1.660 a-llt 1.84

2 t.900 o,t45 2,72 o.940 t.ioo o.120 2.242v, 2.375 o.154 t.264 2.375 @.130 3.lt3 2,475 o.203 5.79 2,9o4 2.475 o.160 4.643v, 3.509 o.216 7.54 2.62t 3.5l,O s.t6g 5.714 4,OOg o.226 9.11 3.151 4.OOO o.t60 6.56

TOLERANCES ON DIMENSIONS AND WEIGHTS ACCORDING TO AASHTO M I8I

EXCAVATION FOR POSTS:DIMENSIONS INDICATED.

=-(,-€l

=(r

I MIN. 4'' CLEARANCE

TIE WIRE

TIE WIRE

GATE POST

@STOP 6'HINGE

GATE POST

HEIGHTOF

FENCEFABRIC

@ ( ) ( (

LINE POSTS TOP RAIL TI SIONRE

TT ON TENSION BAR BANO BRACE BANO

SIZE SIZE SIZE TIESPACING SIZE LENGTH SIZE SPACING SIZE

5'.AND

LESS?k',o.o. 2'O.D,

I TIEEVERYt'-2'

OFFABRICHFINHT

l?6'0.0. I TIEEVERY2'-O'

tg'-o'7

GAUGECOIL

SPRINGUIRF

I TIEEVERYt'-o'

MtN.OF

lrs'x%

MIN. OF2'LESS

THANFABRICHEIGHT

MIN.OF

/t'xo.o74

.k,x tVt,

MIN.OF

%'xo.to5

Xa'x ll/t'OVER 6'TO

I 2' INar3 '0.0. 2k'o.D.

STANDARD ORAWING WF-3

6-ZZ-UtZlHty LSYU NU lE5. HEMUVTU r AHLL.I a Reuoveo FENCE ALTERNATE

ffi

1A-l-q)u-15-91a-tE-qt

FII MFN

) (

Ittcoaatf,rn ItE

coaatf,rnMIN.

I Ef,INTUBUL Icl 7E

tsUL I


WIRE FENCE

TYPE C AND D

ONE APPRO. SPAN O 7' TO IO'WHEI{LESS THAN I55'TO NEXT CORI{ER

AI\EHOR PLA'

LINE POSTCONCRETE

NoTETSTEEL LINE PoSTS SHALL BE 6'-6'MINIMUM LENGTH.

BARBED RE

il z-U

TYPE C FENCE (WOOD POSTS)

DIAGONAL BRACE

%'0.0. TUBULARG 2'r 2'l/t' L

ENO. CORNER OR PULL POST

(o2%'0.0. TUBULAROR 2Yz'| 2V2',t/1't (6'-9'LENGTH,

TYPE C FENCE (STEEL POSTS)

. C(niER POSI

GENERAL NOTES:

STEEL LINE POSTS SHALL BE PAINTED OR GALYANIZED.TUBULAR ENO. COR]#R. PULL. OR OIAGONAL BRACES MUSTCONFORM TO THE DIMENSIONS ANO YEIEHTS SPECIFIEO 01{STANDARO ORAUING WF-3 (CHAIN LINK'. APPROVEO ALTERNATESARE ACCEPTAELE.AN ACCEPTABLE TOLERANCE IN LENGTH OF TUBULAR OR YOODENPoSTS SHALL BE - t'TO +2'.Tt.tsULAR POSTS MUST BE PAINIED OR GALVANIZEO.

rroTE. usE r.x tla'LAGBT'.IISHIELOtnASAPPHOYEO BY ITCEtGI]GER.

OF FENCE CONSTRUCTIONAT LARGE CULYERTS

(s'IN HEIGHT ANO OVER'

I2"0. MIN. VEHICULAR OPENING

USE SAME APPROACH

AS FOR

THE CONTRACTOR SHALL FURNISH AT LEAST252 OF TIIIIBER LINE POSTS OF 7 FOOT LENGTHSIN ORDER TO PROVIIE SUFFICIENT SET IN SOFTGROUNO OR SMALL DEPRESSIONS.

DRIVEIdAY GATES. EITHER SINGLE 12'IO 16'ORDOUBLE 6'T0 8'@ENING (F THE SAME TYPEAS THE PETESTRIAN GATE. SHALL BE INSTAL.LED ON IHE RIGHT SIDE OF EACH THROUGHLANE ROff' AT LARGE CULVERIS (n BRIDGECROSS FENCE, FOR USE OF MAINTENANCEEOUIPMENT. LMATION OF GATES TO BE SHOUNO{ PLANS OR AS DESIGNATED BY THE ENGINEER.

AT STREAM CROSSINGS. THE FENCE SHALL NOTBE CONSTRUCTED ACROSS LARGE STREAMS. UHERECLEARANCE IS SUFFICIENT FROM IHE TOP (F THEBAN( TO THE BRIDGE STRUCTURE A CROSSCONNECTION SHALL BE CONSTRUCTED BETHEENTHE FENCE ON EACH SIOE OF THE ROAD. T'HERETHE CLEARANCE IS NOT SI'FFICIENT, THE FENCESHALL BE TERMINATED YITH CROSS CONNECTIONSA{O END POSTS AOJACENT IO BRIOGE ABUTMENTStn CULVERT T'IMJI'ALLS.

SPLICE FOR BARSEO I'IRE BETI'EEN PULLPOST ASSEMBLY SHALL BE BY THE 'EYEMETH0O'AS OESCRIBED AS F0LLOWSITHE ENDS (tr THE BARBEO UIRE SHALL BEBENT TO FORM A LOOP. THE LO(PS SHALLBE CONNECTED. AFTER THE LOOPS ARECONNECTED THE ENOS OF THE UIRE SHALLBE T{RAPPED AROUM' THE PROJECTING WIRESA MIT{IMUM OF 4 TIMES FOR EACH WIRELOOP.

SPLICE FOR T'OVEN }'IRE BEIYEEN PULL POSTSHALL BE BY THE 'WESTERN UNION METHOT''AS DESCRIBE0 aS FOLLOWST THE VERTICALIIIRES FOR EACH ENO OF THE FENCE FABRICSHALL BE PLACEO SIOE BY SIIE AND THEPROJECTING HOBIZONTAL }'IRES SHALL BEURAPPED A MINIMUM OF 4 TIMES AROUiDTHE HORIZONTAL T{IBES OF THE FTRST T'EB.

SIAPLE AT LEAST TOP.BOTTOM AND ALTERNATEUIRES OF WOVEN FABRIC FOR UOOO LINE POSTS.

SPANS

TWO STRANDS OR PULL POST

(o

CORNER POST (WOODI

s.MIN. OIA. 7'-3'LENGTH

GAIE POSI IT(IDI5. },II}L DII8rltr LElrorH

lrurCATE FNATG

Llr€ z-tt4ltt

GATE POST(SIEEL'2L'oursrE ora.@ 2Wt zYL',U't7"6. LEt€TH

1'

LATCH Y/L( T

0.D.

L

LI}C FEiTE

PRIYATE PRTERIY

POSTS

Llr€

z-oai

t-

z,-U l]

LINE POST

3' MIN. OIA. 6'-3. LENGTHMAX. SPACING TO BE IO"O'

l0'MAx.

LINE BRACE ASSEMBLYMAX. SPACING TO BE 330'

OTHER APPROVEO TIESI'ILL BE PERMITTED

4 STRANOS BARBED T{IRE (D}

5 STRANDS BARBED WIRE (D-I}6 STRANDS BARBED WIRE (D-2}

UTYPE D-I

FENCE

(o

z-oo

z-

R/T LII€

. MltEr RIGa{T-(F-VAY r,OrrGNIS $IALL IOI BE0tsru8E0 BY FE]€E co{srh.EiloLC(n]€R P(ISIS S}IALL BE C(I|SIRI.EIEO 2'FROi{ TtC RlCiflI-(f-IAY I.IIITGNI (!R AE

POSI

OIRECIEO BY II€ EiIiIIIEER. RIGHT-OF.WAY FENCE LOCATION

T{IRE FENCE

TIE PRIVATE FENCETO TYPE C OR D FENCE

Y(x)O POSI5'MIN. DIA.7'TO 8'LENGTH

7'. 8', R/T' MO{UMENI

TALLATIONTT€RE EXISTING FENCE CONSISIS OF STEEL POSTS. USE ENO POST ASSEMBLY AS

SHOT,N IN TYPE C FENCE OR OIHER ENO POST ASSE},tsLY A5 APPROVED BY THE ENCINEER.

il

ll tr-cAl vEHrcuLAR GArESII IALIERNATE TYPE,

AH?O R/I?

a - R/U i,(}rrC[ISc - FEi€E PGIS

il

e

ee

o

OTHER STYLE VEHICULAR GATES MAY BE USEO I{ITH THE APPROVAL OF THETHE METHOO OF SECURING GATE (LAICH AND/OR LOCK'SHALL MEET IHE APPROVAL

il

o EvUE

E

llU

TYPE DFENCE

z'-O.MIN. LINE POSTS3"O.MIN. CORNER POSTS3'-5'MIN. GATES POSTS

TYPE D-2FENCE

N0TEI SPACING AND SIZE (EXCEPI LENCTH, OF POSTS. APPROACH SPANS.PULL POST ASSEMBLIES.ANO CORNER BRACINO FOR TYPE D FENCESHALL CONFORM TO TYPE C FENCE. USE GALVANIZED STAPLESON YOOD POSTS AND APPROVEO FASTENERS ON STEEL POSTS.

PRIVATE FENCE TERMINAL I

llIllIllr

ilriltrIIII

0ro0D,

POST6'-9'

UHEN MORE THAN 165'T0 NEXTCORNER OR PULL POST

a 7'.ro lo'

l]I]r]ITIr]

4, MIN.

sN

oI

6

m

D

STANDARD DRA}JING WF.4

5-Z'44

------E:5q3-

FII MFN

, 7'TO IO'SPAN

WEST Otr RNVER Bt{-iFtr RD.:

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