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ST9602-SP 990729 ***~****~************** ************************************************~** SIGNALS & AIGNING MASTER GENERAL NOTES * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS CO~TY * ~ FM ~ *CONT ~-~-~ * GENERAL NOTES AND SPECIFICATION DATA-- MARK-UPS 07/29/99 * THE CONSTRUCTION, OPE~TION ~D ~INTEN~CE OF THIS PROPOSED PROJECT * S~LL BE CONSISTENT WITH THE STATE IMPLM~ATION P~ AS PREPARED BY * THE TE~S'AIR CONTROL BOARD. * THE FOLLOWING ST~D DETAIL SHEETS ~ BEEN MODIFIED: '* *******FOR RDS GENESTED CROSS SECTIONS***************************** * IN ADDITION, A DOS FO~TTED DISKETTE CONTAINING THE FOLLOWING DATA * FILES WITH DISCLAIMER WILL BE AVAILABLE AT THE DISTRICT OFFICE FOR THE * PURPOSE OF ~KING COPIES FOR PROSPECTIVE BIDDERS, AT NO C~RGE: * -CROSS SECTION CENTERLINE (HORIZONTAL ALIG~T G) * -ORIGINAL GRO~D'CROSS SECTIONS * -PROPOSED DESIGN CROSS SECTIONS * (THE DATA ON THIS DISKETTE IS FOR NON-CONSTRUCTION PURPOSES ONLY ~D IT * IS THE RESPONSIBILITY OF THE PROSPECTI~ BIDDER TO VALIDATE THE * ~CLOSED DATA WITH APPROPRIATE PLUS, SPECIFICATIONS ~ ESTI~TE FOR * THE PROJECT(S). PLEASE NOTE ALSO T~T THE TXDOT WORKSTATION VERSION OF * RDS IS NOT COMPATIBLE WITH THE PC ~SHTO ~RSION OF RDS DUE TO * INFOETION PLACED IN DIFFERENT COL~S.) * IT~ 8: * *********FOR ST~D-ALO~ ~LTI-LOCATION SIGNAL PROJECTS ONLY*********** * ~EN~R THE WO~ PROVIDED FOR ~D CONT~PLATED ~ER THE CO~CT ~S * BEEN FO~ BY THE ENGINEER, BASED UPON * SATISFACTORILY COMP, LETED ON~ INDIVIDUAL SIGNALIZED INTERSECTION * ~D/OR ~CH I~ERCO~ECTED OR COORDINATED SYSTEM OF SIGNALIZED * I~?ERSECTIONS AS SHO~ IN THE PLUS, FINAL CLE~ING UP OF SAID * SIGNALIZED I~ERSECTION ~S BEEN PERFOXED ~ THE T~FFIC SIGNAL * EQUIPM~ SUPPLIED BY THE CONT~CTOR ~S OPE~TED CONTI~OUSLY FOR A * MINI~ OF THIRTY (30) DAYS IN A SATISFACTORY ~ER, THE CONT~CTOR * WILL BE REL~SED FROM FURTHER~I~EN~CE ON T~T P~TICUL~ * INTERSECTION. SUCH PARTIAL ACCEPT~CE WILL BE ~DE IN ~ITING ~D * S~LL IN NO WAY VOID OR ALTER ~ TE~S OF THE CONTACT. * SPECIFICATION DATA * 09/19 SHEET A * *F.R- DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 502~, BARRICADES, SIGNS AND TRAFFIC HANDLING: , * THE TRAFFIC CONTROL PLAN (TCP) FOR THIS PROJECT SHALL BE AS DETAILED ON * STANDARD PLAN SHEETS WZ(BTS-1)-97(M), WZ(BTS-2)-97(M), WZ (NOTES) -97 (M) * AND AS PROVIDED FOR IN THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL * DEVICES FOR STREETS AND HIGHWAYS". , * ALL BARRICADES AND WARNING SIGNS SHALL HAVE TYPE C - HIGH SPECIFIC * INTENSITY SHEETING- , * ALL WARNING SIGNS FOR BARRICADES SHALL BE 1.2M X 1.2M (48"X 48"). , * BARRICADES AND WARNING SIGNS, AS APPROPRIATE, SHALL BE PLACED AT * STOCKPILES TO ADEQUATELY WARN MOTORISTS. AT ALL STOCKPILE SITES THAT * ARE LESS THAN 9.14M (30 FEET) FROM THE EDGE OF ANY TRAVELED LANE, A * TYPE III BARRICADE SHALL BE ERECTED IMMEDIATELY IN FRONT OF OR AT EACH * END IF REQUIRED BY THE ENGINEER. WHEN A STOCKPILE SITE EQUALS OR * EXCEEDS 30.5M (100 FEET) IN LENGTH, ONE OBJECT MARKER (OM-2HP) PER * 30.5M (100 FEET) SHALL BE PLACED ALONGSIDE THE STOCKPILE. , * THE CONTRACTOR SHALL PLAN HIS WORK SEQUENCE IN A MANNER THAT WILL CAUSE * THE MINIMUM INTERFERENCE WITH TRAFFIC DURING CONSTRUCTION OPERATIONS. * BEFORE BEGINNING WORK ON THIS PROJECT, THE CONTRACTOR SHALL SUBMIT, FOR * APPROVAL BY THE ENGINEER, A PLAN-OF CONSTRUCTION OPERATIONS OUTLINING * IN DETAIL A SEQUENCE OF WORK TO BE FOLLOWED, SETTING OUT THE METHOD OF * HANDLING TRAFFIC ALONG, ACROSS, AND'ADJACENT TO WORK. , * IF, AT ANY TIME DURING CONSTRUCTION, THE CONTRACTOR'S PROPOSED PLAN OF * OPERATION FOR HANDLING TRAFFIC DOES NOT PROVIDE FOR SAFE, COMFORTABLE * MOVEMENT, THE CONTRACTOR SHALL IMMEDIATELY CHANGE HIS OPERATIONS TO * CORRECT THE UNSATISFACTORY CONDITION. THE SEQUENCE OF WORK AS OUTLINED * ON THE PLANS IS A GUIDE ONLY AND MAY BE REVISED BY THE CONTRACTOR WITH * THE APPROVAL OF THE. ENGINEER. , * SUBJECT TO THE APPROVAL OF THE ENGINEER, PORTIONS OF THIS PROJECT, * WHICH ARE NOT AFFECTED BY OR IN CONFLICT WITH THE PROPOSED METHOD OF * HANDLING TRAFFIC OR UTILITY ADJUSTMENTS, CAN BE CONSTRUCTED DURING ANY * PHASE. , * DURING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN * VERTICAL PANELS ALONG THE EDGE OF PAVEMENTS AND FILLS IN ACCORDANCE * WITH THE THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR * STREETS AND HIGHWAYS" THE VERTICAL PANELS SHALL BE SUPPLEMENTED WITH * LIGHTS AS DIRECTED BY ENGINEER. , , * SPECIFICATION DATA , * 09/19 SHEE~ B * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 502, BARRICADES, SIGNS AND TRAFFIC HANDLING:, CONT'D * BARRICADES AND SIGNS SHALL BE PLACED IN SUCH A MANNER AS TQ NOT * INTERFERE WITH THE SIGHT DISTANCE OF DRIVERS ENTERING THE HIGHWAY FROM * DRIVEWAYS OR SIDE ~TREETS. TO FACILITATE SHIFTING, BARRICADES AND * SIGNS USED IN LANE CLOSURES OR TRAFFIC STAGING MAY BE ERECTED AND * MOUNTED ON PORTABLE SUPPORTS. THE DESIGN OF THESE SUPPORTS ARE SUBJECT * TO THE APPROVAL OF THE ENGINEER. , * THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FLAGGERS AT SUCH POINTS AND * FOR SUCH PERIODS OF TIME AS MAY BE REQUIRED TO PROVIDE FOR THE SAFETY * AND CONVENIENCE OF PUBLIC TRAVEL AND CONTRACTOR'S PERSONNEL, AND AS * SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THESE FLAGGERS * SHALL BE LOCATED AT EACH END OF THE LANE CLOSURE AND SHALL BE PROPERLY * ATTIRED. THE TWO FLAGGERS SHALL BE IN TWO WAY RADIO CONTACT WITH EACH * OTHER AT ALL TIMES. PADDLES WILL BE REQUIRED FOR THIS PROJECT. , * THE CONTRACTOR WILL NOT BE PERMITTED TO COMMENCE WORK ON THE ROAD * BEFORE SUNRISE AND SHALL ARRANGE HIS WORK SO THAT NO MACHINERY OR * EQUIPMENT SHALL BE CLOSER THAN 9.14M (30 FEET) TO THE TRAVELED ROADWAY * AFTER SUNSET EXCEPT AS AUTHORIZED BY THE ENGINEER. , * THE CONTRACTOR SHALL KEEP TRAVELED SURFACES USED IN HIS HAULING * OPERATION CLEAR AND FREE OF DIRT OR OTHER MATERIAL. , * THE USE OF RUBBER-TIRED EQUIPMENT WILL BE REQUIRED FOR MOVING DIRT AND * OTHER MATERIALS ALONG OR ACROSS PAVED SURFACES. , * WHERE THE CONTRACTOR DESIRES'TO MOVE ANY EQUIPMENT NOT LICENSED FOR * OPERATION ON PUBLIC HIGHWAYS ON OR ACROSS ANY PAVEMENT, THE CONTRACTOR * SHALL PROTECT THE PAVEMENT FROM ALL DAMAGE AS DIRECTED BY THE ENGINEER. , , * NO LANE CLOSURES WILL BE ALLOWED PRIOR TO 8:30 A.M. OR AFTER 4:00 P.M., * MONDAY THRU FRIDAY UNLESS OTHERWISE DIRECTED BY THE ENGINEER. , * IF AT ANY TIME THE EXISTING TRAFFIC SIGNALS BECOME INOPERATABLE, THE * CONTRACTOR SHALL PROVIDE PORTABLE STOP SIGNS WITH TWO ORANGE FLAGS, AS * APPROVED BY THE ENGINEER, TO BE USED FOR TRAFFIC CONTROL. , , * ' ~ FACILITIES FOR FIELD OFFICE AND LABORATORY: , , * SPECIFICATION DATA , , * 09/19 SHEET C , * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * C NOTES AND SPECIFICATION DATA-- , , * ITEM 504, FACII FOR FIELD OFFICE AND LABORAT( D * AN ALL WEATHER PARKING STATE VEHICLE~ BE PROVIDED * ADJACENT TO THE FIELD OFFICE. SHALL BE ENCLOSED IN A * 1.83M (6 FOOT) HIGH FENCE. A JE GATE SHALL BE PROVIDED. * THIS PARKING AREA SHALL NOT FOR~Ma~CTLY BUT WILL BE CONSIDERED * SUBSIDIDARY TO THE lID ITEMS. 0~0 , * ALL BEAM BEELEVATED A MINIMUM T) ABOVE * THE , , * ITEM 506, TEMP. EROSION, SED. AND WATER POLL. PREV. AND CONTROL: , , * THE SW3P FOR THIS PROJECT SHALL CONSIST OF USING THE FOLLOWING ITEMS AS * DIRECTED BY THE ENGINEER: , * ITEM 5003 - BALED HAY FOR EROSION AND SEDIMENTATION CONTROL * ITEM 5012 - TEMPORARY SEDIMENT CONTROL FENCE , * THIS WORK WILL BE PAID FOR UNDER THEIR RESPECTIVE BID ITEMS. , , * ITEM 531, SIDEWALKS: , , * SAW CUTTING AND REMOVAL OF EXISTING CONCRETE, EXCAVATION AND EMBANKMENT * WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO * THIS ITEM. OLD CONCRETE SHALL BE REMOVED IN ACCORDANCE WITH ITEM 104, * EXCEPT FOR MEASUREMENT AND PAYMENT. , , * ITEM 536, CONCRETE MEDIANS AND DIRECTIONAL ISLANDS: , , * SAW CUTTING OF EXISTING MEDIAN AND REMOVAL OF EXISTING CONCRETE SHALL * BE DONE IN ACCORDAlqCE WITH ITEM 104. THIS WORK WILL NOT BE PAID FOR * DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. , * * , LUMINATION ASSEMBLIES: * *' LLASTS SHALL BE RATED FOR OPERATION AT 240 VOLTS. , , , * SPECIFICATION DATA , , * 09/19 SHEET D , ****************************************************~****~**************~ * *F.R. DIV. 6 * TEXAS * ~ * SHEET , , * * DALLAS COUNTY * HWY FM'XXXX *CONT XXXX-XX-XXX , , , * .RAL NOTES AND SPECIFICATION DATA-- , , * ITEM 610, ILLUMINATION ASSEMBLIES:, CONT * EACH LUMINAIRE ITS OWN PHOTOCELL. , * WHEN LUMINAIRES ARE TO BE MAST ARM POLES, A SEPARATE * TERMINAL STRIP IN THE SIGNAL PO] COMPARTMENT SMALL BE PROVIDED. * THE TERMINAL STRIP SHALL TYPE 104SN OR KULRA TYPE * 985-GP-4 OR , * THE THE+SERVICE POLE TO THE IP'SMALL BE * NO. 8 WIRE. THE CONDUCTORS FROM THE TERMINAL STRIP * SMALL BE'NO. 12 XHHW WIRE. , , * ITEM 618, CONDUIT: , , * THE CONTRACTOR SHALL SECURE PERMISSION FROM THE PROPER AUTHORITY AND * THE APPROVAL OF THE ENGINEER BEFORE CUTTING INTO OR REMOVING ANY * SIDEWALKS OR CURBS, WHICH MIGHT BE REQUIRED IN MAKING THE INSTALLATION. , , * THE LOCATION OF CONDUITS AND GROUND BOXES ARE DIAGRAMMATIC ONLY AND MAY * BE SHIFTED BY THE ENGINEER TO ACCOMMODATE FIELD CONDITIONS. , * CONDUIT SHALL BE PLACED UNDER EXISTING PAVEMENT BY AN APPROVED BORING * METHOD UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PITS FOR BORING * SMALL NOT BE CLOSER THAN 0.61M (2 FEET) FROM THE EDGE OF THE PAVEMENT * UNLESS OTHERWISE DIRECTED BY THE ENGINEER. WATER JETTING WILL NOT BE * PERMITTED. , * WHEN BORING IS USED FOR UNDER PAVEMENT CONDUIT INSTALLATIONS, THE * MAXIMUM ALLOWABLE OVERCUT SHALL BE 25MM (1") IN DIAMETER. , * WHEN CONDUITS ARE BORED, THE VERTICAL AND HORIZONTAL TOLERANCES SHALL * NOT EXCEED 457MM (18 IN) AS MEASURED FROM THE INTENDED TARGET POINT. , * THE USE OF A PNEUMATICALLY DRIVEN DEVICE FOR PUNCHING HOLES BENEATH THE~ * PAVEMENT (COMMONLY KNOWNAS A "MISSILE") WILL NOT BE PERMITTED ON THIS * PROJECT. , * THE SAW CUT TRENCH DETAIL SHOWN ON THE PLANS FOR INSTALLATION OF * CONDUIT UNDER EXISTING PAVEMENT SHALL ONLY BE USED AT LOCATIONS ~'HERE * CONDUIT CANNOT BE BORED. THE USE OF THE SAW CUT TRENCH SHALL ONLY BE * MADE AT LOCATIONS APPROVED BY THE ENGINEER. , , , * SPECIFICATION DATA , , * 09/19 SHEET E , **~**************~**********************************~******************~**~,~ * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 618, CONDUIT:, CONT'D * THE CONTRACTOR SHALL INSTALL A NON-METALLIC PULL ROPE IN CQNDUIT RUNS * IN EXCESS OF 15.2M (50 FEET). , * A COLORED CLEANER-PRIMER SHALL BE USED ON ALL PVC TO PVC JOINTS BEFORE * APPLICATION OF PVC CEMENT. , * WHEN HOLES ARE REQUIRED.TO BE DRILLED THROUGH CONCRETE STRUCTURES, A * CORING DEVICE SHALL BE USED. MASONRY OR CONCRETE DRILLS SHALL BE * PROHIBITED. , ~ * LY MOUNTED JUNCTION BOXES SHALL BE AS DE E PLANS. * WHEN USED FO INSTAL E BOXES SHALL BE 305MM * X 305MM X 203MM (12"X "- PROVED BY THE * IDIARY TO THIS ITEM. -- , *"~ SED FOR * , * CONDUIT PLACED UNDER THE RAILROAD TRACKS SHALL MAINTAIN. A MINIMUM DEPTH * OF 1.1M (42") BELOW THE BOTTOM OF THE TIES. , * ALL PROPOSED CONDUIT SHALL BE PLACED BY THE OPEN TRENCH METHOD BELOW * THE PROPOSED SUBGRADE, UNLESS OTHERWISE INDICATED IN THE PLANS. IF THE * CONTRACTOR FAILS TO PLACE THE CONDUIT AS PROPOSED THEN HE CAN CHOOSE * OTHER METHODS SUCH AS BORING OR OPEN CUTTING NEW PAVEMENT AS APPROVED * BY THE ENGINEER, AND AT NO ADDITIONAL COST TO THE STATE. , * CONDUIT INSTALLED FOR FUTURE USE SHALL HAVE NON-METALLIC PULL ROPES * INSTALLED AND SHALL BE CAPPED USING STANDARD'WEATHER TIGHT CONDUIT * CAPS, AS APPROVED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR * DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. , * THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT CERTAIN EXISTING * CONDUIT IS PROPOSED FOR REUSE. IF THE EXISTING CONDUIT CANNOT BE USED, * THE CONTRACTOR WILL BE REQUIRED TO REPAIR AND/OR REPLACE THIS CONDUIT * AS DIRECTED BY THE ENGINEER. REPAIR OF THIS CONDUIT WILL BE PAID FOR * AS "EXTRA WORK" ON A "FORCE ACCOUNT BASIS." THE CONTRACTOR SHALL PROBE * THE EXISTING CONDUIT WHEN LOCATING DRILL SHAFTS SO THAT ITS CONDITION * WILL BE KNOWN BEFORE'IT IS NEEDED. , * WHEN USING EXISTING CONDUIT, THE CONTRACTOR SHALL ENSURE THAT ALL * CONDUIT HAVE BUSHINGS AND ARE CLEANED OF MUD AND DEBRIS. CONDUIT THAT * IS BEING RELOCATED TO NEW TIMBER POLES SHALL BE RESTRAPPED AS IF IT * WERE A NEW INSTALLATION. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT , * SPECIFICATION DATA , , * 09/19 SHEET F , ***************************************************************************** * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , * ITEM 618~ CONDUIT:, CONT'D * SHALL BE CONSIDERED SUBSIDIARY TO ITEM 618. , , * ITEM 624, GROUND BOX: , , * WHEN USING EXISTING GROUND BOXES, THE CONTRACTOR SHALL ENSURE THAT THE * GROUND BOXES ARE CLEAN, 'PROPERLY SECURED, AND HAVE A MINIMUM OF 229MM * (9INCHES) OF GRAVEL AS A BASE. THIS WORK WILL NOT BE PAID FOR * DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO ITEM 624. , * HAT THE , , * ATION SHA " , , * 'EM 627, TREATED TIMBER POLES: , , * THE TIMBER SHOWN IN THE PLANS AND IN THE * ARE TO BE USED FOR PURPOSES ONLY. PRIOR THE * CONTRACTOR IN COOPERATION ENGINEER MAKE FIELD * MEASUREMENTS TO DETERMINE THE IGHT NECESSARY TO ENSURE A * VERTICAL CLEARANCE OF 5.2M ( 5.8M (19 FEET) MAXIMUM * FROM THE HIGHEST POINT ROADWAY THE SPAN. THESE FIELD * MEASUREMENTS AND IONS SHALL BE DETERMINED ACTUAL FIELD * LOCATION POLES, CONSIDERING ALL ABOVE AND UTILITIES * AND ;TING ROADWAY ELEVATIONS. , , * ~EM 628, ELECTRICAL SERVICES: , , * CONCRETE FOR E POLE FOUlqDATIONS, WHEN REQUIRED, SHALL A * AND SHALL BB~YIN WITH ITEM 421, "PORTLAND :RETE" , * EXCEPT THAT!~CONCRETE BE PAID FOR DIREC~ SHALL BE * CONSIDERED SUBSIDIARY TO ITEM REINF~ STEEL FOR SERVICE POLE * FOUNDATIONS,~!'TWHEN REQUIRED, SHALL WITH ITEM 440, * "REINFORCING STEEL", STEEL WILL NOT PAID FOR * DIRECTLY BUT SHALL BE SUBSIDIARY 628. * * CONDUIT ATTACHED TO THE SERVICE POLE * WITH (12 INCHES) OF THE SERVICE POLE WILL NOT BE , * SPECIFICATION , , * 09/19 SHEET G , ****~******~****~********~**********************************~************** * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * NOTES'AND SPECIFICATION DATA-- , , * ITEM 628, 2CAL SERVICES:, CONT'D * DIRECTLY, BUT RED SUDSIDIARY ITEM. , * SERVICE ENCLOSURE SHALL BE GALVANIZED CHANNEL (UNISTRUT, * KINDORF, OR EQUAL). THE POLl IN TWO PLACES TO PROVIDE * FLAT SURFACES. ENDS SHALL .INTED WITH ZINC RICH * PAINT. , * THE SERVICE FOR THIS PROJECT SHALL BE BILLED IN OF , , , * ITEM 644, SMALL ROADSIDE SIGN ASSEMBLIES: , , * THE CONTRACTOR SHALL PROVIDE FIELD GALVANIZING AND METALLIZING * EQUIPMENT, AS PER ITEM 445, AT ALL TIMES AND MAKE REPAIRS TO GALVANIZED * SURFACES ACCORDING TO THE ABOVE SPECIFICATION ITEM AT INTERVALS AS * DIRECTED BY THE ENGINEER. , * ANY SIGNS REQUIRED THAT ARE NOT DETAILED ON THE PLAN SHEETS SHALL BE IN * CONFORMANCE WITH THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES * FOR STREETS AND HIGHWAYS" AND THE "STANDARD HIGHWAY SIGN DESIGNS FOR * TEXAS". , * INDIVIDUAL UNITS REQUIRING CLEANING SHALL BE WASHED WITH AN APPROVED * CLEANING SOLUTION TO REMOVE ALL GREASE, OIL, DIRT, SMEARS, STREAKS AND * OTHER FOREIGN PARTICLES. , , * ITEM 656, FOUND. FOR SIGNS, TRAFFIC SIGNALS & RDWY ILLUM ASSEMBLIES: , * PLACING THE CONCR ATION TO ENSURE THE ANCHOR , * THE TOP 50MM (2 INCHES) OF DRILL SHAFTS SHALL BE FORMED OR PROVIDED A * SMOOTH FINISH SATISFACTORY TO THE ENGINEER. THE COST OF THE WORK SHALL * BE INCLUDED IN THE UNIT BID PRICE FOR THIS ITEM. , * A 19Ml~ (3/4 INCH) CHAMFER SHALL BE FORMED ON THE TOP EDGE OF EACH * SIGNAL POLE FOUNDATION. , , , * SPECIFICATION DATA , * * 09/19 SHEET H * ********************************************************************~*******~ * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , _ , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 656, FOUND. FOR SIGNS, TRAFFIC SIGNALS'& RDWY ILLUM ASSEMBLIES:, * CONT'D * THE CONTRACTOR SHALL PROBE BEFORE DRILLING FOUNDATIONS TO DETERMINE THE * LOCATION OF UTILITIES AND STRUCTURES. FOUNDATIONS SHALL BE PAID FOR * ONCE REGARDLESS OF EXTRA WORK CAUSED BY OBSTRUCTIONS. THE CONTRACTOR * SHALL CALL THE DISTRICT UTILITY SECTION AT 214-320-6270 FOR STATE * MAINTAINED UTILITY LOCATIONS. , , * ITEM 680, INSTALLATION OF HIGHWAY TRAFFIC SIGNALS: * * AND EQUIPMENT NECESSARY FOR A L * LOCATION. IN ADDITION TO THESE ITEMS, THE CONTRACTOR SHALL BE * RESPONSIBLE FOR THE FOLLOWING: , * 1. FURNISHING AND INSTALLING ALL SIGNS FOR MOUNTING ON SIGNAL * POLES AND MAST ARMS. THESE SIGNS SHALL BE FURNISHED IN * ACCORDANCE WITH ITEM 636, WILL NOT BE PAID FOR DIRECTLY, AND * SHALL BE CONSIDERED SUBSIDIARY TO ITEM 680. SIGNS SMALL BE * MOUNTED WITH ASTRO-SIGN BRAC OR SIGNFIX ALUMINUM CHANNEL OR * EQUAL AS APPROVED BY THE ENGINEER. FIVE (5) SETS OF SHOP * DRAWINGS SMALL BE SUBMITTED FOR STREET-NAME SIGNS. , * 2. SUBMITTAL LITERATURE SHALL BE PROVIDED FOR ALL TRAFFIC * SIGNAL EQUIPMENT PRIOR TO INSTALLATION. , * 3. THE CONTRACTOR SHALL HAVE A QUALIFIED TECHNICIAN ON THE * PROJECT SITE TO PLACE THE TRAFFIC SIGNALS IN OPERATION. , * 4. DURING THE THIRTY DAY TEST PERIOD, THE CONTRACTOR SHALL * UTILIZE QUALIFIED PERSONNEL TO RESPOND TO AND DIAGNOSE ALL * TROUBLE CALLS. HE SHALL REPAIR ANY MALFUNCTZONS TO SIGNAL * EQUIPMENT HE SUPPLIED ON THE PROJECT. A LOCAL TELEPHONE * NLTMBER (NOT SUBJECT TO FREQUENT CHANGES) WHERE TROUBLE CALLS * ARE TO BE RECEIVED ON A 24-HOUR BASIS SMALL BE PROVIDED TO * THE ENGINEER BY THE CONTRACTOR. THE CONTRACTOR'S RESPONSE * TIME TO' REPORTED CALLS SHALL BE WITHIN A REASONABLE TRAVEL * TIME FROM A DALLAS ADDRESS, BUT NOT MORE THAN TWO (2) HOURS * MAXIMUM. APPROPRIATE REPAIRS SHALL BE MADE WITHIN 24 HOURS. * THE CONTRACTOR SHALL PLACE A LOG BOOK IN EACH CONTROLLER * CABINET AND KEEP A RECORD OF EACH TROUBLE CALL REPORTED. HE *' SHALL NOTIFY THE ENGINEER OF EACH TROUBLE CALL. THE ERROR * LOG IN THE CONFLICT MONITOR SHALL NOT BE CLEARED DURING THE * THIRTY DAY TEST PERIOD WITHOUT THE APPROVAL OF THE ENGINEER. , , * SPECIFICATION DATA , , * 09/19 SHEET I , ************************************************************************~*** * *F.R. DIV.6 * TEXAS * XXXXXXYJJJaCCXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 680, INSTALLATION OF HIGHWAY TRAFFIC SIGNALS: CONT'D * 5. THE CONTRACTOR SHALL PLACE DUCT SEAL AT THE ENDS OF ALL * CONDUIT WHERE CONDUCTORS AND/OR CABLES ARE PRESENT AND- * REQUIRED FOR THE INTENDED OPERATION OF THE TRAFFIC SIGNALS. * , , * ' ' PLIED , * NEW EIGHT-PHASE NEMA CONTROLLER, MEETING THE REQUIR * OF SHALL BE INSTALLED IN A POL ABINET AT * THIS INTERSECT HIS L BE APP2OXIMATELY * 6 965MM (38 ) WID 60MM (26 ) DEEP, AND , , , * 9. TF~ CTOR SHALL INSTALL A CONCRE ' 'UbE * NCRETE , , ~ * CONTRACTOR SHALL PROVIDE THE INSTALLATION OF A BU * DIAL- E LINE TO EACH CONTROL N THIS * PROJECT THE CO PROVIDE DIAL-UPMODEMS , , , * *******FOR USING EXISTING CONTROLLER HOUSES (ASK SIGNAL SHOP)***** , * THE STATE WILL FURNISH THE CONTROLLER HOUSE FOR THE * AT ~. THE CONTRACTOR SHALL * THE 5 CONTROLLER HOUSE FROM THE * YARD AT 592 { 121 AFTER NOTICE TO THE * DISTRICT SIGNAL THE CONTRACTOR SHALL * REMOVE THE DETECTOR .SSOCIATED HARNESSES AND * INSTALL A NEW PANEL CARD RACK THAT * MEE~~ THE FOR A BASE THE * SHALL ALSO CLEAN THE INSIDE. OF ~EPLACE * AIR FILTERS, AND INSTALL A BLACK RUBBER MAT * ENTIRE FLOOKAREA. , * *******FOR LONG POWER RUNS (ASK HAROLD)********* , * 12. FOR THI WITH A * mU_Ca4--8 -~L ~E , * SPECIFICATION DATA , , * 09/19 SHEET J , ***************************~************************************************* * *F.Ro DIV.6 * TEXAS * XXXXX~ * SHEET , · * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , , , * N * CAPABLE OF BOO THE INCOMING OLTAGE TO THE * CONTROLLER HOUSE BY 2 IMUM WITH SMALLER' * INCREMENTS OF LSO SELECTABLE. THE * TRANSFO AND CONNECTED , , , · * *******FOR CITY OF GRAND PRAIRIE******** , * THE LOCATION AND DEPTH OF ALL UTILITIES SHOWN ON THE PLANS * APPROXIMATE AND THERE MAY BE OTHER UNKNOWN UTILITI * NOT SHOWN ON THE PLANS THAT SHOULD BE * PROTECTED BY THE CONTRACTOR PR THE START * THE CONTRACTOR THE FOLLOWING * HRS PRIOR ANY WORK IN THE AREA: , *' A) LONE GAS - MR. PH 214-263-3444 * B) MR. PH 817-~93-5415 * C) STORER MR. GLENN ARANDA, 17-882-2388 * D) - NORMAN WATSON, PH -6167 * PRAIRIE DI - MR. LES WHITWORTH, 17-261-8812 * ) CITY UTILITY MAINS SEWER) - MR RAY * PH 214-263-97 ,, , * IT SHALL BE THE THE CONTRACTOR TO PERFORM * THE FOLLOWING AT NO ADDITIONAL :ATION: , * A) PREVENT ANY PROPERTY DAMAGE TO OWNER'S POLES, * FENCES, SHRUBS, MAILBOXES, ETC.. * B) PROVIDE ACCESS TO ALL DRIVEWAYS DURING :TRUCTION. * C) PROTECT ALL UNDERGROUND AND OVERHEAD AND * REPAIR ANY DAMAGES. , * NO EXTRA COMPENSATION WILL BE ALLOWED FOR FULFILLING THE RE, * STATED ABOVE. , * *******FOR CITY SUPPLIED EQUIPMENT******** , * CONTRACTOR SHALL INSTALL THE STREET NAME * iGNAL SIGNS SUPPLIED BY THE MOUNTING ON * SIGNAL MAST OTHER BE FURNISHED IN * ACCORDANCE WITH NOT BE PAID FOR DIRECTLY, AND * SHALL BE CON: 680. ALL MOUNTING * ALL SIGNS SHALL BE THE CONTRACTOR. * SHALL BE MOUNTED WITH ASTRO-SIGN BRAC IX , * SPECIFICATION , , * 09/19 SHEET K , *************************************************************************** * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 680, INSTALLATION OF HIGHWAY TRAFFIC SIGNALS: CONT'D * R--F~UA~-A~rp~Re~~~i~. , * 2. SUBMITTAL LITERATURE SHALL BE PROVIDED FOR ALL CONTRACTOR * FURNISHED TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. * 3. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF * TO HAVE A QUALIFIED TECHNICIAN ON THE PROJECT SITE TO PLACE * THE TRAFFIC SIGNALS IN OPERATION. , * 4. DURING THE THIRTY DAY TEST PERIOD, THE CONTRACTOR SHALL * UTILIZE QUALIFIED PERSONNEL TO RESPOND TO AND DIAGNOSE ALL * TROUBLE CALLS. HE SHALL REPAIR ANY HALFUNCTIONS TO SIGNAL * EQUIPMENT HE SUPPLIED ON THE PROJECT. A LOCAL TELEPHONE * NUMBER (NOT SUBJECT TO FREQUENT CHANGES) WHERE TROUBLE CALLS * ARE TO BE RECEIVED ON A 24-HOUR BASIS SHALL BE PROVIDED TO * THE ENGINEER BY THE CONTRACTOR. THE CONTRACTOR'S RESPONSE. * TIME TO REPORTED CALLS SHALL BE WITHIN A REASONABLE TRAVEL * TIME FROM A DALLAS ADDRESS, BUT NOT. MORE THAN TWO (2) HOURS * MAXIMUM. APPROPRIATE REPAIRS SHALL BE MADE WITHIN 24 HOURS. * THE CONTRACTOR SHALL PLACE A LOG BOOK IN EACH CONTROLLER * CABINET AND KEEP A RECORD OF EACH TROUBLE CALL REPORTED. HE * SHALL NOTIFY THE ENGINEER OF EACH TROUBLE CALL. IF, AFTER * DIAGNOSING THE PROBLEM,.THE QUALIFIED TECHNICIAN DETERNINES * THE PROBLEM IS IN THE EQUIPMENT SUPPLIED BY OTHERS, THE * CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER. , * 5. THE CITY OF XXXXXX/CXX3CY~C~WILL FURNISH THE TRAFFIC SIGNAL * ~ERAND CABINET. THE CONTRACTOR SHALL * lING TO THE CONTROLLER ASSEMBLY. WILL * ASSIST I HOW THE LEAD-IN * CABLES ARE TO OR PARALLEL). * THE CITY WILL PROGRAM FOR OPERATION, HOOK * UP THE CONFLICT PS, AND OTHER * CONTROLLER CABINET ON THE * ER. THE CONTRACTOR SHALL-OBTAIN THE CABINET * FROM THE CITY OF X~XXX~DLvd~D~X SIGNAL SHOP. * 6. THE CONTRACTOR SHALL PLACE DUCT SEAL AT THE ENDS OF ALL * CONDUIT WHERE CONDUCTORS AND/OR CABLES ARE PRESENT AND * REQUIRED FOR THE INTENDED OPERATION OF THE TRAFFIC SIGNALS. , * ISTING STOP SIGN PANELS, AS SHOWN ON THE P * SHALL B TER THE TRAFFIC SI OPERATION. , * 8. THE CONT PMENT SUPPLIED , , , , * 09/19 SHEET L , ****************************************************************************' * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX * GENERAL NOTES AND SPECIFICATION DATA-- , * ITEM 680, INSTALLATION OF HIGHWAY TRAFFIC SIGNALS: CONT'D * BY OTHERS. * NO EXTRA COMPENSATION WILL BE ALLOWED FOR FULFILLING THE REQUIREMENTS * STATED ABOVE. , * ######FOR AN EXISTING CLOSED LOOP SYSTEM################## , * 9. WHEN INTERCEPTING THE EXISTING INTERCONNECT CABLE~ A * PARALLEL CONNECTION SHALL BE MADE TO EACH OF THE 6/12 , * PA P D O * I E O S A T * TTING MATERIAL. A SINGLE SPLICE WILL BE. ~'AT ~ACH , * 12. E TYPE * CONTROLLER'UNITS. NEW * THIS PROJECT COMPATIBLE * WITH THE TING CLOSED-LOOP SYSTEM. , * 10. THE CONT] UPGRADE THE S( TO THE LATEST * RELEASED VERSII ALL THE EXIS' CONTROLLERS THAT * ARE ON THE CLOSED ~OP SYSTEM. , * 11. THE CONTRACTOR SHALL TXDOT TRAFFIC SIGNAL * MAINTENANCE OFFICE AT 682 ONE WEEK PRIOR TO * BEGINNING ANY WORK THE EXISTING TRAFFIC SIGNAL * SYSTEM ON XX XXX. , * ON-STREET MASTER , , * THE (NAME OF LOCATION) CONTROl SHALL BE PROVIDED WITH * CLOSED-LOOP SYSTEM [TY. THIS AN ON-STREET * MASTER CONTROLLER A NOTEBOOK COMPUTER ( D BY THE STATE) WITH * ON-STREET MASTER , * THE NOTEBOOK HAS THE FOLLOWING FEATURES: , * A) 486 WITH 8MB RAM * B) 200M DISK DRIVE * C) 1 3-1/2" FLOPPY DISK DRIVE * D) 14400 BAUD MODEM * E) LCD 10" ACTIVE COLOR MATRIX SCREEN * F PARALLEL AND SERIAL PORTS * AC'ADAPTER AND RECHARGEABLE BATTERY PACK , * SPECIFICATION DATA , , * 09/19 SHEET M , **************************************************************************** * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , * , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 680, INSTALLATION OF HIGHWAY TRAFFIC SIGNALS: CONT'D * DOS 6.2 SOFTWARE AND WINDOWS 3.1 , * IF LOCAL INTERSECTION CONTROLLER UNITS DO NOT HAVE MODEMS' * FOR IRE TELEMETRY COMMUNICATIONS WITH THE MASTER, 2400 * BAUD IMUM) MODEMS SHALL BE PROVIDED FOR THIS PURPOSE * LOCATION ~ORTED BY THE MASTER. , * THE MASTER BE CAPABLE OF SUPERVISING AND MONITOR ~ MINIMUM OF * 30 LOCAL :ECTIONS AND 30 SAMPLING DETECTORS * TELEMETRY , * THE MASTER SMALL 2DE AUTOMATIC ADJUSTMENT OF SAVINGS TIME. , , * THE MASTER SHALL BE OF SELECTING BASED ON TIME-OF-DAY * COMMANDS. TIME-OF-DAY ~HEDULING CAPABIL SHALL CONSIST OF AT '* LEAST 9 SCHEDULES OF 32 PER THE TYPES OF EVENTS TO BE * SCHEDULED SHALL INCLUDE AND SY~ SELECTIONS. , * THE MASTER SHALL PROVIDE FOR VkRIOUS TYPES OF REPORTS SUCH * AS SYSTEM STATUS, LOCAL ~ , AND ACCUM~JLATED DETECTOR * DATA. , * THE MASTER SHALL ALLOW PARAMETERS STORED IN A LOCAL * INTERSECTION CONTROLLER TO BE JE FOR VIEWINGAND/OR MODIFICATION * AT THE MASTER. THE NOTEBOOK BE UTILIZED FOR THIS * FUNCTION. , * THE MASTER SHALL PROVIDE :WORD AGAINST UNAUTHORIZED * PARAMETER MODIFICATION , * O P T O * DESCRIBED ABOVE. SINGLE NOTEBOOK COMPUTER SHAL BE CAPABLE OF * SUPPORTING 16 ON TREET MASTER CONTROLLERS.- , * THE NOTEBOOK PUTER SHALL PROVIDE THE FOLLOWING ADD IONAL * CLOSED-LOOP STEM CAPABILITIES: , * A) KEEP TABASE RECORDS OF ALL MASTER AND LOCAL INTERSE ION * ) ~T RAPHICAL INTERSECTION DISPLAY OF EACH LO L * B I] RSECTION , , - , * SPECIFICATION DATA , , * 09/19 SHEET N , **************************************************************************~ * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , * GENERAL NOTES AND SPECIFICATION DATA-- , * AL V P * AS STATED ABOVE SH~LL BE PRO ~ALLED. CLOSED-LOOP SYSTEM * SOFTWARE FOR THE NOTEB ' ROVIDED TO THE STATE ON ' * 3-1/2" DISK CONTRACTORS~HALL DEMONST CAPABILITIES * · , * DETECTOR PANEL , , * ALL AND EQUIPMENT NECESSARY FOR CLOSED LOOP SYSTEM OPE2 * SHALL BE WIRED ON THE DETECTOR PANEL, * FOR THE C ~TORS AND A COMMU~ LIGHTNING * ARRESTOR. THE SHALL BE MODEL PC642 OR * EQUIVALENT OF THE PROPER BY THE MANUFACTURER. * THE ARRESTOR SHALL BE MOUNTED ~iB SOCKET AND SHALL BE EASILY * REMOVABLE FOR TESTING :HALL BE PROVIDED FOR * TERMINATION OF IONS CABLE NEAR BOTTOM OF THE PANEL. , * COMPENSATION WILL BE ALLOWED FOR FULFILLING * STATED ABOVE. , , * ITEM 681: TEMPORARY TRAFFIC SIGNALS , , * THIS PROJECT SHALL CONSIST OF FURNISHING AND INSTALLING ALL MATERIALS * AND EQUIPMENT NECESSARY FOR THE COMPLETE SIGNAL SETUP AT THE PROPOSED * LOCATION TO BE UTILIZED DURING ROADWAY CONSTRUCTION. IN ADDITION TO * THESE ITEMS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: , * 1. ADJUSTMENT AND MAINTENANCE OF THE TEMPORARY TRAFFIC SIGNALS * IN ACCORDANCE WITH THE LAYOUT SHEETS AND TRAFFIC CONTROL * PLAN DURING THE ROADWAY CONSTRUCTION. THIS INCLUDES * MAINTAINING THE TRAFFIC SIGNAL TIMING FOR THIS SAME PERIOD· , * 2. CONTRACTOR MAINTENANCE SHALL BEGIN WHEN TEMPORARY SIGNAL * CONSTRUCTION BEGINS AND CONTINUE UNTIL THE PROJECT IS * COMPLETED. , * 3. ALL SIGNAL HEADS SHALL BE REGUYED AND THE CABLE RESTRAPPED * AFTER ADJUSTMENTS TO HEAD LOCATIONS HAVE BEEN MADE. , * 4. ALL SIGNAL HEADS THAT ARE TO BE RELOCATED SHALL BE DONE SO * DURING THE SAME DAY. PORTABLE STOP SIGNS AT ALL APPROACHES * WILL BE REQUIRED ANY TIME THE SIGNALS ARE INOPERABLE. , * SPECIFICATION DATA , , * 09/19 SHEET O , ~,~***************************************~******************~,~*********~ * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX * GENERAL NOTES AND SPECIFICATION DATA-- * ITEM 681: TEMPORARY TRAFFIC SIGNALS CONT'D * 5. BOTTOM TETHER CABLE FOR SIGNAL HEADS AND SIGNS WILL NOT BE * REQUIRED FOR THIS PROJECT. * 6. SUBMITTAL LITERATURE SHALL BE PROVIDED FOR ALL TRAFFIC * SIGNAL EQUIPMENT PRIOR TO INSTALLATION. '* 7. A NEW EIGHT-PHASE NEMA CONTROLLER, MEETING THE * ITEM 6XXX, SHALL BE INSTALLED IN A POLE MOUNTED * INTERSECTIONS FOR TEMPORARY OPERAT2 CABINET * SHALL 965MM (38") 4M (54") HIGH, AND * 660MM (26") SHALL BRACKETS FOR POLE * MOUNTING. DISPLAY NOT BE REQUIRED FOR POLE * MOUNTED CABINETS * 8. THE :TOR SHALL HAVE A QUALIFIED IAN ON THE * SITE TO PLACE THE SIGNALS WITH NEW * CABINETS IN OPERATION. * 9. DURING THE ROADWAY CONSTRUCTION PERIOD, THE CONTRACTOR SHALL * UTILIZE QUALIFIED PERSONNEL TO RESPOND TO AND'DIAGNOSE ALL * TROUBLE CALLS (INCLUDING SIGNAL TIMING). HE SHALL REPAIR * ANY MALFUNCTIONS TO SIGNAL EQUIPMENT HE SUPPLIED ON THE * PROJECT AS WELL AS TO MAKE TIMING ADJUSTMENTS DUE TO ALL * COMPLAINTS RECEIVED. A LOCAL TELEPHONE NUMBER (NOT SUBJECT * TO FREQUENT CHANGES) WHERE TROUBLE CALLS ARE TO BE RECEIVED * ON A 24-HOUR BASIS SHALL BE PROVIDED TO THE ENGINEER BY THE * CONTRACTOR. THE CONTRACTOR'S RESPONSE TIME TO REPORTED * CALLS SHALL BE WITHIN A REASONABLE TRAVEL TIME FROM A DALLAS * ADDRESS, BUT NOT MORE THAN TWO (2) HOURS MAXIMUM. APPROPRIATE * REPAIRS SHALL BE MADE WITHIN 24 HOURS. TIMING ADJUSTMENTS * SHALL BE MADE BEFORE THE NEXT WEEKDAY PEAK PERIOD UNLESS * DEEMED AN. EMERGENCY BY THE ENGINEER. THE CONTRACTOR SHALL * PLACE A LOG BOOK IN EACH CONTROLLER CABINET AND KEEP A RECORD * OF EACH TROUBLE CALL REPORTED. HE SHALL NOTIFY THE ENGINEER * OF EACH TROUBLE CALL. THE ERROR LOG IN THE CONFLICT MONITOR * SHALL NOT BE CLEARED WITHOUT THE APPROVAL OF THE ENGINEER. * 1O. TiiE T=MFCF~.RY~-P~A~~ALS--SFJ~I2~--NOm--Rm~RM~vmn AT THE * NO EXTRA COMPENSATION WILL BE ALLOWED FOR FULFILLING THE REQUIREMENTS * STATED ABOVE. * SPECIFICATION DATA * 09/19 SHEET P * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX ~ , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 682, VEHICLE AND PEDESTRIAN SIGNAL HEADS: , , * ALL SIGNAL HEAD ATTACHMENTS SHALL BE DESIGNED SUCH THAT THE WIRING TO * EACH SIGNAL HEAD SHALL PASS FROM THE HAST ARM THROUGH THE SIGNAL HEAD * BRACING OR ATTACHMENT HARDWARE TO THE SIGNAL HEAD. NO EXPOSED CABLE OR * WIRING WILL BE PERMITTED. , * THE SIGNAL HEAD-TO-MAST ARM CONNECTION MUST ALLOW FOR ADJUSTMENT ABOUT * THE HORIZONTAL AND VERTICAL AXIS. , * FOR THIS PROJECT, A PEDESTRIAN SIGNAL HEAD ASSEMBLY HAVING A ONE PIECE * REFLECTOR ASSEMBLY AND A FLUSH, "EGGCRATED" OR "Z" PATTERN VISOR WILL * BE REQUIRED. , * TRAFFIC SIG L HEADS FOR THIS PROJECT SHALL BE YELLOW ALUMINUM WITH * BLACK POLYCARBONATE BACK PLATES. SIGNAL LENSES SHALL BE GLASS. * * TRAFFIC SIGNAL LAMPS SHALL BE 135 WATT AND PEDESTRIAN SIGNAL LAMPS * SHALL BE 69 WATT. * * ALL MAST ARM MOUNTED SIGNAL HEADS SHALL BE TURNED DOWN AND ALL OTHER * SIGNAL HEADS SHALL BE COVERED WITH BURLAP OR OTHER MATERIAL APPROVED BY * THE ENGINEER UNTIL PLACED INTO OPERATION. * * SIGNAL HEADS MOUNTED ON POLES AND MAST ARMS SHALL BE LEVEL AND PLUMB * AND AIMED AS DIRECTED BY THE ENGINEER. * * LOUVERS SHALL BE PROVIDED FOR THOSE SIGNAL SECTIONS INDICATED IN THE * PLANS. ALL LOUVERS SHALL BE OF SUCH DESIGN AS TO PROVIDE VISIBILITY OF * THE LENS FOR THE INTENDED LANE OF TRAFFIC AS INDICATED BY THE PLANS AND * BLOCK VISIBLITY TO ALL OTHER ~S. * * THE INTERNAL A~GEMENTS OF EACH LOUVER SHALL CONSIST OF 5 VANES WITH * 5 DEGREE CUT-OFFS RIGHT OF CENTER. ALL LOUVERS SHALL HAVE A FLAT BLACK * FINISH ON THE' INSIDE SURFACES. EACH LOUVIER SHALL BE OF SUITABLE WEIGHT * AND SIZE TO FIT INSIDE THE FULL CIRCLE VISOR FURNISHED FOR THE INTENDED * SIGNAL SECTION. * * A HARDWARE CLOTH SCREEN WITH 16MM (5/8") OR SMALLER MESH SIZE TO * PREVENT ENTRY BY BIRDS SHALL BE SECURELY FASTENED TO THE FRONT FACE. OF * EACH LOUVER. * * * * * * SPECIFICATION DATA , * * 09/19 SHEET Q * ***~******~*********************************************************~**~****~ * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 684, TRAFFIC SIGNAL CABLES: , , * E SHALL BE 12 TWISTED P ~OLID * COPPER CONDUCTORS WI ~-/~T~AT 300 VOLTS. THE , , * THE TYPE C CABLE FOR LOOP DETECTOR LEAD-IN SHALL BE NO. 18 AWG WIRE. , * THE CONDUCTORS IN THE TRAFFIC SIGNAL CABLE SHALL BE STRANDED FOR THIS * PROJECT. INDIVIDUAL CONDUCTORS SHALL BE NO. 12 AWG. , * THE MULTICONDUCTOR SIGNAL CABLE SHOWN ON THE PLANS SHALL BE TERMINATED * ON THE TERMINAL STRIP IN-THE HAND HOLE OF HAST ARM SIGNAL POLES. , * A SE~AKA~r' _ 6 _~WG) SHALL BE U~ _ L * POLES AND MAST ARM SIGN M~T~'~"I'~H_M~NA~ ~'I'K~P--I'~,I SICrlAL _' * : , * HEAD TYPE CONDUCTOR SIZE , * H3/V3 5 CNDR * H5LT 7 CNDR * 143C 5 CNDR (2 EA) * 152A 5 CNDR , * SPLICES IN THE CONDUCTORS FROM THE TERMINAL STRIP AT THE HAND HOLE TO * THE SIGNAL HEADS WILL NOT BE PERMITTED IN THE POLE SHAFT OR IN THE MAST * ARM. , * EACH CABLE SHALL BE IDENTIFIED AS SHOWN ON THE PLANS (CABLE 1, ETC.) * WITH PERMANENT MARKING LABELS (PANDUIT TYPE PLM STANDARD SINGLE MARKER * TIE, THOMAS & BETTS TYPE 548M OR EQUIVALENT) AT EACH GROUND BOX, POLE * BASE AND CONTROLLER. , , * ITEM 686, TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL): , , * TERMINAL STRIPS IN THE SIGNAL POLE ACCESS COMPARTMENT SHALL BE 12 * CIRCUIT BUCHANAN TYPE ll2SN, KULRA TYPE 985-GP-12 OR EQUIVALENT. WHEN * MORE THAN 12 CIRCUITS ARE REQUIRED, ADDITIONAL TERMINAL STRIPS OF 8 * CIRCUITS EACH SHALL BE ADDED. , * ALL POLE SHAFTS AND MAST ARMS FOR THIS PROJECT SHALL BE MARKED WITH THE * IDENTIFICATION NUMBERS FROM THE LAYOUT SHEETS ON THE PLANS TO , * SPECIFICATION DATA , , * 09/19 SHEET R , * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX ~ , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 686, TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL): CONT'D * FACILITATE ASSEMBLY OF THESE ITEMS IN THE FIELD. THE IDENTIFICATION * NUMBERS SMALL BE MARKED-ON THE POLE SMAFTS AND MAST ARMS PRIOR TO * SHIPMENT FROM THE FABRICATOR. FOR PROJECTS WITH MULTIPLE * INTERSECTIONS, THE POLE SMAFTS AND MAST ARMS SHALL BE IDENTIFIED BY * INTERSECTION. , * POLES SMALL MAVE NUTS ON TOP AND BOTTOM (DOUBLE NUTS) OF THE BASE * PLATE. , * ANCHOR BOLTS FOR MAST ARM SIGNAL POLES SMALL BE SET SO TMAT TWO ARE IN * TENSION AND TWO ARE IN COMPRESSION. , * THE TRAFFIC SIGNAL-POLE HEIGHTS AND MAST ARM LENGTHS SHOWN ON THE PLANS * AND IN THE MATERIAL SUMMARY ARE TO BE USED FOR BIDDING PURPOSES ONLY. * PRIOR TO FABRICATION, THE CONTRACTOR, IN COOPERATION WITH THE ENGINEER, * SHALL MAKE FIELD MEASUREMENTS TO DETERMINE THE ACTUAL POLE HEIGHT * NECESSARY TO ENSURE A VERTICAL CLEARANCE OF 5.2M (17 FEET) MINIMUM, AND * 5.8M (19 FEET) MAXIMUM FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE * LOWEST POINT ON THE SIGNAL HEAD ASSEMBLY OR MAST ARM AND TO DETERMINE * THE MAST ARM LENGTHS REQUIRED TO MOUNT THE TRAFFIC SIGNAL HEADS OVER * THE TRAFFIC LANES. THE MAST ARMS SMALL BE STRAIGHT AND LEVEL IN THE * AREA WHERE THE SIGNAL HEADS ARE ATTACHED. THESE FIELD MEASUREMENTS AND * ELEVATIONS SHALL BE DETERMINED FROM THE ACTUAL FIELD LOCATION OF THE * POLE FOUNDATIONS, CONSIDERING ALL ABOVE AND BELOW GROUND UTILITIES AND * THE EXISTING ROADWAY ELEVATIONS AND LANE WIDTHS. , *"~~ MAST ARMS RANGING FROM 8.5M (28') TO 14.6M ' ~ * T *-----Of~0.~lM (3 FEET) FROM THE END OF THE MAST ARM. , * ON EXISTING SIGNAL POLES, THE CONTRACTOR WILL NOT BE REQUIRED TO * INSTALL NEW CONDUCTORS FROM THE TERMINAL STRIP OR TRANSFORMER BASE * INSIDE THE POLE TO THE SIGNAL HEADS , *~SHALL BE PROVIDED WITH 3 P~ * ACCESS· ~ , * *********** FOR SH 190 - BROWN PAINTED SIGNAL POLES ***************** * STEEL COATED WITH A MINIMUM OF 3.0 MILS DRY F KNESS OF * N IMER S * OF A POLYMIDE CURED EPOXY WITH CORROSION INHIBITIVE * · , , , , * 09/19 SHEET S , * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , * GENERAL NOTES AND SPECIFICATION DATA-- , , * TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL): CONT' * AT A MINIMUM S DRY FILM THICKNESS. OF THE TOPCOAT * SHALL BE SIMILAR TO THE C ) AS DEFINED B~ BY SHERWIN * WILLIAMS EXTERIOR COLO OVED BY THE ENGINEER.' , , , * ITEM 688, TRAFFIC SIGNAL DETECTORS: , , * THIS PROJECT REQUIRES THAT SEVERAL LOOPS IN THE STREET'SHARE THE SAME * GROUND BOX FOR CONNECTIONS TO THE LOOP LEAD-IN CABLE. THE LEAD-IN SAW * CUTS FROM THE STREET TO THE GROUND BOX SHALL MAINTAIN A MINUMUM * SEPARATION FROM OTHER LOOPS OF 305MM (12 INCHES) AND A MINIMUM * SEPARATION OF 152MM (6 INCHES) FROM OTHER LEAD-IN SAW CUTS. , * LOOP WIRE SHALL BE USED FOR CONCRETE PAVEMENT AND LOOP DUCT SHALL BE * USED FOR HOT MIX ASPHALTIC CONCRETE PAVEMENTS. , * ALL LOOP WIRE FROM THE LOOP IN THE STREET TO THE GROUND BOX SHALL BE * TIGHTLY TWISTED A MINIMUM OF 16 TINES PER METER (5 TIMES PER FOOT) AS * IT IS PLACED IN THE LEAD-IN SAW CUT. , * THE LOOP DUCT FROM THE LOOP IN THE STREET TO 'THE GROUND BOX SHALL BE * TIGHTLY TWISTED A MINIMUM OF 7 TIMES PER METER (2 TIMES PER FOOT) AS IT * IS PLACED IN THE LEAD-IN SAW CUT. , * THE LOOP DUCT OUTER TUBE SHALL BE MADE OF FLEXIBLE VINYL AND LOOP DUCT * CONDUCTOR SHALL CONFORM TO TYPE XHHW OR XLPE SPECIFICATIONS. , * GROUNDED SHIELDS ARE REQUIRED ON THE DETECTOR LEAD-IN CABLE AT THE * CONTROLLER ONLY. DETECTOR LEAD-IN CABLES SHALL BE RUN CONTINUOUSLY * WITHOUT SPLICES FROM THE CURBSIDE GROUND BOX TO THE CONTROLLER WHERE * POSSIBLE. IF SPLICES MUST BE MADE, THEY SHOULD BE MADE IN A POLE BASE, * IF POSSIBLE. SPLICES SHALL BE SOLDER CONNECTED (INCLUDING THE GROUND * WIRE) AND THE SPLICE CONNECTION SHALL BE INSULATED WITH THERMO-SETTING * MATERIALS. SPLICES AT THE CURB SIDE GROUND BOXES SHALL ALSO BE MADE IN * THE SAME MANNER. * DETECTOR LEAD-IN CABLES SHALL BE IDENTIFIED AS SHOWN ON THE PLANS * (PHASE 1, ETC.) WITH PERMANENT MARKING LABELS (PANDUIT TYPE PLM, THOMAS * & BETTS TYPE 548M STANDARD SINGLE MARKER TIE OR EQUIVALENT) AT EACH * GROUND BOX, POLE BASE, AND CONTROLLER. , , , * SPECIFICATION DATA , , * 09/19 SHEET T , * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * ITEM 688, TRAFFIC SIGNAL DETECTORS: CONT'D * INSTALLATION OF THE LOOP DETECTORS SHALL BE MADE DURING OFF-PEAK * TRAFFIC PERIODS. , * EDESTRIAN PUSH BUTTONS SHALL BE IN COMPLIANCE WITH THE AMERICANS * D ILITIES ACT. * . * PEDESTRI SH BUTTONS SHALL BE MOUNTED AT A HEIGHT O .1M (3'-6") * ABOVE THE SID K AND SHALL BE OF THE TYPE THAT PERMANENT-TYPE * SIGNS WITHIN THE CTOR UNIT WHICH EXPLAINS R PURPOSE AND * INDICATES WHICH CROSS SIGNAL IS ACTUAT. . , * THE PUSH BUTTON SHALL BE ACTI A MINIMUM OF 50MM (2") CONVEX * PLUNGER. A PROTECTIVE SHROUD CIRCLE THE PLUNGER TO DETER * VANDALISM. THE SHROUD S T OF THE HOUSING COVER. THE * PLUNGER SHALL PROTRUD ROUD A DISTANCE ADEQUATE *' TO ACCOMMODATE TH , · * WHILE ST H THE * ENGI , , , * TESTING: , , * PRIOR TO TERMINATION OF THE SHIELDED, TWISTED~PAIR LOOP LEAD-IN CABLES * AT THE CONTROLLER CABINET, INSULATION TESTS SHALL BE MADE WITH AN * INSULATION TEST SET APPLYING NOT LESS THAN 500 VOLTS D.C. TO THE * COMPLETED LOOP DETECTOR. A MINIMUM RESISTANCE OF 50 MEGAOHM SHALL BE * OBTAINED. , * AFTER THE ABOVE INSULATION TESTS ARE COMPLETED AND THE LOOP LEAD-IN * CABLE HAS BEEN TERMINATED IN THE CABINET, THE CONTRACTOR SHALL ASSIST * THE ENGINEER IN DETERMINING THE LOOP INDUCTANCE OF EACH LOOP DETECTOR * INSTALLATION. THE CONTRACTOR SHALL FURNISH A LOOP DETECTOR ANALYZER * WHICH SHALL DETERMINE THE TOTAL INDUCTANCE OF THE LOOP IN THE PAVEMENT * AND THE ASSOCIATED LEAD-IN CABLE AND SHALL ALSO BE USED IN DETERMINING * THE PERCENTAGE SHIFT IN LOOP INDUCTANCE FOR VARIOUS SIZE VEHICLES THAT * MAY BE ACTUATING THE DETECTOR. , * ALL SIGNAL CABLES AND POWER CONDUCTORS SHALL BE CHECKED FOR INSULATION * RESISTANCE UPON INSTALLATION AND PRIOR TO TERMINATION. THE TESTS SHALL * BE MADE WITH A TEST SET OPERATING AT A MINIMUM OF 500 VOLTS * D.C. APPLIED TO THE CONDUCTORS. , , * SPECIFICATION DATA , , * 09/19 SHEET U , **********************~*********************************~,~*************** * *F.R. DIV.6 * TEXAS * XXXXXXXXDfXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , * GENERAL NOTES AND SPECIFICATION DATA-- , , * TESTING: CONT'D * EACH CONDUCTOR IN THE MULTICONDUCTOR SIGNAL CABLES SHALL BE TESTED FOR * INSULATION RESISTANCE RELATIVE TO EACH OTHER AND TO THE OUTER COVERING * OF THE CABLE. THE MINIMUM ACCEPTABLE VALUE FOR INSULATION RESISTANCE * SHALL BE 50 MEGAOHMS. , , * ITEM 6002, FLASHER CONTROLLER ASSEMBLY: , , * A SOLID STATE TIME CLOCK WILL NOT BE REQUIRED ON THIS PROJECT. , , * ITEM 6008 (6010), SALVAGING TRAFFIC SIGNALS: * THE EX _Re llk , * ISTING TRAFFIC SIGNALS AT ~3ZXZZ~ZiZZZX:~ SHALL BE REMOVED AFTER * THE PROPOSED SIGNALS ARE FULLY OPERATIONAL. THE EQUIPMENT SHALL BE * SALVAGED AND REMAIN THE PROPERTY OF EQUIPMENT TO BE * DIRECTED BY THE ENGINEER. ~:IZS'E-~'~'~ .... Z~ ~a~n~ Am ~I~ * ~ ~oT SET IN CONCRETE, SHALL BE CQ~p~mF~:y _,uh~T~'~'THOUT ZCUTTING OFF~u~ ...... '~" bl~M~M~~~__BECOME THE * ITEM 6026, DETECTOR ~MPLIFIER CABINET: , , * ~'A'~ D:TE~''' TERMINATION PANEL INSTALLED IN THIS ~EET THE * REQUIREMENTS OF LLY D STATE TRAFFIC SIGNAL , , , , , , * THE LIST OF MATERIAL BELOW IS FOR THE CONTRACTOR'S INFORMATION * ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY * ALL ITEMS AND QUANTITIES LISTED BELOW. , , * LIST OF MATERIAL/LABOR , * SPECIFICATION DATA , , * 0~/19 SHEET V , **************************************************************************** * *F.R. DIV. 6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , * GENERAL NOTES AND SPECIFICATION DATA-- , , , * SUBSIDIARY TO ITEM 680 , , , * DESCRIPTION UNIT , , * TIMBER POLE (CLASS 2 POLE) EA 4 , * 2.4M (8') MAST ARM FOR WOOD POLE 2 * MOUNTING 50 WATT HPS LUMINAIRE , * CABLE STRAPS EA 400 , * 12 CIRCUIT DISCONNE( HANGER EA 8 , * 9.5MM ( 3 / 8" ) STEEL GUY M 500 , * GROUND ANCHORS EA 8 , * YELLOW PLASTIC GUY GUARD EA 8 , * DOUBLE EYE ANCHOR ROD EA 8 , * 16MM X 2.4M (5/8" X 8') ROD/CLAMP EA 2 , * 38MM ( 1 1 / 2" ) WEATHERHEAD EA 2 , * 50MM ( 2" ) WEATHERHEAD EA 4 , * 75MM (3") EA 1 * 250 WATT HPS LUMIN RE 2 , * 8 PHASE NEMA CO ROLLER COMPLETE WITH 1 * A E CABINET AND . SSORIES , * ON-STREET TERIAL MASTER CONTROLLER UNIT EA 6 * 2 CHANN DETECTOR CARDS EA , * ~ OM~~ EA 1 , * RM EA 1 , , SPECIFICATION DATA , , * 09/19 SHEET W , * *F.R. DIV.6 * TEXAS * XXXXXXXXXXXXXX * SHEET * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * DESCRIPTION UNIT * CONT'D * DIA UP TELEPHONE LINE · EA , * SIGN R -12 EA 4 , * STREET N SIGNS EA 4 * *********FOR EMPORARY SIGNALS * LIST OF MATERIAL * ' SUBSIDIARY TO ITEM 681 , , , · * DESCRIP ON UNIT QUANTITY , , * S 2 POLE ) EA 4 , * 8M (26') STRAIN POLE ~ EA X , * TY 750A FOUNDATION M XX , * 300MM (12") SIGNAL HEAD SECTION EA 32 , * 3 SECTION SIGNAL HEAD EA 4 , * 5 SECTION SIGNAL HEAD EA 4 , , 2.4M (8') LUMINAIRE MAS ARM FOR WOOD POLE EA 2 * MOUNTING WITH 250 LUMINAIRE , * 12 CIRCUIT DISCO HANGER 8 , * CABLE STRAPS EA 400 , * 9 . 5MM (3/8") EEL GUY CABLE M 500 , * GROUND ANC RS EA 8 * YELLOW ~ STIC GUY GUARD EA 8 , * DOUB EYE ANCHOR ROD EA 8 , * LO DETECTOR SAWCUT . M 1 , * /240)000(NS)GS(T)TP(O) EA 1 , * SPECIFICATION DATA , * 09/19 SHEET X , * *F,R, DIV,6 * TEXAS * XXXXXXXXXXXXXX * SHEET , , * * DALLAS COUNTY * HWY FM XXXX *CONT XXXX-XX-XXX , , , * GENERAL NOTES AND SPECIFICATION DATA-- , , * DESCRIPTION UNIT Q * CONT'D , * NEMA CONTROLLER COMPLETE WITH EA * MOUNTED CABINET AND ACCESSORIES , * 2 DETECTOR CARDS EA 6 , * GROUND (TY A) (W/APRON) EA X , * 16MM X 2,4M /8" X 8') COPPERCLAD GND ROD/CLAMP 1 , * 38MM (1 1/2") CONDUIT M 4,3 * 50MM (2") RM M XX , * 75MM (3") RM CONDUIT M XX , * 25MM (1") PVC CONDUIT M XX , * 50MM ( 2" ) PVC CONDUIT M XX , * 75MM (3" ) PVC CONDUIT M XX , * 38MM (1 1/2") WEATHERHEAD EA 2 * 50MM (2") WEATHERHEAD ""~ EA X , * 75MM (3") WEATHERHEAD " EA 1 * NO, 6 AWG BARE CNDR "' M XX , . * NO. 6 AWG TYPE CNDR , '.~ * NO, 8 AWG TYPE CNDR M~''-- XXXX , * 7 CNDR TRAFF C SIGNAL CABLE (TYPE A) M "".-. XXX , ',,. * 2 CNDR T FIC SIGNAL CABLE (TYPE C) M "' , ".. * SIGN R -12 ' EA 41"'-.,- * STR T NAME SIGNS i ITY SUPPLIED EQUIPMENT , ******* * LIST OF MATERIAL * FURNISHED BY THE CITY OF 7afXXXXXXXX , * SPECIFICATION DATA , * 09/19 SHEET Y