TRAFFIC SIGNALIZATION IMPROVEMENTS FOR GLASS AVE. AND WARDS RD. AND ENTERPRISE DR. AND THISTLE TRAIL

INDEX OF SHEETS
SHEET NUMBER TITLE
1 COVER SHEET
GENERAL NOTES
2
SUMMARY OF QUANTITIES
3
4 SIGNAL IMPROVEMENTS GLASS AVE & WARDS RD
SIGNAL IMPROVEMENTS ENTERPRISE DR & THISTLE TRAIL
5
PEDESTRIAN ACTUATION
6
7 TRAFFIC CONTROL NOTES AND DETAILS
TRAFFIC SIGNALIZATION
IMPROVEMENT PLANS FOR
THE INTERSECTION OF
GLASS AVENUE & WARDS ROAD
ENTERPRISE DR & THISTLE TRAIL/DUNCRAIG DR
CITY OF LYNCHBURG, VIRGINIA
VICINITY MAP
VICINITY MAP
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PROJECT AREA
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THISTLE TRL
ENTERPRISE DR & THISTLE TRAIL NTS NTS
GLASS AVE & WARDS RD
SIGNAL REPLACEMENT IMPROVEMENT
PLANS FOR GLASS AVENUE AND WARDS ROAD
BEFORE YOU DIG CALL
811 & ENTERPRISE DR AND THISTLE/DUNCRAIG DR
LYNCHBURG, VIRGINIA
PROTECT YOURSELF, GIVE THREE
902 E Jefferson Street, Unit 101
WORKING DAYS NOTICE
Charlottesville,VA 22902 COVER
(434) 202 5082

GENERAL SIGNAL
40. EMERGENCY PREEMPTION DETECTORS AND VIDEO DETECTORS SHALL BE LOCATED AS SHOWN ON THE PLANS;
18. CONTRACTOR TO ADJUST ALL AFFECTED AT OR ABOVE GROUND APPURTENANCE TO MATCH FINAL PROPOSED
HOWEVER, MAY BE FIELD ADJUSTED AS NECESSARY TO PROVIDE OPTIMAL DETECTION CAPABILITIES. WIRING
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE FOLLOWING DOCUMENTS OR REVISIONS GRADE, INCLUDING MANHOLE COVERS, CLEANOUTS, JUNCTION BOXES, ETC.
SHALL BE ADJUSTED AS NECESSARY IF THE DETECTOR LOCATIONS ARE MODIFIED. THE CONTRACTOR SHALL
THEREOF;
CONTACT THE CITY WITH ANY QUESTIONS REGARDING OPTICOM.
A. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 19. ALL EQUIPMENT SHALL BE VDOT PREAPPROVED MATERIALS AND MEET CITY OF LYNCHBURG PRODUCTS LIST
AND/OR SPECIFICATIONS.
B. VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 41. ALL SIGNAL POLES, MAST ARMS, LUMINAIRE ARMS, SIGNAL MOUNTING BRACKETS, AND SIGN MOUNTING
C. VDOT ROAD AND BRIDGE STANDARDS BRACKETS SHALL HAVE A BLACK POWDER-COATED FINISH. ALL SIGNAL HEADS, INCLUDING THEIR VISORS
20. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE CITY.
SHALL BE BLACK. ALL STAINLESS STEEL BANDING USED TO ATTACH HARDWARE TO SIGNAL POLES AND MAST
D. VDOT ROAD AND BRIDGE SPECIFICATION AND SUPPLEMENT
ARMS SHALL BE BLACK. THE COST OF THE POWDER-COATED FINISH WILL BE CONSIDERED INCIDENTAL TO THE
E. VDOT WORK AREA PROTECTION MANUAL 21. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. FURNISH AND INSTALLING THE COATED ITEMS.
F. ALL SPECIAL PROVISIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS COPIED NOTES INCLUDED IN THIS
JUNCTION BOXES
CONTRACT. CONDUIT, CABLE AND ELECTRICAL
42. LOCATION OF JUNCTION BOXES ARE APPROXIMATE AND TO BE FIELD REVIEWED BY THE CONTRACTOR FOR
22. CONDUIT SHALL BE BONDED IN ACCORDANCE WITH SECTION 700 OF THE ROAD AND BRIDGE SPECIFICATIONS.
2. THE FOLLOWING ITEMS AND OPERATIONS SHALL CONFORM TO THE STANDARD LISTED BELOW: FINAL PLACEMENT. JUNCTION BOXES MAY BE RELOCATED (WITH APPROVAL BY THE ENGINEER) IN THE FIELD
EQUIPMENT GROUNDING CONDUCTORS (EGC) NOTED IN THE PLAN ARE REQUIRED TO PROVIDE A BONDED
A. PEDESTRIAN POLE, FOUNDATION AND PUSH BUTTONS, PF-2, PA-4, AND PA-2. ALL PUSHBUTTONS ARE TO BE ADA SYSTEM. AS NECESSARY PROVIDED THEY REMAIN WITHIN THE RIGHT OF WAY, DO NOT CONFLICT WITH UTILITIES, AND
COMPLIANT INTEGRATED APS PER VDOT STANDARDS (USE THE "I" SERIES (2 Conductor) POLARA APS OR EQUAL) REMAIN OUTSIDE THE PAVEMENT SECTIONS. ANY JUNCTION BOX RELOCATED WITHIN THE SIDEWALK SHALL BE
FLUSH WITH THE SIDEWALK, TRIP RESISTANT, AND HAVE A NON-SLIP COVER.
B. PEDESTRIAN SIGNAL HEAD HANGERS - SMB-2
23. CONDUITS TO BE ABANDONED SHALL BE CAPPED AND ALL CABLES REMOVED.
C. JUNCTION BOXES - JB-S2, JB-S3
POLE FOUNDATIONS
D. ALL UNDERGROUND CONDUIT - VDOT STANDARD ECI-1 OR BORED.
24. ALL UNUSED WIRE IN SIGNAL HEADS SHALL BE CAPPED INDIVIDUALLY USING CRIMP TYPE CAPS. ALL CONDUIT
43. SIGNAL POLE FOUNDATIONS MAY BE FIELD ADJUSTED WITHIN THE DESIGNATED CORNERS NO MORE THAN 2'
E. MAST ARM POLES - MP-3
STUBBED FROM JUNCTION BOXES AND FOUNDATIONS MUST EXTEND A MINIMUM OF SIX INCHES BEYOND THE
ANY DIRECTION FROM THE PLAN LOCATIONS, PROVIDED THE REVISED FOUNDATION LOCATIONS:
F. SIGNAL POLE FOUNDATION - PF-8 BOX OR FOUNDATION AND MUST BE CAPPED.
A. REMAIN OUT OF THE CLEAR ZONE AND PAVEMENT SECTIONS
G. SIGNAL HEAD SHALL BE MOUNTED IN ACCORDANCE WITH VDOT - SM-3. ALL TRAFFIC SIGNAL HEADS SHALL BE 12",
B. REMAIN WITHIN THE RIGHT OF WAY OR PROPOSED EASEMENT
POLYCARBONATE WITH BACKPLATES. ALL TRAFFIC SIGNAL HEADS SHALL INCLUDE TUNNEL VISORS. 25. THE CONTRACTOR SHALL LABEL ALL WIRES (INCLUDING SPARES) IN THE CONTROLLER CABINET IN
H. CONDUIT INSTALLATION - EC1-1 OR BORED ACCORDANCE WITH SECTION 703 OF THE ROAD AND BRIDGE SPECIFICATIONS. C. DOES NOT CONFLICT WITH UTILITIES
D. DOES NOT LIMIT SIGHT DISTANCE
3. LANE CLOSURE SHALL BE APPROVED BY CITY TRAFFIC ENGINEER. CONTRACTOR TO SUBMIT TO CITY OF LYNCHBURG TWO
26. ALL SPARE CONDUITS, INSTALLED PER THE LATEST VDOT SIGNAL POLE AND CONTROLLER CABINET E. DOES NOT AFFECT DRAINAGE
WEEKS PRIOR TO WORK FOR REVIEW AND APPROVAL. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND FOR COST
FOUNDATION STANDARDS, THAT ORIGINATE FROM THE POLE OR CONTROLLER CABINET FOUNDATIONS, SHALL
ASSOCIATED WITH SCHEDULING CITY OF LYNCHBURG POLICE DEPARTMENT IF NEEDED FOR TRAFFIC CONTROL. F. RESULTING PUSHBUTTON LOCATION IS COMPLIANT WITH MUTCD AND PROWAG REQUIREMENTS.
BE CONNECTED TO THE NEAREST JUNCTION BOX.
G. REMAIN WITHIN THE DESIGNATED TRAVEL LANE ASSIGNMENTS.
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT ALL DISCREPANCIES BETWEEN THE PLANS AND CONTRACT SPECIFICATIONS
TO THE ENGINEER FOR CLARIFICATION. 27. CONDUIT LOCATIONS SHALL BE MARKED ON ALL FOUNDATIONS PER THE VDOT ROAD AND BRIDGE
44. THE POLE SUPPLIER SHALL FURNISH TO CITY OF LYNCHBURG SIGNED AND SEALED DRAWINGS AND
SPECIFICATIONS FOR EACH CONDUITS INSTALLED.
CALCULATIONS FOR ALL POLES AND FOUNDATIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO RETURN ALL DISTURBED AREAS, LANDSCAPING (TREES, SHRUBS, FLOWERS,
ETC.) TO THEIR ORIGINAL STATE AT THE COMPLETION OF ALL WORK. ALL COST FOR THIS WORK SHALL BE INCLUDED IN THE
BID PRICE FOR OTHER ITEMS AND NO SEPERATE MEASUREMENT AND PAYMENT WILL BE MADE. 28. CONTRACTOR SHALL VERIFY THE LOCATION OF THE PROPOSED CONDUITS AND MAKE FIELD ADJUSTMENTS AS
45. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO PERFORMING TEST BORES, AND SHALL PROVIDE
NECESSARY AND APPROVED BY ENGINEER.
THE RESULTS TO THE CITY PRIOR TO ISSUING SHOP DRAWINGS. CONCRETE CYLINDERS SHALL BE TESTED AND
6. CONDUCTOR CABLE, CONDUIT, TRENCH EXCAVATION, SAW CUT, AND SIGNAL JUNCTION BOXES SHALL CONFORM TO
CERTIFIED BY A VIRGINIA REGISTERED PROFESSIONAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS VOLUME II.
29. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF THE TESTING OF GROUND RODS AND GROUNDING TESTING AND CERTIFICATION OF CONCRETE.
SYSTEM TO THE CITY OF LYNCHBURG. CONTACT THE CITY OF LYNCHBURG 48 HOURS PRIOR TO TESTING
7. ALL UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY AND MAY NOT BE
GROUND RODS AND GROUNDING SYSTEM.
COMPLETE. AT LEAST 72 HOURS PRIOR TO BEGINNING SIGNAL WORK, THE CONTRACTOR SHALL CONTACT "MISS UTILITY OF
46. SIGNAL POLE FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH VDOT SIGNAL POLE FOUNDATION
VIRGINIA" AT 1-800-552-7001 IN ORDER TO DETERMINE THE, EXTENT, LOCATION, AND IDENTIFY ALL OF THE UTILITIES WITHIN
STANDARDS, SPECIAL PROVISIONS INCLUDING MAXIMUM LOADING CONDITIONS, AND BASED ON SOIL TEST
THE WORK AREA. IF THE CONTRACTOR PERCEIVES A CONFLICT BETWEEN UTILITIES AND THE PROPOSED TRAFFIC SIGNAL
30. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL UNDERGROUND UTILITIES TO BE CROSSED PRIOR TO
BORE FINDINGS. ALL TRAFFIC SIGNAL POLE FOUNDATION DESIGNS SHALL BE SIGNED AND SEALED BY A
EQUIPMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT THE CONFLICT MAY BE REVIEWED.
JACKING AND BORING CONDUITS. THE CONTRACTOR SHALL HAND DIG WHEN CROSSING WATER LINES, GAS
VIRGINIA LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE CITY OF LYNCHBURG. THE TOP OF ALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT THEIR OWN EXPENSE, ANY EXISTING
LINES AND SEWER FORCE MAINS.
SIGNAL POLE FOUNDATIONS SHOULD BE INSTALLED SUCH THAT MINIMUM AND MAXIMUM CLEARANCE TO
UTILITIES, PAVEMENT, CONCRETE ITEMS, ETC. THAT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION.
SIGNAL HEADS AND MAST ARM EQUIPMENT ARE MAINTAINED IN ACCORDANCE WITH THE MAST ARM SIGNAL
POLE STANDARD AND THE MUTCD.
8. FINAL INSPECTION BY CITY PERSONNEL OF THE TRAFFIC SIGNALS WILL NOT BE CONDUCTED UNTIL ALL TRAFFIC SIGNAL
DETECTORS
WORK IS COMPLETE. CITY OF LYNCHBURG SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF WHEN THE CONTRACTOR IS READY
FOR THE TRAFFIC SIGNAL WORK TO BE INSPECTED. 31. THE LOCATION OF VIDEO DETECTION EQUIPMENT AND ZONES SHOWN ON THE PLANS ARE APPROXIMATE. 47. THE PROPOSED POLE FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE THE LOCATIONS OF ALL
CONTRACTOR SHALL COORDINATE LOCATION OF VIDEO DETECTION EQUIPMENT WITH THE CITY OF CONDUITS CAST IN THE FOUNDATION. THE MARKINGS SHALL CONSIST OF AN ARROW, 4 TO 6 INCHES LONG, AND
A LETTER DESIGNATION AS FOLLOWS:
9. ONCE TRAFFIC SIGNAL CONSTRUCTION BEGINS, THE CONTRACTOR WILL ASSUME COMPLETE MAINTENANCE LYNCHBURG PRIOR TO FINAL PLACEMENT OF VIDEO DETECTION CAMERAS.
RESPONSIBILITY. INTERSECTION SIGNALIZATION SHALL REMAIN OPERATIONAL THROUGHOUT ALL PHASES OF (S) - SPARE CONDUIT;
CONSTRUCTION. ONCE TRAFFIC SIGNAL WORK AND FINAL INSPECTION ARE COMPLETE AND THIRTY (30) DAYS TEST PERIOD (T) - CONDUIT WITH SIGNAL OR DETECTOR CABLES;
32. VEHICLE DETECTION SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. FOR NEW DETECTION
HAS BEEN SATISFIED, CITY WILL ASSUME MAINTENANCE. (E) - CONDUIT WITH ELECTRICAL SERVICE CONDUCTORS FOR TRAFFIC SIGNAL;
EQUIPMENT, CONTRACTOR SHALL PROVIDE OPTICOM VDS PER CITY OF LYNCHBURG PRODUCT LIST.
(G) - CONDUIT FOR GROUNDING
10. SHOULD THE SIGNAL CONTRACTOR REQUIRE COPIES OF EXISTING TRAFFIC SIGNAL PLANS, CONTACT CITY OF LYNCHBURG
SIGNAL POLES, MAST ARMS AND ARM EQUIPMENT
ENGINEERING.
CONTROLLER CABINET AND FOUNDATION
33. ALL POLES SHALL BE FIELD STAKED AND INSPECTED BY ENGINEER AND CONTRACTOR PER SECTION 700.05
11. ALL SIGNAL TIMINGS, INCLUDING CLEARANCE TIMINGS WILL BE PROVIDED BY THE CITY OF LYNCHBURG.
PRIOR TO INSTALLATION OF FOUNDATIONS. 48. CONTACT CITY OF LYNCHBURG ENGINEERING 72 HOURS NOTICE IN ADVANCE OF DISCONNECTING THE
CONTROLLER COMMUNICATION (IF NECESSARY) FOR ANY REASON.
12. ALL CATALOG CUTS/SHOP DRAWINGS FOR EQUIPMENT AND MATERIAL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW
34. DURING CONSTRUCTION AND WHEN NOT IN USE, NEW PEDESTRIAN SIGNAL HEADS SHALL BE COVERED WITH A
AND APPROVAL.
DURABLE NON-TRANSPARENT COVER UPON INSTALLATION. THE CONTRACTOR SHALL MAINTAIN COVERS EQUIPMENT NOTE
UNTIL THE NEW TRAFFIC SIGNAL SYSTEM IS OPERATIONAL, PER SECTION 703.03.
13. CONTRACTOR SHALL CONTACT THE CITY OF LYNCHBURG DEPARTMENT OF PUBLIC WORKS (HOWARD PARKER) 72 HOURS 49. THE FOLLOWING EQUIPMENT AND CITY PRODUCTS SHALL BE USED ON ALL SIGNALS WITHIN THE CITY OF
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. (434-455-4466) LYNCHBURG LIMITS (SPECIFICATIONS AVAILABLE FROM THE CITY):
35. ALL PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL BE YELLOW.
a. MIOVISION TRAFFIC SIGNAL CONTROL VIDEO DETECTION SYSTEM (ENTERPRISE DRIVE)
14. ALL EQUIPMENT IS TO BE INSTALLED WITHIN THE EXISTING OR PROPOSED RIGHT OF WAY EASEMENT. b. OPTICOM EMERGENCY VEHICLE TRAFFIC SIGNAL CONTROL PREEMPTION SYSTEM
36. TRAFFIC SIGNAL HEADS (VEHICLE AND PEDESTRIAN) SHALL BE CAST ALUMINUM. ALL VEHICLE SIGNAL HEADS
c. MCCAIN TS2 TYPE 2 CONTROLLER AND ATC CABINET, 16 CHANNEL OPTION
15. THE TRAFFIC SIGNAL WILL NOT BE PLACED INTO FLASHING OR FULL COLOR OPERATION WITHOUT THE PRIOR NOTIFICATION SHALL HAVE ALUMINUM COMPOSITE HIGH VISIBILITY BACKPLATES. ALL TRAFFIC SIGNAL HEADS SECTIONS
AND APPROVAL FROM THE CITY OF LYNCHBURG ENGINEERING. NO TRAFFIC SIGNAL SHALL BE PLACED INTO OPERATION d. INSTALL WIRE CAGE AT BASE OF SIGNAL POLES
SHALL BE LED.
UNTIL THE LOCATION IS 100% COMPLETE. THIS INCLUDES ANY NECESSARY PAVEMENT MARKING AND SIGNAGE ADJUSTMENT
SHOWN ON THE PLANS. THE CITY OF LYNCHBURG REQUIRES A MINIMUM OF 48 HOURS ADVANCE NOTICE.
50. THE EXISTING CABINET, CAMERA, AND EMERGENCY VEHICLE DETECTION EQUIPMENT NOT TO BE RELOCATED
37. SIGNAL HEADS SHALL HAVE LED INDICATIONS. THE LED DISPLAY CHARACTERISTICS OF LED BALL SHALL
PRESENT THE APPEARANCE OF INCANDESCENT TYPE BULBS RATHER THAN DISCRETE POINTS OF LIGHT. LED AND/OR REUSED SHALL BE DELIVERED TO THE CITY SIGNAL SHOP.
16. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND MAINTAIN, UNTIL THE WORK HAS BEEN ARROWS SHALL BE THREE-ROW TYPE.
ACCEPTED BY THE CITY, ANY AND ALL SIGNS, LIGHTS, BARRICADES, FLAGMAN, ETC., NECESSARY FOR THE SAFETY OF THE
51. THE EXISTING INSYNC VIDEO SYSTEM LOCATED AT GLASS AVE AND WARDS ROAD SHALL BE REMOVED FROM
GENERAL PUBLIC, INCLUDING BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. ALL COST FOR THE MAINTENANCE OF TRAFFIC
EXISTING CABINET AND INSTALLED IN NEW CABINET. EXISTING CAMERAS SHALL BE RELOCATED TO NEW MAST
SHALL BE INCLUDED IN THE LUMP SUM BID ITEM. MAINTENANCE OF TRAFFIC SHALL BE DONE ACCORDING TO THE VIRGINIA 38. CONTRACTOR SHALL STAKE AND FIELD VERIFY WITH "MISS UTILITIY OF VIRGINIA" THE POLE LOCATION
WORK AREA PROTECTION MANUAL(LATEST EDITION). BEFORE ORDERING POLES AND ARMS. ARMS.
17. A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ANY WORK IN THE RIGHT-OF-WAY. CONTACT BRAD BUTLER AT (434) PAVEMENT MARKINGS
39. CONTRACTOR SHALL VERIFY MAST ARM LENGTH AND SIGNAL HEAD LANE COVERAGE PRIOR TO THE
455-3931.
INSTALLATION OF SIGNAL POLE FOUNDATIONS 52. THE ACTUAL LOCATION AND APPLICATION OF PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH SECTION
704 OF THE APPLICABLE VDOT ROAD AND BRIDGE SPECIFICATIONS, MUTCD AND SEQUENCE OF
CONSTRUCTION/TRAFFIC CONTROL PLANS.
SIGNAL REPLACEMENT IMPROVEMENT
BEFORE YOU DIG CALL PLANS FOR GLASS AVENUE AND WARDS ROAD
811 & ENTERPRISE DR AND THISTLE/DUNCRAIG DR
LYNCHBURG, VIRGINIA
PROTECT YOURSELF, GIVE THREE
902 E Jefferson Street, Unit 101
WORKING DAYS NOTICE
Charlottesville,VA 22902 GENERAL NOTES
(434) 202 5082

SIGNAL REPLACEMENT IMPROVEMENT
PLANS FOR GLASS AVENUE AND WARDS ROAD
BEFORE YOU DIG CALL
811 & ENTERPRISE DR AND THISTLE/DUNCRAIG DR
LYNCHBURG, VIRGINIA
PROTECT YOURSELF, GIVE THREE
902 E Jefferson Street, Unit 101
WORKING DAYS NOTICE
Charlottesville,VA 22902 GENERAL NOTES AND QUANTITIES
(434) 202 5082

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SIGNAL REPLACEMENT IMPROVEMENT
PLANS FOR GLASS AVENUE AND WARDS ROAD
BEFORE YOU DIG CALL
811 & ENTERPRISE DR AND THISTLE/DUNCRAIG DR
LYNCHBURG, VIRGINIA
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE 902 E Jefferson Street, Unit 101
Charlottesville,VA 22902 SIGNAL IMPROVEMENTS (GLASS AVE & WARDS RD)
(434) 202 5082

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SIGNAL REPLACEMENT IMPROVEMENT
SHEET NO.
JOB NO.: 25-059
PLANS FOR GLASS AVENUE AND WARDS ROAD
BEFORE YOU DIG CALL
DATE: 06-25-2026
811 & ENTERPRISE DR AND THISTLE/DUNCRAIG DR
SCALE: AS SHOWN
LYNCHBURG, VIRGINIA
PROTECT YOURSELF, GIVE THREE DRAWN BY: LLW
WORKING DAYS NOTICE 902 E Jefferson Street, Unit 101 SIGNAL IMPROVEMENTS (ENTERPRISE DR &
DESIGNED BY: LLW
Charlottesville,VA 22902
(434) 202 5082 THISTLE/DUNCRAIG DR) SHEET OF
NO. DESCRIPTION DATE APP CHECKED BY: WLW

START CROSSING
Watch For
Vehicles
DON'T START
Finish Crossing If Started FLASHING
TIME REMAINING
To Finish Crossing
TIMER
STEADY
DON'T CROSS
TO CROSS START CROSSING
Watch For
PUSH BUTTON Vehicles
DON'T START
Finish Crossing
If Started
FLASHING
TIME REMAINING
To Finish Crossing
STTIEMAEDRY
DON'T CROSS
TO CROSS
PUSH BUTTON
START CROSSING
Watch For
Vehicles
DON'T START
Finish Crossing
If Started
FLASHING
TIME REMAINING
To Finish Crossing
TIMER
STEADY
DON'T CROSS
TO CROSS
PUSH BUTTON
SHEET NO. JOB NO.: 25-059
BEFORE YOU DIG CALL
DATE: 06-25-2026
811
SCALE: AS SHOWN
PROTECT YOURSELF, GIVE THREE DRAWN BY: LLW
902 E Jefferson Street, Unit 101
WORKING DAYS NOTICE
Charlottesville,VA 22902 DESIGNED BY: LLW PEDESTRIAN ACTUATION
(434) 202 5082
SHEET OF
NO. DESCRIPTION DATE APP CHECKED BY: WLW
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SIGNAL REPLACEMENT IMPROVEMENT
PLANS FOR GLASS AVENUE AND WARDS ROAD
& ENTERPRISE DR AND THISTLE/DUNCRAIG DR
LYNCHBURG, VIRGINIA

ROADWAY CLASSIFICATION
* GLASS AVE (25 MPH) - LOCAL COLLECTOR
* WARDS ROAD (35 MPH) - PRINCIPAL ARTERIAL
TEMPORARY TRAFFIC CONTROL REFERENCES
* TTC-28.0: LANE CLOSURE IN AN INTERSECTION
* TTC-30.0: FLAGGING AT A DE-ENERGIZED INTERSECTION
* TTC-35.0: SIDEWALK DETOUR OR DIVERSION
* TTC-36.0: CROSSWALK CLOSURE AND PEDESTRIAN DETOURS
* TTC-50.0: DISRUPTION ON MULTI-LANE ROADWAY
* TTC-52.0: SIGNING FOR SPEED LIMIT AND FINE SIGNS IN WORKZONE
LOCAL EMERGENCY RESPONSE AGENCY CONTACT LIST
(911)
* CITY EMERGENCY SERVICES (434)847-1602
* CITY CHIEF OF POLICE OFFICE (434)455-6045
* CITY FIRE MARSHAL (THOMAS MACK) (434)455-6375
* CITY OF LYNCHBURG TRAFFIC (LEE NEWLAND) (434)455-3935
* VIRGINIA STATE POLICE (DIV. 3 AREA 20) (434)946-7101
PROPOSED CONSTRUCTION SEQUENCE
EACH STAGE OF CONSTRUCTION WILL INCLUDE THE FOLLOWING GENERAL STEPS:
1. INSTALLATION OF PROJECT LIMITS SIGNAGE
2. INSTALLATION OF E&S MEASURES
3. INSTALLATION OF APPROVED TEMPORARY TRAFFIC CONTROL MEASURES
4. PERFORM DEMOLITION ACTIVITIES
5. INSTALLATION OF PROPOSED PEDESTRIAN IMPROVEMENTS
6. RESTORATION OF PROPERTY
7. REMOVAL OF TEMPORARY TRAFFIC CONTROL MEASURES
8. REMOVAL OF PROJECT LIMITS SIGNAGE
PROPOSED CONSTRUCTION PHASES SHALL BE DETERMINED BY THE CONTRACTOR
NOTES
1. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCE PLAN TO GAIN
APPROVAL FROM THE CITY OF LYNCHBURG PRIOR TO BEGINNING
CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF LANE CLOSURES WITH
THE CITY OF LYNCHBURG.
3. TWO LANE TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS APPROVED
BY THE OWNER. LANE WIDTHS SHALL BE A MINIMUM OF 10 FT. FLAGGING
OPERATIONS MAY BE REQUIRED FOR CERTAIN TASKS. THE USE OF FLAGGING
OPERATIONS SHALL BE CARRIED OUT AS APPROVED AND DIRECTED BY THE
OWNER.
4. VEHICULAR AND PEDESTRIAN ACCESS TO ADJOINING PROPERTIES SHALL BE
MAINTAINED AT ALL TIMES.
5. ALL TEMPORARY TRAFFIC CONTROL PLANS AND MEASURES SHALL BE
COMPLETED PER THE 2011 VDOT WORK AREA PROTECTION MANUAL AND AT NO
ADDITIONAL COST TO THE OWNER.
6. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED
EQUIPMENT. ALSO HORIZONTAL AND VERTICAL DISTANCES SHALL NOT BE
IMPACTED BY PARKED CONSTRUCTION EQUIPMENT. NO OBSTACLES ARE TO
INTERFERE WITH SIGHT DISTANCES AT ENTRANCES AND INTERSECTIONS.
7. THE CONTRACTOR SHALL NOTIFY EACH AFFECTED PROPERTY OWNER AT
LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL
REQUIRE THE TEMPORARY CLOSURE OF ACCESS.
SIGNAL REPLACEMENT IMPROVEMENT
PLANS FOR GLASS AVENUE AND WARDS ROAD
BEFORE YOU DIG CALL
811 & ENTERPRISE DR AND THISTLE/DUNCRAIG DR
LYNCHBURG, VIRGINIA
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE 902 E Jefferson Street, Unit 101
Charlottesville,VA 22902 TRAFFIC CONTROL NOTES/DETAILS
(434) 202 5082