04-5: Attachment C - Traffic Control Plan — original pdf

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SHEET NUMBER SUBSHEET SHEET TITLE SHEET LIST TABLE TC-01 TC-02 TC-03 TC-04 TC-04A TC-04B TC-05 TC-05A TC-05B TC-06 TC-06A TC-06B TC-07 TC-07A TC-08 TC-08A TC-09 TC-09A TC-09B TC-10 TC-10A TC-10B TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN SHEET INDEX AND BARRICADING SUMMARY TRAFFIC CONTROL NOTES WORK PHASING AND SEQUENCING NOTES BURLESON RD MEDIAN (PHASE 1A) (1 OF 3) BURLESON RD MEDIAN (PHASE 1A) (2 OF 3) BURLESON RD MEDIAN (PHASE 1A) (3 OF 3) BURLESON RD MEDIAN (PHASE 1B) (1 OF 3) BURLESON RD MEDIAN (PHASE 1B) (2 OF 3) BURLESON RD MEDIAN (PHASE 1B) (3 OF 3) S PLEASANT VALLEY RD (PHASE 2) BURLESON RD (PHASE 2) (1 OF 2) BURLESON RD (PHASE 2) (2 OF 2) BURLESON RD SUP (PHASE 2A) (1 OF 2) BURLESON RD SUP (PHASE 2A) (2 OF 2) BURLESON RD SUP (PHASE 2B) (1 OF 2) BURLESON RD SUP (PHASE 2B (2 OF 2) S PLEASANT VALLEY RD (PHASE 3) BURLESON RD (PHASE 3) (1 OF 2) BURLESON RD (PHASE 3) (2 OF 2) S PLEASANT VALLEY RD (PHASE 4) BURLESON RD (PHASE 4) (1 OF 2) BURLESON RD (PHASE 4) (2 OF 2) TC-11 TC-11A TC-12 TC-12A TC-13 TC-13A TC-13B TC-14 TC-15 TC-16 TC-16A TC-16B TC-16C TC-16D TC-16E TC-16F TC-16G TC-17 TC-18 TC-19 TC-20 TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN BURLESON RD SUP (PHASE 5) (1 OF 2) BURLESON RD SUP (PHASE 5) (2 OF 2) BURLESON RD SUP (PHASE 6) (1 OF 2) BURLESON RD SUP (PHASE 6) (2 OF 2) BURLESON RD SUP (PHASE 7) (1 OF 2) BURLESON RD SUP (PHASE 7) (2 OF 2) TRAFFIC CONTROL PLAN SEAL COAT FLAGGING OPERATIONS REFERENCE HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL TEMPORARY MEDIAN REFUGE ISLAND SETUP 2-WAY FLAGGING OPERATION WITH BIKE LANES HVJ TYPICAL DETAIL 2-WAY FLAGGING OPERATION WITH BIKE AND PARKING LANES HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL HVJ TYPICAL DETAIL 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE A) 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE B) 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE C) 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE D) 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE E) 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE F) 3-WAY FLAGGING OPERATION WITH BIKE LANES (TYPE G) NO PARKING SIGN SETUP COA STANDARD DETAIL CONTINENTAL CROSSWALKS & FLEX POST DETAILS COA STANDARD DETAIL COA STANDARD DETAIL TC-20A COA STANDARD DETAIL TC-21 TC-22 COA STANDARD DETAIL COA STANDARD DETAIL BARRICADING SUMMARY TABLES INTERSECTIONS INTERSECTION BURLESON RD / SANTA MONICA DR BURLESON RD / S PLEASANT VALLEY RD PLANNED IMPROVEMENTS PHASE 8 - TWO COURSE SURFACE TREATMENT PHASE 8 - TWO COURSE SURFACE TREATMENT 804S-1 8-9 OF 9 AND 804S-2 2-3 & 7-8 OF 8 804S-3 1-5 OF 5 804S-4 1-7 & 9 OF 9 804S-5 1-8 OF 13 804S-5 9-13 OF 13 AND 804S-1B 8 & 14 OF 14 TCP SHEET ALLOWED BARRICADING HOURS DURATION TC-16A THROUGH TC-16C MON-FRI 10:00AM-3:00PM SAT-SUN 7:00AM-7:00PM TC-16D THROUGH TC-16G MON-FRI 10:00AM-3:00PM SAT-SUN 7:00AM-7:00PM 1 DAY 1 DAY STREETS STREET CLASS SPEED LIMIT PROTECTION STATUS BURLESON RD 2 & 3 S PLEASANT VALLEY RD 3 BURLESON RD 2 & 3 BURLESON RD 2 & 3 S PLEASANT VALLEY RD S PLEASANT VALLEY RD BURLESON RD BURLESON RD 3 3 3 2 BURLESON RD 2 & 3 BURLESON RD 2 & 3 BURLESON RD 2 & 3 BURLESON RD 2 & 3 35 30 35 35 30 30 35 35 35 35 35 35 NA NA NA NA NA NA NA NA NA NA NA NA FROM TO PLANNED IMPROVEMENTS TCP SHEET TCP TYPE CATEGORY ALLOWED BARRICADING HOURS DURATION SANTA MONICA DR TERRILANCE DR PHASE 1 - MEDIAN DEMOLITION TC-04 THROUGH TC-05B & TC-14 BIKE LANE CLOSURE, 2-WAY FLAGGING, & PEDESTRIAN ISLANDS SHORT TERM STATIONARY MON-FRI 9:00AM-4:00PM SAT-SUN 7:00AM-7:00PM 5 TO 6 DAYS GEORGIA MEADOWS DR CUL-DE-SAC PHASE 2 - WEST SUP, ILLUMINATION, WATERLINE, AND PORTION OF CONCRETE CAP/CULVERT CONSTRUCTION TC-06 THROUGH TC-06B ROAD CLOSURE AT CUL-DE-SAC*, TRAIL DETOUR, & PEDESTRIAN ISLANDS ON BURLESON SANTA MONICA DR SANTA MONICA DR TERRILANCE DR PHASE 2A - SIDEWALK/SUP RAMP AND SIGNAL CONSTRUCTION (EAST SIDE OF BURLESON) TC-07 & TC-07A BIKE LANE CLOSURE, TRAFFIC SHIFT, & PEDESTRIAN ISLANDS TERRILANCE DR PHASE 2B - SIDEWALK/SUP RAMP AND SIGNAL CONDUIT CONSTRUCTION (WEST SIDE OF BURLESON) TC-08 & TC-08A BIKE LANE CLOSURE, TRAFFIC SHIFT, & PEDESTRIAN ISLANDS LONG TERM STATIONARY* LONG TERM STATIONARY LONG TERM STATIONARY GEORGIA MEADOWS DR CUL-DE-SAC PHASE 3 - ROADWAY, EAST SUP, STORM DRAIN, INLETS, WATERLINE RELOCATION**, CONCRETE CAP, DETENTION BOX, CULVERT, BIKE LANE AND ILLUMINATION CONSTRUCTION TC-09 THROUGH TC-09B ROAD CLOSURE AT CUL-DE-SAC & PEDESTRIAN ISLANDS ON BURLESON LONG TERM STATIONARY GEORGIA MEADOWS DR S PLEASANT VALLEY RD CUL-DE-SAC PHASE 4 - DRIVEWAY AND WEST SUP TIE-IN CONSTRUCTION TC-10 THROUGH TC-10B ROAD CLOSURE AT CUL-DE-SAC & PEDESTRIAN ISLANDS ON BURLESON TERRILANCE DR PHASE 5 - SUP TIE-IN AND ILLUMINATION CONSTRUCTION TC-11 & TC-11A BIKE LANE CLOSURE, TRAFFIC SHIFT, & PEDESTRIAN ISLANDS SANTA MONICA DR COUNTRY CLUB CREEK TRAIL PHASE 5A - ILLUMINATION CONDUIT CONSTRUCTION TC-16E & TC-16G HVJ TYPICAL DETAIL SANTA MONICA DR SANTA MONICA DR METCALFE RD S PLEASANT VALLEY RD TERRILANCE DR TERRILANCE DR PHASE 6 - SUP CONSTRUCTION WEST, ILLUMINATION CONSTRUCTION AND SIGNAL CONSTRUCTION SIDE OF BURLESON TC-12 & TC-12A BIKE LANE CLOSURE, TRAFFIC SHIFT, & PEDESTRIAN ISLANDS PHASE 7 - SUP TIE-IN AND SIGNAL CONDUIT CONSTRUCTION WEST SIDE OF BURLESON TC-13 T& TC-13A SUP/TRAIL CLOSURE, BIKE LANE CLOSURE, TRAFFIC SHIFT, & PEDESTRIAN ISLANDS SANTA MONICA DR PHASE 8 - TWO COURSE SURFACE TREATMENT AND PAVEMENT MARKING TERRILANCE DR PHASE 8 - TWO COURSE SURFACE TREATMENT AND PAVEMENT MARKING TC-13B & TC-15 HVJ TYPICAL DETAILS TC-14D & TC-16 HVJ TYPICAL DETAILS LONG TERM STATIONARY LONG TERM STATIONARY SHORT TERM STATIONARY LONG TERM STATIONARY LONG TERM STATIONARY SHORT TERM STATIONARY SHORT TERM STATIONARY 24/7* 30 DAYS 24/7 24/7 24/7 24/7 24/7 MON-FRI 9:00AM-4:00PM SAT-SUN 7:00AM-7:00PM 24/7 24/7 MON-FRI 9:00AM-4:00PM SAT-SUN 7:00AM-7:00PM MON-FRI 9:00AM-4:00PM SAT-SUN 7:00AM-7:00PM 20 DAYS 20 DAYS 75 DAYS 15 DAYS 10 DAYS 20 DAYS 30 DAYS 20 DAYS 4 DAYS 4 DAYS * ROAD CLOSURE SHALL BE SHORT TERM STATIONARY, MON-FRI 9AM-4PM SAT-SUN 7AM-7PM ** WATERLINE RELOCATION SHALL BE COMPLETED PRIOR TO ROADWAY CONSTRUCTION *** CONTRACTOR SHALL VERIFY/UPDATE DURATION COLUMNS PRIOR TO PERMIT APPROVAL I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I I Y R A M M U S G N D A C R R A B D N A X E D N I I T E E H S NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-01 139 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 RIGHT OF WAY MANAGEMENT STANDARD NOTES FOR TRAFFIC CONTROL PLANS REVISED 02/13/25 SUPPLEMENTAL TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL HAVE AN APPROVED RIGHT-OF-WAY (ROW) PERMIT AND TRAFFIC CONTROL PLAN (TCP) IN ELECTRONIC OR PAPER FORMAT ON SITE AT ALL TIMES WHEN WORKING IN THE ROW. 2. CONTRACTOR SHALL PROVIDE ADVANCED NOTIFICATION PER THE LATEST TRANSPORTATION CRITERIA MANUAL (TCM) SECTION 8.4.0 - WORK ZONES: a. 311 MUST BE NOTIFIED A MINIMUM OF THREE (3) DAYS PRIOR TO ANY PLANNED CLOSURES, INCLUDING ANY SIDEWALK, BIKE LANES, AND ALLEYS b. ANY PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) MUST BE SETUP AT LEAST TWO (2) WEEKS PRIOR TO THE CLOSURE c. CONSTRUCTION NOTICES, DOOR-HANGERS AND/OR MAILINGS MUST BE PROVIDED AT LEAST TWO (2) WEEKS PRIOR TO COMMENCEMENT OF WORK d. CLOSURES OF ANY EXISTING DRIVEWAYS MUST BE AVOIDED. WHEN ACCESS CANNOT BE MAINTAINED, A MINIMUM 7 DAYS OF ADVANCED NOTIFICATION TO THE PROPERTY OWNER IS REQUIRED, AND 14 DAYS ADVANCED NOTIFICATION FOR EMERGENCY SERVICE FACILITIES (SUCH AS FIRE STATIONS, HOSPITALS, AND POLICE STATIONS) ALONG WITH THE APPROVAL FROM THE ROW DIVISION OF TPW. e. IF EXISTING HOUSE OF WORSHIP IS WITHIN THE TEMPORARY TRAFFIC CONTROL OR DETOUR AREA, THE CONTRACTOR SHALL COORDINATE TO AVOID WORK DURING SERVICE HOURS. f. IF CLOSURE AND/OR DETOUR EXTENDS TO AN ADJACENT JURISDICTION OR PRIVATELY OWNED ROADWAY, THEN CONTRACTOR SHALL FOLLOW REQUIREMENTS OF THE MAINTENANCE AGENCY. (COA REVIEW STAMP IS VALID FOR COA FULL PURPOSE JURISDICTION ONLY.) 1. ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES AND WARNING SIGNS SHALL BE FURNISHED, PLACED, CONSTRUCTED AND MAINTAINED IN THE APPROPRIATE TYPES SIZES AND FLAGGER OPERATIONS EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES (TMUTCD), THE CITY OF AUSTIN STANDARD SPECIFICATIONS SERIES 800 AND THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL, OR AS DIRECTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. IF A CONFLICT ARISES THEN THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL SHALL CONTROL UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 2. CONTRACTOR SHALL ABIDE BY CITY OF AUSTIN NOISE ORDINANCE AT ALL TIMES. 3. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. IF ACCESS CANNOT BE MAINTAINED, THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER DESIGNATED REPRESENTATIVE SHALL PROVIDE AT LEAST 24 HOUR WRITTEN NOTICE OF LIMITED ACCESS TO AFFECTED PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE BUSINESS ACCESS SIGNS AS NEEDED TO INFORM DRIVERS OF THE LOCATIONS OF ALL BUSINESS DRIVEWAYS. 3. UNLESS OTHERWISE APPROVED BY THE ROW DIVISION OF TRANSPORTATION PUBLIC WORKS DEPARTMENT (TPW): 4. WHERE REQUIRED, “NO PARKING, TOW AWAY” SIGNS SHALL BE PLACED 48 HOURS IN ADVANCE OF a. ONLY ONE PHASE OF A TCP MAY BE SET AT ANY ONE TIME ASSOCIATED LANE OR ROAD CLOSURES. I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N b. INITIAL SETUPS AND PHASE CHANGES SHOULD NOT EXTEND INTO HOURS WHERE WORK ACTIVITIES ARE PROHIBITED c. LONG-TERM SETUPS SHOULD OCCUR DURING LOW-VOLUME TRAFFIC HOURS, SUCH AS WEEKENDS d. DOUBLE LANE CLOSURES IN THE DAPCZ ARE PROHIBITED MONDAY THROUGH FRIDAY e. FULL CLOSURES ARE GENERALLY PROHIBITED MONDAY THROUGH FRIDAY 4. ONCE TRAFFIC CONTROL HAS BEEN SET, THE AUTHORIZED AND COMPETENT REPRESENTATIVE FROM THE PROJECT TEAM/BARRICADE COMPANY 5. WILL COMPLETE AND UPLOAD THE “CONTRACTOR'S SELF-INSPECTION CHECKLIST” FORM. SEE FORM AND DETAILED INSTRUCTIONS HERE: HTTPS://WWW.AUSTINTEXAS.GOV/PAGE/RIGHT-WAY-TRAFFIC-CONTROL IF POLICE OFFICERS EMPLOYED BY AGENCIES OTHER THAN THE CITY OF AUSTIN WILL BE USED TO ASSIST IN DIRECTING TRAFFIC, THE APPLICANT MUST NOTIFY APDSPECIALEVENTS@AUSTINTEXAS.GOV AT LEAST THREE (3) DAYS PRIOR TO WORK WITH THE NAME(S) AND AGENCY OF THE POLICE OFFICERS TO BE EMPLOYED, ALONG WITH THE DATE, TIME, AND LOCATION WHERE THE OFFICER(S) WILL BE WORKING. 6. EXCAVATIONS SHALL BE BACKFILLED OR PLATED WHEN REQUIRED TO OPEN TO TRAFFIC. TEMPORARY PAVING SHALL BE DONE ACCORDING TO CITY OF AUSTIN (COA) STANDARD DETAIL 1100S-4 (FOR HMAC OR PCC PAVEMENTS). FOR EXCAVATIONS EXCEEDING A TRANSVERSE WIDTH OF 5 FEET, THE CONTRACTOR SHALL PROVIDE AN ENGINEERED PLATING PLAN FOR REVIEW TO TRANSPORTATION AND PUBLIC WORKS DEPARTMENT OFFICE OF THE CITY ENGINEER AT THEIR EMAIL ADDRESS PWDOCEREVIEWDL@AUSTINTEXAS.GOV. 7. PEDESTRIAN ROUTES IN AND AROUND THE WORK ZONE, INCLUDING CONSTRUCTION ENTRANCES, TEMPORARY WALKING PATHS, BYPASSES, COVERED WALKWAYS, AND DETOURS THROUGHOUT THE PROJECT, MUST REMAIN ACCESSIBLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. SIDEWALKS SHOULD NOT BE CLOSED FOR PERIODS OF MORE THAN 14 DAYS, UNLESS OTHERWISE APPROVED BY THE ROW DIVISION OF TPW. ALL APPLICABLE SAFEGUARDS SHALL BE IN PLACE PER CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE, WHICH INCLUDES PEDESTRIAN PROTECTIONS PER SECTION 3306. “CONSTRUCTION ENTRANCE AHEAD”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rip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 PHASE 2B - SUP RAMP/SIDEWALK AND SIGNAL CONDUIT CONSTRUCTION SANTA MONICA DR D R N O S E L R U B M A T A D O R D R PHASE 1 - MEDIAN REMOVAL AND TEMPORARY PAVING WITH TEMPORARY CROSSWALKS 1 PHASE 7 - SIGNAL CONDUIT PHASE 6 - SOUTHSIDE SIDEWALK/BIKEWAY, SUP, ILLUMINATION CONDUIT AND SIGNAL CONSTRUCTION PHASE 8 - TWO COURSE SURFACE TREATMENT PHASE 2A - SUP RAMP/SIDEWALK AND SIGNAL CONDUIT CONSTRUCTION PHASE 2 - SUP, ILLUMINATION, WATERLINE AND CULVERT TIE-IN CONSTRUCTION S PLEASANT VALLEY RD PHASE 4 - SUP AND DRIVEWAY CONSTRUCTION PHASE 5 - SIDEWALK/BIKEWAY AND ILLUMINATION CONDUIT CONSTRUCTION PHASE 5A - ILLUMINATION CONDUIT CONSTRUCTION PHASE 3 - ROAD, CONCRETE CAP OVER GAS LINE, REMAINING SUP, BIKE TRAIL, STORM DRAIN, INLETS, WATERLINE, DETENTION BOX, RETAINING WALL, CULVERT AND ILLUMINATION 0 60 120 240 SCALE: 1" = 120' SEQUENCING NOTES: I. PHASE 1 - REMOVAL OF EXISTING MEDIAN IN BURLESON RD AT PROPOSED ROAD CONSTRUCTION AND TEMPORARY CROSSWALKS. A. DEMOLISH ONE SIDE OF MEDIAN AT A TIME TO MAINTAIN ONE LANE OF TRAFFIC, FLAGGING AS NEEDED FOR BOTH BIKES/PEDESTRIANS AND VEHICULAR TRAFFIC B. CONTRACTOR SHALL PROVIDE ADA ACCESSIBLE ROUTE AFTER-HOURS IF DEMO IS NOT COMPLETED WITHIN ONE DAY. C. PLACE TEMPORARY PAVEMENT FOR TRAFFIC USE, RESTRIPING CROSSWALK AS NEEDED TO MAINTAIN CROSSING FOR COUNTRY CLUB CREEK TRAIL lll. PHASE 3 - WATERLINE, STORM DRAIN AND INLETS, CONSTRUCT ROADWAY, CONCRETE CAP OVER GAS LINE, DETENTION BOX, BIKE TRAIL, REMAINING SUP/LIGHTING TO CUL-DE-SAC A. MAINTAIN CUL-DE-SAC CLOSURE AT LAST DRIVEWAY ON NORTH EN B. PROVIDE PEDESTRIAN DETOUR FOR BURLESON RD SIDEWALK ON NORTH SIDE AT SOUTH OF EXISTING INCLUDING TEMPORARY CROSSWALK STRIPING, PED/BIKE CROSSING SIGN, AND ADA COMPLIANT RAMP AS NEEDED C. WATERLINE INSTALLATION TO TAKE LEAD IN CONSTRUCTION SEQUENCE II. PHASE 2 - CONSTRUCTION OF WATERLINE, CULVERT TIE-IN AND SUP/LIGHTING (TO BE ENERGIZED IN PHASE 7) ON WEST SIDE IV. PHASE 4 - SUP AND DRIVEWAY ON NORTH END A. PAVE TEMPORARY ADA ACCESSIBLE SUP BETWEEN STA. 11+50 AND 13+00 1. REMOVE EXISTING RETAINING WALL AT APPROX. STA. 12+75 WITHIN LIMITS OF TEMPORARY ADA ACCESSIBLE SUP 2. REMOVE EXISTING ILLUMINATION POLES WITHIN LIMITS OF PROPOSED SUP 3. CONNECT TO EXSTING SUP AT BOTH ENDS TO MAINTAIN BIKE/PEDESTRIAN ACCESS DURING CONSTRUCTION 4. ESTABLISH SAFETY FENCING ALONG WORK AREA TO SEPARATE PEDESTRIANS AND BIKES FROM CONSTRUCTION B. CONSTRUCT WATERLINE WITHIN PHASE 2 LIMITS C. CONSTRUCT SUP AND LIGHTING ON WEST SIDE OF PROPOSED ROAD FROM CUL-DE-SAC TO PROPOSED RAMP AT BURLESON RD 1. CLOSE CUL-DE-SAC AT LAST DRIVEWAY ON NORTH END D. PHASE 2A - RAMPS, SIDEWALK AND SIGNAL CONDUIT/POLE ON NW CORNER AT BURLESON RD 1. CLOSE BIKE LANES IN BOTH DIRECTIONS ON BURLESON RD AND MERGE WITH VEHICULAR TRAFFIC 2. SHIFT TRAFFIC TO THE SOUTH SIDE ON BURLESON RD WITH MINIMUM 11' LANES IN BOTH DIRECTIONS AND TEMPORARY DOUBLE YELLOW STRIPING (UNLESS CONSTRUCTION CAN BE COMPLETED IN LESS THAN 3 DAYS) 3. MAINTAIN BIKES/PEDESTRIANS ON EXISTING SUP FOR COUNTRY CLUB CREEK TRAIL 4. BAG SIGNAL POLE AFTER INSTALLATION PENDING ACTIVATION IN PHASE 7 A. CLOSE ROAD AND DRIVEWAY NORTH OF PROPOSED WORK, CLOSING TO THRU TRAFFIC AT PREVIOUS DRIVEWAY B. CLOSE SIDEWALK ON BOTH SIDES, DETOURING PEDS AT ROAD CLOSURE, ADDING TEMPORARY RAMPS AND CROSSWALK AS NEEDED V. PHASE 5 - SIDEWALK/BIKEWAY AND SIGNAL CONDUIT ON SOUTHEAST SIDE OF BURLESON A. PROVIDE PEDESTRIAN DETOUR FOR BURLESON RD SIDEWALK ON NORTH SIDE AT SOUTH OF EXISTING INCLUDING TEMPORARY CROSSWALK STRIPING, PED/BIKE CROSSING SIGN, AND ADA COMPLIANT RAMP AS NEEDED B. PHASE 5A INSTALL LIGHTING CONDUIT USING FLAGGING OPERATION VI. PHASE 6 - SIDEWALK/BIKEWAY/SUP AND SIGNAL CONDUIT/POLE ON SOUTHWEST SIDE OF BURLESON A. MAINTAIN PHASE 5 CROSSWALK B. PROVIDE PEDESTRIAN DETOUR FOR BURLESON RD SIDEWALK ON SOUTHEAST LIMITS INCLUDING TEMPORARY CROSSWALK STRIPING (FROM PHASE 5), PED/BIKE CROSSING SIGN, AND ADA COMPLIANT RAMP AS NEEDED C. MAINTAIN COUNTRY CLUB CREEK TRAIL ACCESS SOUTH OF BURLESON VII. PHASE 7 - SIGNAL CONDUIT ON SOUTH SIDE OF BURLESON E. PHASE 2B - SIDEWALK/RAMPS AND SIGNAL CONDUIT ON SOUTHSIDE OF BURLESON RD, WEST OF EXSISTING TRAIL A. PROVIDE PEDESTRIAN DETOUR FOR COUNTRY CLUB CREEK TRAIL TO PREVIOUSLY CONSTRUCTED SUP IN ALONG BURLESON PHASE 6 1. CLOSE BIKE LANES IN BOTH DIRECTIONS ON BURLESON RD AND MERGE WITH VEHICULAR TRAFFIC 2. SHIFT TRAFFIC TO THE NORTH SIDE ON BURLESON RD WITH MINIMUM 11' LANES IN BOTH DIRECTIONS AND TEMPORARY 1 DOUBLE YELLOW STRIPING (UNLESS CONSTRUCTION CAN BE COMPLETED IN LESS THAN 3 DAYS) 3. MAINTAIN BIKES/PEDESTRIANS ON EXISTING SUP FOR COUNTRY CLUB CREEK TRAIL 4. UPON COMPLETION, ADD TEMPORARY CROSSWALK STRIPING BETWEEN NEW SUP RAMPS, CLOSE EXISTING CROSSWALK AND DETOUR EXISTING COUNTRY CLUB CREEK TRAIL TO NEW SUP B. ENERGIZE SIGNALS/LIGHTS FOR BOTH EAST AND WEST SUP VIII. PHASE 8 - PAVING AND FINAL STRIPING OF BURLESON A. PLACE TWO COURSE SURFACE TREATMENT USING FLAGGING OPERATIONS B. INSTALL FINAL STRIPING USING FLAGGING OPERATIONS I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N E P O C S P U S D E T E L E D 6 2 0 2 / 2 / 7 B L 1 S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I I S E T O N G N C N E U Q E S D N A G N S A H P K R O W I NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 7/6/2026 7/6/2026 7/6/2026 7/6/2026 AS S OC I TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-03 141 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT07/14/2026TCP22-161735 TEMPORARY PROWAG COMPLIANT RAMP NORTHBOUND LANE TO BE CLOSED FOR MEDIAN DEMOLITION PHASE 1 0 25' 50' 100' SCALE: 1" = 50' CENTER LANE FLAGGER REQUIRED WHEN VISIBILITY IS LIMITED TEMPORARY CROSSWALK - SEE SHEET TC-18 AHEAD CROSSWALK CLOSED USE OTHER SIDE BUFFER 11' MIN. TRAVEL LANES AHEAD SEE NOTE 1 SEE NOTE 8 X 50' - 100' TAPER 50' BURLESON RD ) T E E H S S U O V E R P E E S I ( A E N I L H C T A M 50' 1 2 L X NO PARKING - SEE NOTE 6 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS BUFFER CROSSWALK CLOSED USE OTHER SIDE 50' - 100' TAPER 5 0' X X X SEE NOTE 1 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS AHEAD 11' MIN. TRAVEL LANE NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. 3. FLAGGING OPERATIONS AS PER 804S-2 ON SHEET TC-19. 4. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 5. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 6. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 7. CONTRACTOR SHALL COORDINATE WITH TPW SIGNS AND MARKINGS REGARDING FLEX POSTS TO COORDINATE THE REMOVAL PRIOR TO CONSTRUCTION AND RE-INSTALLATION AFTER CONSTRUCTION. 8. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , M A T C H L I N E B ( S E E N E X T S H E E T ) I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 F O 1 ( ) A 1 E S A H P ( I N A D E M D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER MATADOR DR X ROAD WORK AHEAD ROAD WORK AHEAD SANTA MONICA DR NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-04A 143 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD D R E R A W X 0 25' 50' 100' SCALE: 1" = 50' BURLESON RD ROAD WORK AHEAD X METCALFE RD X ROAD WORK AHEAD ONE LANE ROAD AHEAD BIKE LANE CLOSED AHEAD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED YIELD TO PEDS NO PARKING - SEE NOTE 3 M A T C H L I N E A ( S E E N E X T S H E E T ) I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 F O 1 ( ) A 1 E S A H P ( I N A D E M D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER NOTES: 1. FLAGGING OPERATIONS AS PER 804S-2 ON SHEET TC-19. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-04 142 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD X R E D C N A RIL R E T TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS ) W O L E B E E S ( C E N I L H C T A M X ' 0 5 ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M SEE NOTE 6 SEE NOTE 1 AHEAD X 50' TEMPORARY 4" YELLOW PAVEMENT MARKINGS BIKE LANE CLOSED YIELD TO PEDS 1 2 L TEMPORARY PROWAG COMPLIANT RAMP TEMPORARY CROSSWALK - SEE SHEET TC-18 BURLESON RD 11' MIN TRAVEL LANES TEMPORARY 4" WHITE PAVEMENT MARKINGS 0 25' 50' 100' SCALE: 1" = 50' X ROAD WORK AHEAD BURLESON RD X ONE LANE ROAD AHEAD BIKE LANE CLOSED AHEAD I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 F O 3 ( ) A 1 E S A H P ( I N A D E M D R N O S E L R U B NOTES: X 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. M A T C H L I N E C ( S E E A B O V E ) 3. FLAGGING OPERATIONS AS PER 804S-2 ON SHEET TC-19. 4. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 5. 6. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-04B 144 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 TEMPORARY CROSSWALK INSTALLED IN PHASE 1A TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A CENTER LANE FLAGGER REQUIRED WHEN VISIBILITY IS LIMITED 11' MIN TRAVEL LANE CROSSWALK CLOSED USE OTHER SIDE 0 25' 50' 100' SCALE: 1" = 50' AHEAD BUFFER 50' - 100' TAPER 50' ) T E E H S S U O V E R P E E S I ( A E N I L H C T A M 11' MIN. TRAVEL LANES SEE NOTE 8 X AHEAD SEE NOTE 1 BURLESON RD 50' 1 2 L X NO PARKING - SEE NOTE 6 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS BUFFER CROSSWALK CLOSED USE OTHER SIDE 50' - 100' TAPER 5 0' X X X SEE NOTE 1 AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. 3. FLAGGING OPERATIONS AS PER 804S-2 ON SHEET TC-19. 4. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 5. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 6. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 7. CONTRACTOR SHALL COORDINATE WITH TPW SIGNS AND MARKINGS REGARDING FLEX POSTS TO COORDINATE THE REMOVAL PRIOR TO CONSTRUCTION AND RE-INSTALLATION AFTER CONSTRUCTION. 8. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , M A T C H L I N E B ( S E E N E X T S H E E T ) I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 F O 1 ( ) B 1 E S A H P ( I N A D E M D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER MATADOR DR X ROAD WORK AHEAD ROAD WORK AHEAD SANTA MONICA DR NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-05A 146 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD D R E R A W X 0 25' 50' 100' SCALE: 1" = 50' BURLESON RD BURLESON RD ROAD WORK AHEAD X METCALFE RD X ROAD WORK AHEAD X X BIKE LANE CLOSED AHEAD NO PARKING - SEE NOTE 3 BIKE LANE CLOSED YIELD TO PEDS ONE LANE ROAD AHEAD BIKE LANE CLOSED AHEAD M A T C H L I N E A ( S E E N E X T S H E E T ) I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 F O 1 ( ) B 1 E S A H P ( I N A D E M D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER NOTES: 1. FLAGGING OPERATIONS AS PER 804S-2 ON SHEET TC-19. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-05 145 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD X R E D C N A RIL R E T TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS ) W O L E B E E S ( C E N I L H C T A M X ' 0 5 ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M SEE NOTE 6 AHEAD X 50' TEMPORARY 4" WHITE PAVEMENT MARKINGS YIELD TO PEDS 1 2 L BIKE LANE CLOSED SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY CROSSWALK INSTALLED IN PHASE 1A BURLESON RD 11' MIN TRAVEL LANES TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 0 25' 50' 100' SCALE: 1" = 50' ROAD WORK AHEAD X BURLESON RD X BIKE LANE CLOSED AHEAD ONE LANE ROAD AHEAD I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 F O 3 ( ) B 1 E S A H P ( I N A D E M D R N O S E L R U B NOTES: X 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. M A T C H L I N E C ( S E E A B O V E ) 3. FLAGGING OPERATIONS AS PER 804S-2 ON SHEET TC-19. 4. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 5. 6. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-05B 147 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 D N R O S E L R U B PROPOSED SUP PROPOSED LIGHTING CONDUIT AND POLES PROPOSED CULVERT PROPOSED WATERLINE DETOUR SIDEWALK CLOSED DETOUR SIDEWALK CLOSED DEMOLITION OF EXISTING PAVEMENT, C&G EXISTING RETAINING WALL TO REMAIN SEE INSET FOR SUP WORK HERE 0 50' 100' 200' EXISTING ILLUMINATION POLE TO BE REMOVED PRIOR TO CONSTRUCTION SCALE: 1" = 100' ROAD CLOSED AHEAD ROAD WORK AHEAD SIDEWALK CLOSED USE OTHER SIDE X X S PLEASANT VALLEY RD TEMPORARY CROSSWALK - SEE SHEET TC-18 SEE NOTE 2 SEE SHEETS TC-06A AND TC-06B FOR TRAFFIC CONTROL AND ROAD CONDITIONS ON BURLESON RD AND ITS CROSSROADS TERRILANCE DR S PLEASANT VALLEY RD PORTION OF RETAINING WALL TO BE REMOVED TO ACCOMODATE TEMPORARY WALKWAY TEMPORARY 10' WIDE PROWAG COMPLIANT SURFACING PROPOSED CONCRETE CAP OVER GAS LINE EXISTING ILLUMINATION POLE TO BE REMOVED PRIOR TO CONSTRUCTION ROAD CLOSED NO PARKING (BOTH SIDES) - SEE NOTE 1 DRIVEWAY TO BE CLOSED. OPEN APARTMENT DRIVEWAY IS AVAILABLE ~350 FT NORTHEAST. 0 50' 100' 200' SCALE: 1" = 100' TEMPORARY CROSSWALK (SAME LOCATION AS ABOVE) - SEE SHEET TC-18 SIDEWALK CLOSED USE OTHER SIDE X S PLEASANT VALLEY RD X ROAD WORK AHEAD ROAD CLOSED AHEAD NO PARKING (BOTH SIDES) - SEE NOTE 1 SEE NOTE 2 ROAD CLOSED TCP SUP TIE-IN SHORT-TERM STATIONARY LEGEND NOTES: PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER 1. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 2. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 E S A H P ( D R Y E L L A V T N A S A E L P S NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-06 148 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 TEMPORARY CROSSWALK INSTALLED IN PHASE 1 AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 11' MIN TRAVEL LANES SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1 SEE NOTE 5 X 50' 0 25' 50' 100' SCALE: 1" = 50' TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS AHEAD CROSSWALK CLOSED USE OTHER SIDE 1 2 L 11' MIN TRAVEL LANES X SEE NOTE 1 AHEAD SEE NOTE 1 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS X S A N T A M O NIC A D R ROAD WORK AHEAD BURLESON RD ROAD WORK AHEAD METCALFE RD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS ) W O L E B E E S ( A E N I L H C T A M 50' 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP I I N O T P R C S E D N O S V E R I I M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) 2 E S A H P ( D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-06A 149 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD X R D E C N A L I R R E T SEE NOTE 4 AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS X 50' 1 2 L YIELD TO PEDS BIKE LANE CLOSED 0 25' 50' 100' SCALE: 1" = 50' SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY CROSSWALK INSTALLED IN PHASE 1A X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD 11' MIN. TRAVEL LANES BURLESON RD TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) 2 E S A H P ( D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-06B 150 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 SUP PREVIOUSLY CONSTRUCTED IN PHASE 2 - NOT YET OPEN EXISTING DRIVEWAY 0 25' 50' 100' TEMPORARY CROSSWALK INSTALLED IN PHASE 1A SIDEWALK CLOSED USE OTHER SIDE DETOUR CROSSWALK CLOSED USE OTHER SIDE AHEAD TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS SIDEWALK CLOSED SCALE: 1" = 50' CLOSE DRIVEWAY - MAINTAIN CONNECTED DRIVEWAY ACCESS 1 2 L AHEAD SEE NOTE 5 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS SEE NOTE 1 11' MIN. TRAVEL LANES 50' ) W O L E B E E S ( A E N I L H C T A M 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS 50' TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A DETOUR S A N T X A M O NIC A D R BURLESON RD 11' MIN. TRAVEL LANES SEE NOTE 1 X SEE NOTE 1 AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS SEE NOTE 1 DETOUR CROSSWALK CLOSED USE OTHER SIDE ROAD WORK AHEAD NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP BURLESON RD ROAD WORK AHEAD METCALFE RD X BIKE LANE CLOSED AHEAD X BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS I I N O T P R C S E D N O S V E R I I M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) A 2 E S A H P ( P U S D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-07 151 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD R D E C N A L I R R E T DETOUR X SEE NOTE 4 AHEAD SIDEWALK CLOSED USE OTHER SIDE X 50' 1 2 L TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS YIELD TO PEDS BIKE LANE CLOSED 0 25' 50' 100' SCALE: 1" = 50' SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY CROSSWALK INSTALLED IN PHASE 1A DETOUR X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD 11' MIN. TRAVEL LANES BURLESON RD TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) A 2 E S A H P ( P U S D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-07A 152 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ) W O L E B E E S ( A E N I L H C T A M PREVIOUSLY CONSTRUCTED SUP IN PHASE 2 - (SEE SHEET TC-06) EXISTING COUNTRY CLUB CREEK TRAIL 0 25' 50' 100' SCALE: 1" = 50' I I N O T P R C S E D N O S V E R I I TEMPORARY CROSSWALK INSTALLED IN PHASE 1A TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A CROSSWALK CLOSED USE OTHER SIDE 11' MIN TRAVEL LANES SEE NOTE 1 E T A D Y B . V E R . O N DETOUR AHEAD 1 2 L AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS SEE NOTE 1 11' MIN TRAVEL LANES SEE NOTE 1 X 50' CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED 1 2 L X TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS AHEAD TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS 50' SIDEWALK CLOSED USE OTHER SIDE DETOUR X S A N T A M O NIC A D R ROAD WORK AHEAD PROPOSED SIDEWALK, SUP, RAMP, SIGNAL CONDUIT NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP BURLESON RD ROAD WORK AHEAD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS M A T C H L N E B I ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) B 2 E S A H P ( P U S D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-08 153 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD X R D E C N A L I R R E T DETOUR SEE NOTE 4 AHEAD DETOUR X 50' TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS YIELD TO PEDS BIKE LANE CLOSED 1 2 L 0 25' 50' 100' SCALE: 1" = 50' SEE NOTE 1 SIDEWALK CLOSED USE OTHER SIDE TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A DETOUR TEMPORARY CROSSWALK INSTALLED IN PHASE 1A X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD 11' MIN TRAVEL LANES BURLESON RD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( B 2 E S A H P ( P U S D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-08A 154 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 R D R O D A T A M SANTA MONICA DR SEE SHEETS TC-09A AND TC-09B FOR TRAFFIC CONTROL AND ROAD CONDITIONS OF BURLESON RD AND ITS CROSSROADS SIDEWALK CLOSED PROPOSED ELECTRICAL CONDUIT D N R O S E L R U B SIDEWALK CLOSED TERRILANCE DR PROPOSED ROADWAY, MEDIAN, LANDSCAPING WITH IRRIGATION PROPOSED WATERLINE RELOCATED UNDER PROPOSED SUP PROPOSED STORM DRAIN LINE AND INLETS PREVIOUSLY CONSTRUCTED SUP PHASE 2 PREVIOUSLY CONSTRUCTED AND LIGHTING FOR SUP PROPOSED RETAINING WALL PROPOSED WATERLINE COLLINS CREEK DR 0 50' 100' 200' SCALE: 1" = 100' ROAD CLOSED AHEAD X ROAD WORK AHEAD X S PLEASANT VALLEY RD TEMPORARY CROSSWALK INSTALLED IN PHASE 2 SEE NOTE 1 PROPOSED SUP REMOVE EXISTING RETAINING WALL PROPOSED BIKE TRAIL PROPOSED DETENTION BOX PROPOSED RETAINING WALL PROPOSED CONCRETE CAP OVER GAS LINE PROPOSED CULVERT ROAD CLOSED DETOUR SIDEWALK CLOSED PROPOSED BIKE TRAIL TRAIL CLOSED I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 3 E S A H P ( D R Y E L L A V T N A S A E L P S LEGEND NOTES: PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP 1. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. 2. WATERLINE RELOCATION SHALL BE COMPLETED PRIOR TO ROADWAY CONSTRUCTION. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-09 155 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 TEMPORARY CROSSWALK INSTALLED IN PHASE 1A SIDEWALK CLOSED USE OTHER SIDE DETOUR AHEAD SEE NOTE 5 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 11' MIN TRAVEL LANES SEE NOTE 1 SIDEWALK CLOSED AHEAD X 50' 0 25' 50' 100' SCALE: 1" = 50' ROAD CLOSED SIDEWALK CLOSED 1 2 L X SEE NOTE 1 11' MIN TRAVEL LANES ) W O L E B E E S ( A E N I L H C T A M 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS 50' TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A DETOUR S A N T X A M O NIC A D R SEE NOTE 1 AHEAD DETOUR CROSSWALK CLOSED USE OTHER SIDE TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS ROAD WORK AHEAD NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP BURLESON RD ROAD WORK AHEAD METCALFE RD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS I I N O T P R C S E D N O S V E R I I M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) 3 E S A H P ( D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-09A 156 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD R D E C N A L I R R E T DETOUR X SIDEWALK CLOSED USE OTHER SIDE SEE NOTE 4 X 50' AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS YIELD TO PEDS BIKE LANE CLOSED 1 2 L 0 25' 50' 100' SCALE: 1" = 50' X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD 11' MIN. TRAVEL LANES BURLESON RD SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY CROSSWALK INSTALLED IN PHASE 1A DETOUR TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) 3 E S A H P ( D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-09B 157 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 D N R O S E L R U B SANTA MONICA DR SEE SHEETS TC-10A AND TC-10B FOR TRAFFIC CONTROL AND ROAD CONDITIONS OF BURLESON RD AND ITS CROSSROADS ROAD CLOSED SIDEWALK CLOSED USE OTHER SIDE PREVIOUSLY CONSTRUCTED IN PHASE 3 TERRILANCE DR PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES LEGEND S PLEASANT VALLEY RD ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP COLLINS CREEK DR 0 50' 100' 200' SCALE: 1" = 100' I I N O T P R C S E D N O S V E R I I TEMPORARY PROWAG COMPLIANT RAMPS INSTALLED IN PHASE 2 EXISTING RAMPS S PLEASANT VALLEY RD E T A D Y B . V E R . O N ROAD WORK AHEAD ROAD CLOSED AHEAD X X ROAD CLOSED SIDEWALK CLOSED DETOUR SIDEWALK CLOSED CULVERT RIPRAP PREVIOUSLY CONSTRUCTED IN PHASE 3 TEMPORARY CROSSWALK PAVEMENT MARKINGS INSTALLED IN PHASE 2 S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 4 E S A H P ( D R Y E L L A V T N A S A E L P S NOTES: 1. CONTRACTOR TO INSTALL PROWAG COMPLIANT RAMP(S) AS NEEDED. 2. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-10 158 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 TEMPORARY CROSSWALK INSTALLED IN PHASE 1A AHEAD SEE NOTE 5 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 11' MIN TRAVEL LANES SEE NOTE 1 X 50' ROAD CLOSED AHEAD 0 25' 50' 100' SCALE: 1" = 50' SIDEWALK CLOSED USE OTHER SIDE TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS 1 2 L 11' MIN TRAVEL LANES SEE NOTE 1 CROSSWALK CLOSED USE OTHER SIDE AHEAD X SEE NOTE 1 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS X S A N T A M O NIC A D R ROAD WORK AHEAD BURLESON RD ROAD WORK AHEAD METCALFE RD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS ) W O L E B E E S ( A E N I L H C T A M 50' 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP I I N O T P R C S E D N O S V E R I I M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) 4 E S A H P ( D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-10A 159 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD X R D E C N A L I R R E T ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M 0 25' 50' 100' SCALE: 1" = 50' SEE NOTE 4 X 50' AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS YIELD TO PEDS BIKE LANE CLOSED 1 2 L SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY CROSSWALK INSTALLED IN PHASE 1A X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD 11' MIN. TRAVEL LANES BURLESON RD TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) 4 E S A H P ( D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-10B 160 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 0 25' 50' 100' SCALE: 1" = 50' TEMPORARY CROSSWALK INSTALLED IN PHASE 1A ROAD WORK AHEAD SIDEWALK CLOSED USE OTHER SIDE X ONLY ONLY S P L E A S A N T V A L L E Y R D DETOUR TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS 0' 5 X 50' AHEAD SEE NOTE 5 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 11' MIN TRAVEL LANES SEE NOTE 1 ) W O L E B E E S ( A E N I L H C T A M 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS 50' TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A DETOUR SEE NOTE 1 DETOUR ROAD WORK AHEAD S A N T A M O N I C A D R X SIDEWALK CLOSED USE OTHER SIDE (AT OTHER END OF NEWLY CONSTRUCTED SUP) STOP SIDEWALK CLOSED CONTRACTOR TO COORDINATE WITH PROPERTY REGARDING ACCESS TEMPORARY 4" SOLID WHITE PAVEMENT MARKINGS 1 2 L 11' MIN TRAVEL LANES TEMPORARY 6" WHITE PAVEMENT MARKINGS FOR 10' MIN. TURNING LANES X SEE NOTE 1 TEMPORARY 24" WHITE STOP BAR AHEAD AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP BURLESON RD ROAD WORK AHEAD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS I I N O T P R C S E D N O S V E R I I M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) 5 E S A H P ( P U S D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-11 161 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 ROAD WORK AHEAD R D E C N A L I R R E T DETOUR X SEE NOTE 4 SIDEWALK CLOSED USE OTHER SIDE AHEAD SEE NOTE 1 X 50' 1 2 L TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS YIELD TO PEDS BIKE LANE CLOSED 0 25' 50' 100' SCALE: 1" = 50' X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A TEMPORARY CROSSWALK INSTALLED IN PHASE 1 DETOUR 11' MIN. TRAVEL LANES BURLESON RD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) 5 E S A H P ( P U S D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-11A 162 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 0 25' 50' 100' SCALE: 1" = 50' TEMPORARY 6" WHITE PAVEMENT MARKINGS INSTALLED IN PHASE 5 FOR 10' MIN. TURNING LANES TEMPORARY CROSSWALK INSTALLED IN PHASE 1A TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A ROAD WORK AHEAD X S P L E A S A N T V A L L E Y R D SIDEWALK CLOSED USE OTHER SIDE (AT OTHER END OF NEWLY CONSTRUCTED SUP) TEMPORARY 24" WHITE STOP BAR INSTALLED IN PHASE 5 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS AHEAD SEE NOTE 5 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS DETOUR ONLY ONLY STOP 0' 5 X SEE NOTE 1 BURLESON RD SEE NOTE 1 50' 11' MIN TRAVEL LANES SEE NOTE 1 1 2 L X SIDEWALK CLOSED ) W O L E B E E S ( A E N I L H C T A M 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SINGLE WHITE PAVEMENT MARKINGS 50' SIDEWALK CLOSED USE OTHER SIDE DETOUR X S A N T A M O NIC A D R AHEAD SIDEWALK CLOSED TEMPORARY 24" WHITE STOP BAR INSTALLED IN PHASE 5 AHEAD 1 11' MIN TRAVEL LANES TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP BURLESON RD ROAD WORK AHEAD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N E P O C S P U S D E T E L E D 6 2 0 2 / 2 / 7 B L 1 M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) 6 E S A H P ( P U S D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 7/6/2026 7/6/2026 7/6/2026 7/6/2026 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-12 163 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT07/14/2026TCP22-161735 ROAD WORK AHEAD X R D E C N A L I R R E T DETOUR SEE NOTE 4 AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS DETOUR X 50' YIELD TO PEDS BIKE LANE CLOSED 1 2 L SIDEWALK CLOSED USE OTHER SIDE SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A DETOUR TEMPORARY CROSSWALK INSTALLED IN PHASE 1A BURLESON RD 11' MIN TRAVEL LANES TEMPORARY 4" WHITE PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M 0 25' 50' 100' SCALE: 1" = 50' X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) 6 E S A H P ( P U S D R N O S E L R U B BURLESON RD NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-12A 164 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 0 25' 50' 100' SCALE: 1" = 50' TEMPORARY 6" WHITE PAVEMENT MARKINGS INSTALLED IN PHASE 5 FOR 10' MIN. TURNING LANES TEMPORARY CROSSWALK INSTALLED IN PHASE 1A TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A DETOUR SEE NOTE 5 AHEAD TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS SEE NOTE 1 11' MIN TRAVEL LANES X SEE NOTE 1 50' ROAD WORK AHEAD X S P L E A S A N T V A L L E Y R D ONLY ONLY STOP 0' 5 SIDEWALK CLOSED USE OTHER SIDE (AT OTHER END OF NEWLY CONSTRUCTED SUP) TEMPORARY 24" WHITE STOP BAR INSTALLED IN PHASE 5 TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS 11' MIN TRAVEL LANES ) W O L E B E E S ( A E N I L H C T A M 1 2 L X NO PARKING - SEE NOTE 4 TEMPORARY 4" SINGLE WHITE PAVEMENT MARKINGS 50' SIDEWALK CLOSED USE OTHER SIDE DETOUR X S A N T A M O NIC A D R AHEAD SIDEWALK CLOSED DETOUR SIDEWALK CLOSED TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS 1 SEE NOTE 1 1 2 L X AHEAD TEMPORARY 10' PROWAG COMPLIANT SURFACING NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. 4. SEE SHEET TC-17 FOR HVJ TYPICAL DETAIL NO PARKING SIGN SETUP. 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP BURLESON RD ROAD WORK AHEAD METCALFE RD X X BIKE LANE CLOSED AHEAD BIKE LANE CLOSED NO PARKING - SEE NOTE 4 YIELD TO PEDS I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N E P O C S P U S D E T E L E D 6 2 0 2 / 2 / 7 B L 1 M A T C H L I N E B ( S E E N E X T S H E E T ) M A T C H L I N E A ( S E E A B O V E ) S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 1 ( ) 7 E S A H P ( P U S D R N O S E L R U B NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 7/6/2026 7/6/2026 7/6/2026 7/6/2026 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-13 165 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT07/14/2026TCP22-161735 ROAD WORK AHEAD X R D E C N A L I R R E T DETOUR SEE NOTE 4 AHEAD DETOUR X 50' 1 2 L TEMPORARY 4'' SOLID WHITE PAVEMENT MARKINGS YIELD TO PEDS BIKE LANE CLOSED 0 25' 50' 100' SCALE: 1" = 50' SEE NOTE 1 TEMPORARY PROWAG COMPLIANT RAMP INSTALLED IN PHASE 1A SIDEWALK CLOSED USE OTHER SIDE DETOUR X BIKE LANE CLOSED AHEAD X ROAD WORK AHEAD 11' MIN TRAVEL LANES BURLESON RD TEMPORARY CROSSWALK INSTALLED IN PHASE 1A TEMPORARY 4" WHITE PAVEMENT MARKINGS TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS ) T E E H S S U O V E R P E E S I ( B E N I L H C T A M I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I ) 2 F O 2 ( ) 7 E S A H P ( P U S D R N O S E L R U B LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES: 1. COVER/REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS. 2. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS WHEN POSSIBLE. SEE SUPPLEMENTAL NOTE #3. 3. 4. ALL TEMPORARY PAVEMENT MARKINGS (EXCEPT CROSSWALK STRIPING) SHALL HAVE RAISED PAVEMENT MARKERS. SEE SHEET TC-20 FOR 804S-3 1 OF 5 AND 804S-3 5 OF 5, NOTE 5. TEMPORARY PEDESTRIAN ISLAND TO REMAIN IN PLACE FOR PROJECT DURATION WITH 5' MINIMUM WIDTH AND DISTANCE OF 25'. SEE SHEET TC-14 FOR HVJ TYPICAL DETAIL. NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-13A 166 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 S P L E A S A N T V A L L E Y R D SEE SHEET TC-16A, TC-16B, & TC-16C FOR SEAL COAT BEGIN TWO COURSE SURFACE TREATMENT AT STA. 14+33.00 BURLESON RD E P O C S P U S D E T E L E D 6 2 0 2 / 2 / 7 B L 1 0 25' 50' 100' SCALE: 1" = 50' I I N O T P R C S E D N O S V E R I I SEE SHEET TC-15 FOR SEAL COAT E T A D Y B . V E R . O N BURLESON RD END TWO COURSE SURFACE TREATMENT AT STA.20+07.00 SEE SHEET TC-16 FOR SEAL COAT S A N T A M O NIC A D R SEE SHEET TC-16D, TC-16E, TC-16F, & TC-16G FOR SEAL COAT 1 S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T N A L P L O R T N O C C F F A R T I I E C N E R E F E R S N O T A R E P O G N G G A L F T A O C L A E S I LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 7/6/2026 7/6/2026 7/6/2026 7/6/2026 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-13B 167 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT07/14/2026TCP22-161735 TEMPORARY 24" WHITE CROSSWALK PAVEMENT MARKINGS - SEE SHEET TC-18 TEMPORARY PROWAG COMPLIANT PEDESTRIAN RAMP TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS AS SHOWN IN PLANS TEMPORARY FLEXIBLE DELINEATORS SPACED 3' APART - SEE SHEET TC-18 COVER/REMOVE CONFLICTING EXISTING PAVEMENT MARKINGS AS SHOWN IN PLANS MAINTAIN 5' MINIMUM BICYCLE LANES OR PROVIDE DETOUR AS SHOWN IN PLANS SIDEWALK BICYCLE LANE MAINTAIN 11' MINIMUM TRAVEL LANES TEMPORARY 4" DOUBLE YELLOW PAVEMENT MARKINGS AS SHOWN IN PLANS TEMPORARY PROWAG COMPLIANT PEDESTRIAN RAMP 5' 25' I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I P U T E S D N A L S I I E G U F E R N A D E M Y R A R O P M E T TYPICAL TEMPORARY MEDIAN REFUGE ISLAND SETUP NOTE: SEE SITE SPECIFIC TRAFFIC CONTROL PLANS FOR LOCATIONS LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-14 168 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 YIELD TO PEDS MAINTAIN 11' MIN. TRAVEL LANE ROAD WORK AHEAD BUFFER X X WORK AREA BIKE LANES SIDEWALK X X X L 60' 50' -100' TAPER BUFFER 50' -100' TAPER ROAD WORK AHEAD BIKE LANE CLOSED AHEAD MERGE BIKE LANE CLOSED MERGE COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 2 I 2-WAY FLAGGING OPERATION WITH BIKE LANE FOR SEAL COAT ON BURLESON RD NORTH OF SANTA MONICA AND SOUTH OF NEW BIKE RAMPS SOUTH OF PLEASANT VALLEY INTERSECTION LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-15 169 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 YIELD TO PEDS MAINTAIN 11' MIN. TRAVEL LANE ROAD WORK AHEAD BUFFER X X WORK AREA MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 BIKE LANES PARKING LANE SIDEWALK X X X L 60' 50' -100' TAPER BUFFER 50' -100' TAPER ROAD WORK AHEAD BIKE LANE CLOSED AHEAD MERGE BIKE LANE CLOSED MERGE COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I I I I S E N A L G N K R A P D N A E K B H T W N O T A R E P O G N G G A L F Y A W - 2 I I 2-WAY FLAGGING OPERATION WITH BIKE AND PARKING LANE FOR SEAL COAT ON BURLESON RD NORTH OF SANTA MONICA AND SOUTH OF NEW BIKE RAMPS SOUTH OF PLEASANT VALLEY INTERSECTION LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16 170 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 PARKING LANE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD MERGE YIELD TO PEDS L X X X ' 0 6 ' 0 5 ' 0 0 1 - ' 0 5 R E P A T SIDEWALK SIDEWALK BIKE LANES COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 MERGE BIKE LANE CLOSED NOTE: CENTER FLAGGER IS REQUIRED IF VISIBILITY IS OBSTRUCTED X X X 50' 11' MIN ROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOP (OPTIONAL) BIKE LANE CLOSED MERGE COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE A) FOR SEAL COAT ON NB BURLESON RD AT SANTA MONICA DR R E F F U B ' 0 0 1 - ' 0 5 R E P A T ' 0 6 L X X X YIELD TO PEDS MERGE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) A E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16A 171 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 PARKING LANE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD MERGE YIELD TO PEDS L I N M ' 1 1 X X X ' 0 6 ' 0 5 R E F F U B X X X 50' ROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOP (OPTIONAL) 50' - 100' TAPER BUFFER MERGE COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 SIDEWALK BIKE LANES COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 BIKE LANE CLOSED MERGE 11' MIN NOTE: CENTER FLAGGER IS REQUIRED IF VISIBILITY IS OBSTRUCTED ' 0 6 L R E F F U B X X X BIKE LANE CLOSED YIELD TO PEDS MERGE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) B E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE B) FOR SEAL COAT ON BURLESON RD SB AT SANTA MONICA DR AND PLEASANT VALLEY RD LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16B 172 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 PARKING LANE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD MERGE YIELD TO PEDS L I N M ' 1 1 X X X ' 0 6 ' 0 5 R E F F U B X X X ROAD WORK AHEAD ONE LANE ROAD AHEAD BE PREPARED TO STOP (OPTIONAL) 50' - 100' TAPER BUFFER BIKE LANE CLOSED MERGE COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE C) FOR SEAL COAT ON BURLESON RD SB AT SANTA MONICA DR AND PLEASANT VALLEY RD LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP SIDEWALK BIKE LANES COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 MERGE BIKE LANE CLOSED 11' MIN NOTE: CENTER FLAGGER IS REQUIRED IF VISIBILITY IS OBSTRUCTED ' 0 0 1 - ' 0 5 R E P A T R E F F U B ' 0 6 L X X X YIELD TO PEDS MERGE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) C E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16C 173 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 BIKE LANES I I N O T P R C S E D N O S V E R I I ROAD WORK AHEAD LEFT LANE CLOSED AHEAD X X X L R E F F U B ' 0 5 COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 SIDEWALK YIELD TO PEDS MEDIAN MAINTAIN 11' MIN. TRAVEL LANES ROAD WORK AHEAD BUFFER X X E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I X X X L 60' 50' -100' TAPER BUFFER 50' -100' TAPER ROAD WORK AHEAD ROAD BIKE LANE WORK CLOSED AHEAD AHEAD MERGE BIKE LANE CLOSED MERGE COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE D) FOR BURLESON RD AT S PLEASANT VALLEY RD I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) D E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16D 174 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP ROAD WORK AHEAD LEFT LANE CLOSED AHEAD X X X L R E F F U B ' 0 5 COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 MERGE X X 50' 50' -100' TAPER ROAD WORK AHEAD 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE E) FOR BURLESON RD AT S PLEASANT VALLEY RD MEDIAN YIELD TO PEDS MAINTAIN 11' MIN. TRAVEL LANES BIKE LANE CLOSED MERGE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD BUFFER 50' -100' TAPER 60' L X X X BIKE LANES SIDEWALK COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) E E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16E 175 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: I I N O T P R C S E D N O S V E R I I ROAD WORK AHEAD LEFT LANE CLOSED AHEAD X X X L R E F F U B ' 0 5 MEDIAN YIELD TO PEDS ' 0 0 1 - ' 0 5 R E P A T BIKE LANE CLOSED MERGE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD BUFFER 50' -100' TAPER 60' L X X X BIKE LANES E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) F E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I X X 50' MAINTAIN 11' MINIMUM TRAVEL LANES ROAD WORK AHEAD SIDEWALK COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE F) FOR BURLESON RD AT S PLEASANT VALLEY RD COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 MERGE MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16F 176 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. FLAGGER STATIONS SHALL BE LOCATED FAR ENOUGH IN ADVANCE OF THE WORK SPACE SUCH THAT APPROACHING ROAD USERS WILL HAVE SUFFICIENT DISTANCE TO STOP AT THE INTENDED STOPPING POINT. BUFFER SPACE SHALL BE ADJUSTED ACCORDINGLY. 2. ALL FLAGGER PERSONNEL SHALL FOLLOW CITY OF AUSTIN STANDARD DETAIL 804S-2 PAGES 3, 7, & 8 OF 8 WHEN CONDUCTING FLAGGING OPERATIONS. 3. SEE CITY OF AUSTIN STANDARD DETAIL 804S-2, 8 OF 8 FOR DEVICE SPACING. 4. ALL FLAGGERS SHALL HAVE GOOD VISUAL CONTACT OR TWO-WAY RADIO CONTACT WITH EACH OTHER. 5. A UNIFORMED LAW ENFORCEMENT OFFICER SHALL BE PRESENT FOR FLAGGING OPERATIONS PERFORMED AT TRAFFIC SIGNAL CONTROLLED INTERSECTIONS. 6. FLOODLIGHTS SHOULD BE PROVIDED AS NEEDED TO MARK FLAGGER STATIONS AT NIGHT. 7. RIGHT OF WAY MANAGEMENT STANDARD NOTES AND SUPPLEMENTAL TRAFFIC CONTROL NOTES SHALL BE FOLLOWED. 8. IF WORK IMPEDES SIDEWALK ACCESS, FLAGGER SHALL STOP WORK/TRAFFIC AND ESCORT PEDESTRIANS AROUND WORK AREA. 9. MINIMUM FLAGGER STATION BUFFERS AS PER TABLE: ROAD WORK AHEAD LEFT LANE CLOSED AHEAD COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 MERGE MINIMUM FLAGGER STATION BUFFER SPEED (MPH) DISTANCE (FT) 20 25 30 35 40 45 50 55 35 55 85 120 170 220 280 335 I I N O T P R C S E D N O S V E R I I X X X L R E F F U B ' 0 5 MEDIAN YIELD TO PEDS ' 0 0 1 - ' 0 5 R E P A T BIKE LANE CLOSED MERGE BIKE LANE CLOSED AHEAD ROAD WORK AHEAD BUFFER 50' -100' TAPER 60' L X X X BIKE LANES E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I X X 50' MAINTAIN 11' MINIMUM TRAVEL LANES ROAD WORK AHEAD SIDEWALK COMPLIANT BIKEWAY TRANSITION - SEE SHEET TC-22 FOR 804S-1B 8 & 14 OF 14 3-WAY FLAGGING OPERATION WITH BIKE LANE (TYPE G) FOR BURLESON RD AT S PLEASANT VALLEY RD I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I ) G E P Y T ( I I I S E N A L E K B H T W N O T A R E P O G N G G A L F Y A W - 3 I LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-16G 177 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 NOTES 1. WHERE REQUIRED, "NO PARKING, TOW AWAY" SIGNS SHALL BE PLACED 48 HOURS IN ADVANCE OF ASSOCIATED LANE OR ROAD CLOSURE. 2. THE "CLOSED" NO PARKING/TOW AWAY ZONE SHALL BEGIN AT THE FIRST CHANNELIZING DEVICE ON THE APPROACH, AND END AT THE LAST CHANNELIZING DEVICE IN THE TERMINATION AREA. 3. WHEN USED, A MINIMUM OF THREE (3) NO PARKING SIGNS SHOULD BE USED TO ESTABLISH THE NO PARKING ZONE WITH A MINIMUM SPACING OF 50 FEET AND MAXIMUM 75 FEET SPACING 4. SINCE PARKING RESTRICTIONA APPLY TO A LIMITED AREA, THE LIMITS OF THE RESTRICTION SHOULD BE SHOWN BY ARROWS ON THE SIGNS. AT THE END OF THE PARKING ZONE, A SINGLE HEADED ARROW POINTING IN THE DIRECTION OF THE RESTRICTION SHOULD BE USED. FOR INTERMEDIATE SIGNS, THERE SHOULD BE A DOUBLE HEADED ARROW POINTING IN BOTH WAYS. 5. WHEN NO PARKING/TOW AWAY SIGNS ARE USED TO INDICATE THE EXTENT OF THE RESTRICTED PARKING ZONE, THE SIGNS SHOULD BE SET AT AN ANGLE OF NOT LESS THAN 30 DEGREES OR MORE THAN 45 DEGREES WITH THE LINE OF TRAFFIC FLOW IN ORDER TO BE VISIBLE TO APPROACHING TRAFFIC. 6. SEE BELOW FOR COA STANDARD 824-3 NO PARKING SIGN. SOLID RED 9" DIA X 1" WIDE SOLID BLACK 5" HIGH X 1" WIDE SOLID RED TYPE 3 ARROW SOLID BLACK 15" 0.375" DIA 1.5" ED 0.5" 0.375" CR 1.5" P 1.5" 1.0" " 1 2 1.75" 0.375 " 5 . 6 0.375" DIA 1.5" ED CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS NO PARKING SIGN RECORD COPY SIGNED BY CUONG TRAN 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 824-3 P NPR P NP P NPL NOTE: NO PARKING SIGN AT END OF RESTRICTED PARKING ZONE SHOULD POINT TOWARD THE RESTRICTED ZONE 50' (MIN) 75' (MAX) 3 0 °-4 5 ° NPR NP NP NPL NOTE: NO PARKING SIGN AT BEGINNING OF RESTRICTED PARKING ZONE SHOULD POINT TOWARD THE RESTRICTED ZONE CHANNELIZING DEVICES DIRECTION OF TRAFFIC NO PARKING SIGN SETUP LEGEND PROP. TRAFFIC FLOW SIGN POST WORK AREA FLAGGER TYPE I BARRICADE TYPE III BARRICADE CHANNELIZING DEVICES ARROWBOARD MESSAGEBOARD LEO VEHICLE TRUCK MOUNTED ATTENUATOR SAFETY FENCING BARRIER BUS STOP I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T L I A T E D L A C P Y T J V H I I P U T E S N G S G N K R A P O N I NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-17 178 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T S L I A T E D D R A D N A T S A O C S L I A T E D T S O P X E L F & S K L A W S S O R C L A T N E N T N O C I NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-18 179 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 I I N O T P R C S E D N O S V E R I I 1. ALL SETUPS SHALL BE IN ACCORDANCE WITH THE CURRENT ADDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL. 2. TO DETERMINE APPROPRIATE DEVICES AND SIGN SIZES TO BE USED, REFER TO STANDARD 804S-5. SHEETS 5, 6 AND 7 OF 11. 3. FOR INTERMEDIATE-TERM SITUATIONS, WHEN IT IS NOT FEASIBLE TO REMOVE AND RESTORE PAVEMENT MARKINGS, THE CHANNELIZATION MUST BE MADE DOMINANT BY USING A VERY CLOSE DEVICE SPACING. THIS IS ESPECIALLY IMPORTANT IN LOCATIONS OF CONFLICTING INFORMATION, SUCH AS WHERE TRAFFIC IS DIRECTED OVER A DOUBLE YELLOW CENTERLINE. IN SUCH LOCATIONS, A MAXIMUM CHANNELIZING DEVICE SPACING OF 3 m (10') IS REQUIRED. 4. FOR LONG TERM STATIONARY WORK, ALL CONFLICTING PAVEMENT MARKINGS MUST BE REMOVED AND CENTERLINE STRIPING PROVIDED WHERE TWO WAY TRAFFIC IS IN ADJACENT LANES. 5. FOR TEMPORARY PAVEMENT MARKING REQUIREMENTS SEE STANDARD 804S-3. 6. FOR ONE-WAY AND MULTI-LANE ROADWAYS THE "LANE BLOCKED" SIGN MAY BE USED IN LIEU OF THE "LANE CLOSED AHEAD" SIGN. THE NUMBER OF DIGITS ON THE SIGN SHALL NOT BE GREATER THAN THE NUMBER OF LANES PRESENT ON THE ROADWAY. THE "X" SHALL BE PLACED UNDER THE NUMBER OF LANE(S) BLOCKED. 7. FOR FLAGGING OPERATION REQUIREMENTS SEE STANDARD 804S-2. 8. CONTRACTOR SHALL PROVIDE SIDEWALK CLOSURES, CROSSWALK CLOSURES OR WALKWAY BYPASS WHEREVER PEDESTRIAN MOVEMENTS ARE AFFECTED BY CONSTRUCTION ACTIVITIES. ALL SIDEWALKS AND CROSSWALKS SHALL BE ACCESSIBLE WHEN CONTRACTOR IS NOT WORKING UNLESS APPROVED BY THE TRANSPORTATION DIVISION. 9. FOR EXCAVATION PROTECTION AND SAFETY FENCE REQUIREMENTS SEE STANDARD 804S-4. 10. THE USE OF ARROW DISPLAYS ARE REQUIRED ON ALL LANE CLOSURES. THE CONTRACTOR SHALL PROVIDE ONE (1) STAND-BY UNIT IN GOOD WORKING CONDITION AT THE JOB SITE, READY FOR USE IF THE OPERATION REQUIRES 24-HOUR A DAY LANE CLOSURE SET-UPS. Typical Transition Lengths and Suggested Maximum Spacing of Devices Minimum Desirable Taper Lengths (L) Meters (Feet) Suggested Max. Device Spacing Posted Speed MPH Speed KMPH Formula 3.0(10) Offset Meters (feet) 3.3(11) Offset Meters (feet) 3.6(12) Offset Meters (feet) On a taper Meters (feet) 50 55 65 70 80 90 95 105 115 30 35 40 45 50 55 60 65 70 L=WS 2 60 L=WS 45 (150) 65 (205) 80 (265) 135 (450) 150 (500) 165 (550) 180 (600) 195 (650) 215 (700) 50 (165) 70 (225) 90 (295) 150 (495) 165 (550) 185 (605) 200 (660) 215 (715) 235 (770) 55 (180) 75 (245) 100 (320) 165 (540) 180 (600) 200 (660) 220 (720) 235 (780) 255 (840) 9 (30) 10 (35) 12 (40) 13 (45) 15 (50) 16 (55) 18 (60) 19 (65) 21 (70) On a tangent Meters (feet) 15-20 (60-75) 25-25 (70-90) 25-30 (80-100) 25-30 (90-110) 30-35 (100-125) 35-40 (110-140) 40-45 (120-150) 40-50 (130-165) 45-55 (140-175) Suggested Sign Spacing Meters (Feet) "X" Dimension 40 (120) 50 (160) 75 (240) 100 (320) 120 (400) 150 (500) 180 (600) 210 (700) 240 (800) LEGEND Channelizing devices Trailer mounted flashing arrow board Flagger CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS GENERAL NOTES RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 8 OF 9 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEVICE SPACING RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 9 OF 9 E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T S L I A T E D D R A D N A T S A O C 8 F O 8 - 7 & 3 - 2 2 - S 4 0 8 D N A 9 F O 9 - 8 1 - S 4 0 8 NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-19 180 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T S L I A T E D D R A D N A T S A O C 5 F O 5 - 1 3 - S 4 0 8 NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-20 181 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T S L I A T E D D R A D N A T S A O C 9 F O 9 & 7 - 1 4 - S 4 0 8 NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-20A 182 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 200 mm (8'') MIN. FACING TRAFFIC FACING TRAFFIC 150 mm (6'') 450 mm (18'') MIN. 100 mm MIN. 200 mm MAX. (4'' to 8'' ) 150 mm (6'') 45^ m m 0 0 (2'') TYP. 9 50 mm ) ' ' 6 3 ( m m 0 1 6 . I N M ) ' ' 4 2 ( m m 0 0 3 . I N M ) ' ' 2 1 ( VERTICAL PANEL DRUM LONG TERM AND INTERMEDIATE TERM STATIONARY WORK 50 mm (2'') 75 mm (3'') 150 mm (6'') 75 mm (3'') m m 0 0 7 ) ' ' 8 2 ( RETROREFLECTIVE BAND 75 mm TO 100 mm (3'' TO 4'') 150 mm (6'') 50 mm (2'') m m 0 0 7 ) ' ' 8 2 ( 100 mm (4'') TUBULAR MARKERS CONES SHORT TERM AND SHORT DURATION WORK CHANNELIZING DEVICES 1.ALL CHANNELIZING DEVICES SHALL HAVE WARNING LIGHTS OR LARGE REFLECTORS WHEN USED AT NIGHT. FLASHING WARNING LIGHTS MAY BE PLACED ON CHANNELIZING DEVICES USED SINGULARLY OR IN GROUPS TO MARK A SPOT CONDITION. WARNING LIGHTS ON CHANNELIZING DEVICES USED IN A SERIES SHALL BE STEADY-BURN. CHANNELIZING DEVICES IN TAPERS AT NIGHT SHALL HAVE TYPE C WARNING LIGHTS. 2.THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE. 3.THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR OR SUPPLIER SHALL BE SHOWN ON THE NON-RETROREFLECTIVE SURFACE OF ALL CHANNELIZING DEVICES. THE LETTERS AND NUMBERS SHALL BE A NON-RETROREFLECTIVE COLOR AND NOT OVER 50 mm (2'') IN HEIGHT. 4.PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE AND PROPERLY POSTITIONED AT ALL TIMES. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. CONES CONES SHALL PREDOMINANTLY BE ORANGE, FLUORESCENT RED-ORANGE, OR FLUORESCENT YELLOW-ORANGE IN COLOR, NOT LESS THAN 70 mm (28'') IN HEIGHT, AND SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. FOR NIGHT TIME USE, CONES SHALL BE RETROREFLECTIVE OR EQUIPPED WITH LIGHTING DEVICES FOR MAXIMUM VISIBLITY. RETROREFLECTION OF CONES SHALL BE PROVIDED BY A WHITE BOND 150 mm (6'') WIDE, NO MORE THAN 75 TO 100 mm (3 TO 4'') FROM THE TOP OF THE CONE, AND AN ADDITIONAL 100 mm (4'') WHITE BAND A MINIMUM OF 50 mm (2'') BELOW THE 150 mm (6'') BAND. TRAFFIC CONES ARE NORMALLY USED FOR SHORT-TERM STATIONARY AND SHORT DURATION WORK. HOWEVER, CONES MAY BE USED FOR INTERMEDIATE-TERM STATIONARY WORK AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. TUBULAR MARKERS TUBULAR MARKERS SHALL PREDOMINANTLY BE ORANGE IN COLOR, NOT LESS THAN 700 mm (28'') IN HEIGHT , A MINIMUM 50 mm (2'') WIDE WHEN FACING TRAFFIC AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES. FOR NIGHT TIME USE, TUBLULAR MARKERS SHALL BE RETROREFLECTIVE PROVIDED BY TWO (2) 75 mm (3'') WIDE WHITE BANDS PLACED A MAXIMUM OF 50 mm (2'') FROM THE TOP, WITH A MAXIMUM OF 150 mm (6'') BETWEEN BANDS. TUBULAR MARKERS ARE NORMALLY USED FOR SHORT-TERM STATIONARY AND SHORT DURATION WORK. HOWEVER, TUBULAR MARKERS MAY BE USED FOR INTERMEDIATE-TERM STATIONARY WORK AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. VERTICAL PANELS VERTICAL PANELS SHALL BE 200 TO 300 mm (8 TO 12'') WIDE AND AT LEAST 600 mm (24'') IN HEIGHT. THEY SHALL HAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE 150 mm (6'') EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 900 mm (36''), WHEN 100 mm (4'') STRIPES MAY BE USED. IF USED FOR TWO-WAY TRAFFIC, BACK-TO-BACK PANELS SHALL BE USED. DRUMS 1. DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT- WEIGHT FLEXIBLE AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 900 mm (36'') IN HEIGHT, AND HAVE AT LEAST 450 mm (18'') MINIMUM WIDTH, REGARDLESS OF OREINTATION. STEEL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUNFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 100 TO 200 mm (4 TO 8'') WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO (2) ORANGE AND TWO (2) WHITE STRIPES. ANY NON-RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 50 mm (2'') WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. 2. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER OR ANY MATERIAL TO AN EXTENT THAT WOULD MAKE THE HAZARDOUS TO MOTORISTS, PEDESTRIANS OR WORKERS. WHEN THEY ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE,CAUSING A HAZARD IF STRUCK BY A MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CHANNELIZING DEVICES CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CHANNELIZING DEVICES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 1 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 2 OF 13 915mmx915mmx13mm 1 2'') (36''x36''x PLYWOOD 1.22 mx1.22mx13 mm 1 (48''x48''x 2'') PLYWOOD ROAD WORK AHEAD 100mmx100mmx2.7m (4''x4''x9') m m 6 1 0 1 x m m 0 5 1 x m m 0 5 ) ' ' 0 4 x ' ' 6 x ' ' 2 ( m 1 . 2 ) ' 7 ( m 1 . 2 ) ' 7 ( 875 mm 1 2'') (34 50 mmx150 mm (2''x6'') 1016 mm (40'') 760 mm (30'') 685 mm (27'') m 2 ) ' 6 ( 50 mmx150 mm (2''x6'') SKID-MOUNTED SIGN SUPPORT WITH PLYWOOD SIGN 2") 1 MIN. THICKNESS 13mm ( 1.22 mx1.22mx13 mm 2'') PLYWOOD 1 (48''x48''x 50 mmx150 mm (2''x6'') ( LONG TERM AND INTERMEDIATE-TERM STATIONARY WORK) TEMPORARY SIGN SUPPORT SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TRAFFIC CONTROL SIGNS 915 mm (36'') A m 1 . 2 ) ' 7 ( E G D E T N E M E V A P B R U C R O 915 mm (36'') 1220 mm (48'') 1220 mm (48'') A m 1 . 2 ) ' 7 ( E G D E T N E M E V A P B R U C R O m 8 . 1 ) ' 6 ( NOMINAL 100 mmx100 mm (4''x4'') POST (TYP.) SEE DETAIL BELOW PLAQUE SEE DETAIL BELOW FOR 915 mmx 915 mm (36''x36'') AND SMALLER WARNING SIGNS & OTHER SIGNS HAVING AN AREA NOT EXCEEDING 1 sm (10.7 sf). A 610 mm (2') MINIMUM (REFER TO TMUTCD) FOR 1220 mm x 1220 mm (48''x48'') WARNING SIGNS. 150 mm (6'') DIRECTION OF TRAFFIC 3 9.5 mm ( 8'') DRILLED HOLE FOR BREAKAGE AT GROUND LEVEL WOOD POST SIGN SUPPORT USED AS FIXED SIGN SUPPORTS 915mmx915mmx13mm 1 (36''x36''x 2'') PLYWOOD 300 mm (12'') 100mmx100mm (4''x4'') PLASTIC POST ROAD WORK AHEAD ROLL-UP SIGN FIBERGLASS STAYS UTILITY WORK AHEAD 300 mm (12'') 300 mm (12'') SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS 300 mm (1') MOUNTING HEIGHT (SHORT TERM AND SHORT DURATION WORK) PORTABLE SIGN SUPPORT TRAFFIC CONTROL SIGNS RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 5 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 6 OF 13 600 mm (24'') MIN. WARNING LIGHT (OPTIONAL) 600 mm (24'') MIN. 200 mm TO 300 mm (8'' TO 12'') 200 mm TO 300 mm (8'' TO 12'') 45^ 45^ m m 0 0 9 ) ' ' 6 3 ( m m 0 0 9 ) ' ' 6 3 ( TYPE I BARRICADE TYPE II BARRICADE WARNING LIGHT (OPTIONAL) NOTE 45^ NOTES: 1. NOMINAL LUMBER DIMENSIONS ARE SATISFACTORY FOR BARRICADE RAIL WIDTH DIMENSIONS. 2. RAIL STRIPE WIDTHS SHALL BE 150 mm (6'') EXCEPT WHERE RAIL LEGNTHS ARE LESS THAN 900 mm (36''), THEN 100 mm (4'') WIDE STRIPES MAY BE USED. 3. THE SIDE OF BARRICADES FACING TRAFFIC SHALL HAVE RETRO- REFLECTIVE RAIL FACES. 200 mm TO 300 mm (8'' TO 12'') m 2 . 1 ) ' ' 8 4 ( m 5 . 1 ) ' ' 0 6 ( 1.2 m (48'') MIN. TYPE III BARRICADE SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BARRICADES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 3 OF 13 1. WARNING SIGNS SHALL BE ORANGE, FLUORESCENT RED-ORANGE OR FLUORESCENT YELLOW-ORANGE IN COLOR. THE FLUORESCENT VERSIONS OF ORANGE PROVIDE HIGHER CONSPICUITY THAN STANDARD ORANGE, ESPECIALLY DURING TWILGHT. ALL SIGNS USED AT NIGHT SHALL BE EITHER RETRORE- FLECTIVE, WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE, OR ILLUMINATED TO SHOW SIMILAR SHAPE AND COLOR BOTH DAY AND NIGHT. SIGN ILLUMINATION MAY BE EITHER IN- TERNAL OR EXTERNAL. ROADWAY LIGHTING DOES NOT MEET THE REQUIREMENTS FOR SIGN ILLUMINATION. 2. TYPE A FLASHING WARNING LIGHTS MAY BE USED IN CONJUNCTION WITH SIGNS AT NIGHT. STANDARD ORANGE FLAGS MAY BE USED FOR DAY TIME OPERATIONS. HOWEVER, NEITHER LIGHTS NOR FLAGS MAY BLOCK THE SIGN LEGEND. 3. SIGNS SHOULD BE LOCATED ON THE RIGHT-HAND SIDE OF THE ROADWAY. WHEN SPECIAL EMPHASIS IS NEEDED, SIGNS MAY BE PLACE ON BOTH THE LEFT AND RIGHT SIDES OF ROADWAY. SIGNS SHALL BE PLACED ON BOTH THE LEFT AND RIGHT SIDES OF ONE-WAY OR DIVIDED ROADWAYS. SIGNS USED FOR LONG-TERM STATIONARY AND INTERMEDIATE-TERM STATIONARY WORK SHALL BE MOUNTED AT A HEIGHT OF AT LEAST 2.1 m (7'), MEASURED FROM THE BOTTOM OF THE SIGN. THE HEIGHT TO THE BOTTOM OF A SECONDARY SIGN MOUNTED BELOW ANOTHER SIGN MAY BE O.3 m (1') LESS THAN THE APPROPRIATE HEIGHT ABOVE. 4. SIGNS MAY BE MOUNTED ON PORTABLE SUPPORTS FOR SHORT-TERM, SHORT DURATION, MOBILE CON- DITIONS AND EMERGENCIES. SIGNS MOUNTED ON PORTABLE SUPPORTS SHALL BE AT A HEIGHT OF AT LEAST 0.3 m (1'), MEASURED FROM THE BOTTOM OF THE SIGN. 5. ALL SIGN SYSTEMS SHOULD BE CRASHWORTHY. NO SIGN MOUNTS SHALL BLOCK OR IMPEDE SIDEALKS UNLESS NO OTHER OPTION IS AVAILABLE. ONLY SANDBAGS SHOULD BE USED FOR BALLASTING SIGN MOUNTS. TABLE VI-3 TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING Long-term Stationary Or Intermediate-term Stationary Approaching Warning Signs CW20 Series And CW22-1 Sign Standard mm (inches) 1220x1220 (48x48) Minimum4 mm (inches) 915x915 (36x36) Short-term Stationary Or Short Duration Approach Warning Signs CW22 Series Minimum4 mm (inches) Standard mm (inches) 915x915 (36x36) Other Warning Signs Standard mm (inches) 915x915 (36x36) Use Standard Size Use Standard Size 1220x1220 (48x48) 1220x1220 (48x48) Roadway Classi fication Posted Speed Sign Spacing Conven. KPH (MPH) meter (feet) 50 (30) 55 (35) 65 (40) 70 (45) 80 (50) 90 (55) 100 (60) 105 (65) 115 (70) 40 (120) 50 (160) 75 (240) 100 (320) 120 (400) 150 (500) 180 (600) 210 (700) 240 (800) 2 2 2 2 3 Exp. or Fwy I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T S L I A T E D D R A D N A T S A O C 3 1 F O 8 - 1 5 - S 4 0 8 BARRICADES 1. BARRICADES SHALL BE OF THREE TYPES: TYPE I, TYPE II OR TYPE III. 2. STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AND WHITE RETRO- REFLECTIVE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS). THE STRIPES SHALL BE 150 mm (6'') WIDE, EXCEPT WHERE RAIL LENGTHS ARE LESS THAN 900 mm (36''), WHEN 100 mm (4'') WIDE STRIPES MAY BE USED. 3. WHERE A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY, THE SURFACE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWN- WARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES. 4. BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND OR TRAFFIC. FOR TYPE I BARRICADES, THE SUPPORT MAY INCLUDE OTHER UNSTRIPED HORIZONTAL PANELS NECESSARY TO PROVIDE STABILITY. 5. BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT WITH ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY COULD CREATE, THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS AND HAVE NO RIGID STAY BRACING FOR A-FRAME DESIGNS. ALL BARRICADE SYSTEMS SHOULD BE CRASHWORTHY. 6. ON HIGH-SPEED EXPRESSWAYS OR IN OTHER SITUATION WHERE BARRICADES MAY BE SUSCEPTIBLE TO OVERTURING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY BE PLACED ON PARTS OF THE FRAME OR STAYS TO PROVIDE THE REQUIRED BALLAST BUT SHALL NOT BE PLACED ON TOP OF ANY STRIPED RAIL. BARRICADES SHALL NOT BE BALLASTED BY HEAVY OBJECTS SUCH AS ROCKS OR CHUNKS OF CONCRETE. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BARRICADES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 4 OF 13 JOINT C.I.P. SIGN (A, B & C) @ END OF PROJECT SEE STD. 802S-2A CMTA SIGN (A) SEE STD. 802S-2 CMTA SIGN (A) SEE STD. 802S-2 END CONSTRUCTION SIGN CONSTRUCTION AREA "ROAD WORK AHEAD" SIGN x x CMTA SIGN (A) SEE STD. 802S-2 (CMTA-CAPITAL METROPOLITAN TRANSIT AUTHORITY) JOINT C.I.P. SIGN (A, B & C) @ BEGINNING OF PROJECT SEE STD. 802S-2A (CIP-CAPITAL IMPROVEMENT PROJECT) MINIMUM DISTANCE FROM WORK TO 1st ADVANCE WARNING SIGN AND/OR DISTANCE BETWEEN EACH ADDITIONAL SIGN. FOR TYPICAL SIGN SPACINGS ON EXPRESSWAYS AND FREEWAYS, REFER TO THE CURRENT ADDITION OF TMUTCD. NOTES: SMALLER SIGN SIZES MAY BE USED WHERE SIGN DESIGNS HAVE NOT BEEN INCLUDED IN THE "STANDARD HIGHWAY SIGNS DESIGN MANUAL". 1. SPECIAL OR LARGER SIZE SIGNS MAY BE USED AS NECESSARY. 2. DISTANCE BETWEEN SIGNS SHOULD BE INCREASED AS REQUIRED TO HAVE 450 m (1500') OR MORE ADVANCE WARNING. 3. DISTANCE BETWEEN SIGNS SHOULD BE INCREASED AS REQUIRED TO HAVE A 0.8 km (1 4. FOR USE ONLY ON SECONDARY ROADS OR CITY STREETS WHERE SPEEDS ARE LOW. 2 MILE) OR MORE ADVANCE WARNING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TRAFFIC CONTROL SIGNS RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 7 OF 13 1. OTHER REQUIRED SIGNS NOT SHOWN FOR CLARITY. 2. "X" DISTANCES SAME AS STANDARD TABLE SHOWN ON SHEET 13 OF 13. SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL CMTA/C.I.P. SIGN LOCATIONS RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 8 OF 13 NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-21 183 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735 CHANNELIZING DEVICES BUSINESS ACCESS SIGNS AT COMMERCIAL DRIVES CONSTRUCTION AREA CONSTRUCTION AREA EXISTING DRIVEWAY TYPE I BARRICADES DRIVEWAY ACCESS BARRICADE DETAIL D A O R S S O R C X X PROJECT X D A O R S S O R C X ROAD WORK AHEAD WORK ZONE TRAFFIC FINES DOUBLE END ROAD WORK END ROAD WORK MAY BE MOUNTED ON BACK OF CW20-1 SIGN WITH APPROVAL OF ENGINEER OR DESIGNATED REPRESENTATIVE WORK ZONE TRAFFIC FINES DOUBLE ROAD WORK AHEAD MAY BE MOUNTED ON BACK OF TMUTCD CW20-1 SIGN WITH APPROVAL OF ENGINEER OR DESIGNATED REPRESENTATIVE (TMUTCD-TEXAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES) CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CROSSROAD SIGNING AND BARRICADING SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. SIGNING AND BARRICADING CROSSROAD & DRIVEWAY RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 11 OF 13 35 mm R (1 1 2'' ) 600 mm (24'') WORK ZONE TRAFFIC FINES DOUBLE 65 mm (2 1 2'') 125 mm (5'') 75 mm (3'') 125 mm (5'') 65 mm (2 1 2'') 115 mm (4 1 2 '') 125 mm (5'') 75 mm (3'') 125 mm (5'') 75 mm (3'') 125 mm (5'') 115 mm (4 1 2 '') 450 mm (18'') 15 mm ( 5 8" ) 25 mm (1'') 35 mm R (1 1 2'' ) 750 mm (30'') 15 mm ( 5 8" ) 25 mm (1'') LETTERS - BLACK BORDER - BLACK BACKGROUND - ORANGE REFL. LETTERS - BLACK BORDER - BLACK BACKGROUND - WHITE REFL. 750 mm (30") C ACCESS TO Service Food Gasoline 120 mm (4 16") 13 88 mm 1 (3 2") 63 mm 1 2") (2 B 900 mm (36") E B A D A 1 50 mm ( 575 mm (23") C 2") WHITE RETROREFLECTIVE BORDER BLUE RETROFEFLECTIVE BACKGROUND WHITE RETROREFLECTIVE ARROW AND LETTERS WHITE RETROREFELCTIVE BUSINESS LOGO A B C D SEE STANDARD DETAIL 804S-5 SHEET 5 OF 13 FOR SKID- MOUNTED SIGN SUPPORT. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SPECIAL WORK ZONE SIGNS RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 9 OF 13 NOTES: 1. CONTRACTORS CAN MAKE BUSINESS NAMES REMOVABLE/CHANGEABLE AS AN OPTION. 2. BUSINESS LOGO ARE OPTIONAL. IF USED LETTERING MUST BE MINIMIZED. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SPECIAL WORK ZONE SIGNS RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 10 OF 13 13. ALL PERSONS WORKING WITHIN THE RIGHT-OF-WAY SHALL WEAR A BRIGHTLY COLORED SAFETY VEST. FOR NIGHTTIME WORK THE VEST SHALL BE RETROREFLECTIVE, 14. WHEN AN INTERSECTION IS CLOSED FOR CONSTRUCTION, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION IN SUCH A MANNER THAT THE CLOSURE TIME IS MINIMIZED. 15. THE CONTRACTOR SHALL NOTIFY THE CAPITAL METRO DISPATCHER AT 385-4295 ONE (1) WEEK PRIOR TO LANE CLOSURES ADJACENT TO BUS STOPS. DURATION OF WORK WORK DURATION IS A MAJOR FACTOR IN DETERMINING THE NUMBER AND TYPES OF DEVICES USED IN TEMPORARY TRAFFIC ZONES. THE FIVE (5) CATEGORIES OF WORK DURATION AND THEIR TIME AT A LOCATION ARE AS FOLLOWS: - LONG-TERM STATIONARY-WORK THAT OCCUPIES A LOCATION FOR MORE THAN 3 DAYS. - INTERMEDIATE-TERM STATIONARY-WORK THAT OCCUPIES A LOCATION FROM OVERNIGHT TO 3 DAYS. - SHORT-TERM STATIONARY-DAYTIME WORK THAT OCCUPIES A LOCATION FROM 1 TO 12 HOURS. - SHORT-DURATION WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. - MOBILE-WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. Typical Transition Lengths and Suggested Maximum Spacing of Devices Minimum Desirable Taper Lengths (L) Meters (Feet) Suggested Max. Device Spacing Formula L=WS 2 60 L=WS 3.0(10) Offset Meters (feet) 3.3(11) Offset Meters (feet) 3.6(12) Offset Meters (feet) On a taper Meters (feet) 45 (150) 65 (205) 80 (265) 135 (450) 150 (500) 165 (550) 180 (600) 195 (650) 215 (700) 50 (165) 70 (225) 90 (295) (495) 165 (550) 185 (605) 200 (660) 215 (715) 235 (770) 55 (180) 75 (245) 100 (320) 165 (540) 180 (600) 200 (660) 220 (720) 235 (780) 255 (840) 9 (30) 10 (35) 12 (40) 13 (45) 15 (50) 16 (55) 18 (60) 19 (65) 21 (70) On a tangent Meters (feet) 15-20 (60-75) 25-25 (70-90) 25-30 (80-100) 25-30 (90-110) 30-35 (100-125) 35-40 (110-140) 40-45 (120-150) 40-50 (130-165) 45-55 (140-175) Suggested Sign Spacing Meters (Feet) "X" Dimension 40 (120) 50 (160) 75 (240) 100 (320) 120 (400) 150 (500) 180 (600) 210 (700) 240 (800) Posted Speed KPH (MPH) 50 (30) 55 (35) 65 (40) 70 (45) 80 (50) 90 (55) 100 (60) 105 (65) 115 (70) CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS GENERAL TRAFFIC CONTROL NOTES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 13 OF 13 1. ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES AND WARNING SIGNS SHALL BE FURNISHED, PLACED, CONSTRUCTED AND MAINTAINED IN THE APPROPRIATE TYPES AND SIZES AND FLAGGER OPERATIONS EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES (TMUTCD), THE CITY OF AUSTIN STANDARD SPECIFICATIONS SERIES 800 AND THE CITY OF AUSTIN TRANS- PORTATION CRITERIA MANUAL, OR AS DIRECTED BY THE ENGINEER OR DESIGNATED RE- PRESENTATIVE. IF A CONFLICT ARISES THEN THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL SHALL CONTROL UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 2. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT 974-7024 NO LATER THAN THE MONDAY OF THE WEEK DURING WHICH THE CONTRACTOR INTENDS TO SET UP BARRICADES TO START CONSTRUCTION. 3. PROPOSED CONSTRUCTION TRAFFIC MOVEMENTS MAY REQUIRE EXISTING SIGNAL HEADS TO BE RELOCATED. THE CITY OF AUSTIN WILL REVIEW SIGNAL HEAD LOCATIONS DURING CONSTRUCTION AND PERFORM THE REQUIRED ADJUSTMENTS. THE CONTRACTOR SHALL CONTACT THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT 974-7024, THREE (3) DAYS PRIOR TO PLACMENT ANY TRAFFIC CONTROLS WHICH MAY REQUIRE SIGNAL HEAD ADJUSTMENTS/RELOCATION. 4. THE CONTRACTOR SHALL PROVIDE ONE (1) FULL-TIME OFF-DUTY, UNIFORMED AUSTIN POLICE DEPARTMENT CERTIFIED PEACE OFFICER AND ONE (1) VEHICLE OF THE TYPE APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE FOR TEMPORARY LANE CLOSURES WHEN UNDERSEALING, MILLING, PAVING AND WHEN WORKING IN INTERSECTIONS AS PART OF THE TRAFFIC CONTROL OPERATIONS. THE PEACE OFFICER SHALL BE ABLE TO SHOW PROOF OF CERTIFICATION BY THE TEXAS COMMISSION ON LAW ENFORCEMENT OFFICER STANDARDS. 5. THE CONTRACTOR SHALL NOTIFY ALL OTHER GOVERNMENTAL AGENCIES WHOSE RIGHTS- OF-WAY ARE AFFECTED BY HIS WORK ACTIVITIES. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT THEY MAY NEED. 6. THE CONTRACTOR SHALL MAINTAIN ONE (1) DUST-FREE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR APPROVED THE ENGINEER OR DESIGNATED REPRESENTATIVE. 7. THERE SHALL BE A MINIMUM OF THREE (3) METERS (10 FEET) CLEAR WIDTH FOR EACH LANE OF TRAFFIC IN CHANNELIZED AREAS, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 8. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. IF ACCESS CANNOT BE MAINTAINED, THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER OR DESIGNATED REPRESENTATIVE SHALL PROVIDE AT LEAST 24 HOUR WRITTEN NOTICE OF LIMITED ACCESS TO AFFECTED PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE BUSINESS ACCESS SIGNS AS NEEDED TO NFORM DRIVERS OF THE LOCATIONS OF ALL DRIVEWAYS. 9. TEMPORARY LANE CLOSURES IN THE CENTRAL BUSINESS DISTRICT (CBD) OR ON ARTERIAL STREETS SHALL NOT BE PERMITTED DURING THE HOURS OF 7 AM TO 9 AM AND 4 PM TO 6PM MONDAY THROUGH FRIDAY UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE TRANSPORTATION DIVISION. 10.TRAFFIC CONTROL SHOWN ON STANDARD DETAILS IS TYPICAL. ADDITIONAL SIGNING AND/ OR BARRICADING, AS WELL AS TEMPORARY PAVEMENT MARKINGS AND OBLITERATION/ RESTORATION OF EXISTING PAVEMENT MARKINGS, MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. FIELD ADJUSTMENTS TO TRAFFIC CONTROLS WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO ITEM NO. 803S "BARRICADES, SIGNS AND TRAFFIC HANDLING". 11.THE CONTRACTOR SHALL DESIGNATE A COMPETENT PERSON FOR TRAFFIC CONTROL. THE COMPETENT PERSON SHALL MAKE INSPECTIONS OF THE TRAFFIC CONTROL DEVICES AT LEAST TWO (2) TIMES A DAY (ONCE AT THE BEGINNING OF THE DAY AND ONCE AT THE END OF THE DAY), INCLUDING NON-WORKING DAYS, ENSURING THAT ALL DEVICES ARE IN THEIR PROPER PLACE AND ARE IN WORKING ORDER. 12.ALL DEVICES SHALL BE MADE USING MATERIALS LISTED ON THE TxDOT APPROVED PRODUCTS LIST. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS GENERAL TRAFFIC CONTROL NOTES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 12 OF 13 I I N O T P R C S E D N O S V E R I I E T A D Y B . V E R . O N S A X E T , I N T S U A F O Y T C I I N O T A T R O P S N A R T N T S U A I D R Y E L L A V T N A S A E L P H T U O S D R N O S E L R U B O T D A E H L I A R T S L I A T E D D R A D N A T S A O C 4 1 F O 4 1 & 8 B 1 - S 4 0 8 D N A 3 1 F O 3 1 - 9 5 - S 4 0 8 NOTES NAME DATE SURVEY BY DRAWN BY DESIGNED BY CHECKED BY REVIEWED BY EB EB LB LB 12/18/2025 12/18/2025 12/18/2025 12/18/2025 AS S OCI TA E S 4201 FREIDRICH LN, STE. 110, AUSTIN, TX 78744 PH: 737-222-5151 TEXAS FIRM NO. F-18091 SP-2020-____.___ TC-22 184 OF 184 REVIEWED &COMPLETERETURNED FORREVISIONSBY Trip Driscoll4RIGHT OF WAYMANAGEMENT12/19/2025TCP22-161735