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GENERALTRAFFIC SIGNALTRAFFIC CONTROL1.1.1.THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION.2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT THE PROJECT SITE,ALL ITEMS RELATING TO THE CONSTRUCTION OF TRAFFIC SIGNAL INSTALLATIONS, EXCEPT FORTHE CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES INPUNCHLIST ITEMS, SHALL BE COMPLETED PRIOR TO THE ACTIVATION OF THE SIGNAL SYSTEM(S),CONFORMANCE WITH PART VI OF THE MOST RECENT EDITION OF THE MANUAL ONUNLESS OTHERWISE REQUIRED BY THE CONTRACT.UNIFORM TRAFFIC CONTROL DEVICES AND THE APPROVED TRAFFIC CONTROL PLAN.CONTRACTOR PROPERTY, EQUIPMENT, AND WORK.2.3.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS OF CONSTRUCTION DIRT ANDTHE CONTRACTOR SHALL MEET WITH THE FORT BEND COUNTY TRAFFIC SIGNAL MAINTENANCE GROUPSTHE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACHDIRECTION DURING WORKING HOURS EXCEPT DURING FLAGGING OPERATIONTHE DESIRED ACTIVATION OF ANY NEW TRAFFIC SIGNALS. THE CONTRACTOR SHALL OBTAINVERBAL CONCURRENCE FROM THE TRAFFIC INSPECTOR THAT ADEQUATE PROGRESS HAS BEEN4.2.FIELD INSPECTOR, HEREAFTER REFERRED TO AS THE TRAFFIC INSPECTOR, ONE-WEEK PRIOR TODEBRIS AT CLOSE OF EACH WORK DAY.THE CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF THE JOB SHALLBE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK.3.LANE CLOSURES SHALL BE DURING OFF-PEAK HOURS ONLY (MONDAY THROUGH FRIDAYACHIEVED AND THAT ADEQUATE PREPARATIONS ARE IN PLACE TO SCHEDULE A PRE-"TURN ON"9 A.M. TO 4 P.M.) UNIFORMED PEACE OFFICERS OR FLAGGERS IN RADIO CONTACT AREWALK-THROUGH INSPECTION MEETING. IF IN THE OPINION OF THE TRAFFIC INSPECTOR, REQUIREDREQUIRED TO DIRECT TRAFFIC DURING LANE CLOSURES.PROGRESS AND ADEQUATE PREPARATIONS ARE NOT COMPLETE, THE PRE-"TURN ON"5.PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITH CONCURRENCE FROM THE FIELDWALK-THROUGH INSPECTION MEETING WILL BE POSTPONED TO ALLOW ADEQUATE TIME FORENGINEER, SHALL DETERMINE HIS/HER LAY-DOWN AND/OR STAGING AREA LOCATIONS.6.THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 24 HOURS PRIOR TOBLOCKING DRIVEWAYS OR ENTERING UTILITY EASEMENTS.7.TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS AND PEDESTRIAN ACCESS FACILITIES SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION WITH ALL WEATHER SURFACES.PLANS, IF ALLOWED, MUST INCLUDE APPROPRIATE DETOUR SIGNAGE, PUBLIC NOTICE VIASIGNAGE TWO WEEKS IN ADVANCE STATING THE DATES OF THE AGREED UPON DATE OFSHALL REQUEST THE TRAFFIC INSPECTOR REVIEW AND APPROVE ITEMS PREVIOUSLY IDENTIFIED.CLOSURE AND DATE THE ROAD WILL RE-OPEN TO TRAFFIC. CONTRACTOR TO USE (WITHIF, IN THE OPINION OF THE TRAFFIC INSPECTOR, ALL ITEMS HAVE BEEN ADDRESSEDPRIOR APPROVAL OF THE FIELD ENGINEER) HIGH EARLY STRENGTH CONCRETE AND OTHERSATISFACTORILY, THE DATE OF THE PRE-"TURN ON" WALK-THROUGH INSPECTION SHALL BERELATED CONSTRUCTION METHODS TO MINIMIZE THE DURATION OF THE DETOUR AND TOESTABLISHED. TIME EXTENSIONS TO THE CONTRACT TIME WILL NOT BE GRANTED FOR DELAYSENSURE THAT THE ROADWAY IS OPEN ON, OR PRIOR TO, THE AGREED UPON DATE.CAUSED BY INCOMPLETE CONSTRUCTION OR INADEQUATE CONTRACTOR PREPARATIONS REQUIREDOR THE IMPLEMENTATION OF AN ADDITIONAL, REVISED, OR NEW TRAFFIC CONTROLPRIOR TO ACTIVATING A NEW TRAFFIC SIGNAL, THE CONTRACTOR SHALL REQUEST A PRE-TURN ONELEMENT, THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO GIVE A DETAILEDWALK-THROUGH INSPECTION MEETING, IN ACCORDANCE WITH ITEM 2. THE PURPOSE OF THEDESCRIPTION OF THE CONTRACTOR'S PLAN AND PREPARATIONS. THE CONTRACTORTO RELOCATE OR REPLACE THESE ITEMS OUTSIDE OF THE COUNTY'S RIGHT-OF-WAY.MEETING WILL BE TO ESTABLISH THAT THE TRAFFIC SIGNAL SYSTEM HAS BEEN CONSTRUCTED INSHALL OBTAIN WRITTEN CONCURRENCE FROM THE ENGINEER THAT ADEQUATE PROJECTIF THE OWNER HAS FAILED TO DO SO, THE CONTRACTOR WILL REPLACE THEM WITH THEACCORDANCE WITH THE CONTRACT, AND IN A MANNER THAT DOES NOT ADVERSELY IMPACTPROGRESS HAS BEEN ACHIEVED AND THAT ADEQUATE PREPARATIONS ARE IN PLACEMINIMUM LEVEL OF QUALITY NEEDED TO SECURE THE PROPERTY AND/OR MAINTAIN MAILPUBLIC SAFETY. THIS MEETING SHALL BE ATTENDED BY THE TRAFFIC INSPECTOR, THE ENGINEERPRIOR TO SWITCHING TRAFFIC. IF, IN THE OPINION OF THE ENGINEER, REQUIREDDELIVERY. IN THAT CASE, PAYMENT FOR THESE INSTALLATIONS WILL BE INCLUDED AS EXTRAOF RECORD, AND THE CONTRACTOR. AS A MINIMUM, ANY DEFICIENCIES THAT ADVERSELY IMPACTPROGRESS AND ADEQUATE PREPARATIONS ARE NOT COMPLETE, THE CONTRACTOR SHALLWORK ITEMS OR AS OVERRUNS TO EXISTING PAY ITEMS.PUBLIC SAFETY WILL BE IDENTIFIED FOR CORRECTION PRIOR TO ESTABLISHING THE "TURN ON" DATENOT IMPLEMENT THE NEXT PHASE, STEP, OR ELEMENT OF TRAFFIC CONTROL UNTILFOR THE TRAFFIC SIGNAL SYSTEM. ITEMS THAT HAVE AN IMPACT ON PUBLIC SAFETY INCLUDE,INCOMPLETE CONSTRUCTION ITEMS OR PREPARATIONS ARE COMPLETED. TIME EXTENSIONSANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS LOCATED OUTSIDE OF THEBUT ARE NOT LIMITED TO: PAVEMENT MARKINGS AND SIGNAGE, PROPER AND ACCEPTABLEWILL NOT BE GRANTED FOR DELAYS CAUSED BY THE INCOMPLETE CONSTRUCTION ITEMSCOUNTY'S RIGHT-OF-WAY, SHALL BE REPLACED WITH LIKE-KIND OR BETTER AT THEBONDING OF EARTH GROUNDS, PROPERLY ALIGNED TRAFFIC SIGNALS, FULLY OPERATIONALOR INADEQUATE CONTRACTOR PREPARATIONS REQUIRED TO IMPLEMENT TRAFFIC CONTROL.CONTRACTOR'S EXPENSE.VEHICULAR AND PEDESTRIAN DETECTION, COMPLETED CABINET-TO-FIELD WIRING, AND PROPERLY3.GENERAL NOTES.dw g6.TRAFFIC CONTROL PER THE CONTRACT IS REQUIRED FOR THE ENTIRE DURATION OF THEALSO, IF THESE ITEMS ARE LOCATED WITHIN THE PROJECT RIGHT-OF-WAY AND AREIDENTIFIED AS BEING CRITICAL TO PUBLIC SAFETY PRIOR TO THE PRE-TURN ON WALK-THROUGHPROJECT, INCLUDING THE PUNCHLIST PERIOD. PAYMENT FOR TRAFFIC CONTROL THAT ISDESIGNATED TO REMAIN, ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS,MEETING WILL RESULT IN THE "TURN ON" BEING POSTPONED TO ALLOW ADEQUATE TIME FOR THEPROPERLY INSTALLED FOR LESS THAN A FULL MONTH SHALL BE BASED ON ASHALL BE REPLACED WITH LIKE-KIND OR BETTER AT THE CONTRACTOR'S EXPENSE.INCOMPLETE ITEMS TO BE COMPLETED. AT SUCH TIME AS MEETING ATTENDEES AGREE THAT THEPERCENTAGE BASIS OF THE TIME INSTALLED. TRAFFIC CONTROL PAYMENTS TO THETRAFFIC SIGNAL HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT, AND THAT THECONTRACTOR SHALL END 10 DAYS AFTER SUBSTANTIAL COMPLETION, ALTHOUGH PROPERTREES, BUSHES, SHRUBBERY AND OTHER DAMAGED PLANTINGS DESIGNATED TO REMAINTRAFFIC SIGNAL, AS IT EXISTS, IS NOT A THREAT TO PUBLIC SAFETY, A "TURN ON" DATE WILL BETRAFFIC CONTROL MUST BE MAINTAINED UNTIL PUNCHLIST COMPLETION.SHALL BE REPLACED WITHIN 72 HOURS OF REMOVAL AND ARE TO BE THOROUGHLYESTABLISHED.7.WATERED-IN. NO SEPARATE PAY.4.9.PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM DAMAGETHE BASIS OF ESTIMATION FOR THE TRAFFIC CONTROL BID ITEMS, AND IS TO BE UTILIZEDAND IMPLEMENTED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.MEETING OR AT THE TIME THE SIGNAL SYSTEM IS ACTIVATED THAT ARE NOT OTHERWISEIF THE CONTRACTOR CHOOSES TO USE A DIFFERENT TCP, HE/SHE SHALL PREPARE ANDADDRESSED PRIOR TO ACTIVATION OF THE TRAFFIC SIGNAL SYSTEM.10.SUBMIT THE ALTERNATIVE TCP TO THE COUNTY FOR APPROVAL NO LESS THAN 10 WORKINGIRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTEREDPROFESSIONAL LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY.5.DAYS PRIOR TO THE PROPOSED IMPLEMENTATION DATE. THE TCP SHALL BE DRAWN TO SCALETHE CONTRACTOR'S ATTENTION IS DIRECTED TO STANDARD SPECIFICATION ITEM 1000, TRAFFIC SIGNALAND SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATEINSTALLATION AND MODIFICATION, WHICH INCLUDES PROCEDURES AND REQUIREMENTS REGARDING11.CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF STAKINGOF TEXAS. UPON APPROVAL BY FORT BEND COUNTY, THE ALTERNATIVE PLAN SHALL BECOMEACTIVATION OF TRAFFIC SIGNAL CONTROL SYSTEMS. THE PROJECT MANUAL MAY INCLUDE SPECIALNOTES TO BE PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION.THE BASIS FOR A "CHANGE IN CONTRACT" TO REVISE THE TRAFFIC CONTROL BID ITEMSSPECIFICATIONS AND/OR SPECIAL PROVISIONS RELATED TO PROPOSED TRAFFIC CONTROL SIGNALACCORDINGLY AND BECOME PART OF THE CONTRACT DOCUMENTS.SYSTEM INSTALLATION(S) AND MODIFICATION(S) REQUIRING THE CONTRACTOR'S ADHERENCE TO12.THE COUNTY OR THE COUNTY'S SURVEYOR SHALL PROVIDE A BENCHMARK OR TEMPORARYDEFINED CHECKLISTS, PROCEDURES AND/OR REPORTS AT NO ADDITIONAL COST TO THE COUNTYBENCHMARK AND SURVEY CONTROLS.13.INSPECTION BY THE ENGINEER.14.8.BEYOND THE ESTABLISHED BID ITEMS OF THE CONTRACT.THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINED RECORD DRAWINGS ON SITE FORTHE PURPOSE OF THE CONSTRUCTION SEQUENCE AND TRAFFIC HANDLING OUTLINED HEREINIS TO DOCUMENT A VIABLE TCP THAT CAN BE UTILIZED TO CONSTRUCT THE PROJECT. IT ISTHE CONTRACTOR SHALL HAVE 10 DAYS FROM THE DATE THE TRAFFIC SIGNAL SYSTEM IS TURNEDON TO COMPLETE ANY PUNCHLIST ITEMS IDENTIFIED AT THE PRE-"TURN ON" WALK-THROUGHBY TRACKED EQUIPMENT.GENERAL NOTES\FORT BENDONE DAY PRIOR TO THE IMPLEMENTATION OF A TRAFFIC CONTROL PLAN PHASE OR STEP,COUNTY'S RIGHT-OF-WAY. NOTE: PRIOR TO CONSTRUCTION, THE PROPERTY OWNER WAS PAIDTERMINATED ELECTRICAL SERVICE CONDUCTORS. FAILURE TO ADDRESS THE PUNCHLIST ITEMSCO5.THE CONTRACTOR SHALL REMOVE ANY FENCES, POSTS, MAILBOXES, PLANTERS, PERMANENTTRASH CONTAINERS, CULVERTS, ETC. OR SECTIONS THEREOF, THAT ENCROACH WITHIN THEJ:\1704\1601\Fort Bend County Standards\Fort Bend County STD\FBCDETOURS REQUIRE PRIOR APPROVAL OF THE FIELD ENGINEER AND PRECINCT. DETOURCONTRACTOR HAS COMPLETED ALL INCOMPLETE ITEMS AND PREPARATIONS, THE CONTRACTORTO COMPLETE TRAFFIC SIGNAL SYSTEM WITHIN THE TIMEFRAME SET FORTH IN THE CONTRACT.8.4.INCOMPLETE CONSTRUCTION ITEMS AND PREPARATIONS TO BE COMPLETED. AFTER THE6.ALL SIGNAL ALTERATIONS MUST BE APPROVED AND COORDINATED THROUGH FBC ENGINEERING ANDROAD & BRIDGE.MOWING, MAINTENANCE, AND CLEAN-UP OF THE PROJECT SHALL MEET THE REQUIREMENT OFALL TEMPORARY PAVEMENT MARKINGS ON PERMANENT PAVEMENT SHOULD BE RPMS ORTABS.9.TRAFFIC PATTERN CHANGES REQUIRE CHANGEABLE MESSAGE BOARDS PLACED AT LEAST 2WEEKS IN ADVANCE OF PROPOSED CHANGE. QUANTITY, PLACEMENT AND WORDING TBD BYFBC.SPECIFICATION ITEM 560 (NO SEPARATE PAY). MOWING, MAINTENANCE, AND CLEAN-UP ISREQUIRED FOR THE PROJECT LIMITS AND DURATION, REGARDLESS OF THE CONTRACTOR'SSCOPE OF ACTIVITIES WITHIN THE PROJECT LIMITS.15.THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TO COMPLETE THE WORK SHALL BEINCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE.16.IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE NECESSARY MATERIAL ON-SITE ORAT A SECURED OFF-SITE LOCATION AT NO ADDITIONAL EXPENSE TO FORT BEND COUNTY.ANY SUITABLE EXCAVATED MATERIAL ON THE PROJECT WHICH IS AVAILABLE AT THE TIME OF NEED;WHETHER FROM STORM SEWER, ROADWAY, AND/OR CHANNEL EXCAVATION, SHALL BE USED BEFOREBORROW IS BROUGHT ON-SITE.17.MANHOLES, JUNCTION BOXES, INLETS, AND RISERS ARE TO BE PRE-CAST OR CAST IN PLACE.18.THE FOLLOWING DETAILS ARE MINIMUM REQUIREMENTS AND MAY BE SUPERSEDED BYGEOTECHNICAL ENGINEER RECOMMENDATIONS OR MORE STRINGENT REQUIREMENTS FROM THECITY'S ETJ PROJECT IS WITHIN.19.NO.1POP UP DRAINS ARE NOT ALLOWED IN FORT BEND COUNTY RIGHT OF WAY.REVISIONSDATENAMEORIGINAL STANDARD ISSUED2-1-22RJSPROJECT TITLE:FORT BEND COUNTYDRAWN BY:INITENGINEERING DEPARTMENTFBCEDSTANDARDINITCK'D BY:SHEET DESCRIPTION:PUBLIC WORKS AND SUBDIVISION03SCALE:GENERAL NOTESNONEDATE:2-1-22APPROVED BY:SHEET NO:

TRAFFIC SIGNAL1.INSTALL SIGNS AND SIGNALS HORIZONTALLY ON MAST ARM 17 FT-6 IN MINIMUM ABOVE THEROADWAY.2.FURNISH BLACK HOUSING FOR VEHICLE SIGNALS WITH 12-IN LENS AND BLACK BACKPLATES.3.TRAFFIC SIGNAL STRAIN POLES AND MAST ARMS SHALL BE STANDARD GALVANIZED. (SIGNALPOLES AND MAST ARMS SHALL BE POWDER-COATED IN BLACK POLES UNLESS OTHER ENTITY ISPAYING FOR UPGRADES.)4.FURNISH VEHICLE AND COUNTDOWN PEDESTRIAN SIGNALS WITH LIGHT EMITTING DIODE (LED) SIGNALLAMP UNITS.5.SYMBOLIC PEDESTRIAN SIGNAL HEAD SHALL BE LED AUDIBLE PEDESTRIAN AND 12-IN COUNTDOWN.6.USE DIAMOND GRADE RETROREFLECTIVE SHEETING FOR SIGNS MOUNTED UNDER OR ADJACENT TO THESIGNAL HEADS.7.FURNISH SYMBOL TYPE PEDESTRIAN COUNTDOWN SIGNALS. INSTALL USING MOUNTING HEIGHT INACCORDANCE WITH THE LATEST "TEXAS MANUAL ON UNIFORM CONTROL DEVICES."8.FURNISH MATERIALS NECESSARY TO INSTALL ACCESSIBLE PEDESTRIAN UNITS (SEE FBC APPROVEDTRAFFIC SIGNAL EQUIPMENT LIST) AS SHOWN IN THE PLANS. INSTALL PUSH BUTTON AT 3 FT-6 IN.TO 4 FT.-0 IN ABOVE THE SIDEWALK OR CONCRETE WALKWAY.9.ROUTE CABLE FOR LUMINAIRES (4/C NO. 12 TRAY CABLE) TO THE SERVICE ENCLOSURE. SEEELECTRICAL DETAILS SHEET.10.INSTALL FULL-ACTUATED, ETHERNET-CAPABLE CONTROLLER WITH INTERNAL TIME BASED COORDINATIONUNIT AND COMMUNICATION IN A BASE MOUNTED CABINET. SEE FBC APPROVED TRAFFIC SIGNALEQUIPMENT LIST.11.LOCATE CONTROLLERS, STEEL POLES, DETECTION ZONES AS APPROVED BY FORT BEND COUNTY INTHE FIELD.12.REPAIR OR REPLACE PAVEMENT AND SIDEWALKS DAMAGED BY THE CONTRACTOR'S FORCES DURINGCONSTRUCTION AT NO COST TO THE COUNTY.13.FURNISH AND INSTALL DUCT SEAL TO ENCLOSE THE ENDS OF EACH CONDUIT CONTAINING SIGNALCABLE.14.THE CONTRACTOR SHALL INSTALL A CLOSED NIPPLE WITH LOCK NUT AND BUSHING (SIZE ASREQUIRED) TO PREVENT ABRASION TO SIGNAL CABLE WHERE THE CABLE ENTERS THE UPPER PORTIONOF THE SIGNAL POLE.15.DO NOT PLACE SIGNAL HEADS OVER THE ROADWAY UNTIL ALL NECESSARY MATERIALS ARE ON HANDAS APPROVED.22.23.J:\1704\1601\Fort Bend County Standards\Fort Bend County STD\FBCGENERAL NOTES.dw gWRAP SIGNAL HEADS WITH DARK PLASTIC OR SUITABLE MATERIAL TO CONCEAL THE SIGNAL FACESCOINSTALL TWO SET SCREWS ON ALL VEHICLE SIGNAL HEAD MOUNTING HARDWARE FITTINGS.17.GENERAL NOTES\FORT BEND16.FROM THE ITEM OF INSTALLATION UNTIL PLACING INTO OPERATION. DO NOT USE BURLAP.18.INSTALL A 5/8-IN (MINIMUM) EYE BOLT FOR THE POINT OF ATTACHMENT BELOW THE SERVICEENTRANCE WEATHERHEAD FOR THE SERVICE DROP (120/240 VOLT SERVICE) TO STEEL POLE.19.LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES SHALL BE IN COMPLIANCE WITH TXDOT STANDARDS.20.PROVIDE LIGHT-EMITTING DIODE (LED) LUMINAIRES EQUIVALENT TO "250 WATT HIGH PRESSURESODIUM" LUMINAIRES, OPERATING AT 240 VOLTS.21.GROUND STEEL MAST ARM POLE ASSEMBLIES IN ACCORDANCE WITH REQUIREMENTS SHOWN ON THELATEST TXDOT TRAFFIC SIGNAL POLE FOUNDATION STANDARD. USE THE GROUNDING LUG ON THE POLETO GROUND THE POLE TO THE GROUND CONDUCTORS FROM THE CONDUITS.VERIFY THE CORRECT MAST ARM POLE LENGTHS FOR THE ULTIMATE CONFIGURATION OF THISSIGNALIZED INTERSECTION PRIOR TO ORDERING THE EQUIPMENT.ELECTRICAL POWER TO OPERATE THE TRAFFIC SIGNAL INSTALLATION WILL BE PLACED IN THE COUNTY'SNAME. THIS INCLUDES ALL POWER TO OPERATE THE SIGNAL DURING THE VARIOUS PHASES OFCONSTRUCTION AND DURING THE TEST PERIOD PRIOR TO ACCEPTANCE OF THE WORK BY FORT BENDCOUNTY.24.INSTALL PEDESTRIAN SIGNAL POLES WITH SCREW-IN ANCHOR FOUNDATION.25.THE ENGINEER WILL PROVIDE PHASING AND TIMINGS FOR TEMPORARY AND PERMANENT TRAFFICSIGNALS.26.EXISTING STOP SIGNS AND SCHOOL CROSSING ASSEMBLIES AT THE INTERSECTION SHALL BE REMOVEDAND RETURNED TO FORT BEND COUNTY.27.ALL EXISTING EQUIPMENT THAT WILL NOT BE INSTALLED ON THE SIGNAL POLES AND/OR MAST ARMSSHALL BE RETURNED TO FORT BEND COUNTY.28.ALL TRAFFIC SIGNAL POLE FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER ORREPRESENTATIVE IN THE FIELD PRIOR TO DRILLING.29.FURNISH VIDEO IMAGING VEHICLE DETECTION SYSTEM (VIVDS) CABLE RECOMMENDED BY MANUFACTUREROR PURCHASE CABLE FROM THE SAME MANUFACTURER THAT SUPPLIED/PROVIDED THE VIVDSEQUIPMENT.30.THE LOCATION OF THE VIVDS DETECTION ZONE IS APPROXIMATE. THE EXACT LOCATION WILL BEDETERMINED BY THE ENGINEER AND/OR FORT BEND COUNTY ROAD AND BRIDGE SIGNAL TECHNICIANS.31.THE VENDORS' REPRESENTATIVES OF THE VIVDS EQUIPMENT SUPPLIED FOR THIS PROJECT MUSTSUPERVISE THE INSTALLATION, SETUP AND TESTING. THE REPRESENTATIVE MUST BE ON SITE DURINGTHIS TIME. ANY EQUIPMENT REQUIRED FOR SETUP AND OPERATION OF THE VIVDS DEVICES MUSTBE PROVIDIED TO THE COUNTY UPON COMPLETION.NO.1REVISIONSDATENAMEORIGINAL STANDARD ISSUED2-1-22RJSPROJECT TITLE:FORT BEND COUNTYDRAWN BY:INITENGINEERING DEPARTMENTFBCEDSTANDARDINITCK'D BY:SHEET DESCRIPTION:TRAFFIC SIGNAL NOTES04SCALE:NONEDATE:2-1-22SHEET NO:APPROVED BY:

EXIST. PVMT.TABLE 1(CONSTRUCTION JOINT DOWELS)(E.G. 24' HALF BOULEVARD SECTION, 2 LANE)PAVEMENTEXISTING PAVEMENTDOWEL SIZEPAVEMENT DEPTH(TO BE REMOVED)AS CLOSE TO CURB#4 BAR 6"(SEE NOTE 2)LINE AS POSSIBLE#5 BAR6" D 9"REINFORCEMENTEXISTING PAVEMENTFULL DEPTH SAWCUT,#6 BAR(TO REMAIN)EXPANSION JOINT DOWELS 12" O.C.9"0 1/4 "PAVEMENT THICKNESS (D) DOWEL DIA.EXISTINGREINFORCING BARS2"DOWEL SHALL BE DRILLED INTOEXISTING PAVEMENT (MIN. 10",6"3/4"7"1"(MIN.)MAX. 12") AND EPOXIED.(SEE ITEM 361.3)30" DOWEL10" (MIN.)(SEE TABLE 1)8"1"9" & 10"1 1/4"12" (MAX.)15" MIN.STEP 1 DEMOLITION OF EXISTING PAVEMENTCONSTRUCTION JOINTNEW PAVEMENTSEE NOTE 1SEE TABLE 1 FOR DOWEL SIZEPROPOSED PAVEMENT(E.G. ADDED 3RD LANE)TYPICAL CONCRETE ROADWAY9 3/4 "WIDENING DETAILJOINT SEALANTEXIST PAVEMENT6"(SEE NOTE 3)PROPOSED PAVEMENTD/212" C-C12"SMOOTH BARSTEP 2 CONSTRUCTION OF NEW PAVEMENTD/2VAREXISTING PAVEMENTTO REMAIND#4 BAR1/4" SAWED JOINT#4 TIE BARSLAP SPLICEBAR TO MOVE)1"DOWEL AT12"CONCRETE TO CONCRETEWITH SEALANT(MIN. 30" IN LENGTH)(SEE GENERAL NOTE 6)@ SAME SPACING AS11"VARIESSTANDARD PAVEMENT TIE-IN5"TRANSVERSE STEEL OR3/4"FORMED KEYWAY24" MAX. C-C(SEE GENERAL NOTE 3)9"9"SCALE: 1" 1'-6"HEAVY PLASTIC TUBEREDWOODA: UNDERCUT BAR LAYOUT1'-6"D/2NOTES FOR STANDARD PAVEMENT TIE-IN: D/21 1/2 "TRANSVERSE STEELFIRST POUR1 1/2 "1. REINFORCING CENTERED IN PROPOSED PAVEMENT, 3" CLEAR ATEDGES.DOWEL TYPE EXPANSION JOINT2. ONLY FULL DEPTH SAWCUTS WILL BE ALLOWEDSCALE: 1" 6"3. USE FULL DEPTH SAWCUT WITH DRILLED IN DOWELS (AS SHOWN IN THECONCRETEPAVEMENT"TYPICAL CONCRETE ROADWAY WIDENING DETAIL" ON THIS SHEET.15"NOTES FOR DOWEL EXPANSION JOINT:COATED WITH6"LONGITUDINAL STEELOR DOWEL TYPEEXPANSION JOINT(SEE PLANS)THICKNESS3"SCALE: 1" 1'-6"4"12"B: TYPICAL HEADERTHE SAWCUTTING AND DOWELS WILL BE AT CONTRACTOR'S EXPENSE.1. EXPANSION JOINT SHALL BE PLACED AT THE END OF EACH CURB4. ALL PAVEMENT CONCRETE SHALL BE 512 SACK PER CY,RADIUS AND SPACED AT A MAXIMUM DISTANCE OF 60 FEET.ASPHALT &LONGITUDINAL CONSTRUCTION JOINTWRAPPED WITH2. CENTER DOWEL HORIZONTALLY ON JOINT.BURLAP FOR3. EXPANSION JOINT BARS SHALL BE HELD PARALLEL TO THE FINISHEDFUTURE PAVE-3500, PSI AT 28 DAYS5. SIZE OF DOWEL BARS SHALL CONFORM TO TABLE 1. DOWELSSHALL BE PLACED 24" CENTER TO CENTER OR MATCHCONCRETE SURFACE.EXISTING, IF CLOSERMENT TIE.EXISTING FLEXIBLEPAVEMENT HEADER/ UNDERCUTPAVEMENT STRUCTUREPROPOSED REINFORCEDN.T.SPAVEMENT1/4" SAWED JOINT3"WITH SEALANTD/2(SEE GENERAL NOTE 6)BRIDGE APPROACH SLABD/4GENERAL NOTES:ROADWAY PAVEMENT (THICKNESS VARIES)D1. FOR FURTHER INFORMATION REGARDING THE PLACEMENT OF CONCRETE1 1/4" x 2'-0" SMOOTH DOWELDAND REINFORCING, REFER TO ITEM 360 HARRIS COUNTY SPECIFICATIONS 2. THE CHAIRS USED TO SUPPORT THE BAR MATS SHALL BE OF SUFFICIENT@ 12" O.C. STRUCTURAL QUALITY AND NUMBER TO HOLD THE MAT WITHIN THE10"PLACEMENT HEIGHT, AND SHALL BE OF A TYPE APPROVED BY THECONCRETE PAVEMENTEXPANSION JOINT2"MATCH PAVEMENTENGINEER. SPACING OF BAR SUPPORT CHAIRS SHALL BE 3'-0" MAXIMUM.3'-0"AND SUBGRADE3. SAWED CONTRACTION JOINTS SHALL BE USED FOR LONGITUDINAL JOINTSWHEREVER MORE THAN ONE LANE WIDTH IS PLACED IN A SINGLE POUR.KEYED CONSTRUCTION JOINTS SHALL BE USED AT ALL OTHER JOINTS.DCONTRACTION JOINT (SAWED)4. ALL SAW CUTTING SHOWN ON THIS DETAIL SHALL BE INCIDENTAL TOTYPICAL PAVING HEADERITEM 360 "CONCRETE PAVEMENT".SCALE: 1" 1'-6"6"J:\1704\1601\Fort Bend County Standards\Fort Bend County STD\DONE\FBCCONCRETE PAVEM ENT DETAILS\CONCRETE PAVEM ENT DETAILS- 1of2.dw g#4 BAR0 3/4 " GAP(ALLOWS DOWEL(SEE GENERAL NOTE 6)MIN.3"SCALE: 1" 1'-6"WITH 1/4" RADIUSSCALE: 1" 1'-6"5. D THICKNESS OF CONCRETE PAVEMENT. · FOR DEVELOPMENT PROJECTS SEE REGULATIONS OF FORT BENDCOUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE OFNOTE FOR CONTRACTION JOINT:INFRASTRUCTURE.NOTES FOR PAVING HEADER:2'-0" (MIN.)3'-0" (TYP.)1. 20'-0" MAXIMUM SPACING BETWEEN JOINTS.1. ADDITIONAL CONCRETE FOR PAVING HEADER SHALL BE6. ALL CONSTRUCTION JOINTS SHALL BE SEALED. JOINT SEALANT SHALLCONFORM TO THE REQUIREMENTS OF ITEM 360CONSIDERED INCIDENTAL TO VARIOUS PAVING BID ITEMS.CEMENT STABILIZED SAND (1.5 SACK/TON)UNDER APPROACH SLAB AND ROADWAY PAVEMENT2. DISTURBED MATERIAL IN THE FLEXIBLE PAVEMENT WILL7. NO TRAFFIC ON CONCRETE PAVEMENT UNTIL 7 DAYS CURE TIMEBE BACKFILLED WITH ASPHALT CONCRETE PAVEMENT (ACP).AND 3,500 PSI HAS BEEN REACHED.THE ACP WILL BE CONSIDERED INCIDENTAL TO VARIOUSTYPICAL SECTIONPAVING BID ITEMS.PAVING TIE-IN TO BRIDGE APPROACH SLABSCALE: 1" 1'-6"NO.1REVISIONSDATENAMEORIGINAL STANDARD ISSUED2-1-22RJSPROJECT TITLE:DRAWN BY:FORT BEND COUNTYENGINEERING DEPARTMENTFBCEDSTANDARDINITCONSULTANT LOGOENGINEERS SEAL(LAYER "C-NON-PRINT")(LAYER "C-NON-PRINT")CK'D BY:INITSHEET DESCRIPTION:CONCRETE PAVEMENT DETAILS05SCALE:SHEET 1 OF 3AS NOTEDDATE:2-1-22APPROVED BY:SHEET NO:

1'-0"MEDIANR.O.W60'-0" MAX.ACP SURFACE0 1/2 "3" RADIUS#4 DEFORMED BARS(10" MIN. LAP SPLICE)#4 DEFORMED BARS 2'-2" LONGWITH 6"- 90 BEND AT ONE END,1'-6"20'-0"SPACED 5'-0" C-C1" RADIUSSLAB AND REBAR NOTES:1/4"/FT.6" 1. TYPICAL SLAB THICKNESS D 8"℄ CONTRA℄ CONTRAJOINTJOINT (SAWED)JOINT (SAWED)a. #4 BAR @ 18" C-C LONGITUDINAL10"b. #4 BAR @ 18" C-C TRANSVERSE24" MIN.MIN.8"℄ EXPA2. TYPICAL REBAR SIZE AND SPACING ARE:1 3. REBAR SIZE FOR PAVEMENT LESS THAN 8" THICKa. #4 BAR @ 24" C-C LONGITUDINAL(TYP.)b. #4 BAR @ 24" C-C TRANSVERSE STABILIZED4. REBAR SHALL NOT BE PLACED WITHIN 3" FROM THE EDGE 3"3"3"CLR.NOTE:SUBGRADEFLEXIBLETO FURTHER ROADWAYHORIZONTAL SCALE: 1" 6'-0"VERTICAL SCALE: 1" 1'-6"RECOMMENDATION.SAND (STABILIZEDBASE#4 DEFORMED BARS 1'-8" LONGACCORDANCE WITHSPECIFICATIONS PRIOREXPANSION AND CONTRACTION JOINTSREBAR SIZE AND SPACING WILL BE AS PER GEOTECHNICALCEMENT STABILIZED7. ALL BENT BARS SHALL BE GRADE 40 STEEL, ALL OTHERSUBGRADE MAYSHALL BE GRADE 60.WITH 6"- 90 BEND AT ONE END,EXTEND UNDERSPACED 5'-0" C-CMONOLITHIC CURB &8. MINIMUM LAP SPLICE 16".GUTTER IF ASPHALT9. LAP SPLICES SHOULD BE ON ALTERNATING BARS, ADJACENTCONSTRUCTIONCONCRETE ARE SAME6" MONOLITHIC CURB AND GUTTERJOINTSPACING OF TRANSVERSE6. FOR HEAVY INDUSTRIAL TRAFFIC, SLAB THICKNESS ANDCLR.STABILIZEDSOIL SHALL BECOMPACTED IN5. TYPICAL STABILIZED SUBGRADE THICKNESS IS 8 INCHES.3"℄ EXPASUBGRADEOF PAVEMENT.CONCRETE PAVEM ENT DETAILS\CONCRETE PAVEM ENT DETAILS- 2of2.dw g20'-0"1 6"12'-0"6"12'-0"LAP SPLICES ARE NOT ACCEPTABLE.TRANSVERSE BARDEPTHSCALE: 1" 1'-0"6"D24" MIN.8"(TYP.)36" C.C.0 1/2 "6"STABILIZED1/2 "D" OR AS APPROVEDSUBGRADEBY ENGINEERHORIZONTAL SCALE: 1" 3'-0"#4 BARSVERTICAL SCALE: 1" 1'-6"8" LONG @ 18" C-C4"LONGITUDINAL BARJOINT (SAWED)(NEW CONSTRUCTION FOR A 4 LANE HALF BOULEVARD)#4 BAR, CONTINUOUSNOTE:LONGITUDINAL CONTRACTIONTYPICAL STEEL REBAR REPLACEMENT AND SPACING OF LONGITUDINAL JOINTS3" RADIUS MAX.REINFORCEMENT TO BE11'-0"11'-0"11'-0"6"APPROXIAMETLY 30ºTRANSVERSE BARTYPICAL CONCRETE CURBLONGITUDINAL BAR7/8"Ø HOLE FILLEDREINFORCEMENT PLAN VIEWWITH EPOXY GROUT24" MIN.D(SEE ITEM 361.3)(TYP.)TOP OF CURB#4 CONTINUOUS36" SPACING4" X 12" CURBBAR REQ'D TIEDFOR CONCRETE OR ASPHALT PAVEMENTPLAN VIEWBY ENGINEER6"PERMISSIBLE12" WIDTHCONSTRUCTION JOIN

38. precinct funded project sign details 37. county/other founded project sign details 36. county funded project sign details 35. project sign details 34. metal beam guard fence 33. single guardrail terminal 53. street sign name and installation detail 52. typical ground sign installation 51. type iii barricade details 50. mid block boulevards 49.