TRANSPORTATION MANAGEMENT PLAN NOTES

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PROJECT MANAGER SURVEYED BY DESIGNED BY STATE ROUTE PROJECT REVISED STATE STATE ROUTE PROJECT SHEET NO. d105296009a.dgn

Plotted By: cristeicm 4:54:45 PM

10/27/2014

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT Parsons Brinckerhoff, Inc.

Brian Morrison

VA. 0395-000-803

0395-000-803 ROADWAY ENGINEER

HERNDON, VA

PARSONS BRINCKERHOFF, INC.

395

Joseph D Powers, PE Burgess & Niple, Inc. (5-22-2014) DESIGN SUPERVISED BY

Project Description

TRANSPORTATION MANAGEMENT PLAN

9a 9a

Notification

Public Communication and Outreach Strategies

Temporary Traffic Control Strategies

Traffic Control Plan Notes

Traffic Control Plan Notes (Continued)

(STRUCTURE NO. 2011)

Transportation Operations Strategies

Work Zone Management

ALLOWABLE HOURS FOR CLOSURES:

compliance with the current edition (2011) of the Virginia Work Area Protection Manual.

The Contractor shall be responsible for providing a designated Work Zone Safety Coordinator to develop and monitor all traffic control devices and ensure

contractorshallcoordinatehisutilityadjustments/relocationactivitieswiththeowneroftheutility. thecostofanytemporaryconnection,inpartorwhole,shallbeincidentaltootheritems. the cable,power,anyoverhangingutilityandanyundergroundutilityserviceswillnotbeinterrupted. Thecontractorshallscheduleallstagesofconstructioninsuchmannerthatwater,sewer, 8. onanywetlands,E&S sedimentbasins/traps,parklandorotherenvironmentallysensitiveareas. shallbeperformeduntilsuchsiteshavebeenacceptedbytheengineer. Thesitescannotbeplaced Disposalsiteandstagingarealocationsshallbetheresponsibilityofthecontractor. Nowork 7. advanceoftheclosure.FurtheradvancenoticemayberequiredperthePublicCommunicationsPlan. ThecontractorshallsubmitarequestforanylaneorshoulderclosurestoVDOT 10daysin 6. least24hoursinadvancetoavoidadditionalcharges. of5daysadvancenotice. TheengineershallnotifytheStatePoliceofanycancellationat Telephone:703-845-6300torequestStatePolicesupportandgivethestatepoliceaminimum contacttheVirginiaStatePolicearea45Office,1426-aColumbiaPike,Arlington,Virginia22204, WhenStatePolicepresenceisrequiredforalaneclosureoperation, theengineershall 5. TemporarylanewidthsonArmyNavyDriveshallnotbelessthan11’forthru-lanes. TemporarylanewidthsonI-395shallnotbelessthanexistinglanewidthsforthru-lanesand10’forramps. 4. from thetravellaneanditshouldbeclearlyvisibletovehiclesfollowing. Thelightshallonlybedisplayedwhenthevehicleisenteringtheworkarea Allvehiclesshallbeequippedwithatleastonerotatingortwohighintensityamberlights. 3. onUniform TrafficControlDevices(MUTCD), andthe2011VASupplementtothe2009MUTCD. SpecificationsdatedJanuary2007, The2011VirginiaWorkAreaProtectionManualandthe2009Manual TheTMP/TTC,duringconstruction,shallbeinaccordancewiththeVDOT RoadandBridge 2. priortoanyconstructionthatmayaffecttheexistingtraffic. responsibilityofthecontractortopresentaformalTMP/TTCtotheengineerforapproval eachphaseorstage,butonlytoshow thegeneralhandlingoftraffic. Itshallbethe aguide. Itisnottoenumerateeverydetailwhichmustbeconsideredintheconstructionof TheTransportationManagementPlanandTemporaryTrafficControl(TMP/TTC)isintendedas 1.

Virginia State Police - Area 45 Office (703) 845-6300 Arlington County Fire Department (703) 228-0105

Arlington County Police Department (703) 558-2222

concerning all detours and road closures of any nature.

The Contractor shall coordinate with the Arlington County Fire and Rescue 3.

media and general public is critical to providing en-route traveler information.

contractor’s projected work schedule. Ensuring proper, timely and accurate communication to the The contractor shall coordinate with VDOT and develop a Public Communication Plan based on 2.

Operations Center, as determined appropriate.

radio and television, emergency services, pentagon police, VDOT, and the Traffic Arlington County Supervisors, Federal Agencies and Schools in close proximity,

who will communicate with the VDOT Northern Virginia Public Affairs Section, The contractor shall provide advance notice of all approved closures to the engineer 1.

TRANSPORTATION MANAGEMENT PLAN NOTES

RAMP AA/AD OVER ARMY NAVY DRIVE

shall not be measured for separate payment and the cost shall be incidental to other work items.

markings, delineators, asphalt wedges (See Detail on this sheet), additional planing, construction signs (such as Uneven Lanes, Bump, etc) Temporary items required to safely reopen the work area to traffic when work is not yet complete, including but not limited to construction pavement 20.

shall be incidental and included in the price bid for construction signs.

Any existing regulatory signs that conflict with construction signs shall be covered during Temporary Traffic Control. The cost of covering the existing signs 19.

Installation of Temporary Traffic Control devices or signs shall not obstruct the sight distance from any travel-way. 18.

Sign stands shall be used for signs.

Traffic will be maintained by using Figure TTC-19.0, TTC-23.0, TTC-34.0, TTC-35.0, TTC-43.0, TTC-46.0, TTC-53.0, (2011 VA WAPM) during working hours. 17.

Manual (2011) for the proper placement of these and other traffic control devices.

The channelization devices and signs shown are for schematic purposes only. The contractor shall follow the Virginia Work Area Protection 16.

The location of existing features and dimensions shown on these plans beyond limits of the project survey is approximate. 15.

posts per the Specifications and Standard Details. If the signs are not setup as a pay item, they shall be considered incidental to the price of other items. All construction signs shall be the responsibility of the contractor, including furnishing, installing, adjusting, maintaining, and removing the signs and 14.

in price bid for other items in the contract and no additional compensation for this item will be made.

All flagging operations shall follow TTC-23.0, and/or TTC-24.0 of the (VWAPM). The cost of the required Shadow Vehicle shall be included 13.

to the next stage/Phase, or as directed by Engineer.

Once construction is started on a Stage/Phase, the work shall be prosecuted continuously through complete in place final asphalt before proceeding 12.

properties at all times. Mailboxes shall be reset/available for use each day.

shall be no less than existing conditions unless otherwise shown on plans. Emergency vehicles and Postal vehicles must also have access to all Access and adequate sight distance to and from all properties shall be maintained at all times. For connections and entrances, minimum width 11.

7 minutes at any time unless otherwise directed by the Engineer.

Traffic shall not be stopped on existing Ramps (Except as directed per TTC Plans), Army Navy Drive or any connections for longer than 10.

the maintenance of traffic plan shall be reviewed by the Engineer.

allow a minimum of a two-week review period. Any major changes in phasing will require approval of the Engineer. Minor adjustments of approval by VDOT. This plan shall also include a plan detailing how the pedestrian and bicycle traffic shall be handled. The Contractor shall construction sheets. Otherwise the Contractor shall submit a detailed maintenance of traffic and sequence of construction plan for review and Unless otherwise approved or directed by the engineer, the contractor shall plan and prosecute the work in accordance with the sequence of 9.

NOT TO SCALE

compensation will be allowed.

included in the price bid for other items in the contract and no additional

vehicular traffic. All cost for placing, maintaining and removing 6:1 wedge shall be 6:1 wedge against the existing pavement surface for the safety and protection of workday shall be backfilled with aggregate base material to form an approximate All areas excavated below pavement surfaces at the conclusion of each

WEDGE DETAIL

2’TEMP.SHOULDER A_{PPROX. 6} :1SLOPE FILLET OF MATERIAL ROADWAY 2" or MORE

shown concurrent and the contractor may operate independent closures as needed.

Detour plans are provided for nighttime closures of Ramps AA and Ramp AD. The detours for Ramp AA and AD are speed limit prior to any construction.

on regulatory signs for the roadways and warning signs for the ramps. The Contractor shall verify the existing posted will be under the bridge. Speed Limit is shown on the plans for guidance purposes only. The posted speed limit is based Approach roadway improvements on Ramp AD extend 131’ to the west of the bridge. The work zone on Army Navy Drive The approach roadway improvements extend approximately 213’ to the east of the bridge on Ramp AA and Ramp AD.

1 SB lane in addition to Bike lanes in both directions. Travelers include commuters, truckers, tourists, and residents. classified as an Urban Collector (2012 ADT - 51,000), with a posted speed limit of 30 mph, with 1 NB lane and

All existing travel lanes on Ramp AA, Ramp AD and Army Navy Drive will be affected by the project work. Army Navy Drive is speed limit of 45 mph.

and 65 mph on the Reversible HOV Lanes. Route 27 is classified as an Urban Other Principal Arterial with a posted Route 27. I-395 is classified as an Urban Interstate with a posted speed limit of 55 mph on the NB and SB mainline Route 27 to South Arlington Ridge Road. Ramp AD provides access from South Arlington Ridge Road to I-395 NB and Army Navy Drive located on the I-395 corridor in Arlington, Virginia. Ramp AA provides access from I-395 SB and This projects entails preventive maintenance repairs for I-395 Ramp AA & Ramp AD Bridge (Structure No. 2011) over

allowed on a holiday or during planned special events as determined by VDOT.

and from all exit and entrance ramps shall be maintained at all times, unless otherwise noted on Temporary Traffic Control Plans. No lane closures are allowed work period. The work area must be capable of safely opening to traffic by the end of the allowable lane closure restricted hours. Access to Lane closures on Army Navy Drive will be required for the proposed repair work on the bridges. Closures must be set up and taken down for every Access to and from all private properties shall be maintained at all times.

noted on TTC Plans. The contractor shall consult with the engineer for any planned closure scenario not anticipated by this Transportation Management Plan. as indicated in the Limitations of Operations Special Provision. Access to and from all exit and entrance ramps shall be maintained at all times except as Ramp AA and Ramp AD shall only be closed as directed by the engineer. No lane closures will be allowed on Army Navy Drive, Ramp AA, or I-395 except The contractor should make every effort to maintain the existing travel lanes open to traffic at all times except as noted on TTC Plans. Army Navy Drive,

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PROJECT MANAGER SURVEYED BY DESIGNED BY STATE ROUTE PROJECT REVISED STATE STATE ROUTE PROJECT SHEET NO. d105296009b.dgn

10/27/2014

PROJECT SHEET NO.

Brian Morrison

VA. 0395-000-803

HERNDON, VA

395

Joseph D Powers, PE Burgess & Niple, Inc. (5-22-2014) DESIGN SUPERVISED BY AR MY NA VY DR IV E (3 0 M PH ) Ar m y Na vy Dr iv e (3 5 M PH ) SCHOOL ELEMENTA RY HOFFMAN -BOSTON (F A SH IO N CE NT ER ) P EN TA GO N CIT Y M A LL S OU TH AR LIN GT ON RID GE R OA D (2 5 MP H) S. JO YC E ST S . J O Y C E S T S . H AY E S S T SO UT H AR LIN GT ON R ID GE R OA D (2 5 M PH ) (2 5 M PH ) 15T H ST S . A R L I N G T O N R O A D R I D G E S O U T H M 4 -V P 1 b A H E A D D E T O U R W 2 0 -2 A RL I N G T ON R O A D R ID G E S O U T H M 4 -V P 1 b S o u t h b o u n d S . J o y c e S t . N o r t h b o u n d S . J o y c e S t . _SB Ro ute 27 (W as hin gto n Bo ule va rd ) NB Ro ute 27 (W as hin gto n Bo ule va rd ) WB Rou_t_e₂ 4₄ (_Co l_um b_i a Pi_k e₎ EB Rou_t_e₂ 4₄₍ Colu_mb i_a Pi_k_e ) HO V On ra mp /O ff ra mp I-3 95 I-395 Reve rsib leHO V (He nry G Sh irley Memo rial Hwy ) I-39 5 No rthb ound (Hen ryG Shir leyMe mori alHw y) B AR R IC A D E _{T YP} E II I R O A D C LO S ED R 11 -2 NB R oute 27( Was hing ton Boul evar d) Arm yNa vyDr ive Ram p To I-39 5 NB Ram p To I-39 5 NB RampTo US Rou te1SB I-39 5 So uthb oun d ( Hen ryG Shir ley Mem oria lHw y) S . J O Y C E S T B AR R IC A D E TY P E I II R O AD C LO SE D R1 1-2 M4-_V5 b M4-V5b M4-V5_b DETO_UR M4-V4R DET_OUR M4-9R M4-V5b M 4 -V 5 b D E T O U R M 4 -V 4 R M 4 -V 5 b D E T O U R M 4 -9 R M4-V2_R M4-V1 M 4 - V 1 Concrete Double Face

Traffic Barrier Service,

Concrete Double Face (Typ.) Traffic Barrier Service,

A H EA D C LO S E D W 20 -V 12 R AM P A RL ING T ON R O AD R ID G E S O U TH M 4 -VP 1b R O A D C L O S E D R 1 1 -2 M E S S A G E S I G N C H A N G E A B L E P O R T A B L E A R L I N G T O N R O A D R I D G E S O U T H M 4 - V P 1 b A H E A D C L O S E D W 2 0 - V 1 2 R A M P A H E A D D E T O U R 2 _W 0 - 2 A R L I N G T O N R O A D R I D G E S O U T H M 4 - V P 1 b A R L I N G T O N R O A D R I D G E S O U T H M 4 - V P 1 b To I-395 SB /S. Arli ngt on Ridg eR d B A R R I C A D E T Y P E I I I

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M 4 - V5 a Devices (10’ Spacing) Group 2 Channelization Devices (10’ Spacing) Group 2 Channelization D E T O U R E N D M 4 - 8a

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M 4 -V 5 a M 4 - V 1 A RL I N G T ON R O A D R I D G E S O U T H M 4 - V P 1 b S. Ar lin gto n Rid ge Rd S. Ly nn St S. Na sh St S. Jo yc e St

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South Arlington Ridge Rd Ramp AA Detour Route To South Arlington Ridge Rd Ramp AA Detour Route To

NB I-395 / ROUTE 27 Ramp AD Detour Route To

Route To NB I-395 Ramp AD Detour (_R am p _A A -C_l os ed₎ R am p _T o _S ou_t h _A rli ng t_on R i_d g e _R d (_R a_m p A_D -C l_os ed ) R a_m p T o _I -₃ 9 5 N B D E T O U R M 4 - 9 L M 4 - V5 b

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M 4 - V5 a DE TO UR M 4-1 0R (Towards Ft. Myer/Clarendon) Route To Route 27 Ramp AD Detour S_{B Ro}_u_t_e 27(Washington_Bo_u_l_e_v_a rd) (_Wa s_h i_n gt_o n Bo_ul e_v a_r d) NB R_o ut_e 27 TO S B R oute 27 9b 9b 0 SCALE 200’ 400’ Legend Work Area

MOT Detour Route

Group 2 Channelization Device (10’ Spacing)

Concrete Double Face Traffic Barrier Service,

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AS A PRIMARY DETOUR TO ROUTE 27 (WASHINGTON BLVD) TOWARDS FORT MYER. LYNN STREET, ARMY NAVY DRIVE, SOUTH JOYCE STREET AND EB COLUMBIA PIKE DETOUR SOUTH ARLINGTON RIDGE ROAD TRAFFIC IN BOTH DIRECTIONS TO USE SOUTH 3.

AS A PRIMARY DETOUR TO NB I-395.

STREET

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SOUTH LYNN STREET, ARMY NAVY DRIVE AND SOUTH JOYCE STREET/15

DETOUR SOUTH ARLINGTON RIDGE ROAD TRAFFIC IN BOTH DIRECTIONS TO USE 2.

AT THE INTERSECTION WITH SOUTH ARLINGTON RIDGE RD.

CLOSE RAMP AD OVER ARMY NAVY DRIVE TO ALL TRAFFIC PRIOR TO THE WORK AREA 1.

RAMP AD DETOUR: SOUTH ARLINGTON RIDGE RD

A DETOUR TO SOUTH ARLINGTON RIDGE ROAD.

CHANGEABLE MESSAGE SIGN (PCMS) AS SHOWN. SUGGEST GLEBE ROAD AS CLOSURE USING EXISTING DYNAMIC MESSAGE SIGNS (DMS) AND PORTABLE ALERT DRIVERS ON INTERSTATE 395 SB AND ROUTE 27 ABOUT RAMP 3.

AS A PRIMARY DETOUR.

DETOUR TRAFFIC BOUND FOR SOUTH ARLINGTON RIDGE ROAD TO USE GLEBE ROAD EXIT 2.

CLOSE RAMP AA OVER I-395 & ARMY NAVY DRIVE TO ALL TRAFFIC PRIOR TO THE WORK AREA. 1.

RAMP AA DETOUR: I-395 - SOUTHBOUND / ROUTE 27 TTC/MOT NOTES:

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PROJECT MANAGER SURVEYED BY DESIGNED BY STATE ROUTE PROJECT REVISED STATE STATE ROUTE PROJECT SHEET NO. d105296009c.dgn

10/27/2014

PROJECT SHEET NO.

Brian Morrison

VA. 0395-000-803

0395-000-803 ROADWAY ENGINEER

HERNDON, VA

395

Joseph D Powers, PE Burgess & Niple, Inc. (5-22-2014) DESIGN SUPERVISED BY M E S S A G E S I G N C H A N G E A B L E P O R T A B L E M E S S A G E S I G N D Y N A M I C E X I S T I N G US Ro ut e 1 N B US Ro ut e 1 S B R o u t e 110 S B R o u t e 11 0 N B S. EA DS ST S. _RO_T_A_RY RD D E T O U R M 4 -V 4 L M 4 -V 5 b D E T O U R M 4 -9 L M 4 -V 5 b ) y w H l a i r o m e M y e l r i h S G y r n e H ( V O H e l b i s r e v e R 5 9 3 -I ) y w H l a i r o m e M y e l r i h S G y r n e H ( d n u o b h t r o N 5 9 3 -I ) y w H l a i r o m e M y e l r i h S G y r n e H ( d n u o b h t u o S 5 9 3 -I Mil es 0. 35 M a r k e r 9 . 5 ) S h o u l d e r a t M i l e ( I - 3 9 5 S B R T M a r k e r 9 . 1 5 ) a t M i l e R T S h o u l d e r D M S ( I - 3 9 5 S B U s e E x i s t i n g AH EA D W O R K W 20 -1 R O A D S . F e r n S t S . E a d s S t StS. TH 15 Route To NB I-395 Ramp AD Detour 9c 9c 0 SCALE 200’ 400’ Legend Work Area

MOT Detour Route

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PROJECT MANAGER SURVEYED BY DESIGNED BY STATE ROUTE PROJECT REVISED STATE STATE ROUTE PROJECT SHEET NO. d105296009d.dgn

10/27/2014

PROJECT SHEET NO.

Brian Morrison

VA. 0395-000-803

HERNDON, VA

395

Joseph D Powers, PE Burgess & Niple, Inc. (5-22-2014) DESIGN SUPERVISED BY A R L I N G T O N R O A D R I D G E S O U T H M 4 -V P 1 b A R L I N G T O N R O A D R I D G E S O U T H M 4 -V P 1 b M 4 -V 2 R I-39 5 Re ve rs ib le HO V (H en ry G Sh ir ley Me mo ria l H wy ) I-3 95 No rth bo un d (H en ry G Sh ir ley Me mo ria l H wy ) I-3 95 So uth bo un d (H en ry G Sh ir ley Me mo ria l H wy ) A_HEAD DETOUR W20-2 M4-V5b M4-_V5 b M 4 -V 3 R M4-_V3_R ST S. RD 23 ST S. ND 22 S . A R L IN G T O N R ID G E R D ST S. TH 20 MEMORIAL DRIVE Ar my Na vy Dr iv e S T S . TH 2 8 M4-V1 AHEAD CLOSED W20-V12 RAMP M4-V5b M4-V5b MESSAGE SIGN CHANGEABLE PORTABLE AT THIS LOCATION. IS ADEQUATE FOR PCMS USE VERIFYRIGHT SHOULDER WIDTH D E T O U R M 4 -8 A R L I N G T O N R O A D R I D G E S O U T H M 4 -V P 1 b W 1 6 - V P 4 E

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PROJECT MANAGER SURVEYED BY DESIGNED BY STATE ROUTE PROJECT REVISED STATE STATE ROUTE PROJECT SHEET NO. d105296009e.dgn

10/27/2014

PROJECT SHEET NO.

Brian Morrison

VA. 0395-000-803

HERNDON, VA

395

Joseph D Powers, PE Burgess & Niple, Inc. (5-22-2014) DESIGN SUPERVISED BY

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