OVERHEAD TRUSS REPLACEMENT

Transcription

1 RS 058 RS 06 GOLD ST. WICHIT - VLLEY STTE PROJECT YER TOTL STTE OF KNSS DEPRTMENT OF TRNSPORTTION OVERHED TRUSS REPLCEMENT KNSS 5-87 K See sheet for the Index of Sheets KNSS PROJECT SEDGWICK COUNTY I-5 PROJ K-95-0 Sign Structure Replacement Traffic Control Slough Big FLOODW Y Traffic to be carried through construction using existing lanes. NSS CENTER WICHIT MPLE ST Creek RIVER 5 Prospect PRINCIPL M ERIDIN PWNEE ST. Project Location 5 OH Truss 087S05 Plotted By: karenp Plot Location:Bridge Design File: K950POS0.dgn Plot Date: 08-UG-08 :08 Big Slough MCRTHUR RD. 5 5 pproved ug 08, 08 Date By: State Transportation Engineer Chief, Bureau of Structures and Geotechnical Services KNSS DEPRTMENT OF TRNSPORTTION CDconform Certify This File CDconform Certify This File Sheet No.

2 Kansas Turnpike uthority STTE PROJECT N0. YER TOTL KNSS K LICENSED KREN MṢ.PETERSON 7957 PROFESSOI NLENG NI EER K NS S ug 08, 08 Name: Karen M.S. Peterson Co. Name: KDOT - BSGS Plan Section: Pages 8-7 KNSS DEPRTMENT OF TRNSPORTTION Signature Seal Sheet RD08

3 STTE PROJECT YER TOTL KNSS 5-87 K SYMBOL KEY GENERL NOTES INDEX OF REMOVE SIGN IN ORDER TO EXPEDITE THE COMPLETION OF THE PROJECT FOR TRFFIC SERVICE, THE SIGNING ND DELINETOR WORK SHLL BE SIGN ND SEL SIGNING INDEX, SYMBOLS, & GENERL NOTES REMOVE POST REMOVE FOOTING REMOVE SIGN & POST REMOVE POST & FOOTING REMOVE SIGN, POST, & FOOTING SEQUENCED WITH NY OTHER CONTRCT WORK SUCH THT THE PHSES OF CONSTRUCTION MY PROCEED ND BE COMPLETED T THE SME TIME. NEW SIGNS ERECTED ON THE PROJECT WHICH RE IN CONFLICT WITH EXISTING SIGNING RE TO BE COMPLETELY COVERED UNTIL THE EXISTING SIGNS RE REMOVED OR THE NEW SIGNING IS PPLICBLE. THE EXISTING SIGNS THT RE BEING REPLCED, REMOVED, OR DO NOT FOLLOW THE CURRENT MUTCD SIGNING STNDRDS RE TO BE REMOVED WHEN THE PROJECT IS COMPLETED OR S DETERMINED BY THE ENGINEER. POST SPCING & SIGN NGLE DETILS HEIGHT & LTERL DISTNCE FOR ERECTION POSITIONING OF DELINETORS ND OBJECT MRKERS (TYPE & ) DESIGN & MOUNTING DETILS FOR DELINETORS DESIGN & MOUNTING DETILS FOR OBJECT MRKERS (TYPE & ) PLN (INSTLLTIONS) PLN (REMOVLS) QUNTITIES (INSTLLTIONS) QUNTITIES SHEET (DELINETORS & OBJECT MRKERS) SUMMRY SHEET (INSTLLTIONS & REMOVLS) SUMMRY SHEET (REMOVL & RESET) MOUNT ON WOOD POST IN CONCRETE FOOTING THE CONTRCTOR SHLL EXERCISE CUTION T LL TIMES WHEN INSTLLING SIGN SUPPORTS IN ND ROUND RES WHERE 5 RECPITULTION SHEET STNDRD STRUCTURL SIGN SUPPORTS (WOOD & STEEL POSTS) MOUNT ON WOOD POST IN SOIL UTILITIES EXIST, EITHER UNDERGROUND OR OVERHED, ND WILL BE HELD RESPONSIBLE FOR NY DMGE INCURRED TO THE SYSTEM. MOUNTING OF SIGNS ON WOOD POSTS MOUNTING OF FLT SHEET SIGNS ON STEEL I-BEM POSTS MOUNT ON STEEL BEM BREKWY POST MOUNT ON STEEL U-POST MOUNT ON PSST POST MOUNT ON PSST POST WITH COUPLER THE INSTLLTION OF SIGN SUPPORTS SHLL INCLUDE THE EXCVTION, DRILLING, OR DRIVING THE SUPPORT FOOTING ND THE ERECTION OF THE SIGN SUPPORT. THE CONTRCTOR SHLL EXERCISE CUTION WHEN WORKING ROUND NY EXISTING SIGNS THT RE TO REMIN ND WILL BE HELD RESPONSIBLE FOR NY DMGE TO THE SIGNS, SUPPORTS, OR FOOTINGS. THE CONTRCTOR SHLL EXERCISE CRE WHEN WORKING ROUND SHRUBBERY WHILE REMOVING OR INSTLLING SIGNS OR SIGN SUPPORTS MOUNTING OF REINFORCED PNEL SIGNS ON I-BEM POSTS DETILS FOR FLT SHEET SIGN BLNKS DETILS FOR PROCESSED SIGNS DETILS FOR REINFORCED PNELS DETILS FOR GUIDE SIGN LEGEND DETILS FOR GUIDE SIGNS DETILED SIGN SPECIFICTIONS CONSTRUCTION LYOUT OVERHED TRUSS MOUNT ON PSST POST WITH COUPLER ND FOOTING MOUNT ON EXISTING POST MOUNT ON VERTICL SUPPORT N EXISTING SIGN POST INSTLLTION SHLL BE PLUMB ND THE COMPCTION OF THE BCKFILL SOIL SHLL COMPLY WITH THE SPECIFICTIONS FTER THE REMOVL ND RESETTING OF SIGN, THE REMOVL ND REPLCEMENT OF SIGN, OR THE INSTLLTION OF NEW SIGN. THE CONTRCTOR SHLL PROVIDE MOUNTING BOLTS THT RE OF GENERL NOTES ND SPECIFICTIONS FOR OVERHED TRUSS FOOTING DETILS END SUPPORT DETILS TRUSS DETILS CONNECTION DETILS WLKWY DETILS SHOULDER MOUNTED INSTLLTION OFFSET MOUNTED INSTLLTION LENGTH THT DOES NOT EXTEND MORE THN NOMINL INCH BEYOND THE SIGN POST. THE CONTRCTOR SHLL NOT MKE NY FIELD MODIFICTIONS TO THE MOUNTING BOLT PRIOR TO OR FTER THE SIGN IS INSTLLED TRFFIC CONTROL GENERL NOTES CHNNELIZING DEVICES TRFFIC CONTROL CLOSURES CCESS THROUGH THE WORK RE Drawn By : karenp Plotted : 08-UG-08 :08 File : te0.dgn EXISTING SIGN EXISTING SIGN TO BE OVERLID SIGN IS NOT PRT OF PROJECT TYPE '' DELINETOR (RIGID) TYPE 'B' DELINETOR (RIGID) TYPE '' DELINETOR (FLEXIBLE) TYPE 'B' DELINETOR (FLEXIBLE) TYPE OBJECT MRKER TYPE OBJECT MRKER SPECIFIC SERVICE, LOGO, SIGNS THT RE TO BE REMOVED SHLL HVE THE BUSINESS LOGO PLQUES REMOVED ND TRNSPORTED TO LOCTION DETERMINED BY KDOT, T WHICH TIME THE PLQUES BECOME THE PROPERTY OF KDOT. THE CONTRCTOR WILL BE SSESSED REPLCEMENT COST FOR NY DMGE TO BUSINESS LOGO PLQUE PRIOR TO THE PLQUE BECOMING THE PROPERTY OF KDOT. THE MTERILS ND FBRICTION FOR SIGNING ND DELINETION WORK SHLL CONFORM TO THE STNDRD SPECIFICTIONS FOR STTE ROD ND BRIDGE CONSTRUCTION (05 EDITION) ND SPECIL PROVISIONS. 5 SIGN INFORMTION SIGN POSTS SHOULDER WORK DIVIDED RODWY RECPITULTION OF QUNTITIES 7//0 Changed General Notes and Spec Book Date D.D.G. D.B. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION SIGNING SYMBOL KEY GENERL NOTES ND INDEX TE0 7//0 FHW PPROVL 7//00 PP'D Steven. Buckley D.D.G. DETILED S..B. DETIL CK. W.S.B. QUNTITIES D.D.G. QUN. CK. TRCED TRCE CK. KDOT Graphics Certified KDOT Graphics Certified Sh. No.

4 QUNTITIES SHEET STTE PROJECT YER KNSS TOTL 5-87 K SIGNS, POSTS, & FOOTINGS TO BE INSTLLED ON PROJECT PLN SHEET NUM BER PLN STTION NUM BER (CL) LOCTION / LTERL POSITION SIGN DESIGNTION SIGN SIZE SIGN LYOUT SHEET NUM BER TYPE OF SIGN FLT SHEET REINFORCED PNEL OVERLY " X 6" POSTS WOOD STEEL FLT SHEET SIGN REINFORCED PNEL SIGN STRUCTURL TUBING I.5 LUM INUM BEM U-POSTS GLVNIZED STEEL BEM POSTS PERFORTED SQURE STEEL TUBE (PSST) POSTS CONCRETE FOOTINGS TYPE OF SIGN STRUCTURE OR SUPPORT MOUNT W6x9 W0x W0x /" " /" /" STEEL BEM POST LB PER FT LB PER FT 6 STEEL 57 STEEL (LT) 6 STEEL 57 STEEL (LT) 6 STEEL 57 STEEL (LT) POST FOOTING POST FOOTING POST FOOTING COUPLER COUPLER & FOOTING POST FOOTING W OOD POST 6 57 (LT) 8" " 0" " 0" DI. DI. DI. DI. DI. OVERHED CNTILEVER BUTTERFLY BRIDGE M OUNT MST RM VERT. SUPPORT MOUNT BOVE SIGN DESIGNTION Existing Existing Drawn By : karenp Plotted : 08-UG-08 :08 File : te0.dgn CENTERLINE LOCTION L - LEFT OF CENTERLINE R - RIGHT OF CENTERLINE C - ON THE CENTERLINE S - SHOULDER MOUNT O - OFFSET MOUNT LTERL POSITION G - GORE MOUNT M - MEDIN MOUNT NOTE:SEE STNDRD PLN SHEET TE590 FOR DETILED SPECIFICTIONS. 7//0 dded Coupler and Coupler/Footing Quantity D.D.G. D.B. DTE REVISIONS BY PP'D FHW PPROVL 7//00 PP'D Steven. Buckley D.D.G. DETILED K.S. QUNTITIES TRCED B.B. S..B. DETIL CK. D.D.G. QUN. CK. TRCE CK. TE0 KDOT Graphics Certified //0 Sh. No. KDOT Graphics Certified

5 RECPITULTION OF SIGNING & DELINETION BID ITEMS TOTL STTE PROJECT YER KNSS 5-87 K BID ITEMS PPROXIMTE QUNTITIES UNITS BID ITEMS PPROXIMTE QUNTITIES UNITS SIGN (FLT SHEET) (HIGH PERFORMNCE) SIGN (REINFORCED PNEL) (HIGH PERFORMNCE) SIGN (OVERLY) (HIGH PERFORMNCE) SIGN POST (" x 6" WOOD) (FLT SHEET SIGN) SIGN POST (" x 6" WOOD) (REINFORCED PNEL SIGN) SIGN POST ( LB/FT "U" STEEL) SIGN POST ( LB/FT "U" STEEL) SIGN POST (-/" PERFORTED SQURE STEEL TUBE) SIGN POST (" PERFORTED SQURE STEEL TUBE) SIGN POST (-/" PERFORTED SQURE STEEL TUBE) SIGN POST (-/" PERFORTED SQURE STEEL TUBE) SIGN POST (" X 6" STRUCTURL STEEL) SIGN POST ( I.5 LUMINUM) SQURE FOOT SQURE FOOT SQURE FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT LINER FOOT Overhead Sign Structure (luminium)(80.'-90.0') Each Mobilization Lump Sum L.S. 6 57(LT) SIGN POST (W6X9 STEEL BEM) LINER FOOT SIGN POST (W0X STEEL BEM) LINER FOOT SIGN POST (W0X STEEL BEM ) LINER FOOT SIGN POST STUB WITH BREKWY BSE PLTE (W6X9) SIGN POST STUB WITH BREKWY BSE PLTE (W0X) SIGN POST STUB WITH BREKWY BSE PLTE (W0X) SIGN POST BREKWY BSE PLTE (W6X9) SIGN POST BREKWY BSE PLTE (W0X) SIGN POST BREKWY BSE PLTE (W0X) SIGN POST FOOTING (" Dia. CONCRETE)(STEEL BEM POST) LINER FOOT SIGN POST FOOTING (0" Dia. CONCRETE)(STEEL BEM POST) LINER FOOT SIGN POST FOOTING (8" Dia. CONCRETE)(WOOD POST) LINER FOOT SIGN POST FOOTING (-/" PERFORTED SQURE STEEL TUBE) SIGN POST FOOTING (" PERFORTED SQURE STEEL TUBE) SIGN POST FOOTING (-/" PERFORTED SQURE STEEL TUBE) SIGN POST FOOTING (-/" PERFORTED SQURE STEEL TUBE) SIGN POST FOOTING (SIGN POST SQURE COUPLER) (-/") NOTE: Drawn By : karenp Plotted : 08-UG-08 :08 File : te50.dgn SIGN POST SQURE COUPLER (-/") SIGNING OBJECT MRKER (TYPE ) SIGNING OBJECT MRKER (TYPE ) SIGNING DELINETOR (TYPE )(WHITE RIGID, "U" POST) SIGNING DELINETOR (TYPE )(YELLOW RIGID, "U" POST) SIGNING DELINETOR (TYPE B)(WHITE RIGID, "U" POST) SIGNING DELINETOR (TYPE B)(YELLOW RIGID, "U" POST) SIGNING DELINETOR (TYPE )(WHITE FLEXIBLE)(TYPE I NCHOR) SIGNING DELINETOR (TYPE )(YELLOW FLEXIBLE)(TYPE I NCHOR) SIGNING DELINETOR (TYPE B)(WHITE FLEXIBLE)(TYPE I NCHOR) SIGNING DELINETOR (TYPE B)(YELLOW FLEXIBLE)(TYPE I NCHOR) SIGNING DELINETOR (TYPE )(WHITE FLEXIBLE)(TYPE NCHOR) SIGNING DELINETOR (TYPE )(YELLOW FLEXIBLE)(TYPE NCHOR) SIGNING DELINETOR (TYPE B)(WHITE FLEXIBLE)(TYPE NCHOR) SIGNING DELINETOR (TYPE B)(YELLOW FLEXIBLE)(TYPE NCHOR) THE QUNTITIES FOR STEEL BEM POSTS, STUB POSTS, BSE PLTES, ND FOOTINGS IN THE CONTRCT RE FOR 6 STEEL. WHEN FURNISHING 57 LTERNTE STEEL BEM POSTS, STUB POSTS, BSE PLTES, ND FOOTINGS, PYMENT FOR THESE ITEMS WILL BE BSED ON THE 6 STEEL UNIT PRICES INCLUDED IN THE CONTRCT. 7//0 Changed Bid Items as per Spec Book (007) D.D.G. D.B. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION RECPITULTION OF SIGNING & DELINETION BID ITEMS TE50 7//0 FHW PPROVL 7//00 PP'D Steven. Buckley D.D.G. DETILED S..B. DETIL CK. K.D.S. QUNTITIES D.D.G. QUN. CK. TRCED TRCE CK. KDOT CDconform Graphics Certify Certified This File KDOT CDconform Graphics Certify Certified This File Sh. No. 5

6 STTE PROJECT YER TOTL KNSS 5-87 K /5W /5W /5W /8 W /8 W /8 W /8 W H H POST CLIP REINFORCED PNEL SIGN E-5 MOUNTING FROM RIGHT EXIT ( I-BEMS) E-5 MOUNTING FROM RIGHT EXIT ( I-BEMS) NOTES: 5/6" * - CENTERLINE OF LUMINUM I-BEM H - HEIGHT OF DDED SIGN (E-5) " /8" H - H + " OR TO THE BOTTOM OF THE NEXT STIFFENER THE E-5 SIGN SHLL BE POSITIONED BOVE THE GUIDE SIGN CCORDING TO THE DIRECTION OF THE EXIT: I-BEM POST /6" RIGHT EXIT - RIGHT EDGE OF SIGN LEFT EXIT - LEFT EDGE OF SIGN TWO EXITS (ONE LEFT ND ONE RIGHT) - CENTER OF SIGN THE LUMINUM I-BEMS RE TO BE MOUNTED T THE SPCINGS MOUNTING OF REINFORCED PNELS TO I-BEM POST /6" SHOWN. IF THE I-BEM SPCING CONFLICTS WITH THE SIGN POSTS, THEN THE I-BEM IS TO BE MOVED TO THE SIDE OF THE SIGN POST THT MORE CLOSELY FITS THE SPCINGS ND S POST CLIP LUMINUM DETERMINED BY THE ENGINEER. THE POST CLIP BOLT MY HVE RECTNGULR HED, IF THE SMLLER DIMENSION IS EQUL TO THE SQURE HED DIMENSION. Drawn By : karenp Plotted : 08-UG-08 :08 File : te90.dgn REINFORCED PNEL SECTION - POST CLIP WITH /8" X /" POST CLIP BOLT, FLT WSHER ND ESN STOP NUT (NYLON FIBER) 5/8" /8" - 6UNC 5/8" /6" /" POST CLIP BOLT LUMINUM LL DIMENSIONS RE IN INCHES. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION DETILS FOR MOUNTING REINFORCED PNEL SIGN ON I-BEM POST TE90 7//0 FHW PPROVL 7//00 PP'D Steven. Buckley D.D.G. DETILED S..B. DETIL CK. B..H. QUNTITIES D.D.G. QUN. CK. TRCED TRCE CK. KDOT Graphics Certified KDOT Graphics Certified Sh. No. 6

7 STTE PROJECT YER TOTL KNSS 5-87 K DETILED SPECIFICTIONS FOR FLT SHEET SIGNS DETILED SPECIFICTIONS FOR STRUCTURL EXTRUDED PNEL SIGNS LL NEW FLT SHEET SIGN BLNKS SHLL BE OF THE LL SIGN FCES WITH BLUE, GREEN, RED, YELLOW, LL NEW REINFORCED SIGN PNELS SHLL BE OF THE THE RETROREFLECTIVE SHEETING USED FOR THE LUMINUM LLOY ND THICKNESS SHOWN ON THE FLT FLUORESCENT YELLOW GREEN, BROWN, OR WHITE FBRICTION, LUMINUM LLOY, ND THICKNESS DIRECT PPLIED LEGEND, ND DIRECT PPLIED SHEET BLNK DETIL. BCKGROUND SHLL BE COVERED WITH TYPE IV HIGH SHOWN ON THE REINFORCED PNEL DETIL. IF BORDERS SHLL BE TYPE IV HIGH INTENSITY INTENSITY RETROREFLECTIVE SHEETING. EXTRUSHEET FBRICTED SIGN PNELS RE USED, THEY RETROREFLECTIVE SHEETING. FLT SHEET BLNKS SHLL BE USED FOR SIGNS THT SHLL BE OF THE LENGTH, WIDTH ND IN THE POSITION RE LESS THN OR EQUL TO 7'-0" IN LENGTH ND/OR THE TYPE OF DHESIVE USED FOR RETROREFLECTIVE SHOWN. IF EXTRUSHEET FBRICTED PNEL DIMENSIONS THE TYPE OF DHESIVE USED FOR RETROREFLECTIVE LESS THN OR EQUL TO '-0" IN HEIGHT. FLT SHEETING OR LETTERING FILM SHLL BE HET CTIVTED RE NOT SHOWN, LINE OF LEGEND SHOULD BE PLCED SHEETING OR LETTERING FILM SHLL BE HET CTIVTED SHEET BLNKS SHLL LSO BE USED FOR SIGNS THT OR PRESSURE SENSITIVE. ENTIRELY ON ONE PNEL. IF EXTRUDED FBRICTED SIGN OR PRESSURE SENSITIVE. RE '-0" IN LENGTH ND LESS THN OR EQUL TO PNELS RE USED, EITHER '-0" OR 6" PNELS SHLL BE 8'-0" IN HEIGHT. THE SIGN FCES SHLL BE DIRECT SCREEN PROCESS, USED. THE '-0" PNELS SHLL BE USED ONLY T THE TOP LETTERS ND NUMBERS ON REINFORCED PNEL SIGNS REVERSE SCREEN PROCESS, OR DIRECT PPLIED LEGEND. OR BOTTOM OF SIGNS. RE MODIFIED SERIES "E" UNLESS OTHERWISE SHOWN. THE DESIGN DETILS FOR SIGNS (COLOR, LETTER HEIGHT, ND LETTER SERIES) SHLL BE S SHOWN IN REINFORCED PNELS SHLL BE USED FOR SIGNS THT SPCING TBLE DIMENSIONS RE IN INCHES. THE 'STNDRD HIGHWY SIGNS' MNUL (00 RE GRETER THN 7'-0" IN LENGTH OR GRETER THN EDITION), UNLESS OTHER DETILS RE SHOWN IN THE '-0" IN HEIGHT. PLNS. LL SIGN FCES SHLL BE COVERED WITH TYPE IV HIGH INTENSITY RETROREFLECTIVE SHEETING. Drawn By : karenp Plotted : 08-UG-08 :08 File : te590.dgn 7//0 Changed Notes and Sheeting Type D.D.G. D.B. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION DETILS SPECIFICTIONS FOR REINFORCED SIGN PNELS ND FLT SHEET SIGNS TE590 7//0 FHW PPROVL 7//00 PP'D Steven. Buckley D.D.G. DETILED S..B. DETIL CK. K.D.S. QUNTITIES D.D.G. QUN. CK. TRCED TRCE CK. KDOT Graphics Certified Sh. No. 9 KDOT Graphics Certified

8 STTE PROJECT YER TOTL KNSS 5-87 K '-0" County Serial Number = 087S05-8 '-š" = '-5 5'-ˆ" LUMINUM DETILS Existing Sign To be Reused 0 '-ˆ" TRUSS Member Wall Thickness Member Wall Thickness '-0" '-6" 9'-6" '-6" Existing Sign To be Reused END SUPPORTS FOOTINGS N= X= '-5 " S= 5'-0 " Camber= Member Wall Thickness 0.65 Member Wall Thickness 0.7 Left Right N= N= S= 5'- " S= 5'- " L= 8'-0 " L= 8'-9 " Left Type F Right Type F The serial number shall be painted in black paint using three - inch stencils. The serial number will be painted so it is readable from the structure's assigned route at approximate eye level on the right leg (looking up station.) 5'-6" '-0" '-6" '-0" 7'-" Min. Cl. '-0" 0'-6" '-0" = '-0" 0'-6" ññ ORIGINL DESIGN DT for the footings Constructed under Project No K-5-0 Sta (For Information Only) ssumed Footing Elev. = 95.0 = ñ ssumed Elev = ssumed Footing Elev. = 9.9 = GENERL NOTES ll work and material required to construct the sign structure will follow the ñnote: Use this point as a control point for plan sheets and the Kansas Department of Transportation 05 Standard Specifications for State Road and Bridge Construction. all elevations. ELEVTION bid shall be submitted to build the Overhead Sign Truss under Overhead Sign Structure(luminium)(80.'-90.0'). ll work and materials required to construct the sign structure will be subsidiary to this bid item. Traffic Control for installation will be provided by the Contractor. The Contractor Plotted By: karenp Plot Location:Bridge Design File: K950POS0.dgn Plot Date: 08-UG-08 :08 Scale: "= 5'-0" 85'-0" PLN { Exist Footing Sta must coordinate with KDOT - District 5 rea 5. The truss shall be swung into place during overnight or off peak work hours Contact persons on this project are Don Snyder, Metro Engineer or Susan Turner, Field Engineering dministrator. They can be reached at Coordinate obtaining the existing sign from the KDOT contact persons on this job. Existing footings shall be used. SB I-5 DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION Proj. No K-95-0 Span Type - luminum Overhead Sign Structure OF Construction Layout SCLE DETILED DETIL CK. PP'D QUNTITIES QUN. CK. SedgwickCo. CDD CDD CK. CDconform Certify This File CDconform Certify This File Sheet No. 8

9 STTE PROJECT YER SHEET TOTL KNSS 5-87 K LUMINUM GENERL SIGN MOUNTING ND WLKWY DESIGN: SHTO Standard Specifications for Structural LUMINUM GRTE: Grate shall conform to STM B, alloy Supports for Highway Signs, Luminaires and Traffic 606-T6 and shall be a pressure lock design. It shall have Signals, 0 Edition with current interims. x " bearing bars at " centers and x " cross bars at " centers. Use of an equivalent reticulated SHOP DRWINGS: Before any fabrication is begun under the Contract, the Contractor or Fabricator shall submit a set of complete shop drawings to the Engineer for approval. The Contractor shall be responsible for the correctness of his drawings, for shop fit-ups and field connections, after the drawings have been approved by the Engineer. grating system is an acceptable alternate. LUMINUM PIPE: Pipe shall conform to STM B or B9, alloy 606-T6 or 606-T6. LUMINUM SHPES: Shapes shall conform to STM B08 or STM B, alloy 606-T6. DIMENSIONL TOLERNCE: ll material, in addition to conforming to the appropriate STM requirements listed, shall not vary from the plan dimensions by more than +/-%. ERECTION ND DEMOLITION PIPE: luminum pipe for members & shall conform to STM B, or B9, alloy 606-T6. No pipes may be spliced except as noted below. ERECTION PLNS: This is a Category Structure. Submit detailed Erection Plans to the Field Engineer per KDOT FIELD SPLICES: Member, in the truss and end supports may be spliced, only as necessary due to the limitations of Specifications. The seal of a Licensed Professional Engineer is not required. standard stock lengths, handling or transportation requirements. These splices shall be made using Slip-On luminum Welding Flanges, 00 Lb. S, STM B7, alloy 606-T6, flat faced or flanges made from aluminum plate STM B09, alloy 606-T6. DEMOLITION PLNS: This is a Category Demolition. Submit detailed Demolition Plans to the Field Engineer per KDOT Specifications. No Demolition work will begin without approved Demolition Plans. The seal of a Licensed Professional PLTE: ll aluminum plate shall conform to STM B09, alloy 606-T6, T6, or T65. Engineer is not required. No part of the structure will be dismantled over active traffic without prior approval. BOLTS: ll high strength bolts, nuts, and washers shall conform to STM 5 and shall be hot-dip galvanized to meet DRILLED SHFTS: The top of drilled shafts shall be located within " of the plan dimensions and located within " of the plan elevation. the requirements of STM 5, Class C. One washer shall be used under the turned element. ll miscellaneous fasteners necessary for sign mounting, walkway, and ladder shall conform to the "Standard Specifications for Plot Location:Bridge Design State Road and Bridge Construction" and shall be coated. Stainless steel bolts may be used in lieu of coated bolts. Bolts shall have single self-locking nuts or double nuts. Beveled washers shall be used where bearing faces have a slope of more than :0 with respect to a plane normal to the bolt axis. Beveled washers may be clipped. DIRECT TENSION INDICTORS: DTIs are to comply with the requirements of the latest edition of STM F7 with a compression load that complies Std. Base File: Plotted By: karenp sl5a-0special.dgn File: 08-UG-08 :08 Plot Date: with the DTI cceptable Range of Compression Load, as shown in the table. WELDING ND FBRICTION: Welding and fabrication shall be in accordance with the latest edition of merican Welding Society Specification D. Structural Welding Code - luminum. Only ER5556 electrode filler metal shall be used, except for casting - utilize ER0 for casting. 5// Removed steel truss notes Update KMP TLF other notes 7// dded Note Drilled Shaft Modified Note Demolition Plans Changes to grating note KMP LES CER KFH DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION Special STRUCTURL SIGN SUPPORTS SPN TYPE OVERHED GENERL NOTES ND SPECIFICTIONS SL5-0 Special FHW PPROVL 9/9/05 PP'D Calvin E. Reed BFM DETILED RDR QUNTITIES CDD DJE RDH DETIL CK. LES QUN.CK. CDD CK. DCD Sheet No. 9

10 x "d"+ Thread STTE PROJECT YER SHEET KNSS 5-87 K GENERL NOTES TOTL 5 8 "d"ï '-0" "d"thread B See Detail "d" B NCHOR ROD DETIL See end support framing plan sheet for anchor bolt "d". Note: ny existing facilities (ie curb and gutter, guard fence, pavement, shoulders, etc.), that require removal in order to construct the footing, shall be restored to their original condition at the Contractor's expense. Concrete shall only be removed using sawed joints. #w SECTION B-B 8" "BC" ô = "d" +ˆ " Bar 5" PLTE WSHER '-6" " " (Galvanized STM 709 Gr.50) nchor Rod Hex. Nut DTI Hardened Washer ð washer Base Plate ð washer Leveling Nut BSE ð, NCHOR ROD, ð WSHER ND DIRECT TENSION INDICTOR (DTI) LODING: SHTO Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, 0 Edition. CONCRETE: Use Grade.0 (E) Concrete throughout. Bevel all exposed edges with a ƒ" triangular molding. Only the beam tying the two drilled shafts together shall be formed. Drilled shafts shall be cast to neat lines. STRENGTH: Curing time shall be a minimum of 5 days or until a test cylinder archives a compressive strength of.0 ksi or greater. REINFORCING: ll dimensions relative to reinforcing steel are to center line of bar unless otherwise noted. The " and spirals shall conform to STM 65 Gr. 60 or 8, all others shall conform to STM 65 Gr 60. EXCVTION: Footing holes shall be carefully drilled to the required size at the proper location. ll excavation shall be disposed of as approved by the Engineer. Immediately before placing any concrete, the Contractor shall remove all loose and uncompacted material from the bottom of the hole. CSING: To prevent the collapse of the excavations, drilled Std. Base File: Plot Location:Bridge Design Plotted By: karenp sl5a-0special.dgn File: 08-UG-08 :08 Plot Date: 5'-0" '-6" '- '- '-6"O Depth of Driled '-0" Shaft "D" ELEVTION #w #w #w sp "N"-w w '- '- '- '-6" 6" 8'-6" PLN Cl. Typ. sp Spiral Length Spiral Length Equal Spaces 6" '-0" sp Length of straight rebar "L" 6"Pitch Note: Use O spiral " Spiral O when w bar is # or #. #w Complete turns (top & bottom) " '- '- SECTION - #w sp '-" w & w "N"-w 5'-0" BENDING DIGRMS w '-" w '-" 8'-" w ll dimensions are out to out of bars. w x "d"+ " shafts shall require temporary casing unless exempted by the Engineer. FOUNDTION: When Drilled Shafts are specified construct according to Drilled Shaft (Special). NCHOR RODS: nchor rods will adhere to KDOT Standard Specification Section 600 (Grade 55) with the following exception: cut threads are not permitted. Welding shall conform to the "Standard Specifications for State Road and Bridge Construction and the latest edition of the merican Welding Society. DIRECT TENSION INDICTORS: DTIs are to comply with the requirements of the latest edition of STM F7 and provide proof load shown on sheet SL5B-0. Leveling Nut Installation will adhere to the KDOT Standard Specifications. PYMENT: ll material and labor necessary to construct each footing shall be included in the unit price bid for the specific overhead sign structure. The quantities shown Construct Pedestal to this line are for general information only. DETIL Cl..0(E) Conc. Reinf. Steel Cl. Excav. Type "N" Size Depth "D" Dimen. "L" Dimen. Cu. Yds. Lbs. Cu. Yds. 8 #9 5'-0" 9'-6" 9'-0" B 8 #9 0'-6" 0'-0" C 0 #9 7'-0" '-6" '-0" D 9 #0 8'-0" '-6" '-0" E #0 9'-0" '-6" '-0" F #0 0'-0" '-6" '-0". 0.6 G # '-0" 5'-6" 5'-0" H 6 # '-0" -6" I 9 # '-0" 7'-6" 7'-0" J 9 # '-0" 8'-6" 8'-0" K 9 # 5'-0" 9'-6" 9'-0" L 9 # 0'-6" 0'-0" M 9 # 7'-0" '-6" '-0" /06/6 dded Note for Foundation KMP JPJ BILL OF REINFORCING 7//5 Lengthen nchor Bolt dd ð Washer Removed Elec. Conduit & Blockout KMP CER /06/ dded washer to DTI KMP TLF Mark No. Size Length DTE REVISIONS BY PP'D w Straight Bars "N" "L" KNSS DEPRTMENT OF TRNSPORTTION SPECIL STRUCTURL SIGN SUPPORTS Bent Bars SPN TYPE OVERHED w 5 # '-5" OPTIONL DRILLED SHFT FOOTING DETILS w 7 # '-7" SL5-0 Special sp "O FHW PPROVL 9/9/05 PP'D Calvin E. Reed LES DETILED LES QUNTITIES LES CDD See Table LRR DETIL CK. LRR QUN.CK. LRR CDD CK. DJE LES CDconform Certify This File CDconform Certify This File Sheet No. 0

11 Note: diagonal will always start from top of End Support as shown. " O holes '-5 Dia. 6- ˆ" O holes "T" STTE KNSS PROJECT YER SHEET 5-87 K TOTL 5 6-" ô HS bolts, Facing Signs 7'-5 " '- " " 6 " 6 " 0 " Block Out for Flange Plate nuts, washers & DTI's Plan 0ƒ " SPLICE FLNGE PLTE '- "B.C. HLF J 5 Member wall thickness Fillet Weld size Wd TRUSS COMPONENT TBLE nchor Bolt "d" Base PL "t" Splice PL "T" í DTI (Kips) 6" " { Splice Half J See End Support Joint Details 0.65" 0.07" 0.65" 0.500" " " " " Œ" " " ƒ" ƒ" " " " ƒ" ƒ" " " " " ƒ" ƒ" 0. to to to to to.8 5. to 8.6 Washer Bolt Head DTI Nut Splice Flange Plates (if needed) "N"Spaces at "L" " SPLICE PLTE DETILS " O holes Splice with -ƒ" ô HS bolts, nuts, washers & DTI's Half J See End Support Joint Details Elevation 0.8 ƒ".000 ƒ".5 ƒ" ƒ" í DTI cceptable Range of Compression Load " " 5. to to to 70.8 Member is 0.75" OD pipe END SUPPORT SPLICE DETIL Member is.50" OD pipe Wd (Optional) drilled holes larger than anchor bolt See "Construction Layout" for wall thickness, "N",, and "L". Special Stiffener Splice Flange or Base Plot Location:Bridge Design Typ. Stiffener ELEVTION Wd Section - Wd depth to be equal to pipe wall thickness, build out to obtain full throat. 5 Std. Base File: Plotted By: karenp sl5b-0special.dgn File: 08-UG-08 :08 Plot Date: Terminate weld " á " from edge of plate. See Detail "B" "End Joint and Splice Detail" sheet for additional information. Special Stiffener ƒ" 6 " x Clip " 0 " '-" "x" Clip " 7 " Typ. Stiffener ƒ" " Special Stiffener Plan ƒ" Typ. Stiffener "d" + '-6" Modified Weld Details & Supports. 7/5/5 Removed Electrical Details and Hand KMP CER /7/ Table Expanded KMP CER /06/ Move DTI under Bolt Head KMP TLF 5// dded DTI detail & dd DTI KMP TLF Proof Load Hole ccess DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION SPECIL STRUCTURL SIGN SUPPORTS SPN TYPE OVERHED PLN Stiffener Details Elevation END SUPPORT BSE DETIL Base '-" Section "t" LUMINUM END SUPPORT FRMING PLN SL5B-0 Special FHW PPROVL BFM ND SPLICE DETILS DETILED RDH DETIL CK. 9/9/05 PP'D Calvin E. Reed DDP QUNTITIES RDH QUN.CK. CDD CDD CK. DJE LES Sheet No.

12 STTE PROJECT YER SHEET TOTL 0 " KNSS 5-87 K " J J '-0" 6" 6" " " 8ƒ" 8 " PLTE J ( ) 5 " " " ƒ" xƒ" Clip 5 " R. PLTE JB 6 " " 6 " '- " 6" '- " '- " 6 " 6 " Terminate weld " á " from edge of plate. See Detail "B" "End Joint and Splice Detail" sheet for additional information. ( ) 0 " J J PLTE J ( ) PLTE J ( ) Member wall thickness Fillet Weld size Wd 0.0" " 0.7" 0.7" " J J JB See Construction Layout for wall thickness and J J ð Wd See SL5B-0 for bolting assembly Plot Location:Bridge Design ELEVTION JB Elevation Elevation Elevation T ƒ" Min. ô = T Std. Base File: Plotted By: karenp sl5b-0special.dgn File: 08-UG-08 :08 Plot Date: PLN J Section DETILS JOINT J Section DETILS JOINT J Section DETILS JOINT J Note: Joint J is identical to J except J has an additional member (See END SUPPORT ELEVTION). TYPICL WELDED JOINT Modified Supports, dd Cope Hole, 7/5/5 Removed Elec. Detials & Weld Details KMP CER /7/ Expanded Table KMP CER DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION SPECIL STRUCTURL SIGN SUPPORTS SPN TYPE OVERHED LUMINUM END SUPPORT JOINT DETILS SL5B-0 Special FHW PPROVL 9/9/05 PP'D BFM DETILED DDP QUNTITIES RDH DETIL CK. RDH QUN.CK. Calvin E. Reed CDD CDD CK. DJE LES CDconform Certify This File CDconform Certify This File Sheet No.

13 STTE PROJECT YER SHEET TOTL KNSS 5-87 K B See Truss Splice Details C Typical End Section B Ž" Facing Signs PLN Typical Interior Section C ì Vertical Support Upper End of Truss End Section (Min. panels at ) Truss Length "L" = { Support to { Support Interior Section (Min. panels at ) Type Joint SECTION - Type Joint SECTION B-B ' - '-6" Ž" See Truss End Joint Details See Truss Joint Details Cap End of Truss See End of Truss Joint Details 00 Lb. Flat Faced Flange Cap End of Truss Lower End of Truss 8 " 9 " See Truss Splice Details See Truss Joint Details ì Vertical Support '-6" ì End Vertical Truss Typical End Section (Left End Shown) ELEVTION Typical Interior Section See Typical Bolt and DTI Details for bolting assembly Note: Dashed lines used in plon and elevation views to distinguish bottom or rear portions of member. SECTION C-C See Truss Splice Details Plot Location:Bridge Design GENERL NOTES Note: See "Construction Layout" for wall thickness, "N",,"L" and "X" dimensions. Member is 8.65" OD pipe Std. Base File: Plotted By: karenp sl5b-0special.dgn File: 08-UG-08 :08 Plot Date: TYPICL SPLICE (Showing Camber Method Type ) Camber Length of Truss { Support to { Support Minimum Panels per Section TRUSS CMBER CMBER: Camber as given on the "Construction Layout" sheet, shall be placed in the truss by: () Blocking the truss and then welding at the joints and welding the splice flanges in place. () Increasing the length of the top truss cords, making sure the splice flanges will be parallel in the field. () Placing light gage spacer plates on the top splice flanges to obtain an increase in the top truss cord as in (). FHW PPROVL 7/5/5 Member is.500" OD pipe Lengthen Top Cord & Increase member Size and Weld Details /7/ Modified Support KMP CER Move DTI under Bolt Head /06/ KMP TLF 5// dd bolting callout DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION SPN TYPE OVERHED LUMINUM TRUSS FRMING PLN ND CMMBER PLN SL5B-0 Special DETILED DETIL CK. 9/9/05 PP'D QUNTITIES RDH QUN.CK. CDD KMP KMP SPECIL STRUCTURL SIGN SUPPORTS CDD CK. CER TLF Calvin E. Reed CDconform Certify This File CDconform Certify This File Sheet No.

14 STTE PROJECT YER SHEET TOTL Detail 5 '- " " Š" 7 " " 7 " Š " '- " " 8 " " " 9" " Detail B Hold back welds " á " from all corners. (Typ.) (Do not intersect welds) { Connection to End Support Bolt Head KNSS DTI 5-87 K Nut Washers 5 "Typ. End View Œ Section - Detail B Terminate weld " á " from corner. See Detail "B" "End Joint and Splice Detail" sheet for additional information. Plan TYPICL BOLT ND DIRECT TENSION INDICTOR (DTI) " á " TYPE I JOINT DETILS " 6Š" " " Ž" - " O holes 7ƒ"Radius - O holes "t" 5" " " Ž" 8 " B.C. { Flange Plates ð SPLICE PLTE DETILS LTERNTE FLNGE SPLICE PLTE Detail Material: STM B09 lloy 606-T6 '- " '- " " Section DETILS END JOINT TYPE I I Side Elevation Plot Location:Bridge Design { Main Truss Cord " " See Typical Bolt and DTI Details for bolting assembly Ž" " " " " Side View " 9" " Splice Plate with -ƒ" O HS bolts, nuts, washers & DTI's HS bolt, nut & " Ox5" " End View " " 00 Lb. Flat Faced Flange or lternate Flange Plate Š" '-5 " " 0 " " Š " 0 " '-5 " 8 " 8ƒ " " '-0 " " 5" " Std. Base File: Plotted By: karenp sl5b-0special.dgn File: 08-UG-08 :08 Plot Date: Plan Section DETILS END JOINT TYPE I Side Elevation TRUSS SPLICE DETILS Member Fillet Weld Splice PL wall thickness size Wd "t" 0.8" " 0.50" Š" ƒ" 0. " " 0.06" " " 0.500" Œ" See "Construction Layout" for wall thickness and Wd Section Flange End View Wd Note: Wd depth to be equal to pipe wall thickness, build out to obtain full throat. Terminate all welds " from corner. No overlapping welds. TYPE I I JOINT DETILS Side View 7/5/5 Modified Weld Details KMP CER /7/ Modified End Support KMP CER /06/ Move DTI under Bolt Head KMP TLF 5// DTI Notes KMP TLF DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION SPECIL STRUCTURL SIGN SUPPORTS SPN TYPE OVERHED LUMINUM TRUSS END JOINT & SPLICE DETILS SL5B-0 Special FHW PPROVL BFM RDH DETILED DETIL CK. 9/9/05 PP'D DRP RDH QUNTITIES QUN.CK. CDD Calvin E. Reed CDD CK. DJE LES CDconform Certify This File CDconform Certify This File Sheet No.

15 STTE PROJECT YER SHEET TOTL '- " KNSS 5-87 K " '- " '- " " " " J J " " 8ƒ " J " J " " J J DETILS LP J DETILS LP J Terminate weld " á " from edge of plate. See Detail "B" "End Joint and Splice Detail" sheet for additional information. ð Wd SL5B-05.dgn Std. Base File: Plot Location:Bridge Design Plotted By: karenp sl5b-05.dgn File: 08-UG-08 :09 Plot Date: PLN T JOINT SECTION NER JOINT TYPICL DETILS ELEVTION T JOINT T ƒ" Min. Member Fillet Weld ô = T wall thickness size Wd 0.0" 0.6" 0.8" " " TYPICL WELDED JOINT See "Construction Layout" for wall thickness and 7/5/5 Modified Weld Details & dded Cope Holes KMP CER 7//5 Removed Elec. Modified Weld Details KMP CER DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION STNDRD STRUCTURL SIGN SUPPORTS SPN TYPE OVERHED LUMINUM TRUSS JOINT DETILS SL5B-05 FHW PPROVL 9/9/05 PP'D Calvin E. Reed BFM DETILED DDP QUNTITIES CDD DJE RDH DETIL CK. RDH QUN.CK. CDD CK. DCD CDconform Certify This File CDconform Certify This File Sheet No. 5

16 '- " '- " ì Vertical Support End Upper '- Truss Pipe End Cap with Set Screws Stiffener "" Stiffener "B" '-6" ì End Vertical Truss Top of 0ƒ "Pipe (Typ.) (Typ.) " " " " " " Ž"x'-8"x " Spacer ð End Cap with Set Screws END VIEW PLCEMENT VIEW FROM SIDE '-8" STTE PROJECT YER SHEET í í ƒ" ƒ" " '-8" " " 0 " ô Hole Spa. Ž" ô Hole " (Typ.) SIDE ELEVTION PLN VIEW SDDLE SPCER (Top) TOTL KNSS 5-87 K End Cap with Set Screws 8 " End Lower Truss Pipe 9 " Stiffener "C" '-0Š " 7'-5 " (Typ.) (Typ.) Stiffener "C" (Typ) (Typ.) " STIFFENER "" (ð "x "x ") Œ " " ˆ " Œ" ˆ" STIFFENER "B" (ð "xˆ"xˆ") " Stiffener "C" Ž"x6ƒ"x " Spacer ð " " END VIEW PLCEMENT VIEW FROM SIDE Type joint 6ƒ" í ƒ" " " ô Hole Spa. Ž" " " " 6ƒ" ô Hole (Typ.) PLN VIEW SIDE ELEVTION SDDLE SPCER (Bottom) The fabricator will test fit and adjust the saddle spacer(s) as needed to achieve ˆ" gap at final fit. " 0ƒ" ô Vertical Support 0ƒ" ô Vertical Support 0" " DTI Bar Washer Washer Nut Mill to plane Std. Base File: Plot Location:Bridge Design Plotted By: karenp sl5b-06special.dgn File: 08-UG-08 :09 Plot Date: ƒ"í " 8 " O.D. O.D. 0 " '- " ƒ"í Radius Typ. " '-8" Š" R. ISOMETRIC of TOP SDDLE FRONT ELEVTION SECTION - Terminate weld " á " from edge of plate. See Detail "B" "End Joint and Splice Detail" sheet for additional information. " " " í í ƒ" ƒ" " 0 '-8" " Holes (Typ.) PLN VIEW of TOP SDDLE ç Each leg will have top plates. One plate will have hole. the other plates will have " holes. The plate with " holes will be used on brackside truss connection. Bar washer shall be used with over sized holes. Hole Spa. '-5 " " í í ƒ" ƒ" 0 '-0" PLN VIEW of TOP ð ( " x '-0" x '-5 ") SIDE ELEVTION ç Holes " " 0ƒ" ô Vertical Support ƒ"í '- " " ISOMETRIC of Š" R. 6ƒ" BOTTOM SDDLE Radius Hole Spa. B Typ. SECTION B-B " " " í ƒ" " STIFFENER "C" (ð"x0"x") Stiffener "C" " PLN VIEW of BOTTOM SDDLE 0ƒ" Hole Spa. B Hole Spa. '-5 " " 7ƒ" '-6 " '- " í ƒ" x " Holes PLN VIEW of BOTTOM ð Note: The type of pipe coupling used shall be í Fabricator will verify based on pipe coupler casting. shown on the shop details submitted " ƒ " ƒ " hole Short Slotted for approval. 6ƒ" " ƒ" " BR WSHER - ð x x 6ƒ" '-0 " steel rod " " " ó SECTION - Truss surface Pipe "B" Diameter PIPE COUPLING PHYSICL CHRCTERISTICS Coupling Dim. "" "B" 8.65" " 5" (" x '-0 " x '-5 ") ó Each leg will have bottom plates. "B" SIDE ELEVTION PIPE COUPLER Coupling Bolts Qty. size "" ELEVTION Replace every other factory roller (alternating sides) with a threaded rod. The threaded rod shall be 0.750" (á 0.00") long by 0.565" (+.05" or ") outside diameter hardened threaded (8NF Class ) Œ" stainless steel rod (STM 0). One plate will have a short slotted holes. ( x ") holes. The other plate will have holes. ( "). The plates with the holes will be used on the backside truss connection. Bar washers will be used. Bolts shall be STM 8 with Heavy Hex Nuts. Rollers per Coupling Coupling Weight 9.0 lbs. DTE REVISIONS BY PP'D SPN TYPE OVERHED LUMINUM TRUSS TRUSS TO END SUPPORT CONNECTION SL5B-06 Special FHW PPROVL " x " 7/5/5 New Sheet KMP CER KNSS DEPRTMENT OF TRNSPORTTION SPECIL STRUCTURL SIGN SUPPORTS DETILED DETIL CK. 9/9/05 PP'D Calvin E. Reed QUNTITIES QUN.CK. CDD CDD CK. CDconform Certify This File CDconform Certify This File Sheet No. 6

17 STTE PROJECT YER SHEET TOTL luminum Grate luminum Grate KNSS 5-87 K Standards SL5B-08 and SL5B-09 were com bined Joint Spacing Sign Beam Spa. (W x.06) - " O U-bolts g = ƒ" S5 x. "Min. "Min. See Detail B Note: lways splice grate in the shorter spans. Note: The locations of the splice bars and the U-bolts shown are nominal djust as necessary to clear truss diagonals and grating cross bars. {Splice " " Detail B Truss Diagonal Detail C Grate Connections Elevation " PLN (Only lower truss members shown.) " - " O U-bolts g = ƒ" Saddle Clip " Plot Location:Bridge Design Min. length sign beam (Wx.06) is 7'-0" Detail C Detail B Splice Detail "xx'-6" bar ( per Splice) " O U-bolt ( per bar) Plan Truss Diagonal Std. Base File: Plotted By: karenp sl5b-08.dgn File: 08-UG-08 :09 Plot Date: 0" Grate Detail B ELEVTION Extruded Sign Panels '-6" 7'-"min. vert. cl. INTERIOR GRTE CONNECTION DETILS 5// STNDRD STRUCTURL SIGN SUPPORTS SL5B-08 FHW PPROVL DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION LUMINUM SIGN MOUNTING ND BFM KFH SL5b-08 & SL5b-09 combined KMP TLF exterior grate taken off SPN TYPE OVERHED WLKWY DETILS DETILED DETIL CK. --9 JD/RD PP'D QUNTITIES KFH QUN.CK. Terry L. Fleck CDD CDD CK. DJE LES CDconform Certify This File CDconform Certify This File Sheet No. 7

18 ) Design Speed: Those items delegated to temporary traffic control should be designed and installed using the posted/legal speed of the roadway prior to STTE PROJECT YER KNSS TOTL 5-87 K work starting. Channelizing ) Minimum Lane Width: Lane widths shall be a minimum of ' (measured between centerlines of pavement markings) or as shown on the plans, or as directed by the engineer. lane width less than ' may require restricted roadway width signing. Pavement Marking (Temporary) Device Inertial Barrier System (sloped concrete treatment is optional if posted speed limit is 0 mph or less) Concrete Safety Barrier System * ) Consideration should be made to separate pedestrian and, if needed, bicycle movements 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 volumes, these signs should be placed at intersections (rather than midblock locations) so that pedestrians rrow Display are not confronted with midblock work sites that will induce them to attempt skirting the work site or making a midblock crossing. C Distance B Distance Distance Taper "L" Buffer Space Downstream ) When existing pedestrian facilities are disrupted, closed, or relocated, the temporary facilities shall be detectable and include accessibility features consistent with the features present in the existing pedestrian facility. dvanced Warning rea Shoulder Taper Transition ctivity rea Taper Termination rea rea 5) When the driving surface open to traffic is milled or is a temporary surface made of loose material, or when directed by the engineer a W8-5 (Grooved Pavement) or W8-7 (Loose Gravel) sign shall be used on mainline approaches. This sign should be placed a "C" distance after the W0- (Road Work head) sign. W8-5p motorcycle plaque shall be used to supplement the W8-5 or W8-7 signs. ll signs shall be displayed as long as the condition is present. TYPICL WORK ZONE COMPONENTS * When concrete barrier system is used, portable channelizing devices are not needed along the tangent barrier section. 6) lternative temporary rumble strip options may be available. Please contact the Temporary Traffic Control Unit for more information at or Minimum advance warning sign spacing (in feet): Taper Formulas: SPEED (MPH) B C L = WS for speeds of 5 MPH or more URBN (0 MPH OR LOWER) L = WS /60 for speeds of 0 MPH or less URBN (5 MPH OR HIGHER) Where:L = Minimum length of taper in feet RURL (55 MPH OR LOWER) S = Numericial value of posted speed RURL (60 MPH OR HIGHER) W = prior to work starting in MPH Width in offset feet EXPRESSWY/FREEWY 000 Posted speed prior to work starting Shifting Taper=/ L Shoulder Taper=/ L The minimum spacing between signs shall be no less than 00', unless directed by the engineer. The spacing between any signs may be increased beyond the minimum values in the table above as approved by the engineer in order to maximize visibility. Channelizer Placement: () The spacing between devices in transition area (taper) should not exceed a distance in feet equal to / the posted speed limit in mph 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 times the posted speed limit in mph prior to work starting. Drawn By : karenp Plotted : 08-UG-08 :09 File : te700.dgn Buffer Space SPEED (MPH) LENGTH (ft) Posted speed prior to work starting 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. If temporary concrete safety barrier system is used to separate approaching traffic from the work space, the barrier system shall be considered part of the activity area. full lane width should be available throughout the length of the buffer space. See typical work zone components above. () Channelizing devices shall be placed for optimum visibility, normally at right angles to the traffic flow. () 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 must slope downward in the direction traffic is expected to pass //8 W8-5p usage changed to Shall R.W.B. E.G.K. 08/8/5 Channelizer spacing info R.W.B. K.E. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL GENERL NOTES TE700 FHW PPROVL 0//8 PP'D Eric Kocher B..H. DETILED DETIL CK. R.W.B QUNTITIES QUN. CK. TRCED TRCE CK. KDOT Graphics Certified Sh. No. 8 KDOT Graphics Certified

19 " STTE PROJECT YER TOTL KNSS 5-87 K " Min. Orange Orange " Min. Orange White pprox. 6" White 6" to 8" 6" to 8" " Min. White 6" to 8" 6" to 8" White Orange 8" Min. " " to 6" 6" Min. to " 6" " " DRUM CONICL TUBULR MRKER TRFFIC CONE DELINETOR Striping as shown for up to ". " " Min. Hand Trailing 5 6" 6" " " Edge White 8" Min. Orange " Max. "" 6" " Max. 6" Min. 6" Min. " Min. 5 5 " 8" Min. 8" Max. Detection Support Device Plate Orange 8" Min. White " Max. Height TYPE BRRICDE For rails less than 6" long, " wide stripes may be used. VERTICL PNEL The stripes shall slope downward DIRECTION INDICTOR BRRICDE The stripes shall slope downward in the direction traffic is to pass. PEDESTRIN CHNNELIZER ll stripes shall slope downward to the traffic side for channelization. to the traffic side for channelization. The direction indicator barricade shall be used in series to direct the motorist into the intended lane of travel.. Support device shall not project beyond the detection plate into the pathway.. Hand trailing edges and detection plates are optional for continuous walls.. Interconnect pedestrian channelizers to prevent displacement and to provide continuous guidance through or around work.. lternate pathways shall be firm, stable, and slip resistant. Drawn By : karenp Plotted : 08-UG-08 :09 File : te70.dgn Item Portable Fixed Location Drums Conical Delineators Vertical Panels Direction Indicator Barricade Type Barricade Traffic Cones Tubular Markers Vertical Panels Yes Yes () No () Cross-overs Diversions Tangents Tapers Shoofly Ramps Head to Head Object Identifier Devices Gores Lead-in Yes Yes Yes Yes () Yes Yes Yes Yes Yes Yes Yes () Yes Yes Yes () () () () (,) Yes () () No No Yes No No No No No () () () No No Yes No No No No () () () No () () () () () () No () Yes No Yes Yes () () () () () () Yes (,) () () Not allowed on centerline delineation along freeways or expressways. () The stripes shall slope downward to the traffic side for channelization. () May be used upon the approval of the engineer. () Daytime operations only. 5. Treat height differentials > /" in the surfaces of alternate paths with a firm, stable, and slip resistant temporary ramp having a slope of : or flatter and having a width equal to the alternate path. 6. Use alternating orange/white on interconnected devices. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL CHNNELIZING DEVICES TE70 FHW PPROVL 06/0/5 PP'D Kristina Ericksen L.E.R. DETILED DETIL CK. R.W.B. QUNTITIES QUN. CK. TRCED TRCE CK. KDOT Graphics Certified KDOT Graphics Certified Sh. No. 9

20 STTE PROJECT YER TOTL Note: Signs shown for one approach to work zone. Complete Closure Type Barricades ROD R- 8"x 0" ROD 500FT W0-8"x 8" ROD 000FT Type W0-8"x 8" ROD LOCL TRFFIC ONLY OR ROD OR TO THRU TRFFIC R- 60"x 0" "x 8" R9- CROSS HERE HED SIDEWLK SIDEWLK R9-9 "x " SIDEWLK HED CROSS HERE R9- "x 8" R9-9 "x " SIDEWLK KNSS SIDEWLK HED CROSS HERE 5-87 K R9- "x 8" Barricades (Winged Position) ROD XX MILES HED LOCL TRFFIC ONLY R- 60"x 0" 500' 500' Type Barricade Length to the Nearest Mile (No Decimal Mileage) House, Field Entrance, or Public Road (typ.) Use R- if less than Mile Use R-a if Mile or more NOTE: The R- and R- signs should be accompanied with appropriate detour signing, as shown on project traffic control plans. FIGURE : TYPICL SIGNING FOR ROD CLOSURE (MINLINE OR SIDE ROD) SIDEWLK HED CROSS HERE R9- "x 8" Pedestrian Barricade FIGURE : TYPICL SIGNING FOR SIDEWLK WITH OPPOSITE SIDEWLK VILBLE Note: Sign shown for one approach to intersection (work zone). R- 8"X 0" ROD Space 500' 000' ROD WORK HED W0-8"x 8" udible Device Location when Used Type "" Low Intensity Warning Light Mounted to the Vertical Post (Typ.) 8" Min. 6" 6" 5 8" Min. " Max. Orange Rail 0" SIDE ROD 5' Min. 0" Min. Complete Closure Type Barricades Work ROD R- 8"x 0" 8"x " KG0- ROD WORK END Type Barricade Channelizing Device 6" Min. White Rail " Max. White Orange DETECTBLE BRRICDE TYPE BRRICDE WITH LIGHTS FIGURE : TYPICL SIGNING FOR SIDE ROD OPEN. Support device shall not project beyond the detection plate into the pathway.. Barricades shall be used to close the entire width of the pathway. pproved signs mounted on Type barricades should not cover more than 50% of the top two rails or % of the total area of the. Do not use warning lights on pedestrian barricades. three rails.. Do not use warning lights on audible devices. Drawn By : karenp Plotted : 08-UG-08 :09 File : te70.dgn Note: Signs shown for one approach to work zone. Complete Closure Type Barricades Work ROD Last ccess for House or Field Entrance Space R- 8"x 0" House or Field Entrance (Typ.) Use R- if less than Mile Use R-a if Mile or more Type Barricades (Staggered Position) Type Barricade FIGURE : TYPICL SIGNING FOR ROD CLOSURE - LOCL TRFFIC CCESS ROD ROD OR MILES HED LOCL TRFFIC ONLY LOCL TRFFIC ONLY 500' R- R- 60"x 0" 60"x 0" ROD 500FT (No Decimal Mileage) W0-500' Length to the Nearest Mile 8"x 8" ROD 000FT W0-8"x 8" When barricades are placed end-to-end or staggered, a Type "" low intensity warning light shall be mounted to the vertical post near each outside corner of the end barricades. ROD GENERL NOTES s shown in Figure, at the point where thru traffic must detour and local traffic can proceed to the location where the roadway is completely closed, the R-a (ROD # MILES HED LOCL TRFFIC ONLY) or R- (ROD LOCL TRFFIC ONLY or ROD TO THRU TRFFIC) sign shall be used with Type barricades (winged position), placed on the shoulders of roadway. s shown in Figure, when local traffic must be allowed access into the work zone, Type barricades shall be longitudinally staggered to maintain the appearance of a closed roadway. second line of end-to-end Type barricades shall be placed just beyond the last access point in the work zone, to completely close the roadway. The R- (ROD TO THRU TRFFIC or ROD LOCL TRFFIC ONLY) sign shall be used when the distance to the point of complete closure of the roadway is less than mile. The R-a (ROD # MILES HED LOCL TRFFIC ONLY) sign shall be used when the distance to the point of complete closure of the roadway is mile or greater. The words "BRIDGE OUT" (or BRIDGE ) may be substituted for the words "ROD " on the R-a or R- sign where applicable. DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL CLOSURES TE70 FHW PPROVL 06/0/5 PP'D Kristina Ericksen B..H. DETILED DETIL CK. R.W.B. QUNTITIES QUN. CK. TRCED TRCE CK. KDOT Graphics Certified KDOT Graphics Certified Sh. No. 0

21 STTE PROJECT YER TOTL KNSS 5-87 K Channelizing Device Type Barricades Side Rd. ROD R- ROD R- Channelizing Device Type Barricades Existing Side Rd. STOP R- STOP R- 0"x 0" Temporary widening COVER OR REMOVE FIGURE : SIDE ROD OR ENTRNCE THROUGH WORK RE FIGURE : SIDE ROD OR ENTRNCE CONSTRUCTED HLF T TIME: TWO WY TRFFIC REQUIRED STOP R- 0"x 0" Channelizing Device Type Barricades Existing Side Rd. STOP R- 0"x 0" STOP R- Cover or Remove Type Barricades Existing ROD R- 8"x 0" Cover or Remove STOP R- 0"x 0" R- 8"x 0" ROD STOP R- 0"x 0" FIGURE : SIDE ROD OR ENTRNCE OPEN THROUGH WORK RE FIGURE 5: SIDE ROD OPEN THROUGH WORK RE ON DIVIDED RODWY Drawn By : karenp Plotted : 08-UG-08 :09 File : te705.dgn Channelizing Device Type Barricades ENTRNCE FIGURE : LOW VOLUME ENTRNCE CONTRUCTED HLF T TIME Note: Consider large vehicles making right turns into and out of entrance and use figure as needed DTE REVISIONS BY PP'D KNSS DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL CCESS THROUGH THE WORK RE TE705 FHW PPROVL 06/0/5 PP'D Kristina Ericksen R.W.B. DETILED DETIL CK. R.W.B. QUNTITIES QUN. CK. TRCED TRCE CK. KDOT Graphics Certified KDOT Graphics Certified Sh. No.