2026-0829_Permanent_Traffic_Signal_at_Canal_RoadWharf_Parkway_EastMoney_Bayou_Drive_-_Plans.pdf

PDF 9 MB Posted Aug 12, 2026

Attached to: Permanent Traffic Signal at Canal Road/Wharf Parkway East/Money Bayou Drive
Solicitation number: 2026-0829
Issued by: Baldwin County, Alabama

About this file

Written by GovTribe AI · Aug 13, 2026

This is a project plans document for the State of Alabama related to the installation of a permanent traffic signal at the intersection of Canal Road, Wharf Parkway East, and Money Bayou Drive. The project involves installing permanent signal foundations and poles at the specified location and transferring existing signal equipment from temporary poles to the newly installed permanent poles. All work must be coordinated with the Alabama Department of Transportation (ALDOT). The document appears to contain technical plans and specifications necessary for contractors to understand the scope of the installation work, including structural requirements, electrical connections, and site-specific considerations for the signal infrastructure.

The plans document serves as the technical blueprint for bidders to develop accurate cost estimates and project schedules. This file would typically include detailed drawings, material specifications, site layouts, and engineering standards required for the permanent traffic signal installation. Contractors must review these plans in conjunction with the project's scope of work and coordinate all activities with ALDOT requirements and procedures. The document is essential for ensuring that all bidders have access to the same technical information and can submit competitive bids based on standardized project requirements.

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Other files

File	Type	Posted
Permanent_Traffic_Signal_at_Canal_Road_Wharf_Parkway_East_Money_Bayou_Drive.pdf	PDF	Aug 12, 2026
Waiver_and_Release_of_Lein.pdf	PDF	Aug 12, 2026
OB-_Performance_Bond.pdf	PDF	Aug 12, 2026
SAMPLE_CONTRACT.docx	DOCX document	Aug 12, 2026
LABOR_AND_MATERIALS_BOND.pdf	PDF	Aug 12, 2026
Notice_to_Proceed.pdf	PDF	Aug 12, 2026
NOTICE_OF_AWARD.pdf	PDF	Aug 12, 2026

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BIRMINGHAM, ALABAMA

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INDEX TO PROJECT

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AutoCAD SHX Text TRAFFIC SIGNAL DESIGN PLAN ALABAMA HIGHWAY 180 (CANAL ROAD) AT WHARF PARKWAY EAST/MONEY BAYOU DRIVE ORANGE BEACH, ALABAMA

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PREPARED FOR: THE CITY OF ORANGE BEACH, ALABAMA

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PROJECT LOCATION

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PROJECT LOCATION MAP NOT TO SCALE

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PLANS PREPARED BY:

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AECOM TECHNICAL SERVICES, INC.

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CODY LONG, P.E., PTOE AL. REG. NO. 29156

Long, Cody signature8/12/2026

Long, Cody Custom Date

LEGEND & INDEX TO SHEETS

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ELECTRICAL BOXES

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VEHICULAR DETECTORS

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QUADRUPOLE LOOP DETECTOR

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VIDEO DETECTION ZONE

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HIGHWAY ADVISORY RADIO

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OMNI DIRECTIONAL ANTENNA

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DIRECTIONAL ANTENNA

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HUB BUILDING

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POLES

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REQUIRED

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REQUIRED

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REQUIRED

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REQUIRED

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METALLIC PULL BOX

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REQUIRED

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REQUIRED

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DOWN GUY

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TRAFFIC CONTROL CENTER

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TRAFFIC SIGNAL HEAD WITH BACKPLATE

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PEDESTRIAN SIGNAL HEAD

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PRESENCE LOOP DETECTOR

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CABINET

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RADAR DETECTION UNIT

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DYNAMIC MESSAGE SIGN (ROADSIDE)

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EMERGENCY VEHICLE PREEMPTION SENSOR

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OVERHEAD ELECTRIC

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10 FOOT PEDESTAL POLE AND PEDESTRIAN SIGNAL HEAD

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PEDESTAL MOUNTED FLASHING WARNING SIGNAL WITH SIGN

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LUMINAIRE

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SPAN/MASTARM MOUNTED SIGN

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CABLE IN CONDUIT

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WOOD POLE

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EVP

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VDC

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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BURIED ELECTRIC

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BLANKOUT MESSAGE SIGN

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EVP

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EXISTING

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REQUIRED

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INDEX TO SHEETS

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(NOTE: # INDICATES SIGNAL HEAD NUMBER)

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DYNAMIC MESSAGE SIGN (OVERHEAD)

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MISCELLANEOUS EQUIPMENT

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VEHICLE DETECTION CAMERA

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TRAFFIC SIGNAL HEAD

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FIBER OPTIC CABLE IN CONDUIT (UNDERGROUND)

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FIBER OPTIC CABLE IN CONDUIT (UNDERGROUND WITH CONCRETE)

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FIBER OPTIC CABLE IN CONDUIT (BRIDGE ATTACHED)

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FIBER OPTIC CABLE (AERIAL INSTALLATION)

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INTERCONNECT CABLE IN CONDUIT (UNDERGROUND)

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INTERCONNECT CABLE (AERIAL INSTALLATION)

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CCTV CAMERA, PTZ

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CCTV CAMERA, FIXED

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CLASS 3 WOOD SERVICE POLE WITH DISCONNECT

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CABINETS

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CAMERAS

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OFO

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FOWC

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LEGEND & INDEX TO SHEETS

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DYNAMIC MESSAGE SIGN (CANTILEVER)

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FIX

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FIX

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FIBER OPTIC COMMBOX TYPE F1

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FIBER OPTIC COMMBOX TYPE F2

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TRAFFIC SIGNAL JUNCTION BOX

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ENCASEMENT

AutoCAD SHX Text SHEET NO. DESCRIPTION DESCRIPTION DESCRIPTION 1. TITLE SHEET TITLE SHEET 2. LEGEND & INDEX TO SHEETS LEGEND & INDEX TO SHEETS 3. TRAFFIC SIGNAL NOTES TRAFFIC SIGNAL NOTES 4. SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES 5. TEMPORARY TRAFFIC SIGNAL REMOVAL TEMPORARY TRAFFIC SIGNAL REMOVAL PLAN SHEET 6. TRAFFIC SIGNAL PLAN SHEET TRAFFIC SIGNAL PLAN SHEET 7. TRAFFIC SIGNAL PLAN SHEET TRAFFIC SIGNAL PLAN SHEET 8. TEMPORARY TRAFFIC CONTROL PLANTEMPORARY TRAFFIC CONTROL PLAN

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CONDUIT

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PTZ

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PTZ

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VDC

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SCH

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PEDESTAL MOUNTED ILLUMINATED SCHOOL ZONE SIGN

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PUSH BUTTON ASSEMBLY

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METAL POLE

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CONCRETE POLE

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METAL MASTARM POLE

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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SHEET

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SHEET TITLE

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FINAL

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DATE: NOVEMBER 15, 2025

TRAFFIC SIGNAL NOTES

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TRAFFIC SIGNAL NOTES

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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SHEET

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FINAL

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DATE: NOVEMBER 15, 2025

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DATE: NOVEMBER 15, 2025

GENERAL TRAFFIC SIGNAL PLAN NOTES 1. ALL TRAFFIC SIGNAL EQUIPMENT INSTALLED AS A PART OF THIS ALL TRAFFIC SIGNAL EQUIPMENT INSTALLED AS A PART OF THIS PROJECT SHALL COMPLY WITH THE MUTCD AND THE ALDOT STANDARD AND SPECIAL DRAWINGS (LATEST EDITIONS) UNLESS OTHERWISE NOTED IN THIS PLAN SET. FOR INSTANCES WHERE THE PLAN CONFLICT WITH EITHER OF THESE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR RESOLUTION. 2. WHEN THE CONTROLLER IS IN THE FLASHING MODE, THE VEHICULAR WHEN THE CONTROLLER IS IN THE FLASHING MODE, THE VEHICULAR SIGNAL HEADS SHALL FLASH YELLOW ON HIGHWAY 180, RED ON ALL CROSS STREETS, AND RED ON PROTECTED LEFT TURNS. 3. ALL EXISTING TRAFFIC CONTROL EQUIPMENT WHICH IS THE PROPERTY OF ALL EXISTING TRAFFIC CONTROL EQUIPMENT WHICH IS THE PROPERTY OF THE STATE INCLUDING SIGNAL HEADS, CONTROLLERS, POLES, AND MISCELLANEOUS HARDWARE SHALL BE REMOVED UPON COMPLETION OF THE NEW TRAFFIC CONTROL UNIT (TEMPORARY OR PERMANENT) AND DELIVERED TO THE ALABAMA DEPARTMENT OF TRANSPORTATION AS DIRECTED BY THE ENGINEER. 4. ALL EXISTING TRAFFIC CONTROL EQUIPMENT WHICH IS THE PROPERTY OF ALL EXISTING TRAFFIC CONTROL EQUIPMENT WHICH IS THE PROPERTY OF ORANGE BEACH INCLUDING SIGNAL HEADS, CONTROLLERS, POLES, AND MISCELLANEOUS HARDWARE SHALL BE REMOVED UPON COMPLETION OF THE NEW TRAFFIC CONTROL UNIT (TEMPORARY OR PERMANENT) AND DELIVERED TO A LOCATION AS DIRECTED BY THE ENGINEER. 5. THE LOCATION OF THE POWER SOURCE AS SHOWN IN THE PLANS IS THE LOCATION OF THE POWER SOURCE AS SHOWN IN THE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL MEET WITH THE POWER SERVICE PROVIDER AND DETERMINE THE EXACT LOCATION OF THE POWER SOURCE AND THE SHORTEST ROUTE TO SERVE THE TRAFFIC SIGNAL CONTROLLER CABINET AND LUMINAIRES (IF APPLICABLE). 6. FROM THE DATE TIME CHARGE BEGINS THE CONTRACTOR SHALL ASSUME FROM THE DATE TIME CHARGE BEGINS THE CONTRACTOR SHALL ASSUME TOTAL RESPONSIBILITY FOR ALL EXISTING, TEMPORARY, AND NEW TRAFFIC CONTROL UNIT(S) ON THE PROJECT. THE CONTRACTOR SHALL CONTINUE THE OPERATION AND MAINTENANCE OF THE EXISTING TRAFFIC CONTROL UNIT(S) UNTIL THE ENTIRE NEW PERMANENT TRAFFIC CONTROL UNIT(S) IS(ARE) OPERATIONAL AND ACCEPTED BY THE MAINTAINING AGENCY. 7. THE CONTRACTOR, WITHOUT EXTRA COMPENSATION, SHALL BE THE CONTRACTOR, WITHOUT EXTRA COMPENSATION, SHALL BE RESPONSIBLE TO ENSURE THE CONTINUAL OPERATION AND MAINTENANCE OF THE EXISTING AND TEMPORARY TRAFFIC CONTROL UNIT(S) DURING THE PERIOD OF CONSTRUCTION. MAINTAINING CONTINUAL OPERATION SHALL INCLUDE THE RELOCATION OF VEHICULAR SIGNAL HEADS DURING CONSTRUCTION AND THE MATERIALS AND LABOR NECESSARY TO ENSURE THE CONTINUAL OPERATION OF THE TRAFFIC CONTROL UNIT(S) EQUIPMENT AT ALL TIMES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES TO LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE UTILITY COMPANY AND THE ENGINEER. THE CONTRACTOR SHALL BEAR ALL COST TO REPAIR ANY AND ALL DAMAGES TO THE UTILITIES CAUSED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL HAVE THE APPROVAL OF THE ENGINEER PRIOR TO THE CONTRACTOR SHALL HAVE THE APPROVAL OF THE ENGINEER PRIOR TO THE REMOVAL OF ANY EXISTING TRAFFIC CONTROL UNIT. THE CONTRACTOR SHALL NOT REMOVE AN EXISTING TRAFFIC CONTROL UNIT UNTIL THE REQUIRED TRAFFIC CONTROL UNIT IS INSTALLED AND COMPLETELY OPERATIONAL. TRAFFIC SIGNAL STRUCTURAL EQUIPMENT 10. PRIOR TO ANY EXCAVATION EFFORTS, ALL TRAFFIC SIGNAL POLE PRIOR TO ANY EXCAVATION EFFORTS, ALL TRAFFIC SIGNAL POLE LOCATIONS MUST FIRST BE REVIEWED AND APPROVED BY THE MAINTAINING AGENCY AND/OR ALDOT AREA TRAFFIC ENGINEER (AS APPLICABLE). POLE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED IN THE FIELD AS NEEDED BASED UPON ALDOT GUIDANCE. 11. EACH REQUIRED TRAFFIC SIGNAL STRAIN POLE AND MAST ARM POLE MAY EACH REQUIRED TRAFFIC SIGNAL STRAIN POLE AND MAST ARM POLE MAY VARY IN LENGTH AND SIZE. THE CONTRACTOR SHALL ASCERTAIN THAT THE POLE HEIGHTS ARE SUFFICIENT TO PROVIDE THE REQUIRED VEHICULAR TRAFFIC SIGNAL CLEARANCE. EXTENSIONS FOR MOUNTING SIGNALS SHALL BE PROVIDED WHEN NECESSARY. 12. EACH MAST ARM MAY VARY IN LENGTH. THE CONTRACTOR SHALL EACH MAST ARM MAY VARY IN LENGTH. THE CONTRACTOR SHALL ASCERTAIN THAT ALL ARM LENGTHS ARE SUFFICIENT SO THAT EACH VEHICULAR SIGNAL HEAD POSITION CONFORMS TO THE MUTCD. 13. THE TRAFFIC SIGNAL POLE LOCATION(S) AS SHOWN IN THE PLANS THE TRAFFIC SIGNAL POLE LOCATION(S) AS SHOWN IN THE PLANS IS(ARE) APPROXIMATE. THE CONTRACTOR SHALL COORDINATE THE POLE LOCATION(S) WITH THE ENGINEER. THE CONTRACTOR SHALL ASCERTAIN THAT THE FINAL POLE LOCATION(S) PROVIDE FOR THE VEHICULAR TRAFFIC SIGNAL HEADS TO MEET THE DISTANCE REQUIREMENTS TO THE STOP LINE AS REQUIRED BY THE MUTCD. WHEN PEDESTRIAN SIGNAL HEADS AND/OR PEDESTRIAN CROSSWALKS ARE INVOLVED THE SAME SAID POLE LOCATION(S) SHALL ALSO CONFORM TO THE RELATIVE SECTIONS OF THE MUTCD. 14. WHEN EXISTING SPAN WIRE THAT IS TO BE RETAINED HAS SAGGED, THE WHEN EXISTING SPAN WIRE THAT IS TO BE RETAINED HAS SAGGED, THE CONTRACTOR SHALL ADJUST THE SPAN WIRE SO THAT SIGNAL HEADS COMPLY WITH THE CLEARANCE SHOWN ON THE STANDARD DETAIL DRAWING. TRAFFIC SIGNAL HEADS 15. THE CONTRACTOR SHALL LOCATE EACH REQUIRED AND RELOCATED THE CONTRACTOR SHALL LOCATE EACH REQUIRED AND RELOCATED VEHICULAR TRAFFIC SIGNAL HEAD ON THE SPAN WIRE OR MAST ARM SO THAT EACH HEAD IS LOCATED IN THE APPROACH LANE FOR WHICH IT APPLIES. LOCATION OF SIGNAL HEADS SHALL CONFORM TO THE MUTCD. 16. ON SPAN WIRE INSTALLATIONS, BALANCE ADJUSTERS SHALL BE ON SPAN WIRE INSTALLATIONS, BALANCE ADJUSTERS SHALL BE INSTALLED ON TRAFFIC SIGNAL HEADS FOR PROPER AIM. THE CONTRACTOR SHALL ALIGN THE SIGNAL HEADS IN ACCORDANCE WITH THE MUTCD AND TO THE SATISFACTION OF THE ENGINEER. 17. A 12 INCH DRIP COIL WITH 3 LOOPS SHALL BE PROVIDED TO THE A 12 INCH DRIP COIL WITH 3 LOOPS SHALL BE PROVIDED TO THE RIGHTS OF EACH VEHICULAR TRAFFIC SIGNAL HEAD. A DRIP LOOP SHALL BE FORMED SO THAT WATER CANNOT ENTER THE ENTRANCE CLAMP. THE WIRE SHALL ENTER THE CLAMP FROM THE BOTTOM OF THE DRIP LOOP. 18. THE CONTRACTOR SHALL INSTALL BACKPLATES WITH A 1 INCH TO 3 THE CONTRACTOR SHALL INSTALL BACKPLATES WITH A 1 INCH TO 3 INCH FLUORESCENT YELLOW REFLECTIVE BORDER ON ALL SIGNAL HEADS (EXISTING AND REQUIRED). UNDERGROUND 19. WHEN PVC CONDUIT IS USED FROM THE CONTROLLER TO THE STEEL WHEN PVC CONDUIT IS USED FROM THE CONTROLLER TO THE STEEL STRAIN POLE OR MAST ARM POLE, THE CONTRACTOR SHALL BOND THE CONTROLLER TO THE POLE WITH A #6-1C BONDING CABLE. 20. MARKING TAPE SHALL BE BURIED OVER CONDUIT. THE TAPE SHALL BE MARKING TAPE SHALL BE BURIED OVER CONDUIT. THE TAPE SHALL BE 4 INCH POLYETHYLENE, RED IN COLOR WITH BLACK LETTERING. 21. THE CONTRACTOR IS REQUIRED TO FINAL GRADE AND RE-ESTABLISH THE CONTRACTOR IS REQUIRED TO FINAL GRADE AND RE-ESTABLISH GRASS GROWTH AT ALL LOCATIONS OF GROUND DISTURBANCE. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE SOD OR OTHER EROSION CONTROL TREATMENT AT THE DISCRETION OF ALDOT/CITY OF ORANGE BEACH. VEHICLE DETECTION 22. WHEN EXISTING LOOP WIRE AND VEHICLE LOOP DETECTORS ARE TO BE WHEN EXISTING LOOP WIRE AND VEHICLE LOOP DETECTORS ARE TO BE RETAINED AND REUSED, OR RELOCATED IN A NEW CONTROLLER CABINET, THE CONTRACTOR SHALL ASCERTAIN THE MANUFACTURER AND MODEL NUMBER OF EACH EXISTING DETECTOR AMPLIFIER AND PROVIDE A NEW WIRING HARNESS COMPLETELY WIRED IN THE CONTROLLER CABINET FOR EACH EXISTING DETECTOR AMPLIFIER. 23. ANY EXISTING VEHICLE DETECTION SYSTEM TO BE RETAINED SHALL BE ANY EXISTING VEHICLE DETECTION SYSTEM TO BE RETAINED SHALL BE LEFT IN WORKING ORDER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE EXISTING VEHICLE DETECTION IS IN PROPER WORKING ORDER PRIOR TO FINAL INSPECTION. 24. FOR VIDEO AND RADAR DETECTION SYSTEMS IT IS THE CONTRACTOR'S FOR VIDEO AND RADAR DETECTION SYSTEMS IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL THE VEHICLE DETECTION SENSORS ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. IF AN EXTENSION ARM IS REQUIRED TO COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS THE CONTRACTOR SHALL INSTALL AT NO ADDITIONAL COST TO THE PROJECT. INSPECTIONS/FINAL ACCEPTANCE 25. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL CONTACT AND MEET CHRIS PAPPAS WITH THE CITY OF ORANGE BEACH AND THE ALDOT AREA TRAFFIC ENGINEER. THE PURPOSE OF THIS MEETING IS TO DISCUSS THE REQUIREMENTS OF THE PROJECT AND SET INSPECTION SCHEDULES. 26. THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT PLANS TO THE THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT PLANS TO THE CITY OF ORANGE BEACH AND/OR THE ALDOT AREA TRAFFIC ENGINEER (IF APPLICABLE). 27. FINAL PAYMENT FOR THE TRAFFIC SIGNAL SHALL NOT BE RENDERED FINAL PAYMENT FOR THE TRAFFIC SIGNAL SHALL NOT BE RENDERED UNTIL THE CITY OF ORANGE BEACH AND/OR ALDOT INSPECTIONS HAVE BEEN PASSED WITH ALL COMMENTS ADDRESSED SATISFACTORILY. TRAFFIC SIGNAL PLAN NOTES SPECIFIC TO THIS PROJECT 28. THE VEHICLE DETECTION SYSTEM USED ON THIS PROJECT SHALL BE THE VEHICLE DETECTION SYSTEM USED ON THIS PROJECT SHALL BE PROVIDED IN THE TEMPORARY SIGNAL BY ALDOT. THE CONTRACTOR WILL RELOCATE THE DETECTION SYSTEM FROM THE TEMPORARY SIGNAL TO THE FINAL INSTALLATION. 29. THE TRAFFIC SIGNAL HEADS USED AS A PART OF THIS PROJECT SHALL THE TRAFFIC SIGNAL HEADS USED AS A PART OF THIS PROJECT SHALL HAVE BLACK SIGNAL HOUSINGS. 30. THE TRAFFIC SIGNAL HEADS SHALL HAVE BACKPLATES INSTALLED WITH THE TRAFFIC SIGNAL HEADS SHALL HAVE BACKPLATES INSTALLED WITH THE REFLECTIVE BORDER. 31. THE TRAFFIC SIGNAL STRUCTURAL EQUIPMENT USED ON THIS PROJECT THE TRAFFIC SIGNAL STRUCTURAL EQUIPMENT USED ON THIS PROJECT SHALL BE MAST ARM (STRAIGHT TYPE). 32. THE TRAFFIC SIGNAL(S) ARE INCLUDED IN A COORDINATED TRAFFIC THE TRAFFIC SIGNAL(S) ARE INCLUDED IN A COORDINATED TRAFFIC SIGNAL SYSTEM. COORDINATION TIMINGS TO BE PROVIDED AND SYSTEM. COORDINATION TIMINGS TO BE PROVIDED AND INSTALLED BY ALDOT RTOP. 33. THE TRAFFIC SIGNAL CABINET SHALL BE COMPATABLE WITH ALDOT THE TRAFFIC SIGNAL CABINET SHALL BE COMPATABLE WITH ALDOT STANDARDS FOR ITS AND SHALL NOT INCLUDE A CONTROLLER. THE CONTROLLER SHALL BE INSTALLED IN THE FINAL INTERSECTION LAYOUT FROM THE TEMPORARY TRAFFIC SIGNAL.

SUMMARY OF QUANTITIES

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SUMMARY OF QUANTITIES

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NOT TO SCALE

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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SHEET

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SHEET TITLE

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FINAL

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DATE: NOVEMBER 15, 2025

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DATE: NOVEMBER 15, 2025

ITEM DESCRIPTION QTY UNIT QTY UNIT UNIT TEMPORARY TRAFFIC SIGNAL REMOVAL TEMPORARY TRAFFIC SIGNAL REMOVAL 1 LUMP SUM 1 LUMP SUM LUMP SUM (INCLUDES: REMOVAL OF WOOD POLES, SPAN WIRE, POLE MOUNTED CABINET, SIGNAL HEADS, AND DEMO OLD CONCRETE FOUNDATIONS AS DIRECTED. ALSO INCLUDES REMOVAL AND DELIVERY OF STATE OWNED EQUIPMENT, AND DISPOSAL OF OTHER MATERIALS AS DIRECTED.) FINAL TRAFFIC SIGNAL LAYOUT BASE MOUNTED CONTROLLER CABINET (W/O CONTROLLER) 1 EACH 1 EACH EACH TRAFFIC SIGNAL POWER SERVICE (MODIFICATIONS TO EXISTING AS NECESSARY) 1 LUMP SUM 1 LUMP SUM LUMP SUM CONCRETE TRAFFIC SIGNAL POLE FOUNDATION 3 EACH 3 EACH EACH CONCRETE TRAFFIC SIGNAL POLE FOUNDATION REVIEW FEES 3 EACH 3 EACH EACH STEEL TRAFFIC SIGNAL POLE, 37 FT W/ 65FT MAST ARM & 12FT LUMIARE 1 EACH 1 EACH EACH STEEL TRAFFIC SIGNAL POLE, 28 FT W/40FT MAST ARM & 12FT LUMINAIRE 1 EACH 1 EACH EACH STEEL TRAFFIC SIGNAL POLE, 37 FT W/ 60FT MAST ARM & 55FT MAST ARM & 12FT LUMINAIRE 1 EACH 1 EACH EACH TRAFFIC SIGNAL PEDESTRIAN PEDESTAL POLE, 9FT W/TRANSFORMER BASE 3 EACH 3 EACH EACH TRAFFIC SIGNAL HEAD - THREE SECTION, BLACK HOUSING, ALL L.E.D. (R,Y,G) 8 EACH 8 EACH EACH TRAFFIC SIGNAL HEAD - FOUR SECTION, BLACK HOUSING, ALL L.E.D. (<R-,<Y-,<FY-,<G-) 3 EACH R-,<Y-,<FY-,<G-) 3 EACH Y-,<FY-,<G-) 3 EACH FY-,<G-) 3 EACH G-) 3 EACH 3 EACH EACH TRAFFIC SIGNAL HEAD BACKPLATE - 3 SECTION, W/FLUORESCENT BORDER 8 EACH 8 EACH EACH TRAFFIC SIGNAL HEAD BACKPLATE - 4 SECTION, W/FLUORESCENT BORDER 3 EACH 3 EACH EACH PEDESTRIAN TRAFFIC SIGNAL HEAD - COUNTDOWN TYPE, BLACK HOUSING 4 EACH 4 EACH EACH PEDESTRIAN PUSHBUTTON - ADA COMPLIANT W/REQUIRED PEDESTRIAN SIGN 4 EACH 4 EACH EACH VIDEO DETECTION SYSTEM 1 LUMP SUM 1 LUMP SUM LUMP SUM (INCLUDES INSTALLATION OF EXISTING CAMERA AT FINAL SIGNAL, SUPPLY & INSTALL ADVANCE DETECTION CAMERAS, AND SUPPLY ALL REQUIRED WIRING AND HARDWARE) 2IN CONDUIT, PVC 775 LINEAR FEET 775 LINEAR FEET LINEAR FEET 1IN CONDUIT, PVC 100 LINEAR FEET 100 LINEAR FEET LINEAR FEET 6IN CONDUIT, HDPE, DIRECTIONAL BORE INSTALLATION 70 LINEAR FEET 70 LINEAR FEET LINEAR FEET 8IN CONDUIT, HDPE, DIRECTIONAL BORE INSTALLATION 140 LINEAR FEET 140 LINEAR FEET LINEAR FEET 5" DOTTED TRAFFIC STRIPE, THERMOPLASTIC, YELLOW 235 LINEAR FEET 235 LINEAR FEET LINEAR FEET CROSSWALK MARKINGS, THERMOPLASTIC, WHITE 176 SQUARE FEET 176 SQUARE FEET SQUARE FEET R10-12A SIGN, MAST ARM MOUNTED W/HARDWARE 3 EACH 3 EACH EACH D-3 SIGN, MAST ARM MOUNTED W/HARDWARE, "Wharf Pkwy E" 2 EACH 2 EACH EACH CONCRETE SIDEWALK, 4IN SLAB, 5FT WIDE 35 LINEAR FEET 35 LINEAR FEET LINEAR FEET CONCRETE SIDEWALK RAMP, ADA COMPLIANT, W/TRUNCATED DOMES 1 EACH 1 EACH EACH

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RED CAPPED IRON PIN SET N:105647.48 E:1930293.95 ELEV=11.16

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SIGN "STOP SIGN"

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SIGN "MM26"

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SAWGRASS

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SAWGRASS

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TEMPORARY TRAFFIC SIGNAL REMOVAL PLAN

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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FINAL

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DATE: NOVEMBER 15, 2025

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DATE: NOVEMBER 15, 2025

AutoCAD SHX Text TEMPORARY TRAFFIC SIGNAL PLAN 1. THE INSTALLER IS NOT REQUIRED TO CONSTRUCT THIS THE INSTALLER IS NOT REQUIRED TO CONSTRUCT THIS TEMPORARY TRAFFIC SIGNAL LAYOUT. THE ALABAMA DEPARTMENT OF TRANSPORTATION WILL CONSTRUCT THE TEMPORARY TRAFFIC SIGNAL. 2. THE INSTALLER WILL BE REQUIRED TO REMOVE THE THE INSTALLER WILL BE REQUIRED TO REMOVE THE TEMPORARY TRAFFIC SIGNAL UPON THE COMPLETION OF CONSTRUCTION OF THE FINAL TRAFFIC SIGNAL. 3. THE INSTALLER SHALL ENSURE THE CONTINUOUS THE INSTALLER SHALL ENSURE THE CONTINUOUS OPERATION OF THE TRAFFIC SIGNAL DURING ALL TIMES OF CONSTRUCTION. 4. THE INSTALLER SHALL RETURN THE TEMPORARY THE INSTALLER SHALL RETURN THE TEMPORARY TRAFFIC SIGNAL POLES ,POLE MOUNTED CONTROLLER, AND TRAFFIC SIGNAL HEADS TO ALDOT UPON REMOVAL. 5. THE INSTALLER SHALL DISPOSE OF ANY OTHER EXCESS THE INSTALLER SHALL DISPOSE OF ANY OTHER EXCESS MATERIALS NOT USED IN THE FINAL SIGNAL LAYOUT. 6. THE INSTALLER SHALL RE-USE THE TEMPORARY THE INSTALLER SHALL RE-USE THE TEMPORARY TRAFFIC SIGNAL DETECTION EQUIPMENT IN THE FINAL TRAFFIC SIGNAL LAYOUT. 7. THE CONTRACTOR SHALL COORDINATE WITH ALDOT ONCE THE CONTRACTOR SHALL COORDINATE WITH ALDOT ONCE THE TEMPORARY DETECTION IS REMOVED FROM THE TEMPORARY SIGNAL TO ENSURE TRAFFIC SIGNAL TIMINGS ARE ADJUSTED ON THE TEMPORARY SIGNAL FOR THE INTERIM PERIOD BETWEEN TEMPORARY SIGNAL AND THE FINAL SIGNAL IS OPERATIONAL. 8. THE INSTALLER IS TO REMOVE THE NOTED PULL BOX THE INSTALLER IS TO REMOVE THE NOTED PULL BOX AND DEMOLISH THE EXISTING SIGNAL POLE FOUNDATIONS TO A POINT 2FT BELOW EXISTING GRADE. INSTALLER SHALL THEN BACKFILL AND SOD TO REESTABLISH EXISTING GRADE AND VEGETATION.

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REMOVE TEMPORARY SIGNAL POLE

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REMOVE TEMPORARY SIGNAL POLE

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REMOVE TEMPORARY SIGNAL POLE

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REMOVE TEMPORARY SIGNAL POLE

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REMOVE SIGNAL HEADS AND SPAN WIRE

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REMOVE SIGNAL HEADS AND SPAN WIRE

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REMOVE SIGNAL HEADS AND SPAN WIRE

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REMOVE SIGNAL HEADS AND SPAN WIRE

AutoCAD SHX Text REMOVE TEMPORARY POLE MOUNTED SIGNAL CABINET AND DISCONNECT CONNECTION TO POWER SERVICE. RETAIN THE EXISTING POWER SERVICE FOR THE FINAL TRAFFIC SIGNAL LAYOUT

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DEMO EXISTING FOUNDATION SEE NOTE #8 THIS SHEET

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DEMO FOUNDATION & REMOVE PULL BOX SEE NOTE THIS SHEET

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TEMPORARY TRAFFIC SIGNAL REMOVAL PLAN

NOT TO SCALE

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RED CAPPED IRON PIN SET N:105647.48 E:1930293.95 ELEV=11.16

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SIGN "STOP SIGN"

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SIGN "MEDIAN"

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GLM

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FOCM

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FOCM

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FOCM

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SIGN "MM26"

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SAWGRASS

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SAWGRASS

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PERMANENT TRAFFIC SIGNAL PLAN

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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SHEET

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FINAL

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DATE: NOVEMBER 15, 2025

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DATE: NOVEMBER 15, 2025

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LEFT TURN

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YIELD

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YELLOW

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ARROW

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ON FLASHING

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SIGN B

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%%UPHASING DIAGRAM

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TO CROSS

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PUSH BUTTON

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START CROSSING

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DON'T START

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IF STARTED

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FLASHING

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STEADY

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PEDESTRIAN SIGNS

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WATCH FOR VEHICLES

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DON'T CROSS

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TIME REMAINING

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TO FINISH CROSSING

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TIMER

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TO CROSS

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%%UREQUIRED SIGNAL HEADS

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%%UREQUIRED SIGNS

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OMIT

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VIDEO DETECTION ZONE CHART

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ZONE

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PHASE

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SIZE

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COMMENTS

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230' FROM STOP BAR

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230' FROM STOP BAR

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230' FROM STOP BAR

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230' FROM STOP BAR

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AutoCAD SHX Text 6'x6' ZONES = PULSE DETECTION 6'x50' ZONES = PRESENCE DETECTION

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6 ADVANCE DETECTION CAMERA

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ZONE 5 6'X50'

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ZONE 1 6'X50'

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ZONE 6A 6'X6'

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ZONE 6B 6'X6'

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ZONE 2B 6'X6'

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ZONE 2A 6'X6'

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ZONE 4 6'X50'

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ZONE 3 6'X30'

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ZONE 8A 6'X30'

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ZONE 8B 6'X30'

AutoCAD SHX Text DETECTION ZONE NOTES: 1. THE ALDOT SOUTHWEST REGION WILL BE THE ALDOT SOUTHWEST REGION WILL BE RESPONSIBLE FOR THE FINAL PROGRAMMING OF THE DETECTION ZONES AT THIS SIGNAL. 2. THE INSTALLER SHALL BRING ALL DETECTION THE INSTALLER SHALL BRING ALL DETECTION CABLE AND TERMINATE IN THE CABINET AS REQUIRED TO PROVIDE AND INSTALL A FUNCTIONING DETECTION SYSTEM. THE ALDOT SOUTHWEST REGION SIGNAL SYSTEMS ENGINEER WILL THEN PROVIDE THE FINAL PROGRAMMING AS REQUIRED. 3. DETECTION ZONES ARE SHOWN FOR DETECTION ZONES ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. THE INSTALLER SHALL INSTALL CAMERAS IN LOCATIONS AS REQUIRED TO PROVIDE COVERAGE FOR THE SPECIFIED ZONES TO MEET MANUFACTURER'S REQUIREMENTS FOR VIDEO DETECTION.

AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION TRAFFIC HANDLING. 2. TRAFFIC SIGNAL OPERATING PLAN NO.31 SHALL TRAFFIC SIGNAL OPERATING PLAN NO.31 SHALL BE USED FOR THIS LAYOUT. OMIT PHASE 7. 3. BASE MAPPING FOR THIS DESIGN IS BASED UPON BASE MAPPING FOR THIS DESIGN IS BASED UPON AERIAL MAPPING PROVIDED BY TE CITY OF ORANGE BEACH AND SURVEY DATA PROVIDED BY THOMPSON ENGINEERING. 4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION.

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DIRECTIONAL BORE 2- 2"PVC 1- 6" HDPE CASING

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DIRECTIONAL BORE 3- 2"PVC 1- 8" HDPE CASING

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DIRECTIONAL BORE 3-2" PVC 1-8" HDPE CASING

AutoCAD SHX Text LOCAL CONTROLLER TIMINGS WILL BE PROVIDED AND INSTALLED BY THE ALDOT SOUTHWEST REGION SIGNAL SYSTEMS ENGINEER

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UTILIZE EXISTING POWER SERVICE FOR FINAL TRAFFIC SIGNAL LAYOUT

AutoCAD SHX Text POLE HEIGHT MAST ARM LOCATION COMMENTS HEIGHT MAST ARM LOCATION COMMENTS MAST ARM LOCATION COMMENTS LOCATION COMMENTS COMMENTS 1 37FT 65FT W/12FT LUMINAIRE ARM N193 0238.787, E105 646.633 37FT 65FT W/12FT LUMINAIRE ARM N193 0238.787, E105 646.633 65FT W/12FT LUMINAIRE ARM N193 0238.787, E105 646.633 N193 0238.787, E105 646.633 2 28FT 40FT W/12FT LUMINAIRE ARM N193 0336.357, E105 651.541 28FT 40FT W/12FT LUMINAIRE ARM N193 0336.357, E105 651.541 40FT W/12FT LUMINAIRE ARM N193 0336.357, E105 651.541 N193 0336.357, E105 651.541 3 37FT 60FT/55FT W/12FT LUMINAIRE ARM N193 0311.835, E105 533.288 37FT 60FT/55FT W/12FT LUMINAIRE ARM N193 0311.835, E105 533.288 60FT/55FT W/12FT LUMINAIRE ARM N193 0311.835, E105 533.288 N193 0311.835, E105 533.288 4 10FT N/A N193 0248.788, E105 683.585 PEDESTAL 10FT N/A N193 0248.788, E105 683.585 PEDESTAL N/A N193 0248.788, E105 683.585 PEDESTAL N193 0248.788, E105 683.585 PEDESTAL PEDESTAL 5 10FT N/A N193 0248.788, E105 684.598 PEDESTAL 10FT N/A N193 0248.788, E105 684.598 PEDESTAL N/A N193 0248.788, E105 684.598 PEDESTAL N193 0248.788, E105 684.598 PEDESTAL PEDESTAL 6 10FT N/A N193 0332.852, E105 548.668 PEDESTAL 10FT N/A N193 0332.852, E105 548.668 PEDESTALN/A N193 0332.852, E105 548.668 PEDESTALN193 0332.852, E105 548.668 PEDESTAL PEDESTAL

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SUPPORTING STRUCTURES

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INSTALL SIDEWALK AND RAMP SEE SHEET 7 THIS PLAN SET

AutoCAD SHX Text Wharf Pkwy E

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SIGN A

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INTERSECTION CONDUIT & CONDUCTOR SCHEDULE PROVIDED ON SHEET 7 THIS PLAN SET

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CANAL ROAD (AL-180) (POSTED SPEED LIMIT 40 MPH)

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CANAL ROAD (AL-180) (POSTED SPEED LIMIT 40 MPH)

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WHARF PARKWAY E

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MONEY BAYOU DR

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GRAPHIC SCALE IN FEET

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PERMANENT TRAFFIC SIGNAL PLAN

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RED CAPPED IRON PIN SET N:105647.48 E:1930293.95 ELEV=11.16

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SIGN "STOP SIGN"

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SIGN "MEDIAN"

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GLM

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FOCM

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FOCM

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FOCM

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SIGN "MM26"

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SAWGRASS

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AutoCAD SHX Text CONDUIT & CONDUCTOR SCHEDULE CONDUIT CONDUCTOR FROM TO CONDUCTOR FROM TO FROM TO TO 1-1"PVC 2C#6 W/GND POWER SERVICE CONTROLLER 2C#6 W/GND POWER SERVICE CONTROLLER POWER SERVICE CONTROLLER CONTROLLER -- 1-7C#14 SIGNAL HEADS 4 POLE 2 1-7C#14 SIGNAL HEADS 4 POLE 2 SIGNAL HEADS 4 POLE 2 SIGNAL HEADS 4 POLE 2 POLE 2 1-5C#14 PED HEAD 10/PB PED HEAD 10/PB 1-2C#8 W/GND LIGHTENING ARRESTOR LIGHTENING ARRESTOR 1-2"PVC 1-7C#14 POLE 2 JUNCTION BOX F 1-7C#14 POLE 2 JUNCTION BOX F POLE 2 JUNCTION BOX F JUNCTION BOX F 1-5C#14 1-2C#8 W/GND -- 1-5C#14 PED HEAD 9/PB POLE 5 1-5C#14 PED HEAD 9/PB POLE 5 PED HEAD 9/PB POLE 5 POLE 5 1-2"PVC 1-5C#14 POLE 5 JUNCTION BOX F 1-5C#14 POLE 5 JUNCTION BOX F POLE 5 JUNCTION BOX F JUNCTION BOX F 1-2"PVC 1-7C#14 JUNCTION BOX F JUNCTION BOX E 1-7C#14 JUNCTION BOX F JUNCTION BOX E JUNCTION BOX F JUNCTION BOX E JUNCTION BOX E 1-2"PVC (SPARE) 2-5C#14 2-5C#14 1-6"HDPE 1-2C#8 W/GND 1-2C#8 W/GND -- 1-5C#14 PED HEAD 9/PB POLE 4 1-5C#14 PED HEAD 9/PB POLE 4 PED HEAD 9/PB POLE 4 POLE 4 1-2"PVC 1-5C#14 POLE 4 JUNCTION BOX E 1-5C#14 POLE 4 JUNCTION BOX E POLE 4 JUNCTION BOX E JUNCTION BOX E 1-2"PVC 1-7C#14 JUNCTION BOX E JUNCTION BOX A 1-7C#14 JUNCTION BOX E JUNCTION BOX A JUNCTION BOX E JUNCTION BOX A JUNCTION BOX A 2-5C#14 1-2C#8 W/GND 3-2" PVC 7-7C#14 JUNCTION BOX A CONTROLLER 7-7C#14 JUNCTION BOX A CONTROLLER JUNCTION BOX A CONTROLLER CONTROLLER 3-5C#14 3-VIDEO CABLE -- 2-7C#14 SIGNAL HEADS 5&2 POLE 1 2-7C#14 SIGNAL HEADS 5&2 POLE 1 SIGNAL HEADS 5&2 POLE 1 POLE 1 2-VIDEO CABLE VIDEO DETECTION VIDEO DETECTION 1-2C#8 W/GND LIGHTENING ARRESTOR LIGHTENING ARRESTOR 1-2"PVC 2-7C#14 POLE 1 JUNCTION BOX A 2-7C#14 POLE 1 JUNCTION BOX A POLE 1 JUNCTION BOX A JUNCTION BOX A 2-VIDEO CABLE 1-2C#8 W/GND -- 1-5C#14 PED HEAD 10/PB POLE 6 1-5C#14 PED HEAD 10/PB POLE 6 PED HEAD 10/PB POLE 6 POLE 6 1-2"PVC 1-5C#14 POLE 6 JUNCTION BOX D 1-5C#14 POLE 6 JUNCTION BOX D POLE 6 JUNCTION BOX D JUNCTION BOX D -- 2-7C#14 SIGNAL HEADS 1&6 POLE 3 2-7C#14 SIGNAL HEADS 1&6 POLE 3 SIGNAL HEADS 1&6 POLE 3 POLE 3 2-7C#14 SIGNAL HEADS 3&8 SIGNAL HEADS 3&8 1-2C#8 W/GND LIGHTENING ARRESTOR LIGHTENING ARRESTOR 1-VIDEO CABLE VIDEO DETECTION VIDEO DETECTION 2-2"PVC 4-7C#14 POLE 3 JUNCTION BOX D 4-7C#14 POLE 3 JUNCTION BOX D POLE 3 JUNCTION BOX D JUNCTION BOX D 1-2C#8 W/GND 1-VIDEO CABLE 2-2"PVC 4-7C#14 JUNCTION BOX D JUNCTION BOX C 4-7C#14 JUNCTION BOX D JUNCTION BOX C JUNCTION BOX D JUNCTION BOX C JUNCTION BOX C 1-2" PVC (SPARE) 1-5C#14 1-5C#14 1-8"HDPE 1-VIDEO CABLE 1-VIDEO CABLE 1-2C#8 W/GND 2-2"PVC 4-7C#14 JUNCTION BOX C JUNCTION BOX B 4-7C#14 JUNCTION BOX C JUNCTION BOX B JUNCTION BOX C JUNCTION BOX B JUNCTION BOX B 1-5C#14 1-VIDEO CABLE 1-2C#8 W/GND 2-2"PVC 4-7C#14 JUNCTION BOX B JUNCTION BOX A 4-7C#14 JUNCTION BOX B JUNCTION BOX A JUNCTION BOX B JUNCTION BOX A JUNCTION BOX A 1-2" PVC (SPARE) 1-5C#14 1-5C#14 1-8"HDPE 1-VIDEO CABLE 1-VIDEO CABLE 1-2C#8 W/GND

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PERMANENT TRAFFIC SIGNAL PLAN

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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SHEET

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SHEET TITLE

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FINAL

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DATE: NOVEMBER 15, 2025

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DATE: NOVEMBER 15, 2025

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INSTALL 5' WIDE CONCRETE SIDEWALK. 4" SLAB THICKNESS

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INSTALL ADA RAMP W/TRUNCATED DOMES

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SIDEWALK & STRIPING PLAN

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INSTALL THERMOPLASTIC CROSSWALK MARKINGS

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INSTALL 5" DOTTED TRAFFIC STRIPE, YELLOW, THERMOPLASTIC

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INSTALL 5" DOTTED TRAFFIC STRIPE, YELLOW, THERMOPLASTIC

AutoCAD SHX Text THESE PLANS ARE DESIGN TO CONFORM TO ALDOT STANDARD & SPECIAL DRAWINGS 2025 EDITION. THE FOLLOWING DETAILS ARE APPLICABLE: T.S.D.-730-2A T.S.D.-730-14 T.S.D.-730-14 T.S.D.-730-2B T.S.D.-730-18 T.S.D.-730-18 T.S.D.-730-4 TSOP NO. 31 TSOP NO. 31 T.S.D.-730-9 TCM-703 (SHEET 2 OF 2) TCM-703 (SHEET 2 OF 2) T.S.D.-T30-9A CW-703 CW-703 T.S.D.-730-10 SW-618 (SHEET 1 OF 4) SW-618 (SHEET 1 OF 4) T.S.D.-730-12 SW-618 (SHEET 2 OF 4) SW-618 (SHEET 2 OF 4) T.S.D.-730-13

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PERMANENT TRAFFIC SIGNAL PLAN

NOT TO SCALE

TEMPORARY TRAFFIC CONTROL PLAN

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PLAN SUBMITTAL

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DESIGNER: YUKUN SONG

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SUPERVISOR: CODY LONG, P.E.

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DATE: NOVEMBER 15, 2025

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RESPONSIBLE PE: CODY LONG, P.E.

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SHEET

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FINAL

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DATE: NOVEMBER 15, 2025

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DATE: NOVEMBER 15, 2025

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RIGHT LANE CLOSED 1000 FT

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RIGHT LANE CLOSED 1500 FT

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CENTER LANE CLOSED 1000 FT

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CENTER LANE CLOSED 1500 FT

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CENTER LANE CLOSED 500 FT

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LEFT LANE CLOSED 1500 FT

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LEFT LANE CLOSED 1000 FT

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AutoCAD SHX Text %%uLEGEND%%U

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CENTER LANE CLOSED 1000 FT

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CENTER LANE CLOSED 1500 FT

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CENTER LANE CLOSED 500 FT

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CENTER LANE CLOSED 500 FT

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CENTER LANE CLOSED 1000 FT

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CENTER LANE CLOSED 1500 FT

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360' BUFFER

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540' TAPER

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SHLD. TAPER

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TYPICAL SCHEME FOR OUTSIDE LANE CLOSURE

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540' TAPER

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180' SHLD. TAPER

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360' BUFFER

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360' BUFFER

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180' SHLD. TAPER

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AL HIGHWAY 180

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MONEY BAYOU DR

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AL HWY 180

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AL HIGHWAY 180

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TEMPORARY TRAFFIC CONTROL GENERAL NOTES

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TYPICAL SCHEME FOR INSIDE LANE CLOSURE

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ONE LANE ROAD AHEAD

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WORK AREA

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50' TAPER

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ONE LANE ROAD AHEAD

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180' TAPER

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360' BUFFER

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180' TAPER

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ROAD WORK AHEAD

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AutoCAD SHX Text 250'

AutoCAD SHX Text W20-7

AutoCAD SHX Text NOTE: THE W20-1 SIGN TO BE USED ON INTERSECTING THE W20-1 SIGN TO BE USED ON INTERSECTING THE W20-1 SIGN TO BE USED ON INTERSECTING W20-1 SIGN TO BE USED ON INTERSECTING W20-1 SIGN TO BE USED ON INTERSECTING SIGN TO BE USED ON INTERSECTING SIGN TO BE USED ON INTERSECTING TO BE USED ON INTERSECTING TO BE USED ON INTERSECTING BE USED ON INTERSECTING BE USED ON INTERSECTING USED ON INTERSECTING USED ON INTERSECTING ON INTERSECTING ON INTERSECTING INTERSECTING INTERSECTING ROADS SHALL BE 36"X36" IN SIZE. THE TEMPORARY SHALL BE 36"X36" IN SIZE. THE TEMPORARY SHALL BE 36"X36" IN SIZE. THE TEMPORARY BE 36"X36" IN SIZE. THE TEMPORARY BE 36"X36" IN SIZE. THE TEMPORARY 36"X36" IN SIZE. THE TEMPORARY 36"X36" IN SIZE. THE TEMPORARY IN SIZE. THE TEMPORARY IN SIZE. THE TEMPORARY SIZE. THE TEMPORARY SIZE. THE TEMPORARY THE TEMPORARY THE TEMPORARY TEMPORARY TEMPORARY MOUNTED W20-1 SIGN SHOWN ON THE SIDE ROAD, WILL NOT W20-1 SIGN SHOWN ON THE SIDE ROAD, WILL NOT W20-1 SIGN SHOWN ON THE SIDE ROAD, WILL NOT SIGN SHOWN ON THE SIDE ROAD, WILL NOT SIGN SHOWN ON THE SIDE ROAD, WILL NOT SHOWN ON THE SIDE ROAD, WILL NOT SHOWN ON THE SIDE ROAD, WILL NOT ON THE SIDE ROAD, WILL NOT ON THE SIDE ROAD, WILL NOT THE SIDE ROAD, WILL NOT THE SIDE ROAD, WILL NOT SIDE ROAD, WILL NOT SIDE ROAD, WILL NOT ROAD, WILL NOT ROAD, WILL NOT WILL NOT WILL NOT NOT NOT BE REQUIRED IF ONE IS ALREADY POST MOUNTED ON THE REQUIRED IF ONE IS ALREADY POST MOUNTED ON THE REQUIRED IF ONE IS ALREADY POST MOUNTED ON THE IF ONE IS ALREADY POST MOUNTED ON THE IF ONE IS ALREADY POST MOUNTED ON THE ONE IS ALREADY POST MOUNTED ON THE ONE IS ALREADY POST MOUNTED ON THE IS ALREADY POST MOUNTED ON THE IS ALREADY POST MOUNTED ON THE ALREADY POST MOUNTED ON THE ALREADY POST MOUNTED ON THE POST MOUNTED ON THE POST MOUNTED ON THE MOUNTED ON THE MOUNTED ON THE ON THE ON THE THE THE SIDE STREET.

AutoCAD SHX Text W20-1

AutoCAD SHX Text

ROAD WORK 500 FT