KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2015

Transcription

1 R0 Sheet of KNSS DEPRTMENT OF TRNSPORTTION SPECIL PROVISION TO THE STNDRD SPECIFICTIONS, EDITION 05 dd the following to SECTION 805: ZONE TRFFIC CONTROL ND SFETY Traffic Control Type: Flagger or Pilot Car 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, TE70, TE704, TE705, TE70, TE7, TE70, and TE70 or TE7. Traffic Control Type: Temporary Signals (To control two way traffic on one lane) 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, TE70, TE704, TE705, TE70, TE7, TE70, TE70 or TE7, TE7, TE7 and TE74. Traffic Control Type: 4 Lane Highway with Crossover and Head to Head Traffic 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, TE70, TE704, TE705, TE70, TE7, TE7, TE744, and (TE740 or TE74) or TE748. Traffic Control Type: 4 Lane Highway with Construction Traffic Using Median reak 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, TE70, TE704, TE70, and TE7 at no cost to the KT. E: The only change is TE795 was removed from the packet, because it will be filled out individually and added to the project as needed TST (KRE) Mar-6 Letting

2 KNSS DEPRTMENT OF TRNSPORTTION The selected crossover should not be within mile of the advanced signing of the work. Contractor's construction equipm ent wil not be alowed to use any m edian crossover within one mile of an interchange. 48" x 48" TT HED TURNING Vehicles not associated with construction/m aintenance shal not be alowed to use the crossover m edian. 48" x 48" SMV VEHICLES MOVING SLOW TRUCKS 000' MIN. SLOW MOVING VEHICLES CHNNELIZING DEVICES C L MEDIN C L MEDIN L " across sides.75" Radius, 0.88" order, 0.6" Indent, lack on Fluorescent orange; [SLOW] C; [MOVING] C; [VEHICLES] C; Table of distances between leter and object lefts. S L O W M O V I N G V E H I C L E S RROW DISPLY TRUCKS TURNING HED REFER TO TE 744 FOR DVNCED W RNING SIGNS " CROSS SIDES.75" RDIUS, 0.88" ORDER, 0.6" INDENT, LCK ON FLUORESCENT ORNGE; [TRUCKS] C 70} SPCING; [TURNING] C 70} SPCING; [HED] C 70} SPCING; TLE OF DISTNCES ETW EEN LETTER ND OJECT LEFTS. T R U C K S T U R N I N G H E D CHNNELIZING DEVICE RROW DISPLY TYPE "" LOW INTENSITY W RNING LIGHT TRFFIC CONTROL SHEET of FHW PPROVL 4-LNE HIGHW Y WITH DTE REVISIONS CONSTRUCTION TRFFIC CROSS MEDIN TE### PP'D. Y PP'D

3 08/8/5 Channelizer spacing info ) Design Speed: Those item s delegated to tem porary traffic control should be designed and insta led using the posted/legal speed of the roadway prior to work starting. ) Minim um lane width: Lane widths shal be a minim um of ' (m easured between centerlines of pavem ent m arkings) or as shown on the plans, or as directed by the engineer. lane width less than ' m ay require restricted roadway width signing. ) Consideration should be m ade to seperate pedestrian and, if needed, bicycle m ovem ents from both work site activity and vehicular traffic. Unless a reasonable safe route that does not involve crossing the roadway can be provided, pedestrians should be appropriately directed with advance signing that encourages them to cross to the opposite side of the roadway. In urban and suburban areas with high vehicular traffic volum es, these signs should be placed at intersections (rather than m idblock locations) so that pedestrians are not confronted with m idblock work sites that wil induce them to attem pt skirting the work site or m aking a midblock crossing. 4) W hen existing pedestrian facilities are disrupted, closed, or relocated, the tem porary facilities sha l be detectable and include accessiblity features consistent with the features present in the existing pedestrian facility. 5) W hen the driving surface open to traffic is miled, is a tem porary surface m ade of loose m aterial, or when directed by the engineer use the W 8-5 (Grooved Pavem ent) or W 8-7(Loose Gravel) a "C" distance after the W 0- (Road W ork head) on m ainline approaches. Signs m ay be used with the W 8-5p m otorcycle plaque as directed by the engineer. Display signs in advance of the condition as long as the condition is present. 6) lternative tem porary rum ble strip options m ay be available. Please contact the Tem porary Traffic Control Unit for m ore inform ation at or KNSS DEPRTMENT OF TRNSPORTTION. Y PP'D SHEET of FHW PPROVL 08/8/5 R.W.. K.E. PP'D DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL GENERL ES TE700

4 08/8/5 Channelizer spacing info Channelizing device Pavem ent m arking (tem porary) Inertial barrier system (sloped concrete treatm ent is optional if posted speed limit is 40 m ph or less) Concrete safety * barrier system rrow display C Distance Distance Distance Taper "L" uffer space W ork space Downstream Taper Shoulder dvanced warning area taper Transition ctivity area Term ination area rea TYPICL W ORK ZONE CO M PONENTS * W hen concrete barrier system is used, portable channelizing devices are not needed along the tangent barrier section. Minim um advance warning sign spacing (in feet): Taper Form ulas: (MPH) C L = W S for speeds of 45 MPH or m ore URN (40 MPH OR LOW ER) L = W S /60 for speeds of 40 MPH or less URN (45 MPH OR HIGHER) RURL (55 MPH OR LOW ER) RURL (60 MPH OR HIGHER) W here: L =Minim um length of taper in feet S =Num ericial value of posted speed prior to work starting in MPH W =W idth in offset feet EXPRESSW Y/FREEW Y Posted speed prior to work starting The minim um spacing between signs shal be no less than 00', unless directed by the engineer. The spacing between any signs m ay be increased beyond the minim um values in the table above as approved by the engineer in order to m axim ize visibility. Shifting taper=/ L Shoulder taper=/ L Channelizer placem ent: () The spacing between devices in transition area (taper) should not exceed a distance in feet equal to / the posted speed limit in m ph prior to work starting. () The spacing between devices in the advanced warning area and the activity area should not exceed a distance in feet equal to two tim es the posted speed lim it in m ph prior to work starting. () Channelizing devices sha l be placed for optim um visibility, norm aly at right angles to the traffic flow. (4) Place directional indicator barricades in series to direct traffic onto the new path. The arrow sign should not be visible to opposing traffic. (5) lternating diagonal orange and white striping m ust slope downward in the direction traffic is expected to pass. uffer Space (MPH) LENGTH (ft) Posted speed prior to work starting Neither work activity nor storage of equipm ent, vehicles, or m aterial should occur in the buffer space. W hen a protection vehicle is placed in advance of the work space, only the space upstream of the vehicle constitutes the buffer space. If tem porary concrete safety barrier system is used to seperate approaching traffic from the work space, the barrier system sha l be considered part of the activity area. fu l lane width should be available throughout the length of the buffer space. See typical work zone com ponents above. KNSS DEPRTMENT OF TRNSPORTTION. Y PP'D SHEET of FHW PPROVL 08/8/5 R.W.. K.E. PP'D DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL GENERL ES TE700

5 KNSS DEPRTMENT OF TRNSPORTTION 8" MIN. ORNGE ORNGE W HITE W HITE PPROX. 6" 6" TO 8" 6" TO 8" 4" MIN. 6" TO 8" 6" TO 8" DRUM CONICL DELINETOR 4" MIN. 6" 6" " 45 W HITE 8" MIN. " MX. ORNGE 4"4" 4" 6" MIN. 6" MIN. MIN. 45 ORNGE W HITE TYPE RRICDE For rails less than 6" long, 4" wide stripes m ay be used. l stripes shal slope downward to the traffic side for channelization. VERTICL PNEL The stripes shal slope downward to the traffic side for channelization. ITEM LOCTION Cross-overs Shoofly Diversions Tangents Tapers Ramps Head to Head Object Identifier Lead-in Devices Gores PORTLE FIXED Drum s Conical Delineators Vertical Panels Direction Indicator arricade Type arricade Traffic Cones Tubular Markers Vertical Panels Yes Yes Yes Yes Yes () Yes Yes Yes Yes Yes Yes Yes Yes () Yes Yes Yes () () () () () (,) YES () () Yes () () () () Yes (4) (4) (4) (4) (4) (4) () () () () Yes () () () () () () Yes Yes Yes (,) () () Not a lowed on centerline delineation along freeways or expressways. () The stripes sha l slope downward to the traffic side for channelization. () May be used upon the approval of the engineer. (4) Daytim e operations only. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL CHNNELIZING DEVICES TE70

6 KNSS DEPRTMENT OF TRNSPORTTION " MIN. ORNGE W HITE W HITE ORNGE 8" MIN. " " " TO 6" 6" MIN. " TO 4" 6" " 4" " TUULR M RKER Striping as shown for up to 4". TRFFIC CONE 4" " HND TRILING EDGE 6" " MX. 8" 45 4" 4" " MIN. 8" MX. DETECTION PLTE SUPPORT DEVICE " MX. 8" MIN. HEIGHT DIRECTION INDICTOR RRICDE The stripes sha l slope downward in the direction traffic is to pass. The direction indicator barricade shal be used in series to direct the m otorist into the intended lane of travel. PEDESTRIN CHNNELIZER. Support device sha l not project beyond the detection plate into the pathway.. Hand trailing edges and detection plates are optional for continuous wa ls.. Interconnect pedestrian channelizers to prevent displacem ent and to provide continuous guidance through or around work. 4. lternate pathways sha l be firm, stable, and slip resistant. 5. Treat height differentials > /" in the surfaces of alternate paths with a firm, stable, and slip resistant tem porary ram p having a slope of : or flatter and having a width equal to the alternate path. 6. Use alternating orange/white on interconnected devices. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL CHNNELIZING DEVICES TE70

7 KNSS DEPRTMENT OF TRNSPORTTION Note: Signs shown for one approach to work zone. Com plete closure Type barricades R- 48"x 0" 500FT W0-000FT W0- LOCL TRFFIC ONLY OR TO THRU TRFFIC R-4 60"x 0" W ORK SPCE Type barricades (winged position) OR MILESHED XX LOCL TRFFIC ONLY R- 60"x 0" XX Type barricade Length to the nearest 4 mile (no decim al mileage) House, field entrance, or public road (typ.) Use R-4 if less than mile use R-a if mile or m ore E: The R- and R-4 signs should be accom panied with appropriate detour signing, as shown on project traffic control plans. FIGURE : TYPICL SIGNING FOR CLOSURE (M INLINE OR SIDE ) Note: Sign shown for one approach to intersection (work zone). R- 48"X 0" SPCE 000' HED W0- SIDE Com plete Closure Type barricades R- 48"x 0" KG0- Type barricade Channelizing device FIGURE : TYPICL SIGNING FOR SIDE OPEN Note: Signs shown for one approach to work zone. Com plete closure Type barricades R- 48"x 0" Last access for house or field entrance Type barricades (staggered position) OR LOCL TRFFIC ONLY MILESHED LOCL TRFFIC ONLY R-4 60"x 0" R- 60"x 0" 500FT W0-000FT W0- W ORK SPCE House or field entrance (typ.) Use R-4 if less than mile Use R-a if mile or m ore Type barricade Length to the nearest 4 (no decim al m ileage) mile FIGURE : TYPICL SIGNING FOR CLOSURE - LOCL TRFFIC CCESS PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL CLOSURES TE704

8 KNSS DEPRTMENT OF TRNSPORTTION SIDEWLK HED CROSS HERE R9-4"x 8" R9-4"x 8" R9-9 4"x " SIDEWLK HED CROSS HERE SIDEWLK SIDEWLK R9-9 4"x " SIDEWLK HED CROSS HERE R9-4"x 8" W ORK SPCE SIDEWLK HED CROSS HERE R9-4"x 8" Pedestrian barricade FIGURE 4: TYPICL SIGNING FOR SIDEW LK W ITH OPPOSITE SIDEW LK VILLE udible device location when used Type "" low intensity warning light m ounted to the vertical post (typ.) 48" Min. 6" 6" 45 8" Min. " Max. Orange Rail 0" " Min. 0" 5' Min. 6" Min. W hite Rail W hite Orange " Max. DETECTLE RRICDE. Support device shal not project beyond the detection plate into the pathway.. arricades sha l be used to close the entire width of the pathway.. Do not use warning lights on pedestrian barricades. 4. Do not use warning lights on audible devices. TYPE RRICDE WITH LIGHTS pproved signs m ounted on Type barricades should not cover m ore than 50% of the top two rails or % of the total area of the three rails. W hen barricades are placed end-to-end or staggered, a Type "" low intensity warning light shal be m ounted to the vertical post near each outside corner of the end barricades. GENERL ES s shown in Figure, at the point where thru traffic m ust detour and local traffic can proceed to the location where the roadway is com pletely closed, the R-a ( # MILES HED LOCL TRFFIC ONLY) or R-4 ( LOCL TRFFIC ONLY or TO THRU TRFFIC) sign sha l be used with Type barricades (winged position), placed on the shoulders of roadway. s shown in Figure, when local traffic m ust be alowed access into the work zone, Type barricades shal be longitudinaly staggered to m aintain the appearance of a closed roadway. second line of end-to-end Type barricades shal be placed just beyond the last access point in the work zone, to com pletely close the roadway. The R-4 ( TO THRU TRFFIC or LOCL TRFFIC ONLY) sign shal be used when the distance to the point of com plete closure of the roadway is less than mile. The R-a ( # MILES HED LOCL TRFFIC ONLY) sign shal be used when the distance to the point of com plete closure of the roadway is m ile or greater. The words "RIDGE OUT" (or RIDGE ) m ay be substituted for the words " " on the R-a or R-4 sign where applicable. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL CLOSURES TE704

9 KNSS DEPRTMENT OF TRNSPORTTION W ork Space W ork Space Channelizing Device Type arricades SIDE RD. R- R- FIGURE : SIDE OR ENTRNCE THROUGH W ORK RE W ork Space W ork Space Channelizing Device Type arricades Existing SIDE RD. STOP STOP R- COVER OR REMOVE R- 0"x 0" FIGURE : SIDE OR ENTRNCE OPEN THROUGH W ORK RE W ork Space W ork Space Channelizing Device Type arricades ENTRNCE FIGURE : LOW VOLUME ENTRNCE CONTRUCTED HLF T TIME Note: Consider large vehicles m aking right turns into and out of entrance and use figure 4 as needed PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL CCESS THROUGH THE W ORK RE TE705

10 KNSS DEPRTMENT OF TRNSPORTTION W ork Space W ork Space Channelizing Device Type arricades Existing Tem porary widening SIDE RD. STOP STOP R- COVER OR REMOVE R- 0"x 0" FIGURE 4: SIDE OR ENTRNCE CONSTRUCTED HLF T TIME: TW O W Y TRFFIC REQUIRED STOP R- 0"x 0" W ork Space W ork Space STOP R- 0"x 0" Type arricades Existing R- 48"x 0" COVER OR REMOVE STOP R- 0"x 0" 48"x 0" R- FIGURE 5: SIDE OPEN THROUGH W ORK RE ON DIVIDED W Y PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL CCESS THROUGH THE W ORK RE TE705

11 KNSS DEPRTMENT OF TRNSPORTTION SIGN LYOUT INFORM TION KG0- STD. SIZE EXPW Y/FREEW Y 6" C GROOVED PVEMENT STD. SIZE EXPW Y/FREEW Y 8" D WI T FO R PILOTCR STD. SIZE EXPW Y/FREEW Y 6" C W 8-5 KG0-5 ZONE KM4-O STD. SIZE EXPW Y/FREEW Y " C 6" C 4"x 6" 48"x " LOOSE GRVEL W 8-7 STD. SIZE EXPW Y/FREEW Y 8" D STD. SIZE NEXT X MILES Mileage to be determ ined by the engineer. EXPW Y/FREEW Y 0"x 4" W 7-a W 8-5p STD. SIZE EXPW Y/FREEW Y UNEVE N STD. SIZE EXPW Y/FREEW Y LNES 8" D W 8-7 W 8- SHOULDER STD. SIZE EXPW Y/FREEW Y DROP-OFF 0"x 4" W 8-7P (OPTIONL) N US-75 STD. SIZE EXPW Y/FREEW Y FOLLOW DETOUR 6" C 0" D SP-0 (SPECIL SIGN) US-75 STD. SIZE EXPW Y/FREEW Y FOLLOW DETOUR SP-0 (SPECIL SIGN) UPPERCSE: LOW ERCSE: 6" C UPPERCSE: 0" D 4.5" C LOW ERCSE: 8" D LL CITY NMES ND STREET NMES ON SPECIL SIGNS ND DESTINTION SIGNS MUST HVE UPPER ND LOW ER CSE LETTERS. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SIGN INFORMTION TE70

12 KNSS DEPRTMENT OF TRNSPORTTION 6' - ' * ' Min. Face of curb Edge of traveled way Roadway 5' MIN. ottom of sign Edge of shoulder 6' Min. Roadway * 7' Min. From top of curb ottom of sign Rural ) Ground-m ounted signs shal be m ounted at a minim um height of 5' m easured from the bottom of sign to the near edge of the pavem ent. ) Large signs having an area exceeding 50 square feet instaled on m ultiple breakaway posts shal be m ounted a m inim um of 7' above the ground. ) The height of the secondary sign m ounted below another sign m ay be 4' m easured from the bottom of the sign to the near edge of the pavem ent. Signs shal not overlap each other. Urban ) Signs shal be m ounted at a minim um height of 7' m easured from the bottom of sign to the near edge of the pavem ent. ) Neither portable nor perm anent sign supports should be located on sidewalks or areas designated for pedestrian or bicycle traffic. ) Signs m ounted lower than 7' should not project m ore than 4" into pedestrian facilities. 4) The height from of the secondary sign m ounted below another sign m ay be 6' m easured from the bottom of sign to the near edge of the pavem ent. Signs sha l not overlap each other. 5) Large signs having an area exceeding 50 square feet instaled on m ultiple breakaway posts shal be m ounted a m inim um of 7' above the ground. * 6) Pedestrian detour signing sha l be a m inim um of ' m easured from the top of the pedestrian pathway to the bottom of the sign and sha l not protrude into the walkway nor sha l it project beyond the back of curb. Type "" low intensity warning light m ounted to action warning sign post FLG STFF 45 TO TO 65 FLG W hen the sign width is equal to or greater than 9', three or m ore wood posts m ay be used with a minim um of 4' between the centerline of each post. l signs less than 9' in width shal use a m axim um of two wood posts. In the case of hitting rock when driving posts. Shift the sign location. Do not violate m inim um sign spacing.. W ith the engineer's approval, use acceptable alternative sign stands. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SIGN INFORMTION TE70

13 KNSS DEPRTMENT OF TRNSPORTTION 7" GIVE 'EM 9" " 9" " 48" SIGN NUMER GIVE EM RKE WIDTH x HEIGHT 4'-0" x 4'-0" ORDER W IDTH CORNER RDIUS.0" 4.0" STRIPE W IDTH.0" MOUNTING GROUND CKGROUND TYPE: N-REFLECTIVE RKE " 5" LEG/ORDER LEG FONT COLOR: LCK TYPE: REFLECTIVE COLOR: W HITE DUTCH 80 ROMN SW C 5 DEGREE SLNT STRIPES TYPE: REFLECTIVE 48" COLOR: ORNGE KI-04a Y 4'-0" 0,0 FINES ULE IN ZONES 4.8"."." 5" 8" 4" 8" " 4" 4" X '-0" SIGN NUMER WIDTH x HEIGHT ORDER W IDTH CORNER RDIUS MOUNTING CKGROUND LEG/ORDER FINES ULE 4'-0" x '-0" 0.9".0" GROUND TYPE: REFLECTIVE COLOR: W HITE TYPE: N-REFLECTIVE COLOR: LCK KI-05a DIMENSIONS IN INCHES SPCINGS RE TO STRT OF NEXT LETTER Y FONT.0 D.0 D 4.0 D LETTER SPCINGS F I N E S D O U L E I N W O R K Z O N E S HT LEN Notes: Typica ly, there are two sets of inform ational signs insta led per project: one for each direction of traffic. Instal signs a minim um of in advance of the road work ahead sign. The engineer m ay designate a m ore appropriate location if conditions dictate. The inform ational signs are not to interfere with the traffic control signs for the project. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SIGN INFORMTION TE70

14 KNSS DEPRTMENT OF TRNSPORTTION Perforated square steel tube (P.S.S.T.) post setup Sign post Sign post Insta l corner bolt at both ends and at Insta l corner bolt at ground level 8" Min. splice length ground line 8" Min. gap post anchor sleeve /" Max. Ground line /" Max. Ground line 6" Min. 6" Post anchor Post anchor 44" Min. 44" Min. Undisturbed earth or com pacted fil Undisturbed earth or com pacted fil P.S.S.T. detail Telescoping P.S.S.T. detail Post anchor Post anchor Sign post 5/6" Std. corner bolt Post anchor sleeve 5/6" Std. corner bolt 5/6" Hex jam nut Sign post 5/6" Hex jam nut Section - Section - Details for ", /4", or /" sign posts Place bolts in the sam e corner along each sign post. PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SIGN POSTS TE7

15 KNSS DEPRTMENT OF TRNSPORTTION " " /" 5 /" 4 /" Ground line 4 /4" Ground line 4" min. /" 5 /" /" /" Wood post setup /8" dia. holes at 6" centers Direction of traffic /8" dia. holes at 6" centers Direction of traffic 4" x 4" S4S treated wood post /" dia. hole C Post = C Footing L L 4" x 6" s4s treated wood post Undisturbed earth or compacted fill Undisturbed earth or compacted fill 4" Min. Side elevation Side elevation 4" x 4" Wood post in soil 4" x 6" Wood post in soil Section - Section - /" 4" Max. Front elevation PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SIGN POSTS TE7

16 KNSS DEPRTMENT OF TRNSPORTTION Direction Of travel lb/f U-Channel setup Sign post (splice post to non-impacting side of stub) Top of stub Install bolts at both ends of the splice 8" Min. lap splice ottom of sign post 4" Min. from bottom of splice to ground line (impact side) Ground line Ground line Stub post Undisturbed earth or compacted fill 4" Min. ottom of stub Notes: Place two bolts at both ends of the splice through the holes nearest the ends of the splice. Use manufacturer recommended spacers over the bolts between the spliced pieces of U-Channel. Section - Spacer Sign post 84" Min. stub post length Stub KT Graphics Certified PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SIGN POSTS TE7

17 KNSS DEPRTMENT OF TRNSPORTTION Shoulder Shoulder Work Space 5OO' OFF SHOULDER- WITHIN THE CLER ZONE RO OFF SHOULDER- WITHIN THE CLER ZONE KG0- KG0- W 0- L/ 5OO' (min.) Shoulder ON SHOULDER Work Space uffer Space Notes: No traffic control is required if the work space is located outside of the clear zone. Omit taper if paved shoulder is less than 8' wide. For operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with high-intensity rotating, flashing, oscillating, or strobe lights is used. Channelizing device head, 500 ft, or mile PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS UNDIVIDED HIGHW Y TRFFIC CONTROL SHOULDER W ORK TE70

18 KNSS DEPRTMENT OF TRNSPORTTION Shoulder Shoulder Work space KG0- OFF SHOULDER- WITHIN THE CLER ZONE W 0- Shoulder Work Space Shoulder uffer Space L/ KG0- RIGHT SHOULDER NEXT X MILES W 7-4"x 8" RIGHT SHOULDER W -5 W 0- Notes: W -5 For work in the median, install signs and channelizing devices for each direction of traffic according to the applicable typical drawing. No traffic control is required if the work space is located outside of the clear zone. Length to the nearest whole mile For operations of 60 minutes or less, all signs and channelizing Omit taper if paved shoulder is less than 8' wide. Channelizing device devices may be eliminated if a vehicle with a high-intensity rotating, head, 500 ft, or mile flashing, oscillating, or strobe light is used. Eliminate W7- if shoulder is closed for less than miles. mile head, 000 ft, 500 ft or PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS DIVIDED HIGHW Y TRFFIC CONTROL SHOULDER W ORK TE7

19 KNSS DEPRTMENT OF TRNSPORTTION W -4R W -5 4"x 4" W - 4"x 0" R- W 0-4"x 6" KM4-0 ZONE / / C ULE 4" YELLOW CENTERLINE (MIN.) PSSING ZONE 6"x W 4- KG0- W4-L W4-R Or One W4- may be used per approach where the tangent distance between two reverse curves is less than 600 ft. If used, use in place of the first W-4 and eliminate the second. W -4L 4" SOLID WHITE EDGE LINE 4"x 4" W - / Work Space / L / / L R- 4"x 0" W - 4"x 4" W -4R 4"x 0" R- W -4L KG0- W 4-6"x PSSING ZONE (MIN.) / / C W - 4"x 4" KM4-0 4"x 6" ZONE R- 4"x 0" W -5 Channelizing device Type barricades head, 500 ft, or mile Speed to be determined by the Engineer Type "" low intensity warning light W 0- PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL LNE SHIFT TE74

20 KNSS DEPRTMENT OF TRNSPORTTION USE TE7 FOR FLGGER OR PILOT CR ON WYS WITH CONCRETE SHOULDERS GRETER THN 8 FT. Notes: Trucks hauling material to the project should STOP at the Flagger. fter stopping, upon approval of the Engineer, trucks may be allowed to move around the Flagger. Place a Flagger at all highway and major collector intersections and at-grade railroad intersections with lights and gates in the work space to control traffic crossing the tracks to the left of the gate arm. The need 4"x 0" R4- PSS for a Flagger at minor side road intersections shall be determined by the Engineer. Place a W0-7 (Flagger ONE LNE 4"x 0" R- ZONE W -4 W 0-4 E PREPRED TO STOP symbol) sign on each side road that is controlled by a W -5 Flagger. W 0- Existing signs shall not be covered or removed between Flagger stations. Temporary rumble strips may be used in lieu of lead in channelizing devices when the roadway is less / / / / C than or equal to 0' including paved shoulders. When extenuating circumstances exist, the rea Engineer may elect to eliminate both the lead in channelizers and the rumble strips. Lead in channelizing devices on centerline between R4- & Flagger 6"x W 4- PSSING ZONE R- 4"x 0" KG0- Minimum six (6) channelizers spaced at 0' intervals. Optional rumble strips may be placed: One set between the W0- and W0-4, and one set between the R4- and W-4, on each approach. STOP Work Space W0-7 KG0- W0- FLGGER FLGGER 4"x 6" KM4-0 KG0- W 0-7 Railroad Railroad with with gate gate arms Flagger 4"x 0" R- PSSING ZONE W 4- Lead in channelizing devices on Lead in channelizing devices on centerline centerline between between R4- R4- & & Flagger uffer 6"x space 00' Work Space 00' TO C / / / / 00' Flagger (as required) (as W 0-7 Flagger W 0-7 KM4-0 4"x 6" ZONE R- 4"x 0" E PREPRED TO STOP W -4 PSS R4-4"x 0" W -5 ONE LNE W 0-4 W 0- USE TE7 FOR FLGGER OR PILOT CR ON WYS WITH CONCRETE SHOULDERS GRETER THN 8 FT. Notes: Trucks hauling material to the project should STOP at the Flagger. fter stopping, upon approval of the Engineer, trucks may be allowed to move around the Flagger. Place a Flagger at all highway and major collector intersections and at-grade railroad intersections with lights and gates in the work space to control traffic crossing the tracks to the left of the gate arm. The need for a Flagger at minor side road intersections shall be determined by the Engineer. Place a W0-7 (Flagger symbol) sign on each side road that is controlled by a Flagger. Existing signs shall not be covered or removed between Flagger stations. Temporary rumble strips may be used in lieu of lead in channelizing devices when the roadway is less than or equal to 0' including paved shoulders. When extenuating circumstances exist, the rea Engineer may elect to eliminate both the lead in channelizers and the rumble strips. Channelizing device head, 500 ft, or mile head, 000 ft, 500 ft, or mile Speed to be determined by the Engineer Type "" low intensity warning light Temporary portable rumble strips PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL FLGGER OR PILOT CR TE70

21 KNSS DEPRTMENT OF TRNSPORTTION USE TE7 FOR FLGGER OR PILOT CR ON WYS WITH CONCRETE SHOULDERS GRETER THN 8 FT. Notes: Trucks hauling material to the project should STOP at the Flagger. fter stopping, upon approval of the Engineer, trucks may be allowed to move around the Flagger. Place a Flagger at all highway and major collector intersections and at-grade railroad intersections with lights and gates in the work space to control traffic W 0-4 ONE LNE 4"x 0" R4- PSS crossing the tracks to the left of the gate arm. The need W -4 E PREPRED TO STOP for a Flagger at minor side road intersections shall be determined by the Engineer. Place a W0-7 (Flagger W 0- symbol) sign on each side road that is controlled by a Flagger. / / Existing signs shall not be covered or removed C between Flagger stations. Temporary rumble strips may be used in lieu of lead in channelizing devices when the roadway is less than or equal to 0' including paved shoulders. When extenuating circumstances exist, the rea Engineer may elect to eliminate both the lead in channelizers Lead in channelizing devices and the rumble strips. on centerline between R4- & Flagger 6"x W 4- PSSING ZONE KG0- Not required on substantial maintenance projects (R). The KG0-5 (WIT FOR PILOT CR) sign shall be mounted on an approved portable support and not attached to the existing stop sign post. The KG0-5 sign shall be placed immediately in front of the existing stop sign, a minimum of 6" below the bottom of the stop sign. The sign should be removed or covered when there is no pilot car. Typical signing for a minor side road approach to work space R- 0"x 0" STOP Work Space W I T FO R PILOTCR KG0-5 KG0- W0- W 0-7 FLGGER ND PILOT CR Flagger Flagger Flagger Flagger (as required) (as required) W ' TO 00' Work Space uffer Space Flagger Flagger Railroad with gate gate arms arms W 0-7 Minimum six (6) channelizers spaced at 0' intervals. Optional rumble strips may be placed: One set USE between TE7 the FOR W0- FLGGER and W0-4, OR PILOT and CR one ON set WYS between WITH the R4- CONCRETE and W-4, SHOULDERS on each approach. GRETER THN 8 FT. Notes: Trucks hauling material to the project should STOP at the Flagger. fter stopping, upon approval of the Engineer, trucks may be allowed to move around the Flagger. Place a Flagger at all highway and major collector intersections and at-grade railroad intersections with lights and gates in the work space to control traffic crossing the tracks to the left of the gate arm. The need for a Flagger at minor side road intersections shall be determined by the Engineer. Place a W0-7 (Flagger symbol) sign on each side road that is controlled by a Flagger. Existing signs shall not be covered or removed between Flagger stations. Temporary rumble strips may be used in lieu of lead in channelizing devices when the roadway is less than or equal to 0' including paved shoulders. When extenuating circumstances exist, the rea Engineer may elect to eliminate both the lead in channelizers and the rumble strips. E PREPRED KG0- PSSING ZONE W 4-6"x Lead in channelizing devices Lead in channelizing devices on centerline on centerline between R4- between & Flagger R4- & Flagger / / C ONE LNE W 0-4 PSS W 0- TO STOP W -4 R4-4"x 0" Typical signing for highway or major collector approach to work space STOP Work Space KG0- W0-7 W0- Channelizing device head, 500 ft, or mile head, 000 ft, 500 ft, or mile Speed to be determined by the Engineer Type "" low intensity warning light Temporary portable rumble strips PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL FLGGER OR PILOT CR TE70

22 KNSS DEPRTMENT OF TRNSPORTTION FLGGER ONE LNE E PREPRED TO STOP ZONE PSS W 0-7 W 0- W -4R 4"x 4" W - W 0-4 W -5 W -4 4"x 0" R- 4"x 6" KM4-0 KG0-4"x 0" R4- Flagger 4"x 0" R- uffer 00' / / / / 00' L/ / C space Taper egin Taper End (MIN.) Shoulder (8' min.) Work space 6"x W 4- Lead in channelizing devices in channelizing offset 4' from Centerline devices offset 4' 00' TO (MIN.) 00' PSSING ZONE Lead in channelizing devices on Lead in channelizing centerline between R4- & Flagger devices on centerline from Centerline between R4- & Flagger Flagger (as required) (as required) Flagger R- KG0-4"x 0" W 0-7 W 0-7 Railroad with gate arms KM4-0 4"x 6" ZONE Minimum six (6) channelizers spaced at 0' intervals. Typical signing for highway or major collector approach to work space STOP Work Space W0-7 W0- KG0- Notes: Trucks hauling material to the project should STOP at the Flagger. fter stopping, upon approval of the Engineer, trucks may be allowed to move around the Flagger. Place a Flagger at all highway, major collector intersections and at-grade railroad intersections with lights and gates in the work space to control traffic crossing the tracks to the left of the gate arm. The need for a Flagger at minor side road intersections shall be determined by the Engineer. Place a W0-7 (Flagger symbol) sign on each side road that is controlled by a Flagger. Existing signs shall not be covered or removed between Flagger stations. Temporary rumble strips may be used in lieu of lead in channelizing devices when the roadway is less than or equal to 0' including paved shoulders. When extenuating circumstances exist, the rea Engineer may elect to eliminate both the lead in channelizers and the rumble strips. R- Lead in channelizing devices on centerline between Lead in channelizing R4- & devices Flagger on centerline between R4- & Flagger Lead in channelizing devices offset 4' Lead in channelizing devices from offset Centerline 4' from Centerline PSSING ZONE W 4-6"x Shoulder (8' min.) / / L/ 00' C / / / 4"x 0" E PREPRED TO STOP W -4 W -5 End Taper ONE LNE egin Taper W 0-4 W -4R W - PSS 4"x 4" R4-4"x 0" Channelizing Device head, 500 Ft, Or Mile head, 000 Ft, 500 Ft, Or Mile Speed to be determined by the Engineer Existing shoulder rumble strips W 0- PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS CONCRETE SHOULDERS > 8 FT TRFFIC CONTROL FLGGER OR PILOT CR TE7

23 KNSS DEPRTMENT OF TRNSPORTTION FLGGER ND PILOT CR FLGGER ND PILOT CR W -4R 4"x 0" R4- PSS W 0-4"x 4" W - W 0-4 ONE LNE W -4 E PREPRED TO STOP W 0-7 Flagger Flagger (as required) (as required) W 0-7 Flagger Flagger 00' L/ 00' / C TO Taper egin Taper End 00' Shoulder (8' min.) Work Space 6"x W 4- Lead in channelizing Lead in channelizing devices devices on uffer space offset 4' from Centerline centerline between R4- & Flagger PSSING ZONE Lead in channelizing devices devices on centerline between R4- & Flagger offset 4' from Centerline KG0- Railroad with gate arms Flagger Typical signing for a minor side road approach to work space Not required on substantial maintenance Notes: projects (R). Trucks hauling material to the project should STOP at the Flagger. fter stopping, The KG0-5 (WIT FOR PILOT CR) sign upon approval of the Engineer, trucks shall be mounted on an approved portable may be allowed to move around the Flagger. support and not attached to the existing stop Place a Flagger at all highway, major sign post. collector intersections and at-grade railroad intersections with lights and gates The KG0-5 sign shall be placed in the work space to control traffic crossing immediately in front of the existing stop sign, the tracks to the left of the gate arm. The a minimum of 6" below the bottom of the stop need for a Flagger at minor side road sign. The sign should be removed or covered intersections shall be determined by the when there is no pilot car. Engineer. Place a W0-7 (Flagger symbol) sign on each side road that is controlled by a Flagger. Typical signing for a minor side road Existing signs shall not be covered or approach to work space removed between Flagger stations. Temporary rumble strips may be used R- SPCE in lieu of lead in channelizing devices when 0"x 0" STOP the roadway is less than or equal to 0' W I T FO R PILOTCR including paved shoulders. When extenuating KG0-5 circumstances exist, the rea Engineer may elect to eliminate both the lead in KG0- channelizers and the rumble strips. W0- W 0-7 KG0- Lead in channelizing devices on centerline between R4- & Flagger PSSING ZONE W 4-6"x Lead in channelizing devices Lead in channelizing devices offset 4' from Centerline offset 4' from Centerline Shoulder (8' min.) End Taper egin Taper C / L/ 00' E PREPRED TO STOP W -4 ONE LNE W 0-4 W -4R W - 4"x 4" PSS R4-4"x 0" W 0- Minimum six (6) channelizers spaced at 0' intervals. Typical signing for highway or major collector approach to work space STOP Work Space W0-7 KG0- W0- Channelizing Device head, 500 Ft, Or Mile head, 000 Ft, 500 Ft, Or Mile Speed to be determined by the Engineer Existing shoulder rumble strips PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS CONCRETE SHOULDERS > 8 FT TRFFIC CONTROL FLGGER OR PILOT CR TE7

24 KNSS DEPRTMENT OF TRNSPORTTION XX-XX XX-XXXX-XX 4"x 0" R- 4"x 6" KM4-0 W 0-4 ONE LNE W -5 W - ZONE W -4 TO STOP PREPRED E 4"x 6" R0-6 STOP HERE ON RED SIGNL TRFFIC W 0- Signal buffer 40' 00' space Two-way tapers with / / C TO 80' channelizing devices spaced at 0' spacings SPCE 4" White stop line 4" 4" White White Lead Lead in in channelizing devices on centerline between W0-4 and stop line centerline between W0-4 and stop line 6"x W 4- PSSING ZONE 4" Double yellow centerline W -4R R- 4"x 0" 4"x 4" W - KG0- TRFFIC TRFFIC SIGNL SIGNL STOP Note: Refer to TE7 and TE74 for additional temporary traffic signal details. SIGNL UFFER SPCE (MPH) LENGTH (FT) Neither work activity nor storage of equipment, vehicles, or material should occur in the buffer space. When a protection vehicle is placed in advance of the work space, only the space upstream of the vehicle constitutes the buffer space. Posted speed prior to work starting KG0- Note: Refer to TE7 and TE74 for additional temporary traffic signal details. 4"x 0" R- 4" Double yellow 4" Double yellow centerline centerline PSSING ZONE W 4-6"x Lead in in channelizing devices devices on on centerline between W0-4 W0-4 and stop and line stop line 00' 00' 40' / / TO TO / C 00' 80' W 0- W - HERE ON RED R0-6 4"x 6" E PREPRED TO STOP W -4 ZONE W -5 ONE LNE W 0-4 KM4-0 4"x 6" R- 4"x 0" Uni-directional yellow temporary raised pavement marker (Type ) (facing right) Channelizing device head, 500 ft, or mile head, 000 ft, 500 ft, or mile Speed to be determined by the Engineer Signal head with back plate Temporary signal pole or trailer Type "" low intensity warning light PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL TEMPORRY TRFFIC SIGNLS TE7

25 KNSS DEPRTMENT OF TRNSPORTTION 00' 0' Spacing Pavement edge ' 00' ' 00' ' Traffic flow Rumble strips - set PLN Centerline ' D D D D D D D D D D D " Max. ' 4' ' Min. 4' ' Two sets of rumble strips shall be placed: one set between signs W-4 and R-, and one set between signs W- and W-5. Materials, template, hauling, installation, maintenance and removal of the rumble strips are to be by the contractor. Payment shall be subsidiary to the temporary traffic signals. TYPICL SPHLT RUMLE STRIP DETILS Pavement edge Pavement SECTION - D = " 4" White stop line 00' 0' Spacing 40' Min. Detector loop Traffic flow Junction box 00' 80' Preferred 40' Min. - 80' Max. Centerline STOP HERE ON RED R0-6 4"x 6" Stop line created using (6) 4" strips of temporary tape PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL TEMPORRY SIGNLS TE7

26 KNSS DEPRTMENT OF TRNSPORTTION 0' MIN. 7' MIN. 8" MIN. Sag not to exceed 5% of span length SG STND OFF GUY LTERNTE ackfill with thoroughly compacted earth 5" ack plate in layers not to exceed 0" in depth per lift. 9' MX. 7' MIN. Crown elevation 8" Span wire 8" Hub eye bolt 5 " Red Yellow Green SIGNL INDICTIONS Service entrance with cover Pole plate lternate method of mounting for spanwire & downguy traffic signal support pole. Guy clamp Pipe spacer & fitting " Guy wire 8" Eye & eye turnbuckle 5 nchor rod Downguy anchor Note: See TE74 for additional information. Hook, eye hook, or clevis attachment Cable dead end 0 Volt power source. Y PP'D Service entrance " Guy wire Conduit clamp Class 4, 5' wood pole (typ.) SHEET of FHW PPROVL 06/0/5 PP'D Circuit breaker DTE REVISIONS TITLE LINE (Data Field) Controller & cabinet Meter Ground wire & moulding Conduit ' TYP. Edge of pavement Detector wire Ground rod GENERL ES The engineer in charge of construction will need to approve all locations for traffic signals The to be engineer installed. Final charge positions of & construction aiming of signalwill need to approve all locations faces to be determined for traffic in the signals field. to be installed. Final positions & aiming of signal faces to be determined in the field. Trailer mounted portable traffic signals may be substituted for span wire TRFFIC CONTROL The traffic signal signals. system shall conform to and be operated according to the requirements of the M.U.T.C.D. Contact local utility The companies traffic signal to advise system them of shall installation conform and to and be operated according coordinate power to hook-up the requirements if needed. of the M.U.T.C.D. TEMPORRY TRFFIC SIGNL DETILS signals. Trailer mounted portable traffic signals may be substituted for span wire ll wiring installed shall conform to the national electrical code and Contact local utility companies to advise them of installation and local ordinances & requirements. coordinate power hook-up if needed. The power supply and the operation & maintenance of the signal system shall be the responsibility ll wiring of the installed contractor. shall conform to the national electrical code and local ordinances & requirements. The power supply and the operation & maintenance of the signal system shall be the responsibility of the contractor. TE7

27 KNSS DEPRTMENT OF TRNSPORTTION The control equipm ent shal be designed in such a m anner that the norm al dwel condition shal be an "al red" signal display. Upon receipt of a detector actuation from one approach, the signals facing that approach sha l cycle to a green indication for a minim um period (minim um green). Subsequent detector actuations from the sam e direction shal result in additional green tim e being alocated to that m ovem ent (unit extension). In the event that an actuation exists for the direction of travel not having the right of way, a m axim um green tim e setting shal provide a preset tim e lim it for the direction having the right of way. Ø SIGNL PHSING ND TIM ING Ø Ø Ø4 The control equipm ent shal provide for different clearance sequences, one for each required phase. N If the green indication has been displayed to one approach to the zone, no vehicle actuation exists on the opposite approach and another actuation occurs during the ye low display to the approach just serviced, the display shal proceed to an al red display for a period of tim e (red revert) to prevent the display of green - ye low - green indications to the m otorist. PHSE MINIMUM GREEN MXIMUM GREEN YELLOW LL RED If the right of way is to be transferred to another approach, an al red indication shal be provided so that opposing traffic does not m eet within the one way zone. Response to a vehicle actuation from another approach shal be im m ediate if al timings have expired. In the event that al tim e settings have not expired at the point at which a vehicle actuation occurs, the system shal continue to provide the appropriate clearance interval timings before acting upon an actuation input. Vehicle actuations received from the detector at approaches other than that which last received a green indication shal have preference over additional actuations received from the end which last had the right of way in the event that any clearance interval timings have not expired when the actuation(s) occurs. If a l tim ings have expired, response sha l be on a first com e, first served basis. l tim es in seconds. Norm al dwel shal be "al red". Unit extension sha l be.0 seconds. Red revert sha l be 5.0 seconds. PHSE STTIONING l tim e settings shal be user adjustable and shal be accom plished from the equipm ent front panel by way of a keyboard and m enu screen form at. l applicable portions of the KT standard specifications for vehicle actuation shal apply except that a standard NEM conflict m onitor sha l be acceptable. Signals shal be capable of actuation. On asphalt roadways, detection loops m ay be sawed into the road. Com m ercialy m ade loop m ats m ay also be used. Do not cut loops into concrete pavem ent. Other types of detection m ay be used if approved prior to instalation by the Engineer. Do not use microwave detection system s in urban areas. Detector shal be set to operate in the locking m ode. STOPLINE SIGNL SIGNL STOPLINE If used, detection loops shal be 6' by 6' and have three turns of wire (see detail). Center loops in the lane of traffic and locate 00' behind 5 the stop line. Cut slots in pavem ent for loops 6" wide with " minim um depth. Fil slots with asphalt or an approved elastic epoxy sealant (concrete pavem ent) to within 8" of pavem ent surface. Other than a "western union" type splice or approved connector at their junction, feeder cable and loop wire shal be of continuous run with no splices. The loop and the feeder cable connection sha l be twisted turns per foot. LOOP DETECTOR DETIL 6' 5 6 " " Min 6' Note: See TE7 for additional inform ation. " PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL TEMPORRY TRFFIC SIGNL DETILS TE74

28 KNSS DEPRTMENT OF TRNSPORTTION lack on orange 4" x 0" chevron signs (W-8) shall be mounted back to back on the outside edge of shoofly curves with a radius of 000' or less at the spacing shown below. minimum of chevrons should be installed per curve. Suggested chevron spacing Curve radius Max. spacing 00' 000' - 800' 80' 800' - 450' LESS THN 450' 60' W -4R 4"x 4" W - W -5 W 0-4"x 0" R- ZONE 4"x 6" KM4-0 W 0-5' spacing (typ.) / / C Double 4" yellow centerline PSSING ZONE R- 4"x 0" 6"x W 4- KG0- W4-L W4-R Or One W4- may be used per approach where the tangent distance between two reverse curves is less than 600 ft. If used, use in place of the first W-4 and eliminate the second. TYPICL TEMPORRY STRUCTURE TRETMENT ON SHOOFLY "x 6" OM-L "x 6" OM-L "x 6" OM-R "x 6" OM-R The entire area of object marker shall have STM Type III sheeting. The stripes shall slope downward to the traffic side for channelizing. W -4L 4"x 4" W - 4" solid white edge line 0' spacing (typ.) KG0- / W 4-6"x 4"x 0" R- PSSING ZONE / SPCE 48"x 0" R- W -6 / / C W - 4"x 4" W -6 W -4R R- 48"x 0" KM4-0 4"x 6" ZONE R- 4"x 0" W -5 W - 4"x 4" W 0- W -4L DUL DROP dd these signs in the sign sequence for dual speed drops. djust all other signs and pavement marking accordingly. Channelizing device / / Type barricades KM4-0 4"x 6" ZONE R- 4"x 0" W -5 i-directional temp. raised pavement marker (Type I) head, 500 ft, or mile Speed to be determined by the engineer Type "" low intensity warning light W 0- PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL SHOOFLY DIVERSION TE76

29 KNSS DEPRTMENT OF TRNSPORTTION TYPICL TEMPORRY STRUCTURE TRETMENT ON SHOOFLY lack on orange 4" x 0" chevron signs (W-8) shall be mounted back to back on the outside edge of shoofly curves with a radius of 000' or less at the spacing shown below. minimum of chevrons should be installed per curve. OM-L "x 6" OM-L "x 6" Suggested chevron spacing Curve radius Max. spacing 000' - 800' 00' OM-R "x 6" OM-R "x 6" 80' 800' - 450' Less than 450' 60' The entire area of object marker shall have STM Type III sheeting. The stripes shall slope downward to the traffic side for channelizing. W -4L W -5 W -4R W 8- W 0- W 0-4"x 0" R- 4"x 6" KM4-0 4"x 4" W - W 8-4"x 4" W - KG0- ZONE S PVEMENT CENTER LNE I 0' spacing (typ.) W 4- / 6"x 4"x 0" R- PSSING ZONE / / / / / C (MIN.) / Double 4" yellow centerline SPCE (min.) 48"x 0" R- W -6 / / / / / C PSSING ZONE R- 4"x 0" W - 4"x 4" W -6 R- 6"x W 4- W -4R 48"x 0" CENTER LNE I PVEMENT S ZONE KG0- W 8- W - 4"x 4" KM4-0 4"x 6" R- 4"x 0" W 0- W 8- W -4L W 0- W -5 DUL DROP W4-L W4-R Or dd these signs in the sign sequence for dual speed drops. djust all other signs and pavement marking accordingly. / / Channelizing device One W4- may be used per approach where the tangent Type barricades distance between two reverse curves is less than 600 ft. If used, use in place of the first W-4 and eliminate the second. KM4-0 4"x 6" ZONE R- 4"x 0" W -5 head, 500 ft, or mile Speed to be determined by the Engineer Type "" low intensity warning light PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS TITLE LINE (Data Field) TRFFIC CONTROL GRVEL SHOOFLY DIVERSION TE77

30 KNSS DEPRTMENT OF TRNSPORTTION KG0- R- Match Line 4" White 4" Yellow 4" Yellow 4" White 000' /4 PSS R4- W 6- NEXT X MILES W 7-4"x 8" W -6 R- 48"x 0" W -4L W - 4"x 4" C / / / L L/ L/ uffer space rrow display W 4-R KM4-0 ZONE 48"x " R- PSS R4- RIGHT LNE W 0-5 W -5 RIGHT LNE W 0-5 W 0-5 LEFT LNE W -5 R4- PSS R- 48"x " KM4-0 W 6- W 0- W 0-5 LEFT LNE ZONE W 4-L 4"x 8" W 7- NEXT X MILES R4- PSS uffer L / / / C /4 000' space Match Line 4" Yellow Concrete safety barrier system or raised pavement markers (Type II) and tubular markers / SPCE rrow display R- KG0- W -6 W -4R R4-7 W -4R W - 4"x 4" 00' 5' 5' 50' 5' 5' The W6- & R4- sign combination may be required at additional locations along the project. The spacing between these locations shall be a maximum of mile. The W7- sign should be mounted with the W6- sign at mile increments on a project of 4 miles or longer. Sign to be eliminated if concrete safety barrier system is used. Type II raised pavement Type II raised Tubular Marker C L of travelway pavement 4" wide solid yellow lines marker marker Centerline Treatment for two-lane, two-way traffic on normally divided roadways. Tubular markers and temporary raised pavement markers (Type II). Type barricades Length to the nearest whole mile Channelizing device head, 500 ft, or mile head, 000 ft, 500 ft, or mile Speed to be determined by the Engineer arricade to be eliminated and sign W-6 to be mounted on Type "" low intensity warning light skids if concrete safety barrier system is used. W 0- PP'D. Y PP'D SHEET of FHW PPROVL 06/0/5 DTE REVISIONS CROSSOVER FROM THE LEFT LNE TRFFIC CONTROL DIVIVDED HIGHW Y TE740