STATE HIGHWAY SUMMARY OF QUANTITIES

Transcription

1 STTE PROJECT NO. YER STTE OF XXXXXXXX XXXXXXXX XXXXXXXX INDEX OF TITLE SHEET GENERL NOTES -4 PLN 5-7 LIGHTING DETILS K FEDERL ID PROJ. NO. HSIP-04(7) DEPRTMENT OF TRNSPORTTION PLN OF RODWY LIGHTING LIGHTING STTE HIGHWY SUMMRY OF QUNTITIES TRFFIC CONTROL FEDERL ID PROJECT ST 8+7 STRT PROJ. NO. K TRFFIC CONTROL BID ITEM QUNTITY UNITS MOBILIZTION LUMP SUM LS MOBILIZTION (DBE) LUMP SUM LS CONTRCTOR CONSTRUCTION STKING LUMP SUM LS FOR LIGHTING BID ITEMS SEE SHEET NUMBER DESI GNED DETI LED CHECKED TRFFIC TO BE CRRIED THROUGH CONSTRUCTION NOT TO SCLE Tr af f i c Polk/Quincy LED Luminaire Replacement pproved May 08, 07 Date State Transportation Engineer By: Chief, Bureau of Transportation Safety & Technology DEPRTMENT OF Chief of Bureau of TRNSPORTTION Road Design Sh. No. KDOT Graphi cs Certi f i ed Fi l e :ka4590l ss00a. dgn Dr awn By :j oycep Pl ot t ed :04M Y07 4: 09 ST 9+7 END PROJ. NO. K-459-0

2 STTE PROJECT NO. YER THE GENERL NOTES: K THE GENERL NOTES, REMOVL NOTES ND NOTES ON THE PLN HVE BEEN GENERLLY WRITTEN IN THE IMPERTIVE MOOD. THE SUBJECT ' THE CONTRCTOR' IS IMPLIED. LSO IMPLIED IN THIS LNGUGE RE 'SHLL', 'SHLL BE', OR SIMILR WORDS OR PHRSES. THE WORD 'WILL' GENERLLY PERTINS TO DECISIONS OR CTIONS OF THE DEPRTMENT OF TRNSPORTTION (KDOT). LL WIRING ND WIRING METHODS SHLL COMPLY WITH THE MOST CURRENT NTIONL ELECTRIC CODE STNDRDS, NY CHNGES TO THESE STNDRDS SHLL BE PPROVED BY THE UTHORITY HVING JURISDICTION. LOCTE LL EXISTING UTILITES PRIOR TO BEGINNING WORK. GROUND LL METL PRTS OF SWITCHES, CSES, POLES ND CONDUIT USED BOVE GROUND WITH NO. 6 BRE WIRE. PROVIDE INSPECTION OF TOWER BY FCTORY REPRESENTTIVE OF THE RISE ND LOWER DEVICE PRIOR TO FINL CCEPTNCE OF THE PROJECT BY THE DEPRTMENT OF TRNSPORTTION. MKE SPLICES IN THE INDUCT SECONDRY CBLE INSIDE OF TOWER BSES, POLE BSES ND JUNCTION BOXES. CONTCT THE BUREU OF TRNSPORTTION SFETY & TECHNOLOGY FOR PPROVL OF OTHER SPLICE LOCTIONS. REPRESENTTIVE FROM THE DEPRTMENT OF TRNSPORTTION'S REGIONL MTERILS LB WILL VISULLY INSPECT LL TOWERS ND COMPLETE TEST REPORT PRIOR TO SSEMBLY. PROVIDE WELD PROCEDURE NUMBERS FOR THE DIFFERENT TYPES OF WELDS ON THE SHOP DRWINGS FOR LIGHTING TOWERS. INCLUDE THE KDOT LB NUMBER UNDER WHICH THESE WELD PROCEDURES HVE BEEN PPROVED. OZ EXPNSION JOINTS SHLL BE INSTLLED IN THE CONDUIT RUNS T LL BRIDGE EXPNSION JOINTS. FURNISH ND INSTLL LIGHTING EQUIPMENT, S, LS, WIRING, CONDUIT, CONDUIT FITTINGS, SUPPORTS, INTERCONNECTIONS, GROUND RODS, ND LL INCIDENTILS NECCESSRY FOR THE COMPLETE INSTLLTION WITHIN THE LIMITS SHOWN ON THE PLNS. FURNISH ND INSTLL LL EQUIPMENT NECESSRY FOR STISFCTORY OPERTION, WHETHER SPECIFICLLY MENTIONED OR NOT. LEGEND STNDRD ND LED /C CONDUCTOR (IN DUCT) " SCHEDULE 80 PVC " METL CONDUIT ENCLOSURE JUNCTION BOX PLOW OR TRENCH ND BCKFILL UNDERGROUND CONDUCTOR INDUCT PPROXIMTELY FT. BELOW GROUNDLINE. BCKFILL IN LL RES SHLL BE FREE OF RUBBLE ND ROCK. FINL LOCTION FOR ENCLOSURE INSTLLTION(S) IS/RE TO BE DETERMINED BY THE ENGINEER IN CHRGE. POSITION THE ENCLOSURE(S) SO THT THE PHOTOCELL(S) IS/RE POINTED DUE NORTH. THE FOLLOWING COMPNIES HVE RISE ND LOWERING DEVICE THT HS BEEN CCEPTED BY THE DEPRTMENT OF TRNSPORTTION: MERICN HIGH MST, EGLE HIGH MST LIGHTING CO., CROLIN HIGH MST, HOLOPHNE, METROLUX ND STRTUS. DDITIONL COMPNIES DESIRING PPROVL BY THE KDOT MUST INSTLL ONE RISE ND LOWERING DEVICE ON POLE PROVIDED BY THE KDOT IN TOPEK, OR ON NOTHER POLE S PPROVED. THE INSTLLTION WILL BE REVIEWED ND TESTED BY KDOT PRIOR TO PPROVL ON THIS PROJECT. LL SSOCITED COSTS WILL BE THE RESPONSIBILITY OF THE MNUFCTURERS/CONTRCTORS. 04-M Y-07 4:09 File : ka4590lss00b.dgn THE FOLLOWING COMPNIES HVE SCREW-IN LIGHT POLE FOUNDTIONS THT HVE BEEN CCEPTED BY THE DEPRTMENT OF TRNSPORTTION :.B. CHNCE COMPNY ND J.H. BOTTS, INC. DDITIONL COMPNIES DESIRING PPROVL BY KDOT MUST SUBMIT DESIGN COMPUTTIONS ND CTLOG CUTS TO THE DEPRTMENT OF TRNSPORTTION, BUREU OF TRNSPORTTION SFETY & TECHNOLOGY, EISENHOWER BUILDING, 700 SW HRRISON, 6TH FLOOR, TOPEK, KS DUE TO SOIL CONDITIONS IN LL OR PRT OF THE FOLLOWING COUNTIES, SCREW-IN LIGHT POLE FOUNDTIONS MY ONLY BE USED FOR RODWY LIGHTING UPON PPROVL BY THE DEPRTMENT OF TRNSPORTTION, BUREU OF TRNSPORTTION SFETY & TECHNOLOGY: BOURBON, CRWFORD, CHEROKEE, LBETTE, MEDE, CLRK, COMNCHE, KIOW, BRBER, HRPER, ND KINGMN. SCREW-IN FOUNDTIONS SHLL NOT BE INSTLLED IN DISTRICT ONE. LL TTCHMENTS TO BRIDGES SHLL HVE HIGHWY RIGHT OF WY PERMIT (DOT04) ND UTILITY TTCHMENT PERMIT (DOT 0) PPROVED BEFORE WORK BEGINS, IN CCORDNCE WITH CURRENT DEPRTMENT OF TRNSPORTTION UTILITY CCOMMODTION POLICY. NY WORK THT IS PERFORMED FROM THE BRIDGE DECK, WILL REQUIRE LNE CLOSURE OF I-70. LNE CLOSURES ON I-70 WILL BE RESTRICTED TO THE HOURS OF 9:00 M TO :00 PM. //6 dded LED tower & standard pole in legend C.E. B.D.G. 6/4/4 Chg'd Trench/Backfill from ' to ' C.E. B.D.G. 5/7/ Fixed Typo C.E. B.D.G. DEPRTMENT OF TRNSPORTTION GENERL NOTES TE00b PP'D DESIGNED C.E. DETILED C.E. QUNTITIES B.D.G. DETIL CK. B.D.G. QUN. CK Sh. No.

3 ST. 8+7 BEGIN NOTE: Prior to bidding, the Contractor shall contact Westar, (Pat Gomez at ) to become SCLE " = 00' STTE PROJECT NO. YER K familiar with the requirements and fees imposed on the contractor to gain access to Westar's service. The 0 79 HF89 - ST. 8+7 controller shall be installed on KDOT's right-of-way. The Contractor shall be responsible for providing and installing conduit from Westar power source to KDOT controller not to exceed 5 ft. pull box and /4 in HF89 - ST HF89-0 ST pull rope shall be provided in the conduit, if the pull rope breaks it is the Contractor's responsibility to pull in a new one. Trench to have marking tape. The Contractor shall install meter enclosure and conduit per Westar's Design and Service Standards. Removal of all existing electrical, including; old luminaires, conduit, fitings, wiring, and junction boxes. These items will be hauled away and become the property of the contractor. Install new junction boxes in same location at each pole location SECOND ST. TYLER ST. HF89 - Sta FIRST ST HF89 - ST LLEY 90 TOPEK VE. TOPEK VENUE VIDUCT (US.75) HF89-9 ST. 9+4 LLEY 4 HF89-8 ST HRRISON ST. 6 Metal Conduit Circuit #8 WG /C HF89-7 ST Metal Conduit on the bridge, and hang conduit in close proximity of existing. Extend ground wire to nearest pier, and connect to ground rod. Run new electrical to each luminaire. Field verify size and replace all hand holes with new galvanized (STM -) covers (approx 4X6.5 in size) and stainless bolts/screws. Luminaires shall be cobra head shaped. Treat/paint pole base and nut and bolt with galvanized paint to extend life. VN BUREN ST. Circuit #8 WG /C 00 HF89-6 ST LLEY End Circuit No. -D HF89-5 ST. 0+5 jckson ST..T.&S.F. RR Spur LLEY C.,R.I.&P.RR. Spur HF89-4 ST End Circuit No. 4-D VE. HF89 - ST HF M Y-07 4:09 File : ka4590lpl-0.dgn MIN BREKER 0 SECONDRY BREKER CIRCUIT NO. 5 CIRCUIT NO. 5 CIRCUIT NO. 5 CIRCUIT NO. 4 ELECTRICLLY HELD CONTCTORS CIRCUIT NO. 5 CIRCUIT NO. 5 CIRCUIT NO. 5 CIRCUIT NO V. ST HF89-9 ST. 9+8 Sheet Totals POSITIVE S JUNCTION BOXES POSITIVE 9 9 GROUND TYPICL WIRING LYOUT HF89-8 ST HF89-7 ST End Circuit No. -F HF89-6 ST End Circuit No. 4-D HF89-5 ST HF89-4 ST Match Line DEPRTMENT OF TRNSPORTTION LIGHTING PLNS POLK/QUINCY ST. 8+7 TO ST PP'D DESIGNED DETILED DETIL CK Sh. No.

4 SCLE " = 00 STTE PROJECT NO. YER K HF89 - ST. +0 HF89 - ST. +4 HF89 - ST TTCH METL CONDUIT TO BRIDGE 00' Lt. Circuit #8 WG Metal Conduit 0 nd STREET Match Line Circuit #8 WG Metal Conduit 4 Circuit #0 WG Circuit #8 WG/C(in duct) R B /C(in duct) ST ' LT. HF89 - ST. 0+0 HF89 - ST. +0 QUINCY STREET 5 ì Interstate Route No Circuit #8 WG /C(in duct) R B NEW CONTROLLER "HF89" ì Ramp (face of curb) R B HF89-7 ST. +45 Circuit #0 WG /C (in duct) HF89 - ST ' LT. R 8 HF89 - ST ' LT. 9 ST. 9+7 END 0 ì rd STREET 04-M Y-07 4:09 File : ka4590lpl-0.dgn " PVC (Sched. 80) STTION LOCTION LIN. FT Lt Lt 6 Sheet Totals S JUNCTION BOXES 8 6 MONROE STREET PP'D DESIGNED DEPRTMENT OF TRNSPORTTION LIGHTING PLNS POLK/QUINCY ND RS ST TO +6 DETILED DETIL CK Sh. No. 4

5 STTE PROJECT NO. YER GROUNDING NOTE: LIGHT STNDRDS SHLL BE GROUNDED BY MENS OF NO.6 WG SOLID BRE COPPER GROUND WIRE BOLTED TO THE INSIDE OF THE LIGHT STNDRD SHFT WITH " GROUNDING NUT. GROUND WIRE SHLL BE CONNECTED TO THE COPPERCLD GROUND ROD BY MENS OF GROUND ROD CL WITH N EXOTHERMIC CONNECTION. THE MX. IS REQUIREMENT OF THE BREKWY CRITERI IN THE LTEST EDITION OF SHTO STNDRD SPECIFICTIONS FOR STRUCTURL SUPPORTS FOR HIGHWY SIGNS, S ND TRFFIC SIGNLS (NO..5.). STUB OF BREKWY SUPPORT * SEE NOTE BELOW TOP VIEW FOUNDTION K MX. RUBBER SELNT IS REQUIRED FOR TOP OF FRNGIBLE BSE HNDHOLE S DESIGNTED ON PLN SHEET FRNGIBLE BSE MIN. OF 6" TO BE FORMED X T TOP OF BSE " MX. FLT WSHERS LL SPLICES TO BE MDE IN FRNGIBLE BSE "-90 DEGREE SCHEDULE 40 HOOK PROVIDED FOR CBLE SUPPORT GRIP CENTERLINE FOOTING "-90 DEGREE SCHEDULE 40 PVC CONDUIT BEND RDIUS PVC CONDUIT BEND RDIUS BREKWY SUPPORT STUB CLERNCE DIGRM /C #6 BRE COPPER GROUND WIRE X 0'-0" 8' /C SECONDRY CBLE WITH GROUND IN DUCT - WG BSED ON VOLTGE DROP NOTE: GROUND ROD THE FOUNDTION SHLL BE INSTLLED TO MEET THE BREKWY SUPPORT STUB CLERNCE OF MXIMUM, TO INCLUDE 4-" X 40" ' REINFORCING STEEL SHLL BE INSTLLED NCHOR BOLTS. NCHOR BOLTS TO PROVIDE " MINIMUM CLERNCE FROM EDGE OF FOUNDTION 04-M Y-07 4:09 File : ka4590lss0.dgn NOTE: LL S SHLL BE SUPPORTED WITH LIGHT CENTERS T MINIMUM OF 40 BOVE GRDE. THE CREFUL LIGNMENT ND GRDING OF STNDRDS IS ESSENTIL ND NO PERCEPTIBLE TOLERNCE WILL BE PERMITTED. THEY SHLL BE RKED TO PROVIDE VERTICL LIGNMENT UPON COMPLETION OF THE LIGHTING SYSTEM. X 6" HNDHOLE 8" BOVE BSE PLTE REQUIRED FRNGIBLE BSE FOUNDTION MIN. 8" X 4.5" FOR 40 ' MTG. HT. - LUMINUM 9" X 4." X '-6" FOR 40' MTG. HT. - STEEL M OUNTING HEIGHT TO LIGHT CENTER 40' M IN. BOVE GRDE #0 WG CBLES HOOK FOR CBLE SUPPORT GRIP RM MESH GRIP CBLE SUPPORT GRIP NOTE: THE CBLE SUPPORT GRIP SHLL BE INSTLLED ON THE HOOK SUPPLIED WITHIN THE LIGHT POLE S SHOWN BOVE. FOUNDTION DETIL SCREW-IN BSE NOTE: DUE TO SOIL CONDITIONS IN LL OR PRT OF THE FOLLOWING COUNTIES, SCREW-IN LIGHT POLE FOUNDTIONS MY ONLY BE USED FOR RODWY LIGHTING UPON PPROVL BY THE DEPRTMENT OF TRNSPORTTION BUREU OF TRNSPORTTION SFETY & TECHNOLOGY: BOURBON, CRWFORD, CHEROKEE, LBETTE, MEDE, CLRK, COMNCHE, KIOW, BRBER, HRPER, ND KINGMN. SCREW-IN FOUNDTIONS SHLL NOT BE INSTLLED IN DISTRICT ONE. GLVNIZED " 0" 7" MIN. TOP ND BOTTOM VIEW SIDE VIEW FRNGIBLE BSE * NOTE: THE FRNGIBLE BSE MUST CCOMMODTE UP TO 5" BOTTOM BOLT CIRCLE. 6" NCHOR BOLT DETIL 0" DI. 7'-6" IN FOUNDTION BSE REBR DETIL #4 REBR SPOT WELD OR WIRE /8/ Chg'd Foundation Detail to show " PVC Cond C.E. B.D.G. /5/ /4/ Modify Bolt Circle Note Chg'd Bolt Circle Diameter V.H. V.H. B.D.G. J.F.F. DEPRTMENT OF TRNSPORTTION RODWY LIGHTING DETILS TE0 /5/0 PP'D Brian D. Gower DESIGNED C.E. DETILED C.E. QUNTITIES B.D.G. DETIL CK. B.D.G. QUN. CK Sh. No. 5

6 STTE PROJECT NO. YER METER SOCKET HINGED METER SECTION COVER K METER SOCKET MIN BKR. METER VIEW WINDOW IN METER DOOR METER SOCKET - SEE TE06 UNDER ELECTRICL MTERIL (F)(b) ND TE07 UNDER ELECTRICL MTERIL (G)(b) FOR RINGLESS METER REQUIREMENTS PB PB P.E.C. N BLK SOCKET TEST WIRE WY POS. TEST SWITCH PDLOCK LTCH B B B B4 PHOTO-CELL WITH 0 N 0B 5/ N TB UTO POWER BLOCK MIN BKR. SECONDRY BKRS. 5/ TB P.E.C. SOCKET TYPICL BREKER DETILS ( POLE) FILTER GLSS HINGED DEDFRONT 600 V. RTED CIR. BKRS. POWER POLE R R B B B B4 MOUNTING HOLES 4 " LNDING LUG SSEMBLY EQUIP. GROUND RED ELECTRICLLY HELD HINGED DOOR R R4 CONTCTORS /O SERVICE GROUND, GROUND ROD R R R R 4 LY-IN TYPE PDLOCK LTCH T T T T4 " ENCLOSURE T T T T4 NEUTRL SERV. GRD. WIRING DIGRM 0' MIN PDLOCK LTCH GROUND LINE 7" 6" FRONT VIEW SLOPE SO SURFCE WILL DRIN FLUSH MOUNT ENCLOSURE BSE " SECONDRY CBLE IN CONDUIT CONDUIT SIZE S SPECIFIED IN PLNS. 6 in. X 6 in. NO. 0 WIRE MESH " METLLIC CONDUIT GROUND LINE POWER RRNGEMENT NOTES: 6" THE ENCLOSURE CBINET SHLL BE CONSTRUCTED OF 505 LLOY LUMINUM 0.5" THICK. THE CBINET SHLL BE OF CLEN CUT DESIGN HVING NO SHRP EDGES, CORNERS OR PROJECTIONS. GROUND ROD X 0'-0" NOTE: POWER RRNGEMENT SHLL MEET THE LOCL UTILITY COMPNY SPECIFICTIONS. THE ENCLOSURE SHLL INCRESE IN SIZE WITH THE NUMBER NOTE: OF CIRCUITS. GROUND ROD SHLL EXTEND INCHES BOVE THE THE CUSTOMER DOOR SHLL BE HINGED THE FULL LENGTH OF THE DOOR ND HVE SUITBLE MENS OF HOLDING THE DOOR CONCRETE PD INSIDE OF ENCLOSURE BSE. SIDE VIEW 04-M Y-07 4:09 File : ka4590lss0.dgn IN THE FULLY OPEN POSITION. THE DED FRONT DOOR SHLL BE HINGED ND HVE /4 TURN CLIPS OR OTHER SUITBLE MENS OF LOCKING. SERVICE ENTRNCE IN BCK OF ENCLOSURE SHLL HVE HINGED OR LIFT OFF COVER WITH PD LOCK PROVISIONS. THE SECONDRY BREKER FOR THE PHOTO-CELL CIRCUIT SHLL BE 77 VOLT, 5 SINGLE POLE. THE WIRING FROM PB ND PB TO T THROUGH T4 SHLL BE NO. 6.W.G. THW. THE WIRING FOR THE LOD ND LINE SIDE OF THE MIN BREKER SHLL BE THE SME SIZE WITH THE WIRE. THE WIRING FOR THE PHOTO ELECTRIC CONTROL CIRCUIT SHLL BE NO..W.G. THW. LL WIRING ND WIRING METHODS SHLL COMPLY WITH THE MOST CURRENT NTIONL ELECTRIC CODE STNDRDS. NY CHNGES TO THESE STNDRDS SHLL BE PPROVED BY THE UTHORITY HVING JURISDICTION. SEE PLN SHEET MIN BREKER SECONDRY BREKER CIRCUIT NO. CIRCUIT NO. CIRCUIT NO. CIRCUIT NO. 4 ELECTRICLLY HELD CONTCTORS CIRCUIT NO. CIRCUIT NO. CIRCUIT NO. CIRCUIT NO. 4 DIMENSIONS TO BE DETERMINED BY ENGINEER " CONDUIT CONDUIT SIZE S SPECIFIED IN PLNS. LOCTION S REQUIRED BY ENCLOSURE MNUFCTOR. TOP VIEW " " NOTE: THE DUCT FOR SECONDRY CBLE SHLL EXTEND " PST THE END OF THE CONDUIT BEND. NOTE: LL CONDUIT TO EXTEND " MIN. BOVE CONCRETE SURFCE. PD DIMENSIONS SHLL BE DJUSTED CCORDINGLY FOR THE WIDTH OF THE ENCLOSURE. 0/05/5 dded See Meter Options on TE06 & TE07 C.E. B.D.G. /8/ 8/0/08 dd SEE PLN SHEET, Chg'd TopView/Pwer rgm Chg'd Mech. Held Contactors to Elec. Held C.E. V.H. B.D.G. C..L. DEPRTMENT OF TRNSPORTTION TYPICL ENCLOSURE DETILS TE0 0/05/05 PP'D DESIGNED C.E. DETILED C.E. QUNTITIES B.D.G. DETIL CK. B.D.G. QUN. CK. Brian D. Gower Sh. No. 6

7 STTE PROJECT NO. YER NOTE: WHENEVER THE PLN SPECIFICTIONS CONFLICT WITH THE (D) S/LS: K STNDRD DEPRTMENT OF TRNSPORTTION SPECIFICTIONS, LTEST EDITION, THE PLN SPECIFICTIONS SHLL GOVERN. CONSTRUCTION: LIGHT STNDRDS SHLL BE DESIGNED TO COMPLY WITH THE 0 EDITION OF THE SHTO PUBLICTION, STNDRD SPECIFICTIONS FOR STRUCTURL SUPPORTS FOR THE HIGHWY SIGNS, S, TRFFIC SIGNLS, ND CURRENT INTERIMS. USE FTIGUE CTEGORY II. SEE STNDRD SPECIFICTIONS, LTEST EDITION, SECTION 84. LIGHT STNDRDS: () STEEL STNDRDS: THE LIGHT STNDRDS SHLL COMPLY WITH THE REQUIREMENTS OF STM 607 WITH THE EXCEPTIONS ND/OR DDITIONS S LISTED IN THE STNDRD DEPRTMENT OF TRNSPORTTION SPECIFICTIONS, LTEST EDITION, SECTION THE LIGHT STNDRDS WITH 40' MOUNTING SHLL BE ONE () SECTION. THE DIMETER OF THE STNDRDS SHLL BE SHOWN ON THE DETIL. (a) BSE: THE BSE SHLL BE EITHER ONE () PIECE STEEL BSE COMPLYING WITH THE REQUIREMENTS OF STM -7, GRDE 65-5, STEEL FORGED BSE COMPLYING WITH THE REQUIREMENTS OF STM -668, CLSS C OR PLTE BSE COMPLYING WITH THE REQUIREMENTS OF STM THE BSE SHLL BE SECURED TO THE BOTTOM SECTION BY TWO () CONTINUOUS ELECTRIC RC WELDS. (b) MST RMS: THE MST RMS SHLL BE FBRICTED FROM " STNDRD PIPE MEETING THE REQUIREMENTS OF STM -5 OR STM -5. (c) FINISH: THE BSE, MST RMS, ND LIGHT STNDRDS SHLL BE GLVNIZED CCORDING TO STM -. (B) LUMINUM STNDRDS: STNDRDS SHLL CONFORM TO THE PLN DRWINGS ND SPECIFICTIONS. THE SHFT SHLL BE SPUN FROM ONE PIECE OF SEMLESS TUBING (STM B-49) LUMINUM SSOCITION LLOY 606-T6, WITH MINIMUM NOMINL WLL THICKNESS OF 0. INCH FOR 40' MOUNTING HEIGHT. FTER FBRICTION IT SHLL HVE MECHNICL STRENGTH OF NOT LESS THN T6 TEMPER. THE SHFT SHLL HVE NO LONGITUDINL NOR CIRCUMFERENTIL WELDS EXCEPT T THE LOWER END JOINING THE SHFT TO THE BSE. (a) BSE: ONE-PIECE CST LUMINUM (STM B-08 LLOY S.G. 70-T6) NCHOR BSE OF DEQUTE STRENGTH, SHPE ND SIZE BE SECURED TO THE LOWER END OF THE SHFT BY TWO () CONTINUOUS WELDS. THE BSE SHLL TELESCOPE THE SHFT ND THE ONE WELD SHLL BE ON THE INSIDE OF THE BSE T THE END OF THE SHFT WHILE THE OTHER WELD 50 WTT S SHLL HVE HOUSING OF LUMINUM LLOY CSTING WITH N INTEGRL SLIPFITTER FOR INCH BRCKET MOUNTING WITH NTURL UNPINTED LZK LUMINUM REFLECTOR. THE BLLSTS SHLL BE VOLTGE UTO-REGULTOR TYPE FOR HIGH PRESSURE SODIUM T VOLTGE OF 480 VOLTS. THE REFRCTORS SHLL BE CRYLIC WITH TYPE III LIGHT DISTRIBUTION. LL S SHLL BE SUPPLIED WITH HIGH POWER FCTOR BLLST. LL HPS S SHLL BE EQUIPPED WITH THE FOLLOWING: HIGH PRESSURE SODIUM IGNITORS: ELECTRONIC IGNITOR FOR THE IGNITION OF HIGH PRESSURE SODIUM (HPS) VPOR LS. THE IGNITOR SHLL BE DESIGNED TO DIRECT THE HIGH VOLTGE SPIKE DIRECTLY TO THE L WITHOUT BEING DIRECTED TO THE L THROUGH THE BLLST WINDINGS. THE IGNITOR SHLL BE CPBLE OF BEING USED WITH LL BRNDS ND TYPES OF 60 HERTZ HPS BRNDS. THE IGNITOR SHLL BE DESIGNED SO THT CYCLING OR EXTINGUISHED L SHLL NOT DVERSELY FFECT THE IGNITOR OR BLLST. THE IGNITOR SHLL BE BE LY EPOXY ENCPSULTED IN METL CN ND SHLL BE OPEN CIRCUIT TESTED FOR PERIOD OF 48 HOURS WITH POWER PPLIED T ELEVTED TEMPERTURES TO 00 C WITH CONSTNT MONITORING OF CSE TEMPERTURES. THE IGNITOR SHLL HVE TWO () MINUTE TIME DELY. IF THE L DOES NOT STRT, THE IGNITOR WILL BE SHUT OFF UNTIL THE POWER TO THE S IS RESET BY THE PHOTO CONTROL. THE IGNITOR SHLL BE WRRNTED GINST DEFECTIVE MTERILS ND WORKMNSHIP FOR PERIOD OF NOT LESS THN FIVE (5) YERS FROM THE SHIPPING DTE. 50 WTT LS: 50 WTT LS SHLL BE 6,000 LUMEN. LED S: LED S SHLL HVE HOUSING OF LUMINUM LLOY CSTING. S SHLL PROVIDE MINIMUM OF 0,000 LUMENS, CORRELTED COLOR TEMPERTURE OF 4000K, COLOR RENDERING INDEX OF 70 OR GRETER, ND MINIMUM EFFICCY OF 60 LUMENS PER WTT. S SHLL BE DIMMBLE, FULL CUTOFF, HVE B.U.G. RTING OF BUG OR LOWER, ND BE RTED FOR MINIMUM LIFETIME (L 70 ) OF 00,000 HOURS. THE LIGHT DISTRIBUTION SHLL BE TYPE III. THE LED DRIVER SHLL BE RTED FOR MINIMUM LIFE OF 00,000 HOURS. DDITIONLLY, THE SHLL BE COBR HED SHPED, RTED FOR MINIMUM G VIBRTION, RTING OF IP-66, SURGE PROTECTION THT FILS TO OPEN CIRCUIT, 7-PIN NEM RECEPTCLE, ND PHOTOCONTROL SHORTING CP. (E) ENCLOSURE: THE ENCLOSURE CBINET SHLL BE CONSTRUCTED OF 505 LLOY LUMINUM 0.5" THICK. THE CBINET SHLL BE OF CLEN CUT DESIGN HVING NO SHRP EDGES, CORNERS OR PROJECTIONS. THE CIRCUITING SHLL BE SERVICEBLE BY MENS OF FULL LENGTH HINGED DOOR WITH PDLOCK PROVISIONS. THE ENCLOSURE SHLL HVE 600 VOLT RTED MOLDED CSE MIN ND SECONDRY BREKERS, TWIST-LOCK PHOTO- CELL SOCKET, ND ELECTRICLLY HELD CONTCTORS. THE EQUIPMENT WITHIN THE ENCLOSURE SHLL BE WIRED PRIOR TO DELIVERY. THE ENCLOSURE SHLL HVE METER VIEW WINDOW ND GLSS TO LLOW LIGHT TO THE PHOTO-CELL. D.. HIGH DENSITY POLYETHYLENE (HDPE) MEETING THE REQUIREMENTS OF STM F 60 ND STM F 76. LETTER OF CERTIFICTION (LOC) WILL BE REQUIRED FROM THE CONDUIT PRODUCER ND/OR RESIN PRODUCER. THE CONDUIT WILL NEED TO BE MRKED WITH STM F 60 DESIGNTION ON THE PRINT LINE. (E) GROUND: GROUND WIRE SHLL BE #6 WG SOLID BRE COPPER WIRE ND RRNGEMENT SHLL BE S NOTED ON PLNS. (F) NCHOR BOLTS: NCHOR BOLTS SHLL CONFORM TO THE STNDRD DEPRTMENT OF TRNSPORTTION SPECIFICTIONS, LTEST EDITION, SECTION 600 (GRDE 55), WITH THE FOLLOWING EXCEPTION. DO NOT USE CUT THREDS, USE ROLLED THREDS. (G) BREK-WY CBLE CONNECTORS: THE CONNECTORS SHLL PROVIDE FUSED WTERPROOF WIRING CONNECTION THT WHEN SUBJECTED TO STRIN CONSIS- TNT WITH KNOCKDOWN WILL SEPRTE WITHOUT DMGE TO WIRING. WHEN SEPRTION OCCURS, THE CONNECTORS SHLL HVE NO CONTCTS EXPOSED TO PRESENT SHOCK HZRD. THE CBLE CONNECTORS SHLL MEET SHTO STNDRD SPECIFICTIONS FOR STRUCTURL SUPPORTS FOR HIGHWY SIGNS, S ND TRFFIC SIGNLS (LTEST EDITION), RTICLE.5. (C). CONNECTOR INSTLLTION SHLL BE S DIRECTED BY THE MNUFCTURER. (H) FRNGIBLE BSE: FRNGIBLE BSE SHLL BE CST LUMINUM TO MEET THE STNDRDS OF THE LTEST SHTO STNDRD SPECIFICTIONS FOR STRUCTURL SUPPORTS FOR HIGHWY SIGNS, ND TRFFIC SIGNLS. THE FRNGIBLE BSE SHLL CCOMMODTE UP TO 5" BOTTOM BOLT CIRCLE. THE FRNGIBLE BSE SHLL HVE HIGH DENSITY PLSTIC DOORS. THE COLOR SHLL BE PIGMENTED THROUGHOUT TO GIVE THE PPERNCE OF LUMINUM. THE DOORS SHLL WITHSTND TEMPERTURE EXTREMES OF -70 TO 50 F. ND RE COMPOUNDED WITH U.V. INHIBITORS. (I) JUNCTION BOXES (IN-GROUND): THE JUNCTION BOX SHLL BE OF SUFFICIENT SIZE TO FCILITTE THE CONDUIT ND WIRING S INDICTED IN THE PLNS. JUNCTION BOXES SHLL HVE THE MINIMUM NOMINL DIMENSIONS OF INCHES DEEP WITH MINIMUM PHYSICL OPENING OF 0 SQURE INCHES. IN-GROUND JUNCTION BOXES MY BE CONSTRUCTED OF ONE OF THE FOLLOWING METHODS: PRE-CST CONCRETE WITH CST IRON COVER; POLYMER CONCRETE WITH POLYMER CONCRETE COVER; FIBERGLSS REINFORCED POLYMER BODY WITH POLYMER CONCRETE RING ND COVER; HIGH DENSITY POLYETHYLENE BODY WITH POLYMER CONCRETE RING ND COVER. THE RING SHLL BE SECURELY TTCHED TO THE BODY. ENCLOSURES, BOXES ND COVERS RE REQUIRED TO CONFORM TO LL TEST PROVISIONS OF NSI/SCTE "SPECIFICTION FOR UNDERGROUND INTEGRITY" FOR TIER 5 PPLICTIONS. SHLL BE ON THE OUTSIDE T THE TOP OF THE BSE. (THE TWO () WELDS SHLL DEVELOP THE DESIGN STRENGTH OF THE POLE SSEMBLY.) (b) MST RMS: SINGLE MEMBER TYPE: THE BRCKET RM SSEMBLY SHLL CONSIST OF TPERED LUMINUM RM, ELLIPTICL IN SHPE T THE POLE END ND TPERING TO MINIMUM OF / O.D. T THE END, MDE OF (STM B-49) LUMINUM SSOCITION LLOY 606-T6 TUBING. TRUSS TYPE MEMBER: THE UPPER ND LOWER MEMBERS SHLL BE " IPS LUMINUM PIPE, (STM B-49) LUMINUM SSOCITION LLOY 606-T6. (c) FINISH: LL HRDWRE (BOLTS, NUTS, ND WSHERS - BUT NOT INCLUDING NCHOR BOLTS) NOT OTHERWISE SPECIFICLLY DESIGNTED IN THE SPECIFICTIONS, SHLL BE LUMINUM OR STINLESS STEEL. LL MTERILS SHLL BE FURNISHED IN NTURL LUMINUM COLOR, POLE SHFTS SHLL BE FURNISHED WITH POLISHED SURFCE. (a) MIN ND SECONDRY BREKERS: THE MIN ND SECONDRY BREKERS SHLL HVE MOUNTING DIMENSIONS OF /8" WIDE X 4 /" HIGH MOUNTING HOLES SHLL BE POSITIONED TO CCOMMODTE BREKER / WIDE SIDE BY SIDE. SEE ENCLOSURE DETIL SHEET. (b) THE CONTRCTOR SHLL CONTCT THE POWER COMPNY PRIOR TO CQUIRING THE LIGHTING ENCLOSURE. N EXPOSED RINGLESS METER DESIGN ND COVER, 00 5 TERMINL METER SOCKET WITH HORN BYPSS, IS N PPROVED OPTION FOR REMOTE CCESS IF REQUIRED BY THE POWER COMPNY. GENERL MTERILS ND NOTES: () MISCELLNEOUS HRDWRE: MISCELLNEOUS HRDWRE THT REQUIRES GLVNIZING OR ELECTROPLTING SHLL CONFORM TO THE STNDRD DEPRTMENT OF TRNSPORTTION SPECIFICTIONS, LTEST EDITION, SECTION 70. (c). THE COVER SHLL BER THE LOGO "LIGHTING" CLERLY ND PERMNENTLY MOLDED OR ETCHED INTO THE COVER. JUNCTION BOXES (BOVE-GROUND): BOVE GROUND JUNCTION BOXES SHLL HVE THE NOMINL DIMENSIONS OF INCHES BY INCHES BY 6 INCHES. THE JUNCTION BOX SHLL BE MDE OF 4 GUGE SHEET METL(STEEL) WITH WELDED SEMS, KNOCKOUTS ND WETHER PROOF SCREW COVER. BOXES SHLL BE HOT DIPPED GLVNIZED IN CCORDNCE WITH STM - FTER FBRICTION. (J) WEDGE TYPE STUD BOLT NCHORS: THE CONTRCTOR SHLL INSTLL TWO /8" X " WEDGE TYPE NCHORS FOR CONDUIT CLS. THE NCHORS SHLL BE WEDGE TYPE MDE FROM CRBON STEEL MEETING ISI L4 STEEL. THE MINIMUM EMBEDDED DEPTH SHLL BE /. (K) CONDUIT CLS WITH CL BCKS: THE CONTRCTOR SHLL INSTLL " CONDUIT CLS WITH COMPTIBLE CL BCK. CLS SHLL BE HEVY DUTY STEEL TO SECURE THE " RIGID CONDUIT TO STRUCTURE. CONDUIT CLS RE TO BE 04-M Y-07 4:09 File : ka4590lss07.dgn ELECTRICL MTERIL: () PHOTO CELL: PHOTO-ELECTRIC CONTROL SHLL BE SOLID STTE TYPE, 000 W/800 V, SINGLE POLE, SINGLE THROW, TWIST LOCK MOUNTING, 05 TO 00 VOLT OPERTION. THE OPERTING LEVELS SHLL BE.6 FT. C. ON ND 0.4 FT. C. OFF, WITH N LLOWBLE 0.5 FT. C. VRINCE ON OR OFF. THE PHOTO-ELECTRIC CONTROL SHLL HVE MINIMUM OF 0 SECOND TIME DELY ND FIL IN THE ON MODE. (B) DUCT: THE DUCT FOR SECONDRY CBLE UNDERGROUND SHLL BE POLYETHYLENE DUCT WITH MINIMUM TENSILE STRENGTH OF 00 PSI DUCT TO PROVIDE FOR 40% MXIMUM FILL. THE DUCT SIZED SHLL MEET STM D485 (LTEST REVISION). (C) CONDUCTOR: CONDUCTOR SHLL BE STRNDED NNELED COPPER MEETING THE REQUIREMENTS OF STM B-8 ND STM B-. (a) SECONDRY CBLE (INDUCT): SECONDRY CBLE SHLL BE COPPER SINGLE CONDUCTOR CBLE FOR OPERTION T 600 VOLTS MXIMUM. MTERIL SHLL MEET THE PPLICBLE REQUIREMENTS OF ICE STNDRD S ND LISTED BY UL S TYPE USE- FOR DIRECT BURIL. (B) METLLIC CONDUIT: METLLIC CONDUIT SHLL BE RIGID STEEL CONDUIT MEETING THE REQUIREMENTS OF MERICN STNDRD SPECIFICTION C-80.. TRENCHING FOR CONDUIT WILL NOT BE PERMITTED THROUGH EXISTING PVEMENT. JCKING WILL NOT BE PERMITTED IN DISTRICT ONE UNLESS PPROVED BY THE ENGINEER IN CHRGE OF CONSTRUCTION. (C) METLLIC CONDUIT FITTINGS: METLLIC CONDUIT FITTINGS SHLL BE ZINC COTED ND SHLL MEET THE REQUIREMENTS OF MERICN STNDRD SPECIFICTION C-80.. (D) NON-METLLIC CONDUIT: D. RIGID POLYVINYL CHLORIDE MEETING THE REQUIREMENTS OF FEDERL SPECIFICTIONS NO. LP 06, TYPE II, ELECTRICL CLSS, GRDE C. LENGTH SHLL BER THE UNDERWRITERS, INC. LBEL. NON-METLLIC CONDUIT FITTINGS SHLL BE FBRICTED FROM POLYVINYL CHLORIDE HVING THE SME CHEMICL ND PHYSICL PROPERITIES S THE CONDUIT WITH WHICH IT IS TO BE USED. SHLL BER THE UNDERWRITERS, INC. LBEL. THE JOINTS SHLL BE MDE IN CCORDNCE WITH THE MNUFCTURERS RECOMMENDTIONS. SPCED T 0' INTERVLS. (L) CBLE GRIP SUPPORTS: THE CONTRCTOR SHLL INSTLL ONE () CBLE SUPPORT GRIP IN RODWY LIGHTING POLE. THE CBLE SUPPORT GRIP SHLL BE MDE OF HIGH GRDE, NON-MGNETIC TIN COTED BRONZE STRND. THE CBLE SUPPORT GRIP SHLL BE CPBLE OF SECURING TWO () #0 WG TYPE USE- CBLES IN VERTICL POSITION HOLDING THE WEIGHT OF THE CBLES ND CBLE CONNECTORS OFF THE SSEMBLY. SEE RODWY LIGHTING DETILS SHEET. (M) LL WELDS SHLL BE SMOOTH CLEN DENSE DEPOSIT THT WILL EXCLUDE MOISTURE ND CONFORM TO.W.S. SPECIFICTION D. (LTEST REVISION). FIELD WELDS WILL NOT BE LLOWED. (N) GROUND RODS SHLL BE COPPER CLD STEEL, / DIMETER BY 0' LONG. 5/8/6 Revised Min. Lumen Requirement C.E. B.D.G. //6 /5/5 dded LED language (D) Revised Enclosure Options (G)(b) C.E. C.E. B.D.G. B.D.G. DEPRTMENT OF TRNSPORTTION CONSTRUCTION ND MTERIL REQUIREMENTS FOR HIGHWY LIGHTING (CONVENTIONL) TE07 0/05/05 PP'D DESIGNED V.H. DETILED V.H. QUNTITIES C..L. DETIL CK. C..L. QUN. CK. Brian D. Gower Sh. No. 7

8 SUMMRY OF ELECTRIC LIGHTING SYSTEM QUNTITIES (HRDWRE) SUMMRY OF ELECTRIC LIGHTING SYSTEM QUNTITIES (LIGHT STNDRDS) SUMMRY OF ELECTRIC LIGHTING SYSTEM QUNTITIES (TOWER) STTE PROJECT NO. YER K ITEM UNIT QUNTITY ITEM UNIT QUNTITY SOLID STTE PHOTO CELL 40' MOUNTING HEIGHT LIGHT STNDRD WITH 5' MSTRM 000 WTT, PEK LED UTO TRNSFORMER BLLST, METL HLIDE, SYMMETRIC ENCLOSURE/CONTROLLER JUNCTION BOX (" X " X 6") CBLE CONNECTORS WTT, UTO REGULTOR BLLST, HIGH PRESSURE SODIUM 50 WTT, 6,000 LUMEN, HIGH PRESSURE SODIUM, 4,000 L HOUR 000 WTT, PEK LED UTO TRNSFORMER BLLST, METL HLIDE, SYMMETRIC 000 WTT, 0,00 LUMEN, METL HLIDE, VERTICL BURNING,,000 HOUR L 50,000 LUMENS LED S, OZ EXPNSION JOINT FRNGIBLE BSE 60 LUMENS PER WTT, BUG RTING OR LESS, 00,000 HR LIFE CBLE SUPPORT GRIP 7 CONCRETE BSE FOR LIGHT STNDRD RISE ND LOWER DEVICE 600 VOLT /C SECONDRY CBLE WITH GROUND WIRE (IN DUCT) 8.W.G. 00 0,000 LUMENS LED S, 60 LUMENS PER WTT, BUG RTING OR LESS, 00,000 HR LIFE 7 " HEVY DUTY REVERSIBLE DRILL STEP DOWN TRNSFORMER 600 VOLT /C SECONDRY CBLE WITH GROUND WIRE (IN DUCT) 0.W.G VOLT /C SECONDRY CBLE WITH GROUND WIRE (IN DUCT).W.G. SUMMRY OF ELECTRIC LIGHTING SYSTEM QUNTITIES 600 VOLT /C SECONDRY CBLE WITH GROUND WIRE 8.W.G (MISCELLNEOUS ITEMS) BID ITEM 600 VOLT /C SECONDRY CBLE WITH GROUND WIRE.W.G. TRENCH ND BCKFILL ITEM UNIT QUNTITY 095 ITEM UNIT QUNTITY ELECTRIC LIGHTING SYSTEM L.S. Lump Sum 600 VOLT /C SECONDRY CBLE #0.W.G. REMOVL OF CONCRETE BSE HIGH MST LIGHT TOWER (00')( CONCRETE BSE) HIGH MST LIGHT TOWER (0')( CONCRETE BSE) GROUNDWIRE, #6.W.G.SOLID BRE COPPER 000 HIGH MST LIGHT TOWER (0')( CONCRETE BSE) HIGH MST LIGHT TOWER (00') " METLLIC CONDUIT 7500 THE FOLLOWING COMPNIES HVE RISE ND LOWERING DEVICE THT HS BEEN CCEPTED BY THE DEPRTMENT HIGH MST LIGHT TOWER (0') " METLLIC CONDUIT OF TRNSPORTTION : MERICN HIGH MST, EGLE HIGH MST LIGHTING CO., CROLIN HIGH MST, METROLUX, STRUS, ND HIGH MST LIGHT TOWER (0') " METLLIC CONDUIT HLOPHNE. DDITIONL COMPNIES DESIRING PPROVL BY THE KDOT MUST INSTLL ONE RISE ND LOWERING DEVISE ON POLE 04-M Y-07 4:09 File : ka4590lss09.dgn " 90 DEGREE PVC CONDUIT BENDS RDIUS " SCHEDULE 40 PVC " SCHEDULE 40 PVC " SCHEDULE 80 PVC " 90 DEGREE SCHEDULE 40 PVC CONDUIT BENDS RDIUS 8" x " WEDGE TYPE NCHOR BOLTS LUMINUM TRIPLEX #4.W.G. (ERIL) " CONDUIT CLS W/ CL BCKS GROUND RODS WITH CLS X 0' PROVIDED BY THE KDOT IN TOPEK, OR ON NOTHER POLE S PPROVED. THE INSTLLTION WILL BE REVIEWED ND TESTED BY KDOT PRIOR TO PPROVL ON THIS PROJECT. LL SSOCITED COSTS WILL BE THE RESPONSIBILITY OF THE MNUFCTURERS/CONTRCTORS. TOWER SHLL BE INSPECTED BY FCTORY REPRESENTTIVE OF THE RISE ND LOWER DEVICE MNUFCTURER PRIOR TO FINL CCEPTNCE OF THE PROJECT BY THE DEPRTMENT OF TRNSPORTTION. NOTE:LINER QUNTITIES RE PPROXIMTE ND INCLUDED FOR INFORMTION ONLY. THE CONTRCTOR SHLL CONDUCT LL WORK, ND FURNISH ND INSTLL LL EQUIPMENT NECESSRY, TO INSURE COMPLETE ND STISFCTORY OPERTION OF THE ELECTRIC LIGHTING SYSTEM WHETHER SPECIFICLLY MENTIONED OR NOT. NOTE:FOR DDITIONL CONSTRUCTION QUNTITES, SEE THE FOLLOWING, S PPLICBLE:. CONSTUCTION ND MTERIL REQUIREMENTS ND QUNTITIES FOR SIGN LIGHTING. UNDERDECK LIGHTING DETIL.. FOOTING DETILS & ENGINEERING GEOLOGY FOR FOOTING LENGTHS. THE BID ITEM HIGH MST LIGHT TOWER" INCLUDES LL WORK PERSONS, TOOLS, EQUIPMENT ND NEW HRDWRE NECESSRY TO COMPLETE THE WORK. ITEMS NOT SPECIFICLLY CLLED OUT RE SUBSIDIRY TO OTHER BID ITEMS. 5/8/6 Chg'd min lumen/chg'd tower bases to C.E. B.D.G. //6 // dd LED info & Straus R&L, Chg'd Wiring Chg'd Bid Items & dd " PVC Conduit V.H. V.H. B.D.G. B.D.G. DEPRTMENT OF TRNSPORTTION CONSTRUCTION QUNTITIES FOR ELECTRIC LIGHTING SYSTEM TE09 /5/0 PP'D Brian D. Gower DESIGNED V.H. DETILED V.H. QUNTITIES B.D.G. DETIL CK. B.D.G. QUN. CK Sh. No. 8

9 STTE PROJECT NO. YER ) Design Speed: Those items delegated to temporary traffic control should be designed and installed using the posted/legal speed of K the roadway prior to 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 40 mph or less) Concrete safety barrier system * ) Consideration should be made to seperate 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 are not confronted with midblock work sites that will induce them to attempt skirting the work site or making a midblock crossing. 4) When existing pedestrian facilities are disrupted, closed, or relocated, the temporary facilities shall be detectable and include accessiblity features consistent with the features present in the existing pedestrian facility. 5) When the driving surface open to traffic is milled, is a temporary surface made of loose material, or when directed by the engineer use the W8-5 (Grooved Pavement) or W8-7(Loose Gravel) a "C" distance after the W0- (Road Work head) on mainline approaches. Signs may be used with the W8-5p motorcycle plaque as directed by the engineer. Display signs in advance of the condition as long as the condition is present. rrow display C B Distance Distance Distance Buffer Taper "L" space Work space Downstream Taper dvanced warning area taper Transition ctivity area Termination area rea TYPICL WORK ZONE COMPONENTS * When concrete barrier system is used, portable channelizing devices are not needed along the tangent barrier section. Minimum advance warning sign spacing (in feet): Taper Formulas: 6) lternative temporary rumble strip options may be available. Please contact the Temporary Traffic Control Unit for more information at SPEED (MPH) B C L = WS for speeds of 45 MPH or more or URBN (40 MPH OR LOWER) L = WS /60 for speeds of 40 MPH or less URBN (45 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) prior to work starting in MPH W =Width in offset feet EXPRESSWY/FREEWY 000 Posted speed prior to work starting Shifting taper=/ L 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. 04-M Y-07 4:09 File : ka4590css700.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 seperate 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. (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 must slope downward in the direction traffic is expected to pass /8/5 Channerlizer spacing info R.W.B. K.E. DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL GENERL NOTES TE700 08/8/5 DESIGNED B..H. DETILED R.W.B DETIL CK. PP'D Kristina Ericksen QUNTITIES QUN. CK Sh. No. 9

10 STTE PROJECT NO. YER K " MIN. ORNGE ORNGE " MIN. ORNGE WHITE PPROX. 6" WHITE 6" TO 8" 6" TO 8" MIN. WHITE 6" TO 8" 6" TO 8" WHITE ORNGE 8" MIN. " " " TO 6" " 6" MIN. " TO 6" " DRUM CONICL TUBULR MRKER TRFFIC CONE DELINETOR Striping as shown for up to. MIN. HND TRILING 45 6" 6" " " EDGE WHITE 8" MIN. ORNGE " MX. 6" " MX. 6" MIN. 6" MIN. MIN " " MIN. 8" MX. DETECTION SUPPORT DEVICE PLTE ORNGE 8" MIN. WHITE " MX. HEIGHT channelization. TYPE BRRICDE For rails less than 6" long, wide stripes may be used. ll stripes shall slope downward to the traffic side for VERTICL PNEL The stripes shall slope downward to the traffic side for channelization. DIRECTION INDICTOR BRRICDE The stripes shall slope downward in the direction traffic is to pass. The direction indicator barricade shall be used in series to direct the motorist into the intended lane of travel. PEDESTRIN CHNNELIZER. 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. 04-M Y-07 4:09 File : ka4590css70.dgn ITEM PORTBLE FIXED Drums Conical Delineators Vertical Panels LOCTION Direction Indicator Barricade Type Barricade Traffic Cones Tubular Markers Vertical Panels () NO () Cross-overs Shoofly Diversions () () () () () (,) YES () () () () () NO () May be used upon the approval of the engineer. (4) Daytime operations only. Tangents NO NO NO () () () Tapers NO () Ram ps () NO () () () () () () Head to Head NO Object Identifier (,) Lead-in Devices NO NO NO NO NO NO (4) (4) (4) NO (4) (4) (4) () Not allowed on centerline delineation along freeways or expressways. () The stripes shall slope downward to the traffic side for channelization. NO NO () Gores 4. lternate pathways shall be firm, stable, and slip resistant. 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. DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL CHNNELIZING DEVICES TE70 06/0/5 PP'D Kristina Ericksen DESIGNED L.E.R. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No. 0

11 SIGN LYOUT INFORMTION STTE PROJECT NO. YER K ' - ' * ' Min. END ROD WORK KG0- WI T FO R PILOTCR KG0-5 WORK ZONE KM4-O NEXT X MILES W7-a EXPWY/FREEWY " C 6" C 48"x EXPWY/FREEWY x 6" EXPWY/FREEWY 6" C 48"x 6" C 48"x " Mileage to be determined by the engineer. GROOVED PVEMENT W8-5 LOOSE GRVEL W8-7 W8-5p EXPWY/FREEWY 8" D EXPWY/FREEWY 8" D EXPWY/FREEWY 0"x Bottom Edge of of sign traveled way Roadway 5' M IN. Edge of Rural shoulder 6' Min. ) Ground-mounted signs shall be mounted at a minimum height of 5' measured from the bottom of sign to the near edge of the pavement. ) Large signs having an area exceeding 50 square feet installed on multiple breakaway posts shall be mounted a minimum of 7' above the ground. ) The height of the secondary sign mounted below another sign may be Roadway * 7' Min. From top of curb Urban Face of curb Bottom of sign ) Signs shall be mounted at a minimum height of 7' measured from the bottom of sign to the near edge of the pavement. ) Neither portable nor permanent sign supports should be located on sidewalks or areas designated for pedestrian or bicycle traffic. ) Signs mounted lower than 7' should not project more than into pedestrian facilities. Y GIVE 'EM BRKE 48" KI-04a 4'-0" FINES 5" 8" 7" 9" " 9" " " 5" 48" SIGN NUMBER GIVE EM BRKE WIDTH x HEIGHT 4'-0" x 4'-0" BORDER WIDTH.0" CORNER RDIUS 4.0" STRIPE WIDTH.0" MOUNTING BCKGROUND LEGEND/BORDER LEGEND FONT STRIPES SIGN NUMBER WIDTH x HEIGHT BORDER WIDTH 0.9" GROUND TYPE: NON-REFLECTIVE COLOR: BLCK TYPE: REFLECTIVE COLOR: WHITE DUTCH 80 ROMN SWC 5 DEGREE SLNT TYPE: REFLECTIVE COLOR: ORNGE FINES DOUBLE 4'-0" x '-0" W8-7 EXPWY/FREEWY UNEVE N LNES W8- EXPWY/FREEWY 8" D 4' measured from the bottom of the sign to the near edge of the pavement. Signs shall not overlap each other. 4) The height from of the secondary sign mounted below another sign may be 6' measured from the bottom of sign to the near edge of the pavement. Signs shall not overlap each other. 5) Large signs having an area exceeding 50 square feet installed on multiple breakaway posts shall be mounted a minimum of 7' above the ground. 0,0 DOUBLE IN WORK ZONES 4.8"."." KI-05a 8" " X '-0" CORNER RDIUS MOUNTING BCKGROUND LEGEND/BORDER.0" GROUND TYPE: REFLECTIVE COLOR: WHITE TYPE: NON-REFLECTIVE COLOR: BLCK SHOULDER DROP-OFF W8-7P EXPWY/FREEWY 0"x * 6) Pedestrian detour signing shall be a minimum of ' measured from the top of the pedestrian pathway to the bottom of the sign and shall not protrude into the walkway nor shall it project beyond the back of curb. Y FONT.0 D DIMENSIONS IN INCHES F I N E S SPCINGS RE TO STRT OF NEXT LETTER LETTER SPCINGS HT LEN (OPTIONL).0 D D O U B L E Type "" low intensity warning light mounted to action warning sign post 4.0 D I N W O R K Z O N E S FLG STFF 04-M Y-07 4:09 File : ka4590css70.dgn NB US-75 CLOSED FOLLOW SP-0 (SPECIL SIGN) SP-0 DETOUR US-75 CLOSED FOLLOW DETOUR (SPECIL SIGN) 6" C UPPERCSE: LOWERCSE: EXPWY/FREEWY 6" C 0" D EXPWY/FREEWY UPPERCSE: 0" D 4.5" C LOWERCSE: 8" D LL CITY NMES ND STREET NMES ON SPECIL SIGNS ND DESTINTION SIGNS MUST HVE UPPER ND LOWER CSE LETTERS. 45 TO 45 TO FLG When the sign width is equal to or greater than 9', three or more wood posts may be used with a minimum of 4' between the centerline of each post. ll signs less than 9' in width shall use a maximum of two wood posts. In the case of hitting rock when driving posts. Shift the sign location. Do not violate minimum sign spacing.. With the engineer's approval, use acceptable alternative sign stands. Notes: Typically, there are two sets of informational signs installed per project: one for each direction of traffic. Install signs a minimum of 500' in advance of the road work ahead sign. The engineer may designate a more appropriate location if conditions dictate. The informational signs are not to interfere with the traffic control signs for the project. DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL SIGN INFORMTION TE70 06/0/5 PP'D Kristina Pyle DESIGNED R.W.B. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No.

12 Perforated square steel tube (P.S.S.T.) post setup Wood post STTE PROJECT NO. YER setup " " K /8" dia. holes /8" dia. holes Direction of traffic at 6" centers Direction of traffic at 6" centers Sign post B B Sign post /" 5 /" x S4S C Post = C Footing L L /" 5 /" Install corner bolt at ground level 8" Min. splice length Install corner bolt at both ends and at ground line treated wood post Ground line 4 /" 4 / /" dia. hole x 6" s4s treated wood post Ground line Section - /" Section B-B /" /" Max. Ground line 8" Min. gap /" Max. post anchor sleeve Ground line Min. Undisturbed earth or compacted fill min. Undisturbed earth or compacted fill /" 6" Min. B B 6" Max. Post anchor Post anchor Side elevation Side elevation x Wood post in soil x 6" Wood post in soil Front elevation 4 Min. 4 Min. See TE70 for additional Undisturbed earth or compacted fill Undisturbed earth or compacted fill details and requirements Notes: lb/f U-Channel Sign post (splice post to non-impacting side Place two bolts at both ends of the splice through the holes nearest the ends of the splice. P.S.S.T. detail Telescoping P.S.S.T. detail setup of stub) Use manufacturer recommended spacers over the bolts between the spliced pieces of U-Channel. Top of stub Install bolts at both 8" Min. Section - ends of the splice lap splice Spacer 04-M Y-07 4:09 File : ka4590css7.dgn Post anchor 5/6" Std. Sign post corner bolt 5/6" Hex jam nut Section - Details for ", /, or /" sign posts Place bolts in the same corner along each sign post. Post anchor Post anchor sleeve Sign post Section B-B 5/6" Std. corner bolt 5/6" Hex jam nut Min. from bottom of splice to ground line (impact side) Ground line Stub post Undisturbed earth or compacted fill Bottom of sign post Ground line Min. Bottom of stub 8 Min. stub post length Direction Of travel Sign post Stub DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL SIGN POSTS TE7 06/0/5 PP'D Kristina Pyle DESIGNED B..H. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No.

13 STTE PROJECT NO. YER K Work Space 5OO' (Min.) Notes: W 0- WORK ROD OFF SHOULDER- WITHIN THE CLER ZONE 48"x KG0- ROD WORK END No traffic control is required if the work space is located outside of the clear zone. 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. END ROD WORK KG0-48"x ROD WORK W 0-5OO' (min.) 04-M Y-07 4:09 L/ Buffer Space Work Space 5OO' (Min.) File : ka4590css70.dgn Channelizing device head, 500 ft, or mile W -5 WORK SHOULDER ON SHOULDER Omit taper if paved shoulder is less than 8' wide. 48"x KG0- ROD WORK END DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL SHOULDER WORK UNDIVIDED RODWY TE70 06/0/5 PP'D Kristina Ericksen DESIGNED L.E.R. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No.

14 STTE PROJECT NO. YER K Work space 500' (Min.) Notes: 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. W 0- WORK ROD OFF SHOULDER- WITHIN THE CLER ZONE 48"x KG0- ROD WORK END For operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with a high-intensity rotating, flashing, oscillating, or strobe light is used. Work Space B 500' L/ Buffer Space 500' (Min.) 04-M Y-07 4:09 W 0- WORK ROD W -5B CLOSED SHOULDER RIGHT x 8" W 7- X MILES NEXT CLOSED SHOULDER RIGHT ON SHOULDER 48"x KG0- ROD WORK END File : ka4590css7.dgn Length to the nearest whole mile Channelizing device head, 500 ft, or mile head, 000 ft, 500 ft or mile W -5 Omit taper if paved shoulder is less than 8' wide. Eliminate W7- if shoulder is closed for less than miles. DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL SHOULDER WORK DIVIDED HIGHWY TE7 06/0/5 PP'D Kristina Ericksen DESIGNED L.E.R. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No. 4

15 STTE PROJECT NO. YER K SHIFTING TPER DETIL dd signs and devices as shown for work inside a closed lane that extends near to (or into) the open traffic lane. White WORK SPCE Taper Begin Taper End L/ L/ Taper Begin Taper End W -4L W -4R The double reverse curve (W4-, W4-a or W4-b) may be used if the tangent distance between the two reverse curves is less than 600' (feet). Only one W4- is required to be placed at an "" distance in advance of the shifting taper. White WORK SPCE C B B/ B/ B/ /4 L Buffer space 00' 500' 500' (Min.) rrow display 04-M Y-07 4:09 SPEED LIMIT R- 48"x 60" END ROD WORK KG0-48"x LNE CLOSED W 0-5 NEXT X MILES W 7- x 8" W 4-R WORK ZONE KM "x " SPEED LIMIT R- 48"x 60" DO NOT PSS R4-48"x 60" SPEED LIMIT W -5 LNE CLOSED W 0-5 ROD WORK W 0- File : ka4590css744.dgn Type barricades Length to the nearest whole mile Channelizing device head, 500 ft, or mile head, 000 ft, 500 ft, or mile Right or left Speed to be determined by the Engineer Type "" low intensity warning light For left lane closures use W4-L and yellow edge line along channelizing devices. The W0-5 ( Lane Closed) and W7- (Next X Miles) signs should be placed at mile increments on a project of 4 miles or longer. Left-side signs shall be omitted for a four-lane undivided highway. One flagger should be stationed within each multi-lane roadway activity area where work is in a closed lane adjacent to traffic and not seperated by a concrete safety barrier system. DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL LNE CLOSURE ON MULTI LNE HWY TE744 06/0/5 PP'D Kristina Ericksen DESIGNED B..H. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No. 5

16 STTE PROJECT NO. YER Summary Of Traffic Control Devices (Each) Work Zone Sign (Special) Summary Of Traffic Control Devices () Quantity Most Used On The Project t ny One Time Work Zone Signs (O To 9.5 Sq.Ft.) Work Zone Signs (9.6 To 6.5 Sq.Ft.) Work Zone Signs (6.6 Sq.Ft. & Over) Recapitulation Of Quantities K Item Quantity Unit Sign No. 6.5 Sq.Ft. & Less 6.6 Sq.Ft. & Over Sign No. Work Zone Signs Size - Sq.Ft & Over W0-7 Work Zone Barricades (Type - 4' To ') Work Zone Barricades (Pedestrian) Channelizer (Fixed) Channelizer (Portable) Channelizer (Pedestrian) Work Zone Warning Light (Type "" Low Intensity) Work Zone Warning Light (Red Type "B" High Intensity) rrow Display Portable Changeable Message Sign Pavement Marking (Temporary) Solid (Type I) Solid (Type II) Broken (8.0') (Type I) Broken (8.0') (Type II) Broken (.0') (Type I) Broken (.0') (Type II) Dotted Extension (Type I) Dotted Extension (Type II) Solid (Line Masking Tape) Broken (Line Masking Tape) Symbol (Type I) Each Symbol (Type II) Each Flexible Raised Pavement Marker ( Broken (8.0')) Flexible Raised Pavement Marker ( Broken (.0') ) Pavement Marking Removal Lin. Ft. Work Zone Sign (Special) (6.5 Sq. Ft. & Less) Each Work Zone Sign (Special) (6.6 Sq. Ft. & More) Each Rigid Raised Pavement Marker (Type I) Each Rigid Raised Pavement Marker (Type II) Each Traffic Signal Installation (Temporary) Lump Sum Traffic Control (Initial Set Up) Lump Sum Traffic Control Lump Sum Lump Sum Flagger (Set Price) Hour 04-M Y-07 4:09 File : ka4590css795.dgn Barricades Channelizing Devices Type Pedestrian Fixed Portable Pedestrian (4' To ') Lighted Devices Work Zone Warning Light (Type "" Low Intensity) Work Zone Warning Light (Red Type "B" High Intensity) rrow Display Portable Changeable Message Sign DEPRTMENT OF TRNSPORTTION TRFFIC CONTROL SUMMRY OF DEVICES RECPITULTION OF QUNTITIES TE795 06/0/5 PP'D Kristina Ericksen DESIGNED B..H. DETILED R.W.B. QUNTITIES DETIL CK. QUN. CK Sh. No. 6