MAINTENANCE OF TRAFFIC &

Transcription

1 2/28/2015 5:05:15 PM d k(01).dgn MANAGER Dave Covington, P.E. (540) VA. 29 1K(1) TRANSPORTATION OPERATIONS (TO) PLAN A). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1. POST A LIST OF LOCAL EMERGENCY RESPONSE AGENCIES INSIDE THE S CONSTRUCTION OFFICE/TRAILER. 2. EMERGENCY INCIDENT MANAGEMENT PLAN AND EQUIPMENT / MATERIALS TO IMPLEMENT THE PLAN PRE-STAGED AS NEEDED 3. DESIGN-BUILDER SHALL HAVE TWO (2) ARTICULATING WHEEL LOADERS WITH MINIMUM 3.0 CUBIC YARD BUCKET AND TRAFFIC LANE CONTROL EQUIPMENT AVAILABLE TO ASSIST VDOT CULPEPER DISTRICT MAINTENANCE SECTION IN SNOW REMOVAL OPERATIONS DURING WINTER MONTHS WHEN LANES OR SHOULDERS ARE RESTRICTED. COORDINATE WITH VDOT CULPEPER DISTRICT MAINTENANCE SECTION. 4. COORDINATE WITH VDOT CULPEPER DISTRICT MAINTENANCE SECTION ON REGULAR MAINTENANCE ITEMS SUCH AS MOWING, WILDFLOWER BEDS AND ACCIDENT DAMAGE. AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. B). THE PROCESS TO NOTIFY THE REGIONAL TRANSPORTATION OPERATIONS CENTER (TOC) TO PLACE LANE CLOSURE INFORMATION ON THE 511 SYSTEM AND VA-TRAFFIC WILL BE: 1. CONTRACTOR TO ADVISE THE INSPECTOR AND/OR DESIGN BUILD CONSTRUCTION MANAGER OF PLANNED LANE CLOSURES A MINIMUM OF 7 DAYS IN ADVANCE OF THE PROPOSED LANE CLOSURE. 2. THE INSPECTOR AND/OR DESIGN BUILD CONSTRUCTION MANAGER CALL THE REGIONAL TRANSPORTATION OPERATIONS CENTER. A STAFF MEMBER WILL ENTER THE DATA INTO THE 511 AND VA-TRAFFIC SYSTEMS. C). TRAFFIC BACKUP NOTIFICATION THE REGIONAL TRAFFIC OPERATIONS MANAGER ( ) SHALL BE NOTIFIED OF MAJOR TRAFFIC BACKUPS RELATED TO THE WORK BY THE CONTRACTOR. THE TOC WILL MAKE ALL ENTRIES INTO SYSTEMS THAT FEED THIS INFORMATION INTO 511. THE TOC WILL ALSO MAKE NOTIFICATIONS TO DEPARTMENT STAFF. THE STAFF NOTIFICATIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE AREA CONSTRUCTION ENGINEER. VDOT MANAGERS, REGIONAL TRAFFIC ENGINEER, REGIONAL TRAFFIC OPERATIONS MANAGER, REGIONAL INCIDENT MANAGEMENT COORDINATOR, AND PUBLIC AFFAIRS MANAGER OF ANY INCIDENTS AND EXPECTED TRAFFIC DELAYS. D). PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE ARE OUTLINED IN THE INCIDENT MANAGEMENT PLAN. E). DURING THE FIRST DAY OF THE NEW WORK ZONE TRAFFIC PATTERN, THE CONTRACTOR S WORK ZONE SAFETY COORDINATOR, MOT INSPECTOR AND RK&K TRAFFIC ENGINEER SHALL INSPECT THE WORK ZONE TO ENSURE COMPLIANCE WITH THE TMP. ON THE THIRD TO FIFTH DAY OF IMPLEMENTATION OF THE TMP S NEW WORK ZONE TRAFFIC PATTERN, THE MOT INSPECTOR SHALL CONDUCT AN ON-SITE REVIEW OF THE WORK ZONE S PERFORMANCE AND RECOMMEND TO THE CONTRACTOR ALL REQUIRED CHANGES TO THE TMP FOR IMPLEMENTATION TO ENHANCE THE WORK ZONE S SAFETY AND MOBILITY. ALL SUCH CHANGES SHALL BE DOCUMENTED. AN ON-SITE REVIEW OF THE S WORK ZONE TRAFFIC CONTROL BY THE CONTRACTOR S WORK ZONE SAFETY COORDINATOR, MOT INSPECTOR AND RK&K TRAFFIC ENGINEER SHALL BE CONDUCTED WITHIN 48 HOURS OF ANY FATAL INCIDENT/CRASH WITHIN THE WORK ZONE. THE PURPOSE OF THIS REVIEW IS TO IMPLEMENT LESSONS LEARNED FROM INCIDENTS. INCIDENT MANAGEMENT PLAN THIS WILL UTILIZE A TIERED INCIDENT MANAGEMENT PLAN. THIS PLAN INVOLVES FOLLOWING THE COMMUNICATIONS PLAN AND COORDINATING WITH VDOT, ALBEMARLE COUNTY AND LOCAL EMS AND STAKEHOLDERS. THE TIER OF INCIDENTS IS AS FOLLOWS: 1. A LIMITED INCIDENT IS ONE WHICH WILL TAKE FIFTEEN (15) MINUTES OR LESS TO RETURN TO NORMAL OPERATIONS. IN THIS TYPE OF EVENT, EXPECTED PRIMARILY DUE TO A MINOR ACCIDENT OR A PLANNED EVENT, RESPONSE BY LOCAL RESPONSE TEAMS WOULD BE REQUIRED WITH SUPPORT, AS NECESSARY, BY THE CONTRACTOR. THIS WILL BE CLASSIFIED AS A SHORT-TERM EVENT. 2. AN INCIDENT WHICH WILL IMPACT TRAFFIC BETWEEN FIFTEEN (15) AND SIXTY (60) MINUTES, BUT WITH NO REQUIRED WAY CLOSURES OR DETOURS, WILL BE CONSIDERED A MINOR EVENT. THE CONTRACTOR WILL RESPOND WITH TRAFFIC CONTROL DEVICES, COORDINATE WITH VDOT PER THE COMMUNICATIONS PLAN, AND ASSIST VDOT IN IMPLEMENTING SIGNAL TIMING ADJUSTMENTS TO CLEAR TRAFFIC, AS NECESSARY. LOCAL RESPONSE TEAMS WILL SUPPORT AS NECESSARY. CONTACT LISTS WILL BE UTILIZED AS NECESSARY AND CLOSE COORDINATION WITH FIRST RESPONDERS AND OTHER PRIMARY STAKEHOLDERS WILL BE IMPLEMENTED. 3. AN INCIDENT WHICH WILL TAKE GREATER THAN SIXTY (60) MINUTES TO CLEAR WILL BE CONSIDERED A MAJOR INCIDENT. IN THIS CASE, DETOUR S WILL BE IMPLEMENTED AS NECESSARY AND TRAFFIC CONTROL DEVICES, SIGNAL ADJUSTMENTS AND OTHER OPERATIONAL SUPPORT WILL BE IMPLEMENTED AS DESCRIBED IN THE RESPONSE TO MINOR INCIDENTS IN ITEM 2. IN THE CASE OF MAJOR INCIDENTS, CONTACT LISTS WILL BE FULLY UTILIZED TO NOTIFY IMPACTED STAKEHOLDERS, FIRST RESPONDERS, LOCAL HOSPITALS AND OTHER CRITICAL FACILITIES. IN ALL OF THE ABOVE INCIDENTS, CLOSE COORDINATION WITH VDOT NORTHWEST REGIONAL TRAFFIC OPERATIONS CENTER (NWRO TOC) WILL BE MAINTAINED. F). PERIODIC REVIEWS WITH DESIGN STAFF AND CONTRACTOR STAFF SHALL BE CONDUCTED THROUGHOUT THE LIFE OF THE TO IDENTIFY POTENTIAL PROBLEMS. G). THE EMERGENCY CONTACT FOR THIS SHALL BE 911. H). THE FOLLOWING IS A LIST OF LOCAL EMERGENCY RESPONSE AGENCIES: ORGANIZATION CONTACT PHONE ALBEMARLE COUNTY POLICE ALBEMARLE COUNTY FIRE 911 CALL CENTER HAZMAT CENTER (IF SPILL INVOLVED) ALBEMARLE COUNTY NON-EMERGENCY VIRGINIA POLICE N/A N/A (434) (434) (434) (434) PUBLIC COMMUNICATIONS PLAN THE PUBLIC COMMUNICATION PLAN SHALL CONSIST OF THE FOLLOWING ACTIONS: 1. VDOT WILL NOTIFY THE PUBLIC OF CONSTRUCTION START/END DATES, EXTENT OF CONSTRUCTION AND POTENTIAL TRAFFIC DELAYS THROUGH THE USE OF LOCAL NEWSPAPERS AND OTHER MEDIA. 2. THE CONTRACTOR SHALL ADVISE THE INSPECTOR AND/OR DESIGN BUILD CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ANY PLANNED CONSTRUCTION ACTIVITY OR WORK PLAN THAT WILL CAUSE TRAFFIC DELAYS. 3. PROVIDE THE CULPEPER DISTRICT OFFICE OF PUBLIC AFFAIRS INFORMATION FOR TRAFFIC ALERTS WHENEVER THERE ARE NEW IMPACTS TO MOTORISTS. ALL INFORMATION FOR TRAFFIC ALERTS MUST BE SUBMITTED AT LEAST SEVEN DAYS IN ADVANCE OF THE TRAFFIC IMPACT. 4. ANY REQUESTS TO CLOSE A LANE OUTSIDE THE WORK HOURS SHALL BE SUBMITTED TO THE VDOT MANAGER AT LEAST TWO WEEKS PRIOR TO THE PLANNED WORK FOR REIVEW AND APPROVAL. 5. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE INSPECTOR, TRAFFIC OPERATIONS CENTER AND THE PUBLIC AFFAIRS STAFF OF ANY UNSCHEDULED TRAFFIC DELAYS. 6. THE FOLLOWING IS A LIST OF LOCAL EMERGENCY RESPONSE AGENCIES: ORGANIZATION CONTACT PHONE VDOT MANAGER DAVID COVINGTON (434) VDOT RESIDENCY ADMINISTRATOR TBD VDOT PUBLIC AFFAIRS MANAGER LOU HATTER (434) VDOT PUBLIC AFFAIRS OFFICE TBD (540) LOCAL PUBLIC SAFETY AGENCIES TBD VDOT REGIONAL TRAFFIC OPERATIONS CENTER (TOC) ROY REID (540) VDOT REGIONAL TRAFFIC ENGINEER TERESA GARDNER (540) VDOT DISTRICT WORK ZONE SAFETY COORDINATOR FORESTER WRIGHT (540) VDOT CULPEPER DISTRICT MAINTENANCE TBD 6:1 WEDGE DETAIL FILLET OF MATERIAL FILLET MATERIAL- No. 21B WAY 6:1SLOPE $DATE$ d k(01).dgn 1K(1)

2 3/4/2015 1:18:38 AM d k(02).dgn MANAGER Dave Covington, P.E. (540) DESIGN BY Rummel Klepper & Kahl, LLP (804) VA. 29 1K(2) AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION. Phase 1 - Day Work Construct proposed widening that is behind the existing curb approaching the Rio Road/US-29 intersection. Phase 1 - Night Work Remove existing curb and install proposed pavement that ties into pavement installed during Phase I - Day Work. Close lane adjacent tocurb removal utilizing TTC 16.0 Remove existing islands in the NW and SE quadrants of the Rio Road/US-29 intersection and install new full depth pavement. Close lane adjacent tocurb removal utilizing TTC 1.0 Install piles for proposed retaining walls. Pile installations shall be covered with steel plates at the end of the night work period. Close left lanes approaching RioRoad/US-29 intersection utilizing TTC 18.0 Construct temporary crossovers at Myers Drive/US-29, Berkmar Drive/US-29, and Rio Road east of US-29 (at Hardee s Driveway) Close adjacent lanes totemporarycrossovers using TTC 17.0 Construct temporary pavement on the right shoulder of SB US-29 from Sta to Close adjacent lane utilizing TTC 16.0 Phase 2 Construct Rio Road bridge over US-29 Depressed Roadway (DPR), retaining walls to separate US-29 DPR from US-29 local lanes, and US-29 DPR Implement ful closure of RioRoad/US-29 intersection while maintaining on US-29 3 lanes northbound and 2 lanes southbound. Perform these closures using TTCs 16.0, 17.0, and Remove existing signals on US-29 at Fashion Square Drive/Shoppers World and at Albemarle Square Drive. In order toremove signal utilize TTCs 1.0 and Phase 3 Complete remaining wall and barrier construction along the US-29 Depressed Roadway. This workmayutilize permanent shoulder closures and temporarylane closures, including the depressed roadwaytravel lanes. Al lane closures shal take place during alowable lane closure hours (9 PM - 6 AM) Construct proposed curb and sidewalk along US-29 approaching Rio Road. Al workis totake place during alowable lane closure hours (9 PM - 6 AM) utilizing TTC 16.0 Close temporary crossovers and reconstruct median at Myers Drive, Berkmar Drive, and at the commercial driveway (Hardee s). Al workis totake place during alowable lane closure hours (9 PM - 6 AM) utilizing TTC 17.0 Note that the above work shall not occur during the same work period and at no time shall TTCs 16.0 and 17.0 be in place during the same work period. $DATE$ d k(02).dgn 1K(2)

3 Curve SBTHRUTRANA01 PI = SE = NORMAL CROWN V = 45 MPH d k(03).dgn 11:14:40 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - DAY WORK 1K(3) 3820' 1450' MATCHLINE SHEET 1K(5) G20-1 (V) 60" X 24" RIO RD WB Curve SBL2904 PI = END Curve SBL2901 PI = Curve SBTHRUTRANA02 SE = NORMAL CROWN V = 45 MPH Curve SBL2902 PI = Curve SBL Curve RIO02 SE =MATCH EXISTING V=40 MPH 260 PT PC MATCHLINE SHEET 1K(4) STATION (RTE. 29 CONSTR. BASELINE) PC PC PT PRC PT POT PC PT PRC PC ' Paved Shoulder Req'd. PRC PT PT PC PT PC PRC Variable WidthPaved Shoulder Req'd. W20-1 () FASHION SQUARE DR Curve NBTHRUTRANA01 PI = T = ' L=208.90' R =2,489.00' PC = PRC = Curve NBTHRUTRANA02 Curve NBL2901 PI = Curve NBL2902 PI = End Ret. Wal Sta (19' Rt.) Rte. 29 NBLConstr. B 164 RIO RD EB 163 PC Curve RIO03 PI = SE =MATCH EXISTING V=40 MPH Curve NBL2903 PI = Curve ML2901 PI = MATCHLINE SHEET 1K(6) 1K(3)

4 d k(04).dgn 11:14:47 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - DAY WORK 1K(4) MATCHLINE SHEET 1K(3) STATION (RTE. 29 CONSTR. BASELINE) Curve ML2901 PI = PT PT Curve SBL Curve SBL2905 PI = T = 88.15' L = ' R = 1,050.00' PC = PRC = 267 PC PC ALBEMARLE SQUARE Curve SBTHRUTRANB01 PI = PC PRC PT Curve NBTHRUTRANB01 Curve NBTHRUTRANB PRC Curve SBL2906 PI = T =68.14' L=135.96' R =806.00' PRC = PT = PI = Curve SBTHRUTRANB PT PRC Curve SBTHRUTRANB02 PI = T =87.48' L=174.92' R =3,489.00' PRC= PT = PT MYERS DRIVE END G20-1 (V) 60" X 24" W20-1 (48" X 48") 525' 4475' 1K(4)

5 BERKMAR DRIVE END d k(05).dgn 11:14:53 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - DAY WORK 1K(5) MATCHLINE SHEET 1K(3) W20-1 (48" X 48") RIO EB 157 PRC PC POT RIO WB G20-1 (V) 60" X 24" 400' 1K(5)

6 PT POT END d k(06).dgn 11:14:57 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - DAY WORK 1K(6) G20-1 (V) 60" X 24" RIO EB RIO WB MATCHLINE SHEET 1K(3) 166 ALBEMARLE SQUARE W20-1 (48" X 48") 1K(6)

7 d k(07).dgn 11:07:57 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(7) GREENBRIER DR POT CONSTRUCTION SIGNING DETAIL 13 WESTFIELD RD 14 W4-2 () PIONEER CIRCLE MATCHLINE SHEET 1K(8) STATION (RTE. 29 CONSTR. BASELINE) LANE ENDS MERGE RIGHT W 9-2R 350ft 350ft 350ft W 20-1 W 20-5aL CLOSED LEFT LANES 2 R4-V7R W 4-2 Sta (Shown Above) 0 50' 100' 1K(7)

8 d k(08).dgn 11:08:01 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(8) MATCHLINE SHEET 1K(7) STATION (RTE. 29 CONSTR. BASELINE) 22 16' BRANCHLANDS BLVD W4-2 () WESTFIELD RD AMBER ARROW, TYPE C 40' SPACING 31 ILLUMINATED FLASHING 225' TAPER 32 DOMINION DRIVE ' TANGENT MATCHLINE SHEET 1K(9) STATION (RTE. 29 CONSTR. BASELINE) 1K(8)

9 POT POT d k(09).dgn 11:08:05 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(9) MATCHLINE SHEET 1K(8) STATION (RTE. 29 CONSTR. BASELINE) 36 G20-1 (V) 60" X 24" END 37 FASHION SQUARE DR SHOPPERS WORLD ILLUMINATED FLASHING AMBER ARROW, TYPE C BERKMAR DRIVE ' TANGENT 225' TAPER 260' BUFFER SPACE 40' SPACING NOTE: TEMPORARY SIGNAL AT BERKMAR DR. SHALL ALSO BE CONSTRUCTED DURING THIS PHASE, UTILIZING TTC 50.0 FOR TEMPORARY FULL CLOSURES. FOR TEMPORARY SIGNAL PLAN, SEE SHEET 1L(XX). PHASE 1TEMP. GOODYEAR PARKING LOT PHASE 1 PERM. UTILITY ' MATCHLINE SHEET 1K(10) STATION (RTE. 29 CONSTR. BASELINE) 0 50' 100' 1K(9)

10 d k(10).dgn 11:08:11 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(10) MATCHLINE SHEET 1K(15) MATCHLINE SHEET 1K(9) STATION (RTE. 29 CONSTR. BASELINE) PROP. PERM. UTILITY NOTE: ONCE TEMPORARY SIGNAL HAS BEEN CONSTRUCTED AT BERKMAR DRIVE, THE SIGNAL AT FASHION SQUARE DRIVE NORTH MAY BE TAKEN OUT OF OPERATION AND REMOVED. AT THIS POINT, MEDIAN CONSTRUCTION ON THE WEST LEG MAY COMMENCE. 50 PC FASHION SQUARE DR Paved Shoulder Req'd. 51 Curve NBTHRUTRANA01 SE = NORMAL CROWN V = 45 MPH POT PRC PC PC Curve NBTHRUTRANA02 PRC PC Curve NBL2901 PI = PRC Variable WidthPaved Shoulder Req'd. W1-4L PT PRC PT PT DEVICES (CONE) PROP. TEMP. PHASE 1 TEMP. PHASE 1 TEMP. PHASE 1 PERM. UTILITY PHASE 1 PERM. UTILITY PROP. R/W PROP. PERM. MAINT. PHASE 1 TEMP. CHANNELIZING PROP. PERM. MAINT. 154PT Curve NBL2902 PI = ' Paved Shoulder Req'd. End Ret. Wal Sta (19' Rt.) Rte. 29 NBLConstr. B PC PC PT PC SE =MATCH EXISTING PHASE 1 TEMP. PROP. PERM. DRAINAGE PHASE 1 TEMP. Prop. R/W PROP. TEMP. PROP. PERM. DRAINAGE PHASE 1 TEMP. Prop. R/W PHASE 1 TEMP. PHASE 1 PERM. UTILITY RIO EB Prop. R/W 25' PHASE 1 TEMP. RIO WB V=40 MPH 163 PC PROP. PERM. MAINT. PHASE 1 PERM. UTILITY CHANNELIZING DEVICES 40' SPACING CHANNELIZING DEVICES (CONE) PROP. PERM. MAINT V=40 MPH 61 PT SE =MATCH EXISTING 160 CHANNELIZING DEVICES (CONE) Curve NBL PT Prop. R/W RIO EB PC ' Paved Shoulder Req'd. PROP. TEMP ' Paved Shoulder Req'd. 2' Paved Shoulder Req'd. PROP. PERM. MAINT. Prop. R/W 25' RIO WB PHASE 1 PERM. UTILITY 8' Paved Shoulder Req'd. 8' Paved Shoulder Req'd. Curve SBL2904 PI = CHANNELIZING DEVICES 40' SPACING UTILITY PHASE 1 PERM MATCHLINE SHEET 1K(1) STATION (RTE. 29 CONSTR. BASELINE) PHASE 1 TEMP. MATCHLINE SHEET 1K(16) 1K(10)

11 d k(11).dgn 11:08:18 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(11) MATCHLINE SHEET 1K(10) STATION (RTE. 29 CONSTR. BASELINE) 264 Curve ML2901 PT Prop. R/W PHASE 1 PERM. UTILITY 265 2' Paved Shoulder Req'd. 8' Paved Shoulder Req'd. Curve SBL2904 8' Paved Shoulder Req'd. 2' Paved Shoulder Req'd. PHASE 1 TEMP. 266 PROP. TEMP. PROP. PERM. DRAINAGE PROP. STORMWATER Curve SBL PROP. PERM. MAINT. PC ALBEMARLE SQUARE Curve SBTHRUTRANB01 Variable WidthPaved Shoulder Req'd. (CONE) PC PHASE 1 TEMP. PHASE 1 PERM. UTILITY TEMP. Prop. R/W 69 PRC PROP. TEMP. Curve NBTHRUTRANB PRC COMMENCE. Curve SBL2906 PI = T =68.14' L=135.96' Prop. R/W Variable WidthPaved Shoulder Req'd. PT DRAINAGE PHASE 1 TEMP. PROP. PERM Curve NBTHRUTRANB02 Curve SBTHRUTRANB PT CONSTRUCTED AT MYERS DRIVE, THE PRC NOTE: ONCE TEMPORARYSIGNALHAS BEEN SIGNALAT ALBEMARLE SQUARE MAYBE TAKEN OUT OF OPERATION AND REMOVED. AT THIS POINT, MEDIAN CONSTRUCTION MAY Curve SBTHRUTRANB02 PI = T =87.48' L=174.92' R =3,489.00' PRC= PT = PHASE 1 PERM. UTILITY PHASE PHASE 1 PERM. UTILITY ' 72 PT PHASE 1 TEMP NOTE: TEMPORARY SIGNAL SHALL ALSO BE CONSTRUCTED DURING THIS PHASE, UTILIZING TTC 50.0 FOR TEMPORARY FULL CLOSURES. FOR TEMPORARY SIGNAL PLAN, SEE SHEET 1L(XX). 40' SPACING 360' BUFFER SPACE MYERS DRIVE ' TAPER MATCHLINE SHEET 1K(12) STATION (RTE. 29 CONSTR. BASELINE) 1K(11)

12 POT END d k(12).dgn 11:08:24 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(12) MATCHLINE SHEET 1K(1) STATION (RTE. 29 CONSTR. BASELINE) ' SPACING POT ILLUMINATED FLASHING AMBER ARROW, TYPE C 225' TAPER 82 G20-1 (V) 60" X 24" 83 W4-2 () 84 WOODBROOK DRIVE ' TANGENT ' MATCHLINE SHEET 1K(1) STATION (RTE. 29 CONSTR. BASELINE) 1K(12)

13 d k(13).dgn 11:08:29 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(13) MATCHLINE SHEET 1K(12) STATION (RTE. 29 CONSTR. BASELINE) ' TANGENT 93 40' SPACING ' TANGENT ILLUMINATED FLASHING AMBER ARROW, TYPE C 96 W4-2 () ' TANGENT GANDER DRIVE ' 105 MATCHLINE SHEET 1K(14) STATION (RTE. 29 CONSTR. BASELINE) 1K(13)

14 106 d k(14).dgn 11:08:33 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(14) MATCHLINE SHEET 1K(13) STATION (RTE. 29 CONSTR. BASELINE) W4-2 () 40' SPACING POT ILLUMINATED FLASHING AMBER ARROW, TYPE C 1000' TANGENT 225' TAPER CONSTRUCTION SIGNING DETAIL W 4-2 (Shown Above) R4-V7R 3 LEFT LANES CLOSED W 20-5aL W ft 350ft 350ft LANE ENDS MERGE RIGHT W 9-2R 0 50' 100' 1K(14)

15 BERKMAR DRIVE END d k(15).dgn 11:08:38 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(15) MATCHLINE SHEET 1K(10) W20-1 (48" X 48") 40' SPACING NOTE: SIGNAL UPGRADES AT RIO AND BERKMAR DRIVE SHALL BE COMPLETED DURING THIS PHASE, UTILIZING TTC 50.0 FOR TEMPORARY FULL CLOSURES. FOR SIGNAL PLAN, SEE SHEET 14(X) RIO EB 157 PRC PC POT RIO WB G20-1 (V) 60" X 24" 400' 1K(15)

16 PT POT END d k(16).dgn 11:08:43 AM MANAGER Dave Covington, P.E. (540) PHASE 1 - NIGHT WORK 1K(16) G20-1 (V) 60" X 24" RIO EB RIO WB MATCHLINE SHEET 1K(10) 166 ALBEMARLE SQUARE W20-1 (48" X 48") 1K(16)

17 d k(17).dgn 11:07:28 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(17) CONSTRUCTION SIGNING DETAIL 27 W4-2 () ' SPACING ' TAPER ILLUMINATED FLASHING AMBER ARROW, TYPE C ' SPACING ' BUFFER SPACE 16' 35 MATCHLINE SHEET 1K(18) STATION (RTE. 29 CONSTR. BASELINE) LANE ENDS MERGE RIGHT W 9-2R 350ft 350ft 350ft W 20-1 W 20-5aL CLOSED LANE LEFT R4-V7R W 4-2 Sta (Shown Above) 0 50' 100' 1K(17)

18 POT POT d k(18).dgn 11:06:04 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(18) MATCHLINE SHEET 1K(17) STATION (RTE. 29 CONSTR. BASELINE) FASHION SQUARE DR SHOPPERS WORLD G20-1 (V) 60" X 24" END 1035' BUFFER SPACE 80' SPACING ' W1-4R BERKMAR DRIVE ' LANE SHIFT 47 4" CLASS F, TYPE I PAVEMENT MARKINGS 48 GOODYEAR PARKING LOT 49 MATCHLINE SHEET 1K(19) STATION (RTE. 29 CONSTR. BASELINE) 1K(18)

19 d k(19).dgn 11:06:09 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(19) MATCHLINE SHEET 1K(23) 158 MATCHLINE SHEET 1K(18) STATION (RTE. 29 CONSTR. BASELINE) 50 PC FASHION SQUARE DR 51 Curve NBTHRUTRANA01 W1-4R SE = NORMAL CROWN V = 45 MPH POT PRC ' 100' PC PC Curve NBTHRUTRANA ' LANE SHIFT PRC PC Curve SBTHRUTRANA Curve NBL2901 PI = PRC PT PRC ' LANE SHIFT W1-4L Curve SBL PT PT PT Curve NBL2902 PI = ' SPACING 4" CLASS F, TYPE I PAVEMENT MARKINGS " CLASS F, TYPE I PAVEMENT MARKINGS ' SPACING PC PC ' 10' 259 PT PC Curve RIO02 SE =MATCH EXISTING V=40 MPH TYPE III BARRICADE 24" CLASS F, TYPE I PAVEMENT MARKINGS 163 PC TYPE III BARRICADE St'd. CG-12 Type M1 Req'd. 10' Curve RIO PT SE =MATCH EXISTING 160 Curve NBL2903 PI = PT R =3,000.00' PC = PC " CLASS F, TYPE I PAVEMENT MARKINGS Curve SBL MATCHLINE SHEET 1K(20) STATION (RTE. 29 CONSTR. BASELINE) 10' 10' 10' MATCHLINE SHEET 1K(24) 1K(19)

20 d k(20).dgn 11:06:47 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(20) MATCHLINE SHEET 1K(19) STATION (RTE. 29 CONSTR. BASELINE) ' PT PT ' 10' 80' SPACING Curve ML Curve SBL2904 PI = " CLASS F, TYPE I PAVEMENT MARKINGS 4" CLASS F, TYPE I PAVEMENT MARKINGS W1-4L 67 Curve SBL ' SPACING ' LANE SHIFT PC PC ALBEMARLE SQUARE Curve SBTHRUTRANB01 PC PRC ' LANE SHIFT PT Curve NBTHRUTRANB01 Curve NBTHRUTRANB PRC W1-4R R =1,050.00' Curve SBTHRUTRANB02 PI = PT PRC ' 10' Curve SBTHRUTRANB02 T =87.48' L=174.92' R =3,489.00' PRC= PT = PT ' BUFFER SPACE MYERS DRIVE MATCHLINE SHEET 1K(21) STATION (RTE. 29 CONSTR. BASELINE) 1K(20)

21 POT END d k(21).dgn 11:06:57 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(21) MATCHLINE SHEET 1K(20) STATION (RTE. 29 CONSTR. BASELINE) ' BUFFER SPACE ' SPACING 80' SPACING 180 POT ILLUMINATED FLASHING AMBER ARROW, TYPE C ' TAPER 82 G20-1 (V) 60" X 24" W4-2 () WOODBROOK DRIVE ' TANGENT ' ' TAPER MATCHLINE SHEET 1K(22) STATION (RTE. 29 CONSTR. BASELINE) 1K(21)

22 d k(22).dgn 11:07:02 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(22) MATCHLINE SHEET 1K(21) STATION (RTE. 29 CONSTR. BASELINE) ' TAPER 93 40' SPACING 94 ILLUMINATED FLASHING AMBER ARROW, TYPE C 95 W4-2 () CONSTRUCTION SIGNING DETAIL W 4-2 Sta (Shown Above) 96 R4-V7R 97 2 LEFT LANES CLOSED 98 W 20-5aL W ft 350ft 350ft LANE ENDS MERGE RIGHT W 9-2R 0 50' 100' 1K(22)

23 BERKMAR DRIVE d k(23).dgn 11:07:09 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(23) MATCHLINE SHEET 1K(19) W4-2L 40' SPACING 12' RIO EB 157 PRC PC POT RIO WB END G20-1 (V) 60" X 24" CONSTRUCTION SIGNING DETAIL W 4-2 Sta (Shown Above) R4-V7R 2 LEFT LANES CLOSED W 20-5aL W ft 350ft 350ft LANE ENDS MERGE RIGHT W 9-2R 0 50' 100' 1K(23)

24 PT POT d k(24).dgn 11:07:15 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(24) G20-1 (V) 60" X 24" END MATCHLINE SHEET 1K(19) MATCHLINE SHEET 1K(25) RIO EB TEMP TYPE III BARRICADE 250' BUFFER SPACE 16' 225' TAPER RIO WB ' SPACING 80' SPACING 4" CLASS F, TYPE I PAVEMENT MARKINGS 80' SPACING ALBEMARLE SQUARE W1-4R 1K(24)

25 d k(25).dgn 11:07:23 AM MANAGER Dave Covington, P.E. (540) PHASE DAY CLOSURE 1K(25) RIO EB RIO WB CHANNELIZING DEVICES 40' SPACING 225' TAPER MATCHLINE SHEET 1K(24) W4-2 CONSTRUCTION SIGNING DETAIL LANE ENDS MERGE RIGHT W 9-2R 300ft 300ft 300ft W 20-1 W 20-5aL CLOSED LANE LEFT R4-V7R W 4-2 (Shown Above) 0 50' 100' 1K(25)

26 d k(26).dgn 11:21:28 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(26) W4-2 () CONSTRUCTION SIGNING DETAIL ILLUMINATED FLASHING AMBER ARROW, TYPE C 30 40' SPACING ' TAPER 1100' TAPER MATCHLINE SHEET 1K(27) STATION (RTE. 29 CONSTR. BASELINE) LANE ENDS MERGE RIGHT W 9-2R 350ft 350ft 350ft MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC 11.0 W 20-1 W 20-5aL CLOSED LANE LEFT R4-V7R W 4-2 Sta (Shown Above) 1K(26)

27 POT POT d k(27).dgn 11:21:33 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(27) MATCHLINE SHEET 1K(26) STATION (RTE. 29 CONSTR. BASELINE) 36 G20-1 (V) 60" X 24" END 37 FASHION SQUARE DR SHOPPERS WORLD ' BUFFER SPACE BERKMAR DRIVE ' BUFFER SPACE GOODYEAR PARKING LOT MATCHLINE SHEET 1K(28) STATION (RTE. 29 CONSTR. BASELINE) 0 50' 100' MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC K(27)

28 :21:40 AM d k(28).dgn MANAGER DESIGN BY Dave Covington, P.E. (540) Rummel Klepper & Kahl, LLP (804) CONSTRUCTION SIGNING DETAIL W 4-2 Sta (Shown Below) PHASE 3 R4-V7R 2 LEFT LANES CLOSED W 20-5aL W 20-1 MATCHLINE SHEET 1K(32) 1K(28) 158 MATCHLINE SHEET 1K(27) STATION (RTE. 29 CONSTR. BASELINE) 50 PC FASHION SQUARE DR 350ft 350ft 350ft 51 Curve NBTHRUTRANA01 PI = W1-4R SE = NORMAL CROWN V = 45 MPH POT LANE ENDS MERGE RIGHT ' TAPER PRC PC PC Curve NBTHRUTRANA W 9-2R 40' SPACING PRC PC SE = NORMAL CROWN Curve NBL2901 PI = PRC PT PRC ILLUMINATED FLASHING AMBER ARROW, TYPE C PT PT PT Curve NBL2902 PI = End Ret. Wal Sta (19' Rt.) Rte. 29 NBLConstr. B W PC PC Curve SBL PT PC Curve RIO02 SE =MATCH EXISTING V=40 MPH 163 PC V=40 MPH 61 PT SE =MATCH EXISTING 160 Curve NBL PT PC MATCHLINE SHEET 1K(29) STATION (RTE. 29 CONSTR. BASELINE) 14' MATCHLINE SHEET 1K(33) 0 50' 100' MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC K(28)

29 d k(29).dgn 11:21:59 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(29) MATCHLINE SHEET 1K(28) STATION (RTE. 29 CONSTR. BASELINE) Curve ML2901 PI = PT PT W4-2 Curve SBL2904 PI = T =102.81' L=205.54' R =2,929.00' ' SPACING PC PC PC PT ALBEMARLE SQUARE PI = PRC Curve NBTHRUTRANB PRC Curve NBTHRUTRANB02 Curve SBTHRUTRANB PT PRC CONSTRUCTION SIGNING DETAIL Curve SBTHRUTRANB02 PI = PT = ' TAPER 360' BUFFER SPACE PT W 9-2R RIGHT MERGE LANE ENDS MYERS DRIVE MATCHLINE SHEET 1K(30) STATION (RTE. 29 CONSTR. BASELINE) 350ft 350ft 350ft MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC 11.0 W 20-1 W 20-5aL 2 LEFT LANES CLOSED R4-V7R W 4-2 Sta (Shown Above) 1K(29)

30 POT d k(30).dgn 11:22:10 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(30) MATCHLINE SHEET 1K(29) STATION (RTE. 29 CONSTR. BASELINE) END G20-1 (V) 60" X 24" 180 POT ' TAPER 40' SPACING ILLUMINATED FLASHING AMBER ARROW, TYPE C WOODBROOK DRIVE MATCHLINE SHEET 1K(31) STATION (RTE. 29 CONSTR. BASELINE) 0 50' 100' MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC K(30)

31 d k(31).dgn 11:22:16 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(31) MATCHLINE SHEET 1K(30) STATION (RTE. 29 CONSTR. BASELINE) W4-2 () 97 CONSTRUCTION SIGNING DETAIL 98 W 4-2 Sta (Shown Above) 99 R4-V7R 100 LEFT LANE CLOSED 101 W 20-5aL W ft 350ft 350ft MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC 11.0 LANE ENDS MERGE RIGHT W 9-2R 1K(31)

32 BERKMAR DRIVE d k(32).dgn 11:22:22 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(32) MATCHLINE SHEET 1K(28) W20-1 RIO EB 157 PRC PC POT RIO WB END G20-1 (V) 60" X 24" 0 50' 100' MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC K(32)

33 PT POT d k(33).dgn 11:22:27 AM MANAGER Dave Covington, P.E. (540) PHASE 3 1K(33) G20-1 (V) 60" X 24" END MATCHLINE SHEET 1K(28) RIO EB 166 RIO WB ALBEMARLE SQUARE W ' 100' MILL AND OVERLAY NOTE: MILL AND OVERLAY SHALL BE PERFORMED ONE LANE AT A TIME UTILIZING TTC K(33)