KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007

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1 R05 Sheet 1 of 2 DEPRTMENT OF TRNSPORTTION SPECIL PROVISION TO THE STNDRD SPECIFICTIONS, EDITION 2007 SECTION 805 ZONE TRFFIC CONTROL ND SFETY TYPICL TRFFIC CONTROL, 2-LNE HIGHWY WITH 1 LNE, FLGGER, PILOT CR TEMPORRY TRFFIC SIGNLS OR UTOMTED FLGGER SSISTNCE DEVICE (.F..D) Provide, erect, and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets TE700, TE702, TE704, TE710, TE712, TE714, TE720, TE728, TE729, TE70, TE71, TE72, TE7 and/or TE74. TYPICL TRFFIC CONTROL, 4-LNE DIVIDED HIGHWY WITH 1 LNE, CROSSOVER FROM THE LEFT LNE OR RIGHT LNE Provide, erect and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets TE700, TE702, TE704, TE710, TE712, TE714, TE722, TE740, TE742, TE74 and/or TE744. TYPICL TRFFIC CONTROL, MULTI-LNE HIGHWY WITH 2 LNES ND 4-LNE UNDIVIDED HIGHWY WITH ONE-HLF OF THE WY Provide, erect and maintain all traffic control devices required by the Contract Documents according to the details shown on the applicable Standard Plan Sheets TE700, TE702, TE704, TE710, TE712, TE714, TE722, TE746 and/or TE748. TYPICL TRFFIC CONTROL, 4-LNE HIGHWY WITH CONSTRUCTION TRFFIC CROSS THE MEDIN With the permission of the Engineer, construction equipment may use the median crossovers. Provide, erect and maintain all traffic control devices required for the median crossovers that complies with the attached sheet and the applicable Standard Plan Sheets TE700, TE702, TE704, TE710, TE712 and TE714 at no cost to the KDOT TST Revised TE Standards Oct-12 Letting

2 R05 Sheet 2 of 2

3 1. MUTCD COMPLINCE: LL TEMPORRY TRFFIC CONTROL DEVICES ND THEIR INSTLLTION ND MINTENNCE SHLL COMPLY WITH THE LTEST EDITION OF THE MNUL ON UNIFORM TRFFIC CONTROL DEVICES (MUTCD) FOR STREETS ND HIGHW YS W HICH HS BEEN DOPTED BY THE SECRETRY OF TRNSPORTTION. W HENEVER THE TEMPORRY TRFFIC CONTROL STNDRDS CONFLICT WITH THE MUTCD, THE STNDRDS SHLL GOVERN. STTE PROJECT NO. YER 2. DESIGN : THOSE ITEMS DELEGTED TO TEMPORRY TRFFIC CONTROL SHOULD BE ND INSTLLED USING THE POSTED/LEGL OF THE W Y PRIOR TO W ORK STRTING.. CLER ZONE: LL CONSTRUCTION EQUIPMENT (INCLUDING VEHICLES), MTERILS, ND DEBRIS SHLL BE STORED OUT OF THE CLER ZONE. W HERE THIS CNNOT BE CHIEVED, THE CONTRCTOR SHLL PLCE PPROPRITE SIGNS, OBJECT IDENTIFIERS, ND/OR BRRICDES S DESIGNTED BY THE ENGINEER. TEMPORRY TRFFIC CONTROL DEVICES NEEDED FOR THIS CONDITION SHLL BE CONSIDERED SUBSIDIRY TO OTHER BID ITEMS. 4. MINIMUM LNE WIDTHS: LNE W IDTHS SHLL BE MINIMUM OF 11 (MESURED BETW EEN CENTERLINES OF PVEMENT MRKINGS) OR S SHOW N ON THE PLNS, OR S DIRECTED BY THE ENGINEER. LNE W IDTH LESS THN 11 MY REQUIRE RESTRICTED W Y W IDTH SIGNING. 5. FLGGER: MINIMUM OF ONE FLGGER SHLL BE STTIONED W ITHIN ECH MULTI-LNE W Y CTIVITY RE W HERE W ORK IS IN LNE DJCENT TO TRFFIC ND NOT SEPRTED BY CONCRETE SFETY BRRIER SYSTEM. 6. PVEMENT MRKING: W HEN THE W ORK WILL OCCUPY LOCTION MORE THN THREE DYS, LL CONFLICTING PVEMENT MRKINGS SHLL BE REMOVED OR MSKED ND LL TRNSITION TPERS, CROSSOVERS, ND EDGE LINES LONG CHNNELIZING DEVICES SHLL BE MRKED WITH SOLID 4" W IDE PVEMENT MRKING. 7. FIRST MODULE OF IBS: THE FIRST MODULE OF ECH INERTIL BRRIER SYSTEM (IBS) SHLL HVE MINIMUM OF 2 SQ. FT. OF FLUORESCENT ORNGE STM TYPE IV SHEETING FCING TRFFIC. EITHER VERTICL RECTNGLE OR DIMOND SHPE MY BE USED. 8. PEDESTRIN / BICYCLE SFETY: W ORK ZONE SIGNS SHLL NOT INHIBIT PEDESTRIN ND BICYCLE TRFFIC ON SIDEW LKS OR OTHER RES DESIGNTED FOR PEDESTRIN OR BICYCLE USE. Drawn By : jmadrid Plotted : 10-NOV : File : TE700_1.dgn (TE700_1) Traffic CONSIDERTION SHOULD BE MDE TO SEPRTE PEDESTRIN ND BICYCLE MOVEMENTS FROM BOTH W ORK SITE CTIVITY ND VEHICULR TRFFIC. UNLESS RESONBLE SFE ROUTE THT DOES NOT INVOLVE CROSSING THE W Y CN BE PROVIDED, PEDESTRINS ND BICYCLISTS SHOULD BE PPROPRITELY DIRECTED WITH DVNCE SIGNING THT ENCOURGES THEM TO CROSS TO THE OPPOSITE SIDE OF THE W Y. IN URBN ND SUBURBN RES WITH HIGH VEHICULR TRFFIC VOLUMES, THESE SIGNS SHOULD BE PLCED T INTERSECTIONS (RTHER THN MIDBLOCK LOCTIONS) SO THT PEDESTRINS ND BICYCLISTS RE NOT CONFRONTED WITH MIDBLOCK W ORK SITES THT WILL INDUCE THEM TO TTEMPT SKIRTING THE W ORK SITE OR MKING MIDBLOCK CROSSING. W HEN EXISTING PEDESTRIN FCILITIES RE DISRUPTED,, OR RELOCTED, THE TEMPORRY FCILITIES SHLL BE DETECTBLE ND INCLUDE CCESSIBILITY FETURES CONSISTENT WITH THE FETURES PRESENT IN THE EXISTING PEDESTRIN FCILITY. 9. CHNGED STOP CONDITIONS: TTCH TW O FLUORESCENT RED-ORNGE FLGS ND RED TYPE "B" HIGH INTENSITY W RNING LIGHT TO NY STOP SIGN THT CRETES NEW STOP CONDITION OR MOVES THE STOP CONDITION TO NEW LOCTION. LEVE FLGS ND LIGHTS IN PLCE FOR T LEST THE FIRST 0 DYS. INSTLL W -1 (SYMBOLIC STOP HED) SIGN IN DVNCE OF STOP SIGN IF STOP SIGN IS NOT VISIBLE FOR MINIMUM OF DISTNCE (SEE CHRT ON TE710) OR IF STOP CONDITION IS MOVED TO LESS THN DISTNCE FROM N EXISTING STOP HED SIGN. 10. LUMP SUM BIDDING: W HEN TRFFIC CONTROL IS BID LUMP SUM, DDITIONL DEVICES WILL BE PID FOR S EXTR W ORK. 10/4/ 1 Modified Notes 9,12 & 14. dded Note 15 J..M. K.P. 2 1/0/09 dded Note 14 J..M. 1 4/20/09 Revised Note 7 J..M. DEPRTM ENT OF TRNSPORTTION GENERL TRFFIC CONTROL TE700 SHEET 1OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

4 STTE PROJECT NO. YER 11. NIGHTTIME LIGHTING: W HEN NIGHTTIME W ORK IS REQUIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINTE FLGGER STTIONS, EQUIPMENT CROSSINGS, ND OTHER RES W HERE EXISTING LIGHTING IS NOT DEQUTE FOR THE W ORK TO BE PERFORMED SFELY. IN NO CSE SHLL FLOODLIGHTS BE PERMITTED TO CRETE DISBLING GLRE FOR THE DRIVER. THE DEQUCY OF THE FLOODLIGHT PLCEMENT ND ELIMINTION OF POTENTIL GLRE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT. 12. NCHRP REPORT 50 CRSHW ORTHY REQUIREMENTS: TRFFIC CONTROL DEVICES SHLL MEET THE EVLUTION CRITERI IN NCHRP REPORT 50 OR IN MSH REPORT 2009 S SUPPLEMENTED BY FHW MEMORNDUM "IDENTIFYING CCEPTBLE HIGHW Y SFETY FETURES," DTED JULY 25, VILBLE ON THE INTERNET T em o/ NY DEVICE NOT DDRESSED BY THE TE STNDRDS MY BE PPROVED ON CSE BY CSE BSIS BY THE ENGINEER. THE DEVICE SHLL BE CCOMPNIED BY ND INSTLLED CCORDING TO MSH REPORT NY DEVICE CCEPTED PRIOR TO THE DOPTION OF MSH REPORT 2009 USING CRITERI FROM NCHRP REPORT 50 MY REMIN IN PLCE ND CONTINUE TO BE USED. NY TRFFIC CONTROL DEVICE CCEPTED USING NCHRP REPORT 50 CRITERI IS NOT REQUIRED TO BE TESTED UNDER MSH REPORT HOW EVER, NEW TRFFIC CONTROL DEVICES NOT PREVIOUSLY EVLUTED MUST UTILIZE MSH REPORT 2009 FOR TESTING ND EVLUTION. THE CONTRCTOR SHLL: 1) PROVIDE TO THE ENGINEER COPY OF THE MNUFCTURER S SELF-CERTIFICTION THT NY CTEGORY 1 (i.e. - PLSTIC CONICL DELINETORS, TUBULR MRKERS, DRUMS WITHOUT TTCHMENTS) ND CTEGORY 2 (i.e. - PORTBLE SIGN STNDS (WITH SIGNS), TYPE II ND III BRRICDES, ND VERTICL PNELS) DEVICES USED ON THE PROJECT RE NCHRP REPORT 50 OR MSH REPORT 2009 COMPLINT. 2) PROVIDE TO THE ENGINEER COPY OF THE ENTIRE FHW CCEPTNCE LETTER (W Z-xxx) FOR NY CTEGORY 2 DEVICE (i.e. - PORTBLE SIGN STNDS (WITH SIGNS), TYPE II ND III BRRICDES, ND VERTICL PNELS) USED ON THE PROJECT. W ORK ZONE FHW CCEPTNCE LETTERS (W Z-xxx) RE VILBLE ON THE INTERNET T: ) CERTIFY THT THE TRUCK MOUNTED TTENUTORS (TM S) (W HICH RE DEFINED S CTEGORY DEVICES BY THE FHW MEMORNDUM) MEET CURRENT CRSHW ORTHY SPECIFICTIONS S DEFINED BOVE ND INCLUDE COPY OF THE ENTIRE FHW CCEPTNCE LETTER. LL CTEGORY 1 & 2 DEVICES SHLL BE NCHRP REPORT 50 OR MSH REPORT 2009 COMPLINT. 1. TYPE "" LOW INTENSITY W RNING LIGHTS: TYPE "" LOW INTENSITY W RNING LIGHT IS N L.E.D. BI-DIRECTIONL FLSHING W ORK ZONE W RNING LIGHT. 14. LED IN CONES ON CENTERLINE: LED IN CENTERLINE CHNNELIZING DEVICES MY BE ELIMINTED FROM TE728, TE729, TE70, TE71, ND TE72 W HEN THE W Y IS LESS THN OR EQUL TO 0 (FEET) INCLUDING PVED SHOULDERS OR THE RE ENGINEER DETERMINES THT EXTENUTING CIRCUMSTNCES EXIST. Drawn By : jmadrid Plotted : 10-NOV : File : TE700_2.dgn (TE700_2) Traffic 15. TEMPORRY RUMBLE STRIPS: LTERNTIVE TEMPORRY RUMBLE STRIP OPTIONS MY BE VILBLE. PLESE CONTCT THE TEMPORRY TRFFIC CONTROL UNIT FOR MORE INFORMTION. 10/4/ 1 Modified Notes 9,12 & 14. dded Note 15 J..M. K.P. 2 1/0/09 dded Note 14 J..M. 1 4/20/09 Revised Note 7 J..M. DEPRTM ENT OF TRNSPORTTION GENERL TRFFIC CONTROL TE700 SHEET 2 OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

5 RROW DISPLYS STTE PROJECT NO. YER FLSHING RROW CUTION SEQUENTIL RROW SEQUENTIL CHEVRON RROW DISPLY ELEMENTS SHLL BE CPBLE OF MINIMUM 50 PERCENT DIMMING FROM THEIR FULL-RTED LMP VOLTGE. FULL LMP VOLTGE SHOULD BE USED DURING THE DY ND DIM MED MODE SHLL BE USED T NIGHT. FOR SHOULDER W ORK, SIDE W ORK NER THE SHOULDER, BLOCKING THE SHOULDER, OR FOR TEMPORRY CLOSING ONE LNE ON TW O-LNE, TW O-W Y W Y, N RROW PNEL SHLL BE USED ONLY IN THE CUTION MODE. BUFFER SPCE (MPH) LENGTH (ft) POSTED PRIOR TO W ORK STRTING NEITHER W ORK CTIVITY NOR STORGE OF EQUIPMENT, VEHICLES, OR MTERIL SHOULD OCCUR IN THE BUFFER SPCE. W HEN PROTECTION VEHICLE IS PLCED IN DVNCE OF THE W ORK SPCE, ONLY THE SPCE UPSTREM OF THE VEHICLE CONSTITUTES THE BUFFER SPCE. IF TEMPORRY CONCRETE SFETY BRRIER SYSTEM IS USED TO SEPRTE PPROCHING TRFFIC FROM THE W ORK SPCE, THE BRRIER SYSTEM SHLL BE CONSIDERED PRT OF THE CTIVITY RE. FULL LNE WIDTH SHOULD BE VILBLE THROUGHOUT THE LENGTH OF THE BUFFER SPCE. SEE TYPICL W ORK ZONE COMPONENTS. CHNNELIZING DEVICE PVEMENT MRKING (TEMPORRY) INERTIL BRRIER SYSTEM (SLOPED CONCRETE TRETMENT IS OPTIONL IF POSTED IS 40 MPH OR LESS) CONCRETE SFETY BRRIER SYSTEM Drawn By : jmadrid Plotted : 10-NOV : File : TE700_.dgn (TE700_) Traffic SHOULDER TPER DVNCED W RNING RE NOTE: REFER TO STD. TE702 FOR TPER "L" FORMUL. RROW DISPLY BUFFER TPER "L" SPCE W ORK SPCE DOW NSTREM TPER TRNSITION CTIVITY RE TERMINTION RE RE TYPICL W ORK ZONE COMPONENTS 10/4/ 1 Modified Notes 9,12 & 14. dded Note 15 J..M. K.P. 2 1/0/09 dded Note 14 J..M. 1 4/20/09 Revised Note 7 J..M. DEPRTM ENT OF TRNSPORTTION GENERL TRFFIC CONTROL TE700 SHEET OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

6 18" STTE PROJECT NO. YER MIN. ORNGE ORNGE W HITE W HITE 42" PPROX. 6" 6" TO 8" 6" TO 8" MIN. 6" TO 8" 6" TO 8" DRUM CONICL DELINETOR DRUMS ND CONICL DELINETORS SHLL HVE T LEST TW O ORNGE ND TW O W HITE 6" TO 8" WIDE RETROREFLECTIVE STRIPES. DDITIONL STRIPES MY BE NON-RETROREFLECTIVE. IF THERE RE NON-RETROREFLECTIVE SPCES BETW EEN DJCENT STRIPES, THEY SHLL BE NO MORE THN " W IDE. LL RETROREFLECTIVE STRIPES ON DRUMS SHLL BE STM TYPE III SHEETING. THE W HITE STRIPES ON CONICL DELINETORS SHLL BE STM TYPE III SHEETING. ORNGE STRIPES ON LL CONICL DELINETORS SHLL BE FLUORESCENT ORNGE STM TYPE IV SHEETING. ITEM LOCTION CROSS-OVERS SHOOFLY DIVERSIONS TNGENTS TPERS RMPS HED TO HED OBJECT IDENTIFIER PORTBLE DRUMS CONICL DELINETORS VERTICL PNELS DIRECTION INDICTOR BRRICDE TYPE II BRRICDE YES YES YES YES YES (1) YES YES YES YES YES (1) (2) (2) (2) (2) (2) (1,2) NO NO NO YES NO NO (2) (2) (2) (2) NO NO YES YES YES NO YES FIXED TUBULR MRKERS VERTICL PNELS () () () NO () YES () () () () () () NO YES (1) NOT LLOW ED ON CENTERLINE DELINETION LONG FREEW YS OR EXPRESSW YS. (2) THE STRIPES SHLL SLOPE DOW NW RD TO THE TRFFIC SIDE FOR CHNNELIZTION. () MY BE USED UPON THE PPROVL OF THE ENGINEER. Drawn By : jmadrid Plotted : 10-NOV : File : TE702_1.dgn (TE702_1) Traffic ORNGE W HITE " TO 4" 6" 2" 6" MIN. 4" TRFFIC CONE TRFFIC CONES MY BE USED S CHNNELIZING DEVICES FOR DYTIME OPERTIONS ONLY. THEY WILL NOT BE PID FOR SEPRTELY, BUT WILL BE SUBSIDIRY TO OTHER TRFFIC CONTROL BID ITEMS. THE ENGINEER MY REQUIRE THT TRFFIC CONES BE SUPPLEMENTED BY OTHER TRFFIC CONTROL DEVICES IN CERTIN SITUTIONS. 10/4/ 1 dded Dimension to Tubular Marker Detail J..M. K.P. 2 4/20/09 Channelizer Placement & Traffic Cone Detail J..M. 1 8/8/07 Trimline Changed to Conical Delineator M.B. DEPRTM ENT OF TRNSPORTTION CHNNELIZING DEVICES TE702 SHEET 1OF 9/1/00 10/4/ 1 PP D L.E.R. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

7 24" MIN. STTE PROJECT NO. YER 6" 6" 45 8" MIN. 12" MX. 6" MIN. ORNGE W HITE TYPE II BRRICDE FOR RILS LESS THN 6" LONG, 4" W IDE STRIPES MY BE USED. THE ENTIRE RE OF BRRICDE RILS, BOTH FRONT ND BCK, SHLL BE STM TYPE III SHEETING. THE STRIPES SHLL SLOPE DOW NW RD TO THE TRFFIC SIDE FOR CHNNELIZTION. 2" MIN. W HITE ORNGE 28" MIN., UP TO 42" 2" " 2" TO 6" " TUBULR M RKER THE TW O W HITE RETROREFLECTIVE STRIPES SHLL BE STM TYPE III SHEETING. TPER FORMULS: L = W S FOR S OF 45 MPH OR MORE 2 L = W S /60 FOR S OF 40 MPH OR LESS Drawn By : jmadrid Plotted : 10-NOV : File : TE702_2.dgn (TE702_2) Traffic W HERE: L = MINIMUM LENGTH OF TPER IN FEET S = NUMERICL VLUE OF POSTED PRIOR TO W ORK STRTING IN MPH W = WIDTH OF OFFSET IN FEET CHNNELIZER PLCEMENT: () THE SPCING BETW EEN DEVICES IN TRNSITION RE (TPER) SHOULD NOT EXCEED DISTNCE IN FEET EQUL TO 1/2 THE POSTED IN MPH PRIOR TO W ORK STRTING. (B) THE SPCING BETW EEN DEVICES IN THE DVNCED W RNING RE ND THE CTIVITY RE SHOULD NOT EXCEED DISTNCE IN FEET EQUL TO TW O TIMES THE POSTED IN MPH PRIOR TO W ORK STRTING. (C) CHNNELIZING DEVICES SHLL BE PLCED FOR OPTIMUM VISBILITY, NORMLLY T RIGHT NGLES TO THE TRFFIC FLOW. (D) CHNNELIZING DEVICES PLCED LONG SHOULDER EDGES OR IN DROPOFFS SHLL HVE MINIMUM OF 24" FROM THE TOP OF THE CHNNELIZING DEVICE TO THE TOP OF THE PVEMENT. 10/4/ 1 dded Dimension to Tubular Marker Detail J..M. K.P. 2 4/20/09 Channelizer Placement & Traffic Cone Detail J..M. 1 8/8/07 Trimline Changed to Conical Delineator M.B. DEPRTM ENT OF TRNSPORTTION CHNNELIZING DEVICES TE702 SHEET 2 OF 9/1/00 10/4/ 1 PP D L.E.R. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

8 4" STTE PROJECT NO. YER 24" 12" 6" 8" 45 4" DIRECTION INDICTOR BRRICDE THE RROW PNEL SHLL BE BLCK ON FLUORESCENT ORNGE STM TYPE IV SHEETING. THE STRIPES SHLL BE ORNGE ND W HITE STM TYPE III SHEETING SLOPING DOW NW RD IN THE DIRECTION TRFFIC IS TO PSS. THE DIRECTION INDICTOR BRRICDE SHLL BE USED IN SERIES TO DIRECT THE MOTORIST INTO THE INTED LNE OF TRVEL. THE RROW PNEL SHOULD NOT BE VISIBLE TO OPPOSING TRFFIC. 12" W HITE ORNGE 4"4" 6" MIN. 24" MIN. 45 VERTICL PNEL Drawn By : jmadrid Plotted : 10-NOV : File : TE702_.dgn (TE702_) Traffic THE ENTIRE RE OF VERTICL PNELS, BOTH FRONT ND BCK, SHLL HVE STM TYPE III SHEETING. THE STRIPES SHLL SLOPE DOW NW RD TO THE TRFFIC SIDE FOR CHNNELIZTION. 10/4/ 1 dded Dimension to Tubular Marker Detail J..M. K.P. 2 4/20/09 Channelizer Placement & Traffic Cone Detail J..M. 1 8/8/07 Trimline Changed to Conical Delineator M.B. DEPRTM ENT OF TRNSPORTTION CHNNELIZING DEVICES TE702 SHEET OF 9/1/00 10/4/ 1 PP D L.E.R. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

9 STTE PROJECT NO. YER NOTE: SIGNS SHOW N FOR ONE PPROCH TO W ORK ZONE. COMPLETE CLOSURE TYPE III BRRICDES R "x 0" 500FT W FT W20- LOCL TRFFIC ONLY OR TO THRU TRFFIC R "x 0" W ORK ZONE TYPE III BRRICDES (W INGED POSITION) OR MILESHED LOCL TRFFIC ONLY R11-60"x 0" TYPE III BRRICDE LENGTH TO THE NEREST 1 4 MILE (NO DECIML MILEGE) HOUSE, FIELD ENTRNCE, OR PUBLIC (TYP.) USE R11-4 IF LESS THN 1 MILE USE R11- IF 1 MILE OR MORE NOTE: THE R11- ND R11-4 SIGNS SHOULD BE CCOMPNIED W ITH PPROPRITE DETOUR SIGNING, S SHOW N ON PROJECT TRFFIC CONTROL PLNS. FIGURE 1: TYPICL SIGNING FOR CLOSURE NOTE: SIGNS SHOW N FOR ONE PPROCH TO INTERSECTION (W ORK ZONE). R "X 0" COMPLETE CLOSURE TYPE III BRRICDES ZONE R "x 0" 1000 SIDE HED W20-1 TYPE III BRRICDE Drawn By : jmadrid Plotted : 10-NOV : File : TE704_1.dgn (TE704_1) Traffic FIGURE 2: TYPICL SIGNING FOR SIDE OPEN 8/8/07 dded Position to Type I Barricades M.B. 2 12/29/05 Note #1Modified M.B. 1 2/1/05 Modified Notes Type I Barricades w/lights B.H. DEPRTM ENT OF TRNSPORTTION TYPICL TRFFIC CONTROL CLOSURES TE704 SHEET 1OF 9/26/02 8/8/2007 PP D nthony. lrobaire B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

10 STTE PROJECT NO. YER NOTE: SIGNS SHOW N FOR ONE PPROCH TO INTERSECTION (W ORK ZONE). COMPLETE CLOSURE TYPE III BRRICDES R "x 0" 500FT W FT W20- LOCL TRFFIC ONLY OR TO THRU TRFFIC R "x 0" TYPE III BRRICDE ZONE SIDE HOUSE, FIELD ENTRNCE, OR PUBLIC (TYP.) TYPE III BRRICDES (W INGED POSITION) OR MILESHED LOCL TRFFIC ONLY R11-60"x 0" LENGTH TO THE NEREST 1 4 MILE (NO DECIML MILEGE) USE R11-4 IF LESS THN 1 MILE USE R11- IF 1 MILE OR MORE FIGURE : TYPICL SIGNING FOR SIDE NOTE: SIGNS SHOW N FOR ONE PPROCH TO W ORK ZONE. COMPLETE CLOSURE TYPE III BRRICDES R "x 0" LST CCESS FOR HOUSE OR FIELD ENTRNCE TYPE III BRRICDES (STGGERED POSITION) OR LOCL TRFFIC ONLY MILESHED LOCL TRFFIC ONLY R "x 0" R11-60"x 0" 500FT W FT W20- W ORK ZONE HOUSE OR FIELD ENTRNCE (TYP.) USE R11-4 IF LESS THN 1 MILE USE R11- IF 1 MILE OR MORE TYPE III BRRICDE 1 LENGTH TO THE NEREST 4 (NO DECIML MILEGE) MILE Drawn By : jmadrid Plotted : 10-NOV : File : TE704_2.dgn (TE704_2) Traffic FIGURE 4: TYPICL SIGNING FOR CLOSURE - LOCL TRFFIC CCESS NOTES: 1. SIGNS: THE R11-4 ( TO THRU TRFFIC OR LOCL TRFFIC ONLY) SIGN SHLL BE USED W HEN THE DISTNCE TO THE POINT OF COMPLETE CLOSURE OF THE W Y IS LESS THN 1 MILE. THE R11- ( # MILES HED LOCL TRFFIC ONLY) SIGN SHLL BE USED W HEN THE DISTNCE TO THE POINT OF COMPLETE CLOSURE OF THE W Y IS 1 MILE OR GRETER. THE W ORDS "BRIDGE OUT" (OR BRIDGE ) MY BE SUBSTITUTED FOR THE W ORDS " " ON THE R11- OR R11-4 SIGN W HERE PPLICBLE. 8/8/07 dded Position to Type I Barricades M.B. 2 12/29/05 Note #1Modified M.B. 1 2/1/05 Modified Notes Type I Barricades w/lights B.H. DEPRTM ENT OF TRNSPORTTION TYPICL TRFFIC CONTROL CLOSURES TE704 SHEET 2 OF 9/26/02 8/8/2007 PP D nthony. lrobaire B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

11 STTE PROJECT NO. YER 2. BRRICDE PLCEMENT: ) COMPLETE CLOSURE W HEN W Y IS, TYPE III BRRICDES SHLL BE PLCED -TO- TO COMPLETELY COVER THE W Y ND SHOULDERS. W HEN CCESS MUST BE LLOW ED FOR CONSTRUCTION OR OTHER OFFICIL/GOVERNMENT VEHICLES, TYPE III BRRICDES SHLL BE LONGITUDINLLY STGGERED FR ENOUGH PRT FROM ONE NOTHER TO LLOW SFE PSSGE OF VEHICLES ND MINTIN THE PPERNCE OF W Y. TYPE III BRRICDES SHLL BE RELIGNED ND PLCED -TO- TO DENY NY CCESS W HEN THE CONSTRUCTION CTIVITY HS CESED FOR THE DY. B) - LOCL TRFFIC S SHOW N IN FIGURE 4, W HEN LOCL TRFFIC MUST BE LLOW ED CCESS INTO THE W ORK ZONE, TYPE III BRRICDES SHLL BE LONGITUDINLLY STGGERED TO MINTIN THE PPERNCE OF W Y. SECOND LINE OF -TO- TYPE III BRRICDES SHLL BE PLCED JUST BEYOND THE LST CCESS POINT IN THE W ORK ZONE, TO COMPLETELY CLOSE THE W Y S DESCRIBED IN NOTE 2-. S SHOW N IN FIGURE 1 ND FIGURE, T THE POINT W HERE THRU TRFFIC MUST DETOUR ND LOCL TRFFIC CN PROCEED TO THE LOCTION W HERE THE W Y IS COMPLETELY, THE R11- ( # MILES HED LOCL TRFFIC ONLY) OR R11-4 ( LOCL TRFFIC ONLY OR TO THRU TRFFIC) SIGN SHLL BE USED W ITH TYPE III BRRICDES (W INGED POSITION), PLCED ON THE SHOULDERS OF W Y. TYPE "" LOW INTENSITY W RNING LIGHT MOUNTED TO THE VERTICL POST (TYP.) 48" MIN. 6" 6" 45 8" MIN. 12" MX. 20" 20" 5 MIN. W HITE ORNGE TYPE III BRRICDE W ITH LIGHTS Drawn By : jmadrid Plotted : 10-NOV : File : TE704_.dgn (TE704_) Traffic THE ENTIRE RE OF BRRICDE RILS, BOTH FRONT ND BCK, SHLL HVE STM TYPE III SHEETING. THE STRIPES SHLL SLOPE DOW NW RD TO THE SIDE TRFFIC IS TO PROCEED OR TOW RD THE CENTER OF THE W Y T CLOSURES. PPROVED SIGNS MOUNTED ON TYPE III BRRICDES SHOULD NOT COVER MORE THN 50% OF THE TOP TW O RILS OR % OF THE RE OF THE THREE RILS. W HEN BRRICDES RE PLCED -TO- OR STGGERED, TYPE "" LOW INTENSITY W RNING LIGHT SHLL BE MOUNTED TO THE VERTICL POST NER ECH OUTSIDE CORNER OF THE BRRICDES. TYPE "" LOW INTENSITY W RNING LIGHTS SHLL BE MINTINED SO S TO BE VISIBLE ON CLER NIGHT FROM DISTNCE OF /8/07 dded Position to Type I Barricades M.B. 2 12/29/05 Note #1Modified M.B. 1 2/1/05 Modified Notes Type I Barricades w/lights B.H. DEPRTM ENT OF TRNSPORTTION TYPICL TRFFIC CONTROL CLOSURES TE704 SHEET OF 9/26/02 8/8/2007 PP D nthony. lrobaire B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

12 GENERL NOTES STTE PROJECT NO. YER 1. MINTENNCE: THE CONTRCTOR SHLL MINTIN LL SIGNS ND DEVICES IN N UPRIGHT POSITION. THE CONTRCTOR SHLL CLEN OR REPLCE NY DMGED OR ILLEGIBLE SIGN OR DEVICE S DIRECTED BY THE ENGINEER. 2. EXISTING SIGNS: IF EXISTING SIGNS THT RE TO REMIN (W HETHER DENOTED ON THE PLNS OR NOT) INTERFERE W ITH CONSTRUCTION W ORK, THE CONTRCTOR SHLL REMOVE, STORE, ND RESET THE SIGNS. THIS SHLL BE SUBSIDIRY TO OTHER TRFFIC CONTROL BID ITEMS. SIGNING DMGED BY THE CONTRCTOR SHLL BE REPLCED T THE CONTRCTOR S EXPENSE.. CONFLICTING SIGNS, SIGNS NOT IN USE, ND TRFFIC SIGNLS: SIGNS ND TRFFIC SIGNLS THT RE IN CONFLICT WITH THE TRFFIC CONTROL PLN OR DO NOT PPLY TO THE TRFFIC OPERTIONS SHLL BE IM MEDITELY REMOVED, TURNED SO NOT VISIBLE TO TRFFIC FROM NY DIRECTION, OR COMPLETELY COVERED W ITH DEQUTE OPQUE BRETHBLE MTERIL. TPE SHLL NOT BE PPLIED TO THE FCE OF THE SIGN. 4. PORTBLE ND POST MOUNTED SIGNS: TEMPORRY TRFFIC CONTROL SIGNS THT RE NTICIPTED TO REMIN IN PLCE FOR DYS OR LESS RE CONSIDERED "PORTBLE." PORTBLE SIGNS SHLL BE MOUNTED ON N PPROVED SUPPORT T MINIMUM HEIGHT OF 12" BOVE THE TRVELED W Y. TRFFIC CONTROL SIGNS IN PLCE FOR OVER DYS RE REQUIRED TO BE MOUNTED ON PPROVED POSTS. MINIMUM OF 42" OF THE PPROVED POST MUST BE BELOW THE GROUND SURFCE W ITH DEQUTE BCKFILL ND COMPCTION. LL POSTS T MINIMUM SHLL EXT TO THE TOP EDGE OF THE SIGN ND NO GRETER THN 6" BOVE THE SIGN. W HEN THE SIGN WIDTH IS EQUL TO OR GRETER THN 9, THREE OR MORE W OOD POSTS MY BE USED WITH MINIMUM OF 4 BETW EEN THE CENTERLINE OF ECH POST. LL SIGNS LESS THN 9 IN WIDTH SHLL USE MXIMUM OF TW O W OOD POSTS. "ROLL-UP" SIGNS MY BE USED FOR PORTBLE W RNING SIGNS. THEY MUST BE FLUORESCENT ORNGE STM TYPE IV SIGNS OF OPQUE MTERIL. MESH SIGNS RE NOT LLOW ED. 5. SHEETING: LL ORNGE SIGNS SHLL HVE FLUORESCENT ORNGE STM TYPE IV SHEETING. LL OTHER SIGNS SHLL HVE STM TYPE III SHEETING OF STNDRD COLORS. 6. SIGNS INVOLVING S: THE W -5 ( REDUCTION) SHOULD BE USED ONLY IF THE ENGINEER DETERMINES THT REDUCED IS REQUIRED ON THE PROJECT. Drawn By : jmadrid Plotted : 10-NOV : File : TE710_1.dgn (TE710_1) Traffic THE KM4-20 (W ORK ZONE) PLQUE SHLL BE PLCED BOVE LL SIGNS, (), EXISTING ND TEMPORRY. MOUNT THE W ORK ZONE PLQUES TO THE POST. DO NOT OVERLP THE ND KM4-20 SIGNS. FOR S OF 0 MPH OR LESS, THE W 1-1(TURN) OR W 1-(REVERSE TURN) SHOULD BE USED. FOR S OF 5 MPH OR MORE, THE W 1-2(CURVE) OR W 1-4(REVERSE CURVE) SHOULD BE USED. THE W 1-1(MPH) IS TO BE ELIMINTED IF THE DVISORY IS WITHIN 5 MPH OF THE. 7. SIGNS CONTROLLING W ORK ZONE: THE ( W ORK) SHOULD BE PLCED 5OO FROM THE OF THE CTUL W ORK SPCE, NOT NECESSRILY T THE EXTREME S OF THE PROJECT. THE SHOULD BE MOUNTED ON TW O POSTS. THE MY BE MOUNTED ON ONE POST IF IN URBN RES W HERE UTILITIES RE PROBLEM ND WIND LODS RE NOT N ISSUE. W HERE TW O W ORK ZONES RE LESS THN 1 MILE PRT IN RURL RES OR 1 4 MILE PRT IN URBN RES, THE ( W ORK) FOR THE FIRST W ORK ZONE ND THE ( W ORK) FOR THE SECOND W ORK ZONE SHOULD BE ELIMINTED. 10/4/ 1 Modified Note J..M. K.P. 2 2/24/10 Modified FD Note J..M. 1 10/28/09 Modified FD Note J..M. DEPRTM ENT OF TRNSPORTTION TRFFIC CONTROL SIGNS TE710 SHEET 1OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

13 8. W RNING LIGHTS ON SIGNS: TYPE "" LOW INTENSITY W RNING LIGHTS SHOULD BE USED WITH LL CONSTRUCTION CTION W RNING SIGNS ND SHLL NOT BE USED ON SIGNS MOUNTED LESS THN 5 HIGH ON TEMPORRY SUPPORTS. ON LL OTHER CONSTRUCTION W RNING SIGNS, TYPE "" LOW INTENSITY W RNING LIGHTS RE TO BE USED S DIRECTED BY THE ENGINEER. STTE PROJECT NO. YER TYPE "" LOW INTENSITY W RNING LIGHTS SHLL BE MINTINED SO S TO BE CPBLE OF BEING VISIBLE ON CLER NIGHT FROM DISTNCE OF 000 FT. IF TYPE "" LOW INTENSITY W RNING LIGHT HS SEPRTE BTTERY CSE, THE BTTERY CSE SHLL BE MOUNTED NO HIGHER THN 12" BOVE THE GROUND ND MOUNTED BEHIND THE SIGN POST. TYPE "" LOW INTENSITY W RNING LIGHT W HERE THE LENS ND BTTERY RE ONE UNIT SHLL BE MOUNTED ON THE TEMPORRY SIGN POST NEREST TO THE TRVELED W Y. FLGS SHLL NOT INTERFERE W ITH THE VISBILITY OF THE TYPE "" LOW INTENSITY W RNING LIGHT. 45 TO 65 TYPE "" LOW INTENSITY W RNING LIGHT MOUNTED TO SIGN POST FLG STFF 45 TO 65 FLG TW O (2) 18" x 18" FLUORESCENT RED-ORNGE FLGS SHLL BE TTCHED (IN THE POSITION SHOW N) ON THE W 20-2(DETOUR), W 1-1(TURN), W 1-2(CURVE), W 1-(REVERSE TURN), W 1-4(REVERSE CURVE), W -(SIGNL HED), W 4-2(LNE REDUCTION), W 20-4(ONE LNE ), W 20-5(LNE ), W 20-7(FLGGER), ND W -4 (BE PREPRED TO STOP) SIGNS ND NY OTHER CTION SIGNS S SHOW N ON THE PLNS OR DIRECTED BY THE ENGINEER. THE FLGS ND STFFS RE TO BE TTCHED IN SUCH MNNER THT THE SIGN WILL NOT BE OBSCURED. THE FLGS MY BE EITHER CLOTH OR VINYL MTERIL. THE FLGS SHLL BE SUBSIDIRY TO THE CONSTRUCTION SIGN BID ITEMS. 9. UTOMTED FLGGER SSISTNCE DEVICE REQUIREMENTS: STOP/SLOW UTOMTED FLGGER SSISTNCE DEVICE: THE FD S STOP/SLOW SIGN SHLL HVE N OCTGONL SHPE, SHLL BE FBRICTED OF RIGID MTERIL, ND SHLL BE MOUNTED WITH THE BOTTOM OF THE SIGN MINIMUM OF 6 BOVE THE PVEMENT ON N PPROPRITE SUPPORT. THE SIZE OF THE STOP/SLOW SIGN SHLL BE T LEST 0"X0" WITH LETTER T LEST 10" HIGH. THE BCKGROUND OF THE STOP FCE SHLL BE RED WITH W HITE LETTER ND BORDERS. THE BCKGROUND OF THE SLOW FCE SHLL BE DIMOND SHPED ND ORNGE WITH BLCK LETTERS ND BORDER. BOTH FCES OF THE STOP/SLOW SIGN SHLL BE RETROREFLECTORIZED. THE FD S STOP/SLOW SIGN SHLL HVE MENS TO POSITIVELY LOCK, ENGGE, OR OTHERWISE MINTIN THE SIGN SSEMBLY IN STBLE CONDITION W HEN SET IN THE STOP OR SLOW POSITION. THE FD S STOP/SLOW SIGN SHLL BE SUPPLEMENTED W ITH CTIVE CONSPICUITY DEVICES BY INCORPORTING 1.W HITE OR RED FLSHING LIGHTS WITHIN THE STOP FCE ND W HITE OR YELLOW FLSHING LIGHTS W ITHIN THE SLOW FCE. 2. STOP BECON MOUNTED NO MORE THN 24" BOVE THE STOP FCE ND W RNING BECON MOUNTED NO MORE THN 24" BOVE, BELOW, OR TO THE SIDE OF THE SLOW FCE. THE STOP BECON SHLL NOT BE FLSHED OR ILLUMINTED W HEN THE SLOW FCE IS DISPLYED, ND THE W RNING BECON SHLL NOT BE FLSHED OR ILLUMINTED W HEN THE STOP FCE IS DISPLYED. RED/YELLOW LENS UTOMTED FLGGER SSISTNCE DEVICE: Drawn By : jmadrid Plotted : 10-NOV : File : TE710_2.dgn (TE710_2) Traffic RED/YELLOW LENS UTOMTED FLGGER SSISTNCE DEVICE SHLL LTERNTELY DISPLY STEDILY ILLUMINTED CIRCULR RED LENS ND FLSHING CIRCULR YELLOW LENS TO CONTROL TRFFIC WITHOUT THE NEED FOR FLGGER IN THE IM MEDITE VICINITY OF THE FD OR ON THE W Y. THE STEDILY ILLUMINTED CIRCULR YELLOW CHNGE INTERVL SHOULD HVE DURTION OF T LEST 5 SECONDS, UNLESS DIFFERENT DURTION, WITHIN THE RNGE OF DURTIONS IS JUSTIFIED BY N ENGINEERING JUDGMENT. RED/YELLOW LENS FD S SHLL HVE T LEST ONE SET OF CIRCULR RED ND CIRCULR YELLOW LENSES THT RE 12" IN DIMETER. CIRCULR RED ON TOP ND CIRCULR YELLOW BELOW, SHLL CONFORM TO ND BE OPERTED CCORDING TO THE REQUIREMENTS OF THE LTEST VERSION OF THE MUTCD DOPTED BY THE SECRETRY. IF THE SET OF LENSES IS POST- MOUNTED, THE BOTTOM OF THE HOUSING (INCLUDING BRCKETS) SHLL BE 7 BOVE THE PVEMENT. IF THE SET OF LENSES IS LOCTED OVER NY PORTION OF THE HIGHW Y THT CN BE USED BY MOTOR VEHICLES, THE BOTTOM OF THE HOUSING (INCLUDING BRCKETS) SHLL BE T LEST 15 BOVE THE PVEMENT. LL FD S SHLL INCLUDE GTE RM THT DESCS TO DOW N POSITION CROSS THE PPROCH LNE OF TRFFIC W HEN THE STOP FCE IS DISPLYED ND THEN SCS TO N UPRIGHT POSITION W HEN THE SLOW FCE IS DISPLYED. THE GTE RM SHLL BE COVERED WITH LTERNTING RED ND W HITE STM TYPE IV RETROREFLECTIVE STRIPES T 6" INTERVLS MESURED HORIZONTLLY. W HEN THE RM IS IN THE DOW N POSITION BLOCKING THE PPROCH LNE THE MINIMUM VERTICL SPECT OF THE RM ND SHEETING SHLL BE 2". THE STRIPES SHLL SLOPE DOW NW RD T N NGLE OF 45 DEGREES FROM THE UPPER RIGHT TO THE LOW ER LEFT ON THE SIDE OF THE RM FCING STOPPED TRFFIC, ND FROM THE UPPER LEFT TO THE LOW ER RIGHT ON THE SIDE OF THE RM FCING MOVING TRFFIC IN THE ONCOMING DIRECTION. THE OF THE RM SHLL RECH T LEST TO THE CENTER OF THE LNE BEING CONTROLLED. LL FD S SHLL HVE PILOT LIGHT MOUNTED BEHIND ECH UNIT SO SINGLE OPERTOR, OPERTING TW O UNITS, CN VERIFY W HICH COLOR IS BEING DISPLYED. 10/4/ 1 Modified Note J..M. K.P. 2 2/24/10 Modified FD Note J..M. 1 10/28/09 Modified FD Note J..M. DEPRTM ENT OF TRNSPORTTION TRFFIC CONTROL SIGNS TE710 SHEET 2 OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

14 STTE PROJECT NO. YER SIGN LYOUT INFORM TION STD. SIZE EXPW Y/FREEW Y 6" C (BLCK ON ORNGE) LETTER SIZES FOR BLCK ON ORNGE "DESTINTION" SIGNS STD. SIZE EXPW Y/FREEW Y 6" C 10" D ZONE STD. SIZE EXPW Y/FREEW Y KM4-2O " C 6" C (BLCK ON ORNGE) 24"x 6" 48"x 12" NOTE: TEXT DIMENSIONS RE IN INCHES. BORDER IS BLCK NON-REFLECTIVE. SEE STD. TE70 OR TE71 FOR KG20-5 SIGN LYOUT. NEXT X MILES W 7-a COLORS: LEGND - BLCK (NON-REFLECTIVE) BCKGROUND - ORNGE (REFLECTIVE) MILEGE TO BE DETERMINED BY THE ENGINEER. UNEVE N LNES SHOULDER DROP OFF W 8-11 W 8-9a COLORS: LEGND - BLCK (NON-REFLECTIVE) BCKGROUND - ORNGE (REFLECTIVE) COLORS: LEGND - BLCK (NON-REFLECTIVE) BCKGROUND - ORNGE (REFLECTIVE) THIS SIGN IS TO BE INSTLLED FOR CONDITIONS OF HEIGHT DIFFERENTIL BETW EEN DJCENT LNES OVER ONE (1) INCH. IT IS TO BE PLCED T ECH INTERSECTING CROSS, MJOR TRFFIC GENERTOR, OR T PPROXIMTELY ONE-HLF (1/2) MILE INTERVLS. THE SIGNS RE TO BE REMOVED OR COVERED W HEN NOT PPLICBLE. MINIMUM DVNCE W RNING SIGN SPCING (IN FEET): Drawn By : jmadrid Plotted : 10-NOV : File : TE710_.dgn (TE710_) Traffic B C URBN (40 MPH OR LOW ER) URBN (45 MPH OR HIGHER) RURL (55 MPH OR LOW ER) RURL (60 MPH OR HIGHER) EXPRESSW Y/FREEW Y THE MINIMUM SPCING BETW EEN SIGNS SHLL BE NO LESS THN 1OO, UNLESS DIRECTED BY THE ENGINEER. THE SPCING BETW EEN NY SIGNS MY BE INCRESED BEYOND THE MINIMUM VLUES IN THE TBLE BOVE S PPROVED BY THE ENGINEER IN ORDER TO MXIMIZE VISIBILITY. 10/4/ 1 Modified Note J..M. K.P. 2 2/24/10 Modified FD Note J..M. 1 10/28/09 Modified FD Note J..M. DEPRTM ENT OF TRNSPORTTION TRFFIC CONTROL SIGNS TE710 SHEET OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

15 PERFORTED SQURE STEEL TUBE (P.S.S.T.) POST SETUP STTE PROJECT NO. YER SIGN POST SIGN POST INSTLL J-BOLT T GROUND LEVEL 18" MIN. SPLICE LENGTH INSTLL J-BOLT T BOTH S ND T GROUND LINE 8" MIN. GP POST NCHOR SLEEVE 1 1/2" MX. 1 1/2" MX. GROUND LINE GROUND LINE 6" MIN. B B 6" 44" MIN. POST NCHOR 44" MIN. POST NCHOR P.S.S.T. DETIL TELESCOPING P.S.S.T. DETIL POST NCHOR POST NCHOR SIGN POST 5/16" STD. CORNER BOLT POST NCHOR SLEEVE 5/16" STD. CORNER BOLT 5/16" HEX JM NUT SIGN POST 5/16" HEX JM NUT SECTION - SECTION B-B NOTES: DETILS FOR 2", 2 1/4", OR 2 1/2" SIGN POST Drawn By : jmadrid Plotted : 10-NOV : File : TE712_1.dgn (TE712_1) Traffic SIGN POSTS, POST NCHORS, ND POST NCHOR SLEEVES: THE SIGN POSTS, POST NCHORS, ND POST NCHOR SLEEVES SHLL CONFORM TO (1) HOT ROLLED CRBON STEEL STM -570 GRDE OR STM STRUCTURL QULITY C 1021 W ITH HOT-DIPPED GLVNIZING CONFORMING TO SHTO M-120 W ITH N INLINE SYSTEM FOLLOW ED BY CHROMTE CONVERSION ND CROSS- LINKED POLYURETHNE CRYLIC EXTERIOR COTING OR (2) GLVNIZED FINISH COLD ROLLED CRBON STEEL STM -446 GRDE WITH GLVNIZING CONFORMING TO STM 525, DESIGNTION G-90. THE SIGN POST SHLL HVE 7 /16" DI. HOLES OR 7 /16" DI. EMBOSSED RING (DIE-CUT KNOCKOUTS) T 1" CENTERS ON LL FOUR SIDES FOR THE LENGTH OF THE POST. THE CORNER BOLTS, NUTS, ND W SHERS SHLL BE BID SUBSIDIRY. LL HOLES SHLL BE DRILLED OR PUNCHED ND LL W ELDS, CUTS, BURRS, ND SHRP EDGES RE TO BE SMOOTHED OFF BEFORE PPLICTION OF FINISH. BSIS OF CCEPTNCE: CCEPTING OF THE STEEL POSTS, NCHORS, SLEEVES, ND FSTENERS FURNISHED TO COMPLY WITH THE BOVE REQUIREMENTS WILL BE BSED ON RECEIPT ND PPROVL OF TYPE D CERTIFICTION S DESCRIBED IN SECTION 2600 OF THE STNDRD SPECIFICTIONS FOR STTE ND BRIDGE CONSTRUCTION (2007) ND VISUL INSPECTION FOR CONDITION ND DIMENSIONL REQUIREMENTS. 10/4/ 1 Removed Washer on PSST Detail J..M. K.P. 2 6/1/10 Modified Post nchor Sleeve Dimension J..M. 1 2/24/10 dded Sign Post Identification J..M. DEPRTM ENT OF TRNSPORTTION PPROVED TEMPORRY POST SETUPS TE712 SHEET 1OF 7//07 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

16 W OOD POST SETUP STTE PROJECT NO. YER " " DIRECTION OF TRFFIC /8" DI. HOLES T 6" CENTERS DIRECTION OF TRFFIC /8" DI. HOLES T 6" CENTERS B B 1/2" 5 1/2" 4" x 4" S4S TRETED W OOD POST 1 1/2" DI. 14 1/2" HOLE C POST = C FOOTING L L 4" x 6" S4S TRETED W OOD POST 4 /4" UNDISTURBED ERTH OR COMPCTED FILL UNDISTURBED ERTH OR COMPCTED FILL 42" MIN. 42" MIN. SIDE ELEVTION SIDE ELEVTION 4" X 4" W OOD POST IN SOIL 4" X 6" W OOD POST IN SOIL 1/2" 5 1/2" 1/2" Drawn By : jmadrid Plotted : 10-NOV : File : TE712_2.dgn (TE712_2) Traffic 1/2" 1/2" SECTION - SECTION B-B NOTES: LL SIGN MOUNTING HOLES IN THE W OOD POSTS SHLL BE DRILLED PRIOR TO TRETING. BREKW Y HOLES ND FIELD CUTS SHLL BE TRETED IN CCORDNCE WITH THE PRESERVTIVE TRETMENT SPECIFICTIONS. 4" MX. FRONT ELEVTION 10/4/ 1 Removed Washer on PSST Detail J..M. K.P. 2 6/1/10 Modified Post nchor Sleeve Dimension J..M. 1 2/24/10 dded Sign Post Identification J..M. DEPRTM ENT OF TRNSPORTTION PPROVED TEMPORRY POST SETUPS TE712 SHEET 2 OF 7//07 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

17 STTE PROJECT NO. YER LB/F U-CHNNEL SETUP SIGN POST (SPLICE POST TO NON-IMPCTING SIOE OF STUB) TOP OF STUB INSTLL BOLTS T BOTH S OF THE SPLICE 18" MIN. LP SPLICE BOTTOM OF SIGN POST 24" MIN. FROM BOTTOM OF SPLICE TO GROUND LINE (IMPCT SIDE) GROUND LINE GROUND LINE 84" MIN. STUB POST LENGTH STUB POST 42" MIN. BOTTOM OF STUB NOTES: THE LP SPLICE IS 18" MIN. ND IS FSTENED BY FOUR 5 /16" DI. GLVNZIED 449 BOLTS (SE J429 GRDE 5) OR GLVNIZED 25 BOLTS. Drawn By : jmadrid Plotted : 10-NOV : File : TE712_.dgn (TE712_) Traffic TW O BOLTS T BOTH S OF THE SPLICE THROUGH THE HOLES NEREST THE S OF THE SPLICE. SPCERS WILL BE USED OVER THE BOLTS BETW EEN THE SPLICED PIECES OF U-CHNNEL. THREDED OR UNTHREDED SPCERS MY BE USED. DO NOT SUBSTITUTE PIPE OR OTHER "THINGS" FOR THE SPCERS. SECTION - SPCER DIRECTION OF TRVEL SIGN POST STUB 10/4/ 1 Removed Washer on PSST Detail J..M. 2 6/1/10 Modified Post nchor Sleeve Dimension J..M. 1 2/24/10 dded Sign Post Identification J..M. DEPRTM ENT OF TRNSPORTTION PPROVED TEMPORRY POST SETUPS TE712 SHEET OF 7//07 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

18 STTE PROJECT NO. YER 7" GIVE EM 9" " 9" " 48" COLORS: BCKGROUND - BLCK BORDER - W HITE LEG - W HITE STRIPES - ORNGE BRKE 12" 5" BORDER WIDTH - 1" CORNER RDIUS - 4" STRIPE WIDTH - " LEG: " GIVE " - DUTCH 801 ROMN SW C - 25 DEGREE SLNT 48" " EM "- DUTCH 801 ROMN SW C - 25 DEGREE SLNT " BRKE "- DUTCH 801 ROMN SW C - 10 DEGREE SLNT KI-104a Y 4-0" 0,0 FINES DOUBLE IN ZONES 41.8".1".1" 5" 8" 4" 8" " 4" 4" X -0" SIGN NUMBER WIDTH x HEIGHT BORDER W IDTH CORNER RDIUS MOUNTING BCKGROUND LEG/BORDER FINES DOUBLE 4-0" x -0" 0.9".0" GROUND TYPE: REFLECTIVE COLOR: W HITE TYPE: NON-REFLECTIVE COLOR: BLCK KI-105a DIMENSIONS IN INCHES SPCINGS RE TO STRT OF NEXT LETTER Y FONT LETTER SPCINGS HT LEN 10-NOV : Traffic 2.0 D 11.0 D 4.0 D F I N E S D O U B L E I N W O R K Z O N E S Drawn By : jmadrid Plotted : File : TE714_1.dgn (TE714_1) 2 NO. 10/4/ 1 Modified Note on Skid Mounted Detail J..M. K.P. 6/1/10 1 4/20/09 TE714 DTE DESIGN CK. B..H. DETILED DETIL CK. Changed Type Warning Light Note dded Detail for Skid Mounted Signs J..M. J..M. DEPRTM ENT OF TRNSPORTTION GROUND ND SKID MOUNTED DETIL DETILS FOR "GIVE EM BRKE" ND "FINES DOUBLE" SIGNS SHEET 1OF 10/4/ 1 B..H. PP D QUNTITIES QUN. CK. TRCE CK. 9/1/00

19 STTE PROJECT NO. YER EDGE OF TRVELED W Y 6-12 EDGE OF SHOULDER 6 5 MIN. GIVE EM BRKE FINES DOUBLE IN ZONES 7 MIN. HEIGHT ND LTERL PLCEM ENT NOTE: IF THERE IS NO SHOULDER, THE SIGN SHLL BE PLCED 6-12 FROM THE EDGE OF TRVELED W Y ND NOT LESS THN 6 FROM THE EDGE OF PVED SHOULDER. SIGNS SHLL NOT OVERLP ECH OTHER. NOTES: THE SIGN BLNK MTERIL SHLL BE LUMINUM, W OOD, OR FIBERGLSS REINFORCED PLSTIC. THE ORNGE PORTION OF THE KI-104a SIGN SHLL BE STM TYPE IV SHEETING. THE W HITE PORTION SHLL BE STM TYPE III SHEETING. THE KI-105a SIGN FCE SHLL BE COVERED WITH STM TYPE III SHEETING. THE SIGNS RE TO BE MOUNTED ON CRSHW ORTHY SUPPORTS, BRCING, GUY W IRES ND TIE-DOW NS RE NOT LLOW ED. TYPICLLY, THERE RE TW O SETS OF INFORMTIONL SIGNS INSTLLED PER PROJECT: ONE FOR ECH DIRECTION OF TRFFIC. Drawn By : jmadrid Plotted : 10-NOV : File : TE714_2.dgn (TE714_2) Traffic INSTLL SIGNS MINIMUM OF 250 IN DVNCE OF THE W ORK HED SIGN. THE ENGINEER MY DESIGNTE MORE PPROPRITE LOCTION IF CONDITIONS DICTTE. THE INFORMTIONL SIGNS RE NOT TO INTERFERE W ITH THE TRFFIC CONTROL SIGNS FOR THE PROJECT. 10/4/ 1 Modified Note on Skid Mounted Detail J..M. K.P. 2 6/1/10 Changed Type Warning Light Note J..M. 1 4/20/09 dded Detail for Skid Mounted Signs J..M. DEPRTM ENT OF TRNSPORTTION GROUND ND SKID MOUNTED DETIL DETILS FOR "GIVE EM BRKE" ND "FINES DOUBLE" SIGNS TE714 SHEET 2 OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

20 STTE PROJECT NO. YER HEIGHT ND LTERL DIM ENSIONS FOR GROUND M OUNTED SIGNS (SIGNS LEFT IN PLCE OVER DYS) MIN. BOTTOM FCE OF CURB OF SIGN BOTTOM EDGE OF TRVELED W Y W Y 5 MIN. EDGE OF SHOULDER 6 MIN. 7 MIN. FROM TOP OF CURB OF SIGN W Y RURL DISTRICT URBN DISTRICT RURL: 1) GROUND-MOUNTED SIGNS SHLL BE MOUNTED T MINIMUM HEIGHT OF 5 MESURED FROM THE BOTTOM OF SIGN TO THE NER EDGE OF THE PVEMENT. 2) LRGE SIGNS HVING N RE EXCEEDING 50 SQURE FEET INSTLLED ON MULTIPLE BREKW Y POSTS SHLL BE MOUNTED MINIMUM OF 7 BOVE THE GROUND. * ) THE HEIGHT FROM THE BOTTOM OF THE SECONDRY SIGN MOUNTED BELOW NOTHER SIGN MY BE 4 MESURED FROM THE BOTTOM OF THE SIGN TO THE NER EDGE OF THE PVEMENT. SIGNS SHLL NOT OVERLP ECH OTHER. 4) SIGN SUPPORTS SHLL BE CRSHW ORTHY. URBN: 1) SIGNS SHLL BE MOUNTED T MINIMUM HEIGHT OF 7 MESURED FROM THE BOTTOM OF SIGN TO THE NER EDGE OF THE PVEMENT. 2) NEITHER PORTBLE NOR PERMNENT SIGN SUPPORTS SHOULD BE LOCTED ON SIDEW LKS OR RES DESIGNTED FOR PEDESTSRIN OR BICYCLE TRFFIC. ) SIGNS MOUNTED LOW ER THN 7 SHOULD NOT PROJECT MORE THN 4" INTO PEDESTRIN FCILITIES. * 4) THE HEIGHT FROM BOTTOM OF THE SECONDRY SIGN MOUNTED BELOW NOTHER SIGN MY BE 6 MESURED FROM THE BOTTOM OF SIGN TO THE NER EDGE OF THE PVEMENT. SIGNS SHLL NOT OVERLP ECH OTHER. 5) LRGE SIGNS HVING N RE EXCEEDING 50 SQURE FEET INSTLLED ON MULTIPLE BREKW Y POSTS SHLL BE MOUNTED MINIMUM OF 7 BOVE THE GROUND. 6) SIGN SUPPORTS SHLL BE CRSHW ORTHY. Drawn By : jmadrid Plotted : 10-NOV : File : TE714_.dgn (TE714_) Traffic EDGE OF TRVELED W Y W Y VRIES, SEE " * " POSITION OF TYPE "" LOW INTENSITY W RNING LIGHT W HEN USED (SEE TE710 NOTE 8) 2 TO 12 BOTTOM OF SIGN SHOULDER (SEE NOTE 4 FOR "ROLL-UP" SIGNS OPTION) HEIGHT ND LTERL DIMENSIONS FOR SIGNS MOUNTED ON SKIDS OR OTHER SUPPORTS ON PVEMENT 10/4/ 1 Modified Note on Skid Mounted Detail J..M. K.P. 2 6/1/10 Changed Type Warning Light Note J..M. 1 4/20/09 dded Detail for Skid Mounted Signs J..M. DEPRTM ENT OF TRNSPORTTION GROUND ND SKID MOUNTED DETIL DETILS FOR "GIVE EM BRKE" ND "FINES DOUBLE" SIGNS TE714 SHEET OF 9/1/00 10/4/ 1 PP D B..H. DETILED B..H. QUNTITIES DESIGN CK. DETIL CK. QUN. CK. TRCE CK.

21 STTE PROJECT NO. YER W ORKS TW ORKS SIGN 2.00" RDIUS, 1.00" BORDER, BLUE ON W HITE; [T] ORNGE;.5" BLCK BORDER LNE LINES:.5"X2.0" W HITE; 1.00" SPCING FROM BOTTOM [W ORKS] E MOD TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS T W O R K S DEPRTMENT OF TRNSPORTTION Drawn By : jmadrid Plotted : 06-UG :54 File : TE715_1.dgn (TE715_1) Traffic 84 TW ORKS SIGN 1.0" RDIUS, 1.0" BORDER, W HITE ON BLUE; [] C; [DEPRTMENT OF TRNSPORTTION] C 90} SPCING; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. K N S S D E P R T M E N T O F T R N S P O R T T I O N Modified Bid Item J..M. 1 9/1/10 K.P. PP D REVISIONS BY DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR (TS) SIGNS HIGHWY LRGE TE715 SHEET 1OF /10/10 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J..M. DETIL CK. J..M. QUN. CK. TRCE CK.

22 STTE PROJECT NO. YER EXPNSION PROJECT "SESON" "YER" TW ORKS SIGN E 84.0" RDIUS, 0.5" BORDER, BLCK ON W HITE; [EXPNSION PROJECT] D; ["SESON" "YER"] D; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. E X P N S I O N P R O J E C T " S E S O N " " Y E R " MODERNIZTION PROJECT "SESON" "YER" TW ORKS SIGN M 84.0" RDIUS, 0.5" BORDER, BLCK ON W HITE; [MODERNIZTION PROJECT] D; ["SESON" "YER"] D; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. M O D E R N I Z T I O N P R O J E C T " S E S O N " " Y E R " PRESERVTION PROJECT "SESON" "YER" Drawn By : jmadrid Plotted : 06-UG :54 File : TE715_2.dgn (TE715_2) Traffic TW ORKS SIGN P.0" RDIUS, 0.5" BORDER, BLCK ON W HITE; [PRESERVTION PROJECT] D; ["SESON" "YER"] D; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. P R E S E R V T I O N P R O J E C T " S E S O N " " Y E R " LEG DETILS: "SESON": SPRING, SUMMER, FLL, OR W INTER "YER": THE YER THT THE PROJECT IS TO BE COMPLETED Modified Bid Item J..M. 1 9/1/10 K.P. PP D REVISIONS BY DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR (TS) SIGNS HIGHWY LRGE TE715 SHEET 2 OF /10/10 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J,,M, DETIL CK. J..M. QUN. CK. TRCE CK.

23 STTE PROJECT NO. YER GENERL NOTES THE "TW ORKS" SIGN BLNK MTERIL SHLL BE LUMINUM, W OOD, OR FIBERGLSS REINFORCED PLSTIC. THE "TW ORKS" SIGN FCES SHLL BE COVERED W ITH TYPE IV HIGH INTENSITY RETROREFLECTIVE SHEETING. THE "TW ORKS" SIGNS RE TO BE MOUNTED ON TW O (2) 4"X6" W OOD POSTS, S SHOW N ON TE712, WITHOUT THE USE OF BRCING, GUY W IRES, OR TIE-DOW NS. THE "TW ORKS" SIGNS RE TO BE INSTLLED IN DVNCE OF THE FIRST TRFFIC CONTROL SIGN DISTNCE OF FOR TW O-W Y W Y OR 1000 FOR MULTI-LNE DIVIDED W Y IN RURL LOCTION ND 100 TO 50 IN N URBN RE DEPING UPON THE. THE FIRST TRFFIC CONTROL SIGN IS EITHER THE " W ORK HED" OR THE "GIVE EM BRKE" SIGN. THE ENGINEER MY DESIGNTE MORE PPROPRITE LOCTION IF CONDITIONS DICTTE. THE "TW ORKS" SIGNS RE NOT TO INTERFERE WITH THE TRFFIC CONTROL SIGNS FOR THE PROJECT OR WITH NY OTHER REGULTORY, W RNING, OR GUIDE SIGN THT IS TO REMIN IN PLCE DURING CONSTRUCTION. THE TW ORKS SIGN SSEMBLY CONSISTS OF TW ORKS SIGN 1, TW ORKS SIGN, ND TW ORKS SIGN 2 SHOWING THE TYPE OF PROJECT ND COMPLETION DTE. THE BID ITEM FOR THIS SSEMBLY IS "TW ORKS SIGN SSEMBLY" WITH BID UNIT OF "ECH". THE TW ORKS SIGN SSEMBLY IS TO REMIN IN PLCE FOR SIX (6) MONTHS FOLLOWING THE COMPLETION OF THE PROJECT ND BECOME THE PROPERTY OF KDOT. 12 Minim um 6 DEPRTMENT OF TRNSPORTTION EDGE OF TRVELED W Y EDGE OF SHOULDER 5 W ORKS TYPE OF PROJECT "SESON" "YER" HEIGHT ND LTERL PLCEMENT OF TW ORKS SIGN SSEMBLY Drawn By : jmadrid Plotted : 06-UG :54 File : TE715_.dgn (TE715_) Traffic NOTE: IF THERE IS NO SHOULDER, THE SIGNS SHLL BE PLCED 6 FT - 12 FT FROM THE EDGE OF THE TRVELED W Y. IF THE SIGNS RE LOCTED IN N URBN RE, THE MINIMUM MOUNTING HEIGHT IS 7 MESURED FROM THE BOTTOM OF THE SIGN TO THE NER EDGE OF PVEMENT OR TOP OF CURB. IF THE SIGNS RE LOCTED IN BUSINESS, COM MERCIL, OR RESIDENTIL RE W HERE LTERL OFFSETS RE ED, MINIMUM LTERL CLERNCE OF 2 FT FROM THE SURFCE EDGE OR CURB WITH MINIMUM MOUNTING HEIGHT IS 7 MESURED FROM THE BOTTOM OF THE SIGN TO THE NER EDGE OF PVEMENT OR TOP OF CURB MY BE USED /1/10 Modified Bid Item J..M. K.P. PP D REVISIONS BY DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR (TS) SIGNS HIGHWY LRGE TE715 SHEET OF /10/10 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J..M. DETIL CK. J..M. QUN. CK. TRCE CK.

24 STTE PROJECT NO. YER W ORKS TW ORKS SIGN " RDIUS, 0.75" BORDER, BLUE ON W HITE; [T] ORNGE;.75" BLCK BORDER LNE LINES:.75"X1.5" W HITE; 0.75" SPCING FROM BOTTOM [W ORKS] E 75% SPCING; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. 2.1 T W O R K S DEPRTMENTOFTRNSPORTTION TW ORKS SIGN UG :54 jmadrid Plotted : Drawn By : Traffic TE715B_1.dgn (TE715B_1) File : 1.5" RDIUS, 0.5" BORDER, W HITE ON BLUE; [] C; [DEPRTMENT OF TRNSPORTTION] B 60} SPCING; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. K N S S D E P R T M E N T O F T R N S P O R T T I O N dded Height and Lateral Placement Detail J..M. 10/4/ 1 K.P. 9/1/10 K.P. 1 Modified Bid Item J..M. DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR THE (TS) SIGNS HIGHWY SMLL TE715B SHEET 1OF /4/ 1 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J..M. DETIL CK. J..M. QUN. CK. TRCE CK.

25 STTE PROJECT NO. YER EXP NSION 2 PROJECT "SESON" "Y E R" TW ORKS SIGN 6 E " RDIUS, 0.5" BORDER, BLCK ON W HITE; [EXPNSION] E; [PROJECT] E; ["SESON" "YER"] E; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. E X P N S I O N P R O J E C T " S E S O N " " Y E R " M ODERNIZTION PROJECT "SESON" "Y E R" TW ORKS SIGN 6 M " RDIUS, 0.5" BORDER, BLCK ON W HITE; [MODERNIZTION] E; [PROJECT] E; ["SESON" "YER"] E; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. M O D E R N I Z T I O N P R O J E C T " S E S O N " " Y E R " UG :54 jmadrid Plotted : Drawn By : Traffic TE715B_2.dgn (TE715B_2) File : 4. 7 PRESERVTION PROJECT "SESON" "Y E R" TW ORKS SIGN 6 P LEG DETILS: 20.2 "SESON": SPRING, SUMMER, FLL, OR W INTER 4 48 "YER": THE YER THT THE PROJECT IS TO BE COMPLETED " RDIUS, 0.5" BORDER, BLCK ON W HITE; P R E S E R V T I O N P R O J E C T [PRESERVTION] E; [PROJECT] E; ["SESON" "YER"] E; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. " S E S O N " " Y E R " /4/ 1 dded Height and Lateral Placement Detail J..M. K.P. 1 9/1/10 Modified Bid Item J..M. K.P. DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR THE (TS) SIGNS HIGHWY SMLL TE715B SHEET 2 OF /4/ 1 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J..M. DETIL CK. J..M. QUN. CK. TRCE CK.

26 STTE PROJECT NO. YER GENERL NOTES THE "TW ORKS" SIGN BLNK MTERIL SHLL BE LUMINUM, W OOD, OR FIBERGLSS REINFORCED PLSTIC. THE "TW ORKS" SIGN FCES SHLL BE COVERED W ITH TYPE IV HIGH INTENSITY RETROREFLECTIVE SHEETING. THE "TW ORKS" SIGNS RE TO BE MOUNTED ON PPROVED POSTS, S SHOW N ON TE712 WITHOUT THE USE OF BRCING, GUY WIRES, OR TIE-DOW NS. THE "TW ORKS" SIGNS MY LSO BE MOUNTED ON SKIDS. THE "TW ORKS" SIGNS RE TO BE INSTLLED IN DVNCE OF THE FIRST TRFFIC CONTROL SIGN DISTNCE OF FOR TW O-W Y W Y IN RURL LOCTION ND 100 TO 50 IN N URBN RE DEPING UPON THE. THE FIRST TRFFIC CONTROL SIGN IS EITHER THE " W ORK HED" OR THE "GIVE EM BRKE" SIGN. THE ENGINEER MY DESIGNTE MORE PPROPRITE LOCTION IF CONDITIONS DICTTE. THE "TW ORKS" SIGNS RE NOT TO INTERFERE WITH THE TRFFIC CONTROL SIGNS FOR THE PROJECT OR WITH NY OTHER REGULTORY, W RNING, OR GUIDE SIGN THT IS TO REMIN IN PLCE DURING CONSTRUCTION. THE TW ORKS SIGN SSEMBLY CONSISTS OF TW ORKS SIGN 4, TW ORKS SIGN 5 SHOWING THE TYPE OF PROJECT ND COMPLETION DTE, ND TW ORKS SIGN 6. THE BID ITEM FOR THIS SSEMBLY IS "TW ORKS SIGN SSEMBLY" WITH BID UNIT OF "ECH". THE TW ORKS SIGN SSEMBLY IS TO REMIN IN PLCE FOR SIX (6) MONTHS FOLLOWING THE COMPLETION OF THE PROJECT ND BECOME THE PROPERTY OF KDOT. 12 MINIMUM 6 DEPRTMENT OF TRNSPORTTION W ORKS EDGE OF TRVELED W Y EDGE OF SHOULDER 5 TYPE OF PROJECT "SESON" "YER" HEIGHT ND LTERL PLCEMENT OF TW ORKS SIGN SSEMBLY Drawn By : jmadrid Plotted : 06-UG :54 File : TE715B_.dgn (TE715B_) Traffic NOTE: IF THERE IS NO SHOULDER, THE SIGNS SHLL BE PLCED 6 FT - 12 FT FROM THE EDGE OF THE TRVELED W Y. IF THE SIGNS RE LOCTED IN N URBN RE, THE MINIMUM MOUNTING HEIGHT IS 7 MESURED FROM THE BOTTOM OF THE SIGN TO THE NER EDGE OF PVEMENT OR TOP OF CURB. IF THE SIGNS RE LOCTED IN BUSINESS, COM MERCIL, OR RESIDENTIL RE W HERE LTERL OFFSETS RE ED, MINIMUM LTERL CLERNCE OF 2 FT FROM THE SURFCE EDGE OR CURB WITH MINIMUM MOUNTING HEIGHT IS 7 MESURED FROM THE BOTTOM OF THE SIGN TO THE NER EDGE OF PVEMENT OR TOP OF CURB MY BE USED. 2 10/4/ 1 dded Height and Lateral Placement Detail J..M. K.P. 1 9/1/10 Modified Bid Item J..M. K.P. DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR THE (TS) SIGNS HIGHWY SMLL TE715B SHEET OF /4/ 1 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J..M. DETIL CK. J..M. QUN. CK. TRCE CK.

27 STTE PROJECT NO. YER DEPRTMENT OF TRNSPORTTION S TW ORKS SIGN 8; 2.00" RDIUS, 0.75" BORDER, BLUE ON W HITE; [] BLCK C; [DEPRTMENT OF TRNSPORTTION] BLCK C 90} SPCING; [T] ORNGE; 0." BLCK BORDER LNE LINES:."X1.4" W HITE; 0.75" SPCING FROM BOTTOM [W ORKS] C 75} SPCING; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. K N S S D E P R T M E N T O F T R N S P O R T T I O N T W O R K S Drawn By : jmadrid Plotted : 06-UG :55 File : TE715C_1.dgn (TE715C_1) Traffic CITY NME TW ORKS SIGN 7; 1.50" RDIUS, 0.50" BORDER, W HITE ON BLUE; [CITY NME] C; TBLE OF DISTNCES BETW EEN LETTER ND OBJECT LEFTS. C I T Y N M E /4/ 1 Removed Swoosh From TWork Sign J..M. K.P. 1 9/1/10 Modified Bid Item J..M. K.P. DEPRTM ENT OF TRNSPORTTION DETILS FOR THE TRNSPORTTION S FOR THE (TS) SIGNS LOCL PROJECTS TE715C SHEET 1OF /4/ 1 PP D D.G. DETILED D.G. QUNTITIES DESIGN CK. J..M. DETIL CK. J..M. QUN. CK. TRCE CK.