Plans - VA NP BLRI 1G27.pdf

PLANS FOR PROPOSED

AMHERST AND BEDFORD COUNTIES, VIRGINIA

NATIONAL

PARK

SERVICE

Project Manager

Sheila Foronda

Lead Designer

Chris Burnell

Highway Design Manager

Spencer Lowery

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

November, 2024

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

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IC

A

M

MP 63.646/17/20225140-016PJames River Bridge

Blue Ridge Parkway

Visitor Center and pedestrian bridge access trail.

miscellaneaous features at the James River bridge approaches, replacing sidewalk and other replacing the existing wearing surface, regrading surface, installing a weatherproof membrane, delaminating asphalt, shot blasting the deck cleaning and repairs, removing existing minor cracks, various bridge substructure with elastomeric bearings, cleaning and sealing

Work includes replacing bridge rocker bearings

PROJECT DESCRIPTION

IMPROVEMENT:

PROJECT LENGTH: 0.23 miles

SPECIFICATIONS:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

Inspection LocationNumberSTRUCTURE:

ROAD: WIDTH

26'

SURFACE BASE SUBGRADE

4" ACP N/A N/A

Know what'sbelow.

before you dig.Call

R

Title Sheet

Symbols And Abbreviations

Location Maps

Standards And Details

DESCRIPTION

NO

SHEET

A01

A02-A03

A04-A05

S01-S11

M01 Erosion and Sediment Control Narrative

N

0 4040

SCALE IN MILES

Richmond

Arlington

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

PROJECT VA NP BLRI 1G27

STRUCTURE NO. 5140-016P

PROJECT VA NP BLRI 1G27

STRUCTURE NO. 5140-016P

REHABILITATION OF JAMES RIVER BRIDGE

Bridge Plan Sheets and DetailsR01-R29

LANE MILES: 0.46 miles

C03-C06 Summaries and Schedules

N01-N04 Temporary Traffic Control Plan

James River Bridge

Description M.P. to M.P.

(feet)

Length RIP Route ID

1,040 001AB63.55 to 63.78

ROAD INVENTORY DATA

N

SCALE IN MILES

0 2 4

V (MPH)

DHV

ADT (2041)

AADT (2021) 502

DESIGN DESIGNATION:

N/A

M02-M03 Erosion and Sediment Control Plan

James River Bridge and approaches 1,200 001AB63.53 to 63.80

James River Visitor Center N/A 093463.66 to 63.72

Schedule

A

B

C

B01-B02 Typical Sections

Tabulation of QuantitiesC01-C02

Construction PlanD01-E01

D James River Bridge 63.55 to 63.78 1,040 001AB

BLUE RIDGE PARKWAY

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

PROJECT VA NP BLRI 1G27

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P

M

S e p te m b e r

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S h e e t

P R

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S \b lr i\ g

\H W

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S \C

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D \A

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R I

G p ln tt l.

d g n

PROJECT

NUMBER

SHEET

A01

NPS Drwg No. 601/178135 NPS PMIS No. 242846

VA NP BLRI 1G27

mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N number nominal maximum size aggregate normal crown north

OG

OD

o. to o.

ohwm

o. c.

original ground outside diameter out to out ordinary high water mark on center pvmt.

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius spa.

shldr.

sec.

SC

SADT

S spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft typ.

Ts

TS

traf.

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral traffic thread temporary bench mark township tangent distance

VPI

vph var.

VC

V vertical point of intersection vehicles per hour varies vertical curve design speed

W west sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft

1 6

1 6

SEC.

SEC.

0.00EL. E

N 0

BH TP

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

flg.

fin.

flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume directional distribution factor centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

HW

HLSD

hex.

hdwl.

inv.

INF

ID

K jt.

high water headlight sight distance hexagon headwall invert infinite inside diameter

K-Value joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance ftg.

gnd or grnd galv.

GAB

ga.

HW

HLSD

hex.

hdwl.

footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance hexagon headwall

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

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SYMBOLS AND ABBREVIATIONS

PROJECT

A02

N

DI

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

Virginia Department of TransportationVDOT

Broken Yellow pavement marking BY

Single Solid Yellow pavement marking SSY

Dotted Yellow pavement marking DY

Double Solid Yellow pavement markingDSY

Bipartisan Infrastructure LawBIL

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

NO SCALE

V

A R

O U

T E

JAMES RIVER

O T T E R C

R E E K

BATTE

RY CREEK

L O

C K

B A

T T E

R Y C

R E E

K

TREES

TRAIL OF

OTT

ER

CREEK

TRAI

L

PICNIC AREA

VISITOR CENTER

JAMES RIVER

BLUE RI

DGE PARKWAY

C S

X R

A

IL

R O

A D

T R

A I L

C A

N A

L L

O C

K

VA NP BLRI 1G27 PROJECT LIMITS

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AREA MAP

PROJECT

NUMBER

SHEET

VA NP BLRI 1G27 A05

CL

Limits of disturbance cross slope

Match existing

13' 13'

Existing ground (typ.)

EXISTING PROPOSED

4-inch depth

Existing asphalt pavement variable depth and material

Existing base material, Asphalt pavement micro milling, depth varies

Tack coat

-inch NMSA, 0.3 to <3 million ESAL, 2-inch deck only depth8

Asphalt concrete pavement, gyratory mix, NOTES:

See R sheets for Bridge Typical Section.2.

by the CO.

positive drainage and safe riding surfaces as approved

Maintain existing cross slopes or adjust to provide 1.

BLUE RIDGE PARKWAY, BRIDGE DECK AND APPROACH

cross slope

Match existing

Travel laneTravel lane

NO SCALE

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TYPICAL SECTIONS

PROJECT

B01

L

W

A

Bridge/Culvert

TYPICAL PLAN DETAIL

Pavement patch limits

A

S h o u ld e r

T y p

F u ll

R o a d W id th ty p

Limits of pavement patch, 50'-65'

See Typical Sections for pavement section

4-inch depth (in two equal lifts)

Asphalt concrete pavement, Type 1

Roadway Excavation

Final road surface

6"

Granular backfill

Daylight to fill slope 4" perforated underdrain pipe

10'

"6"

/4

Bridge/Culvert

12"

Lap

Tack Coat

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 (BRIDGE APPROACH)

SECTION A - A

face full depth

Saw cut vertical

Crushed aggregate geotextile, Class 2, Type E

Separation-stabilization

Removal of pavement, asphalt abutment bridge approach

Saw cut parallel to

4. Provide a 2% minimum slope for underdrain.

3. Compact granular backfill according to Section 605.

pavement lifts.

2. Place asphalt in 2-inch lifts; apply tack coat between final pavement lift for all asphalt work at the same time.

elevation, superelevation, and profile grade. Complete the

1. Place asphalt pavement patch to match existing roadway

NOTES:

Daylight to fill slope

4" perforated underdrain pipe

33 80

[ft] length (L) Wingwall

[ft] width (W) Out to out

Structure No.

Bridge/Culvert

5140-016P

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

NO SCALE

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TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

VA NP BLRI 1G27 B02

SCHEDULE A

SCHEDULE B

Sheet 1 of 2

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

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TABULATION OF QUANTITIES

PROJECT

C01

Sheet 2 of 2

SCHEDULE C

SCHEDULE D

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

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TABULATION OF QUANTITIES

PROJECT

C02

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SUMMARIES AND SCHEDULES

PROJECT

C03

Sheet 2 of 4

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SUMMARIES AND SCHEDULES

PROJECT

NUMBER

SHEET

C04

NOTES:

and Virginia Standard Highways Signs, Revision 1.

Work Area Protection Manual, Revision 2.1, Virginia's supplement of the Manual on Uniform Traffic Control Devices, Revision 1, Fabricate and install signs within the Virginia Department of Transportation's right-of-way in accordance with the Virginia4.

MUTCD Numbers with a "V" designation reference signs in the Virginia Work Area Protection Manual, Revision 2.1.3.

Refer to Figure TTC-53.0 (Signing for Project Limits) in the Virginia Work Area Protection Manual, Revision 2.1.2.

unless otherwise noted in the plans.

Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition, 1.

Sheet 3 of 4

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SUMMARIES AND SCHEDULES

PROJECT

NUMBER

SHEET

C05

Sheet 4 of 4 and Virginia Standard Highways Signs, Revision 1.

Work Area Protection Manual, Revision 2.1, Virginia's supplement of the Manual on Uniform Traffic Control Devices, Revision 1, Fabricate and install signs within the Virginia Department of Transportation's right-of-way in accordance with the Virginia4.

MUTCD Numbers with a "V" designation reference signs in the Virginia Work Area Protection Manual, Revision 2.1.3.

Refer to Figure TTC-53.0 (Signing for Project Limits) in the Virginia Work Area Protection Manual, Revision 2.1.2.

unless otherwise noted in the plans.

Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition, 1.

NOTES:

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SUMMARIES AND SCHEDULES

PROJECT

NUMBER

SHEET

C06

SCHEDULE B

NO SCALE

See Typical Section

Perform micro milling and overlay, NOTES:

according to Subsection 634.03 or as directed by the CO.

Install new pavement markings that match existing pavement markings2.

Refer to Detail E401-01 for pavement transition construction.1.

(SCHEDULE B)

BEGIN MILL AND OVERLAY

(SCHEDULE B)

END MILL AND OVERLAY

100'

E 11230588.8822

N 3726707.3172

E 11231952.5015

N 3727027.2561

CSX Right of Way

CSX Railroad Limits of James River Bridge

100'

50'

Limits of James River Bridge

Limits of bridge approach

Limits of bridge approach

See Typical Sections patch, type 1 (Bridge)

Construct asphalt concrete pavement

4" BY, Type L

Begin 4" SSY, Type L, Begin 4" SSY, Type L

End 4" SSY, Type L

Begin 4" DSY, Type L

4" BY, Type L, End 4" SSY, Type L, Begin 4" DY, Type L

End 4" DSY, Type L, Begin 4" DSY, Type L

End 4" DY, Type L, End 4" DSY, Type L

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CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

VA NP BLRI 1G27 D01

SCHEDULE C

See Detail E615-02 sidewalk, 5 ft width

Remove and replace asphalt

See Detail E615-02 sidewalk, width varies

Remove and replace asphalt as directed by the CO

Repoint stone curb, ramp

Remove asphalt accessibility

See Detail E619-A

Remove and replace fence (wood post and handrail), 110 ft

Repoint stone wall, 1300 sqft

Remove and reset kiosk

Clean drainage structure in place

See Detail E615-02 sidewalk, 6.5 ft width

Remove and replace asphalt

See Detail ET615-2

Install accessibilty ramp, NOTES:

drainage at the east approach of the pedestrian bridge.

4. Remove and reset stone masonry to provide positive approval from the CO prior to cutting.

3. Survey and flag all trees required for removal. Obtain by the CO.

during construction according to Section 646 and as directed

2. Protect Kiosk and footing during the removal and resetting

1. Reset stone curb as directed by CO.

Remove 3 trees along path stone masonry, 10 sy

Remove and reset

Remove and reset stone masonry, 1 sy

18" spacing

Type C, Solid

Remove and replace 4-inch pavement marking, 1870 ft

Repoint stone masonry paving, stone masonry curb, 10 LF

Remove and reset

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CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

E01 does not leave the project site. Perimeter controls include inlet protection and fiber roll.

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I: Establish Perimeter Controls

Sequence of Construction variance.

(VESCH) and FP-14 detail drawings. Adhere to the Minimum Standards of VESCH unless waived or approved by according to Minimum Standards and Specifications of the Virginia Erosion and Sediment Control Handbook, 3rd Edition otherwise indicated, construct and maintain all vegetative and structural erosion and sediment control practices and maintain all erosion and sediment control measures required for compliance with DEQ regulations. Unless

Erosion and Sediment Control measures including inlet protection and fiber roll are proposed for this project. Install

Erosion and Sediment Control control measures. Direct storm runoff to vegetated buffer areas and do not discharge directly into surface waters.

sediment outside the project limits. Do not allow construction equipment to operate down-slope of the perimenter construction access will be permitted through a wetland or waterway. Do not allow construction vehicles to track

Do not modify the type, size, or location of any measure or practice without prior approval from the CO. No

Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

Erosion and Sediment Control measures are defined and outlined in the Standard Specifications for Construction of

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment. The

General Guidelines

8802.

40 CFR 112. Report spills large enough to discharge to surface waters to the National Response Center at 1-800-424-

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the requirements under on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

clearly marked containers away from other nonwasted materials. Do not dispose of hazardous waste materials into the activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in appropriate and generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, conduct these

Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance could store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty containers. Collect and contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to prevent garbage, and sanitary waste.

materials; fuels, oils, and equipment-related compounds; soaps and solvents used for vehicle washing; and, waste, The following discharges are prohibited: wash-water from concrete, paint, curing compounds, and other construction

Prohibited Discharges

Coefficient prior to construction and after construction will be the same.

No new impervious surface will be created by performing preventative maintenance on the bridge. The Runoff acres. The receiving water is James River.

Soil disturbing activities are minimal for the project. The total disturbed area for the project is approximately 0.16 sidewalk and other miscellaneaous features at the James River Visitor Center and pedestrian bridge access trail.

installing a weatherproof membrane, replacing the existing wearing surface, regrading bridge approaches, replacing bridge substructure cleaning and repairs, removing existing delaminating asphalt, shot blasting the deck surface, Work includes replacing bridge rocker bearings with elastomeric bearings, cleaning and sealing minor cracks, various

Description of Project

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

Dispose of the sediment legally off-site.

Fiber roll - remove sediment deposits from behind the fiber roll when they reach half the height of the device.

wet weather. Repair or replace any damaged measures by the end of the day.

control measures once every 7 days and within 24 hours after a rain event of 0.25 inches or more, and daily during

Section 157, the details shown in the plans, and the individual permitting requirements. Check and maintain erosion

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices according to

Maintenance and Inspection Procedures

Remove all perimeter controls when directed by the CO.

Phase III Final Construction / Stabilization areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging

At the end of each day's grading operations, shape earthwork to minimize and control erosion from storm runoff.

Phase II: Intermediate Controls

Sequence of Construction (continued)

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

100 lnft, both sides

Place soil erosion control, fiber roll at bridge approach, at bridge approach, 100 lnft, both sides

Place soil erosion control, fiber roll

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

BLUE RIDGE PARKWAY

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CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

M02

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE C

BLUE RIDGE PARKWAY

around all sidewalk repair areas

Place erosion control, fiber roll

N

NO SCALE

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P la n S c

P R

O J E

C T

S \b lr i\ g \H

W Y

D

E S

\C A

D D

\M -M

B

L R

I G p ln

.d g n

CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

NUMBER

SHEET

M03

U.S. DEPARTMENT OF TRANSPORTATION

GENERAL NOTES

BLUE RIDGE PARKWAY

5.

Protection Manual, Revision 2.1 for guidance on sign spacing along VDOT maintained roadways.

See Table 6H-5, Recommended Spacing for Advance Warning Signs, in the Virginia Work Area 4.

300 feet prior to the start of the detour route.

prior to the start of the detour route. On all other roadways, install detour signs not less than

On roadways with a posted speed limit below 35 MPH, install detour signs not less than 200 feet 3.

Notify the CO prior to establishing any lane closure and upon the removal of any closure.2.

Refer to the Location Map for the location of the permitted work.1.

Temporary Traffic Control Plan General Notes

VDOT Bedford Residency - Steve Turpin - Highway Permits and Subdivision Specialist Sr - (540) 682-7012

Haz-Mat Center (if spill involved) (804) 897-6500

Amherst County Sheriff’s Office - Bus: (434) 946-9381 Bedford County Sheriff’s Office - Bus: (540) 586-4800 Virginia State Police (Amherst) - Bus: (434) 946-7101 (Area 20) Virginia State Police (Bedford) - Bus: (540) 375-7905 (Area 41) Regional Traffic Operations Center - (540) 375-0170

Emergency 911

Traffic Backup Notifications

VDOT will copy VDOT Appomattox Resident and Emergency Service Providers to ensure awareness.

Prior to set up the detour contact VDOT Bedford Residency for the announcement in the LCAMS System. 8.

c.) Complete the require information to enter the project into VDOT LCAMS System.

b.) Prepare LUP identifying Federal Highway as "Owner" and contractor as the "Agent".

document to VDOT upon request.

a.) $100 application fee and $2500 surety are required for LUP. Provide application and example surety Contact VDOT Bedford Residency to complete the required VDOT Land Use Permit (LUP) before work.7.

CO and VDOT on all PCMS within VDOT right-of-way.

characters per line, 3 lines per phase (panel) and 2 phases (panels). Submit wording for approval by Area Protection Manual (VWAPM) when located on VDOT maintained roadways. Limit messages to 8 Install portable changeable message signs (PCMS) in accordance with Appendix of the Virginia Work 6.

for sign coverings.

from the roadway. Meet the requirements of the Virginia Work Area Protection Manual, Revision 2.1 When signs are not in use along VDOT roadways, cover (post-mounted) or remove (temporary) signs

Sheet 1 of 4

:2 o v e m b e r

G e n e ra l N o te

P

R O

J E

C T

S \b lr i\ g \H

W Y

D

E S

\C A

D D

\N -N

N

P B

L R

I_ G p ln tt c .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

NUMBER

SHEET

N01 levels:GSCOLORFILL|GSBWFILL|GSOUTLINE

1 MILE

DETOUR

1/2 MILE

DETOUR

1 2

W20-2 W20-2

8' TYPE 3 BARRICADE

MOUNT R11-2 ON

MUTCD Numbers with a "V" designation reference signs in the Virginia Work Area Protection Manual, Revision 2.1.4.

Parkway according to Detail E635-01.

Virginia Work Area Protection Manual, Revision 2.1 (Figure 6F.1). Mount and install all signs on the Blue Ridge

For roadways maintained by Virginia Department of Transportation, mount and install all signs according to the 3.

Uniform Traffic Control Devices (MUTCD), latest edition.

Standards (Section 1320). For all other roadways, install traffic control devices in accordance with the Manual on with the Virginia Work Area Protection Manual, Revision 2.1 (Section 6F.03) and the Virginia Road and Bridge

On roadways maintained by the Virginia Department of Tranportation, install traffic control devices in accordance 2.

Maintain all signs along detour routes for the duration of the Blue Ridge Parkway closure as approved by the CO.

Adjust sign locations to fit field conditions as approved by the CO and/or the Virginia Department of Transportation.1.

END

DETOUR

ORTHN

M4-VP1b

M3-1

M4-8a

END

DETOUR

M4-VP1b

M3-3

M4-8a

OUTHS

ORTHN

M4-V2R

M4-VP1b

M3-1

M4-9L (V)

M4-VP1b

M3-3

OUTHS

DETOUR

M4-9R (V)

M4-VP1b

M3-1

DETOUR

M4-V4R

M4-VP1b

M3-1

ORTHN

DETOUR

M4-V1

M4-VP1b

M3-1

ORTHN

DETOUR

M4-V1

M4-VP1b

M3-3

DETOUR

OUTHS

M4-V3L

M4-VP1b

M3-1

DETOUR

ORTHN

M4-9L (V)

M4-VP1b

M3-1

ORTHN

DETOUR

ORTHN

DETOUR

M4-V3L

M4-VP1b

M3-3

DETOUR

OUTHS

M4-9R (V)

M4-VP1b

M3-3

DETOUR

OUTHS

M4-V3R

M4-VP1b

M3-1

ORTHN

DETOUR

M4-V3R

M4-VP1b

M3-3

DETOUR

OUTHS

W20-2

4 5 6 7 8 9 10 11 12

13 14 15 16 17

AHEAD

DETOUR

LOCAL TRAFFIC ONLY

ROAD CLOSED

XX MILES AHEAD

ORTHN

R11-V2

M4-VP1b

M3-1

LOCAL TRAFFIC ONLY

ROAD CLOSED

XX MILES AHEAD

R11-V2

M4-VP1b

M3-3

OUTHS

R11-2 (mod.)

8' TYPE 3 BARRICADE

MOUNT R11-2 (mod.) ON

U.S. DEPARTMENT OF TRANSPORTATION

SIGN KEY

BLUE RIDGE PARKWAY

Panel Style: construction_guide.ssi

M.U.T.C.D.:: 2009 Edition

BORDER

R=3"

TH=1"

IN=0.5"

11.9" 48.2" 11.9"

6'-0"

4.5"

8"C

17.5"

4.5"

8"C

5"

8"C

4.5"

R11-2

NOTES:

NO SCALE

Sheet 2 of 4

ROAD

CLOSED

TRAIL

CLOSED

:2

S e p te m b e r

T

T C

S

IG

N K

E Y

P R

IN

P R

O J E

C T

S \b lr i\ g

\H W

Y

D E

S \C

A D

D \N

-N

N P

B

L R

I_

G p ln tt c .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

NUMBER

SHEET

N02

N

STRUCTURE NO. 5140-016P

VA NP BLRI 1G27

OTTER LAKE

KE

E

R C

NI

P

A R

R E

T

KEE

R

C

RETT

O

See Note 3.

portable changeable message sign.

Install temporary traffic control, See Note 3.

portable changeable message sign.

Install temporary traffic control, Visitor Center

James River Creek Overlook

Lower Otter

Overlook

Otter Lake

See Note 4.

barricade type 3 traffic contol, Install temporary

1 2

Overlook

Terrapin Hill

See View B

See Note 3.

portable changeable message sign.

Install temporary traffic control, See Note 3.

portable changeable message sign.

Install temporary traffic control, See Note 3.

portable changeable message sign.

Install temporary traffic control, See View A

See Detail E635-15

BIL Sign, See Detail E635-15

BIL Sign, SCALE IN FEET

0 1000 2000

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A, SCHEDULE B, AND SCHEDULE D

BLUE RIDGE PARKWAY

DAOR NOLE

R E

V I

R S

E M

AJ

Y A

W K

R A

P E

G

DI

R

EUL

B

KEERC YMALLEB

Refer to Sheet 2 of 4 of the Temporary Traffic Control Plan for sign information.5.

before the bridge closure as approved by the CO.

Place type 3 barricades and install a warning light, type B on the type 3 barricades4.

direction of the CO and VDOT.

along VA Route 130 and U.S. Route 501 in advance of the Parkway closure at the

Parkway as approved by the CO. Place portable changeable message signs

Place portable changeable message signs before the bridge closure on the Blue Ridge3.

Protection Manual, Revision 2.1, for guidance on signs when the detour is not in use.

and Figure TTC-1.1 (Work Beyond the Shoulder Operation) in the Virginia Work Area

On VA Route 130 and U.S. Route 501, see Figure TTC-53.0 (Signing for Project Limits) 2.

on Blue Ridge Parkway for bearing and all other work operations.

for jacking operations and for placement of waterproof membrane. Use Standard 635-6

Use Temporary Traffic Control Plan and Standard 635-5 on the Blue Ridge Parkway1.

NOTES:

D A

O R

N

OL

E

View B N

OSKCAJ

EEL

YA

WHGIH

PETERS CREEK

View A

YA

WKRAP

E

G

DI

R E

U L

B

PARKW

AY

BLUE

RI

D G E

Sheet 3 of 4

:2

S e p te m b e r

T

T C

S C

H E

D U

L E

A P

R

P R

O J E

C T

S \b lr i\ g

\H W

Y

D E

S \C

A D

D \N

-N

N P

B

L R

I_

G p ln tt c .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

N03

VA NP BLRI 1G27

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE C

BLUE RIDGE PARKWAY

Center trail entance to water

Place plastic fence from Visitor pedestrian bridge entrance

Place plastic fence across

N

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

NOTE:

Mount temporary signs on type 3 barricade.

Sheet 4 of 4

NO SCALE

:2

S e p te m b e r

T

T C

S C

H E

D U

L E

C P

R

P R

O J E

C T

S \b lr i\ g

\H W

Y

D E

S \C

A D

D \N

-N

N P

B

L R

I_

G p ln tt c .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

N04

Grate Inlet Bicycle Protection Details 29

Concrete Repair Details 28

Joint Details 27

Concrete Repair - Pier 10 Southeast 26

Concrete Repair - Pier 10 Northwest 25

Concrete Repair - Pier 9 Southeast 24

Concrete Repair - Pier 9 Northwest 23

Concrete Repair - Pier 8 Southeast 22

Concrete Repair - Pier 8 Northwest 21

Concrete Repair - Pier 7 Southeast 20

Concrete Repair - Pier 7 Northwest 19

Concrete Repair - Pier 6 Southeast 18

Concrete Repair - Pier 6 Northwest 17

Concrete Repair - Pier 5 Southeast 16

Concrete Repair - Pier 5 Northwest 15

Concrete Repair - Pier 4 Southeast 14

Concrete Repair - Pier 4 Northwest 13

Concrete Repair - Pier 3 Southeast 12

Concrete Repair - Pier 3 Northwest 11

Concrete Repair - Pier 2 Southeast 10

Concrete Repair - Pier 2 Northwest 9

Concrete Repair - Pier 1 Southeast 8

Concrete Repair - Pier 1 Northwest 7

Typical Section 6

Existing Bearings Details 5

Bearing Details 4

Typical Pier Bearings Replacement 3

Plan and Elevation 2

General Notes and Index 1

SHEET TITLESHEET NO.

INDEX OF BRIDGE PLAN SHEETS

/1

/2

M

P

R O

J E

C T

S \b lr i\ g \B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I G

G N

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

GENERAL NOTES:

Not to Scale th

SCOPE OF WORK

GENERAL NOTES AND INDEX

R01 of 291

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

AASHTO LRFD Bridge Design Specifications, 9 Edition, 2020 with 2021 Interim Revisions.

Design:

SPECIFICATIONS:

Future Wearing Surface: 25 psf (bearings only)

Asphalt Concrete Pavement: 148 pcf

Aluminum Alloys: 175 pcf

Concrete: 150 pcf

Dead Loads:

Structure: H-15

Bearings: AASHTO HL-93

Live Loads:

DESIGN LOADS:

Furnish steel shim plates that conform to ASTM A36.

Furnish steel reinforced elastomeric bearing pad that conform to AASHTO M 251 with 60 Durometer hardness.

Bearings:

Paint new bearing plates to match the color of pedestrian bridge.

color.

Paint pedestrian bridge steel superstructure, hollow tube cross beams and bearing plates to match existing

Prepare and paint structural steel according to Section 563.

Paint:

Furnish non-shrink grout conforming to Subsection 725.13(b).

Grout:

Perform non-destructive testing of welds as follows: Fillet welds-visual 100% manual shielded metal arc welding (SMAW) using low hydrogen electrodes classified E7028.

Perform all welding according to the current AASHTO/AWS D1.5 Bridge Welding Code. Perform welding process

Welding:

Furnish Class HES (High Early Strength) for concrete repairs, f'c = 5000 psi at 28 days.

Structural Concrete:

Furnish reinforcing steel conforming to AASHTO M 31 (ASTM A615), Grade 60 deformed.

Reinforcing Steel:

Galvanize all bolts, nuts, and washers according to ASTM A153.

Furnish washers conforming to ASTM F436.

Furnish nuts conforming to ASTM A563.

Furnish all threaded studs and anchor rods conforming to ASTM F1554 or AASHTO M 314 equivalent, Gr 55.

Furnish all structural steel conforming to ASTM A709 Gr 36.

Structural Steel:

MATERIALS:

notify the CO of any discrepancy between field measurements and dimensions shown on the plans.

Field verify dimensions of the existing structure which are identified as critical to the repair work and spans are secured prior to allowing traffic to pass.

Do not allow any roadway or pedestrian traffic on top of structure during jacking operations. Ensure

CONSTRUCTION:

the existing horizontal clearance are subject to review by CSXT, with no guarantee of approval.

track to any temporary measures to be installed by the Contractor. Any temporary reductions from

CSXT typically requires a minimum horizontal clearance of fifteen feet (15’-0”) from centerline of 10.

horizontal or vertical clearance must be reviewed by CSXT with no guarantee of approval.

during construction, or in the final condition. Any proposed temporary reduction of the existing CSXT does not permit any reduction to the existing horizontal or vertical clearances at any time 9.

this project, then the provisions of the CSXT documents shall govern.

variance between the provisions within the CSXT documents and those of the FHWA as related to project-specific Construction Requirements. In the event there is any discrepancy or perceived Provisions, CSXT Construction Submission Criteria, CSXT Soil and Water Management Policy, and The Contractor must adhere to the provisions of the CSXT Insurance Requirements, CSXT Special 8.

protect its operations and property.

centerline of track. CSXT shall have sole authority to determine the need for flagging required to any work that has potential to foul CSXT track, and any work to be performed within 50 feet of the A CSXT flagman may be required for any work which requires entry onto the CSXT right-of-way, 7.

expense.

potential to impact below-grade facilities. CSXT will mark out existing CSXT facilities at project coordinate with CSXT to have its facilities marked in the field prior to performing work with the CSXT facilities are not subject to "Miss Utility" programs such as Virginia 811. Contractor shall 6.

laws, regulations, statutes and ordinances at all times.

The Contractor shall be required to fully comply with all federal, state, and local environmental 5.

time during construction.

No stormwater or construction generated water may discharge onto the CSXT right-of-way at any 4.

the performance of the project work.

No equipment will be permitted to be staged within 15 feet of track centerline at any time during 3.

equipment during construction. The CSXT right-of-way must remain clear at all times.

The Contractor shall not be permitted to use the CSXT right-of-way for storage of materials or 2.

traffic is not delayed or otherwise impacted due to the work being performed.

project location remain fully capable of carrying rail traffic throughout the work period and rail The Contractor must plan and perform the work in a manner such that the CSXT tracks at the 1.

RAILROAD REQUIREMENTS:

- Clean and paint all fixed rocker bearings assemblies.

Schedule D:

- Remove and replace broken stair nosing. Replace missing stair nosing anchor.

topsoil, and turf establishment for erosion repairs adjacent to wingwall at West abutment.

- Pave slope at abutments and wingwalls to repair erosion damages. Place lean concrete, aggregate

- Install object markers at all approach corners.

- Install bicycle protection crossbars to all inlet grates on vehicular bridge.

- Replace pourable joints in the curbs on vehicular bridge.

- Reset detached vehicular bridge railing sections.

- Replace missing bolts/nuts at vehicular bridge rails.

- Diamond grind concrete deck at joints over three piers on pedestrian bridge.

- Clean and modify vehicular bridge scuppers.

waterproofing membrane, place 2-inch asphalt overlay and asphaltic plug joints.

- Micro mill existing asphalt overlay on vehicular bridge, repair concrete and seal cracks on deck, install

- Clean and paint pedestrian bridge steel superstructure, hollow tube cross beams, and bearing plates.

- Clean and patch spalls, large cracks, and exposed reinforcement.

- Remove vegetation on piers.

- Clean and seal minor cracks over entire structure.

Schedule B

- Replace all expansion rocker bearings with steel reinforced elastomeric bearing pad assemblies.

Schedule A

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

242846 VA VA NP BLRI 1G27

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

DRAWN BY

Christopher Negley

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

REHABILITATION OF JAMES RIVER BRIDGE

September 2024

P R

O J E

C T

S \b lr i\ g

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I

G

P E

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Exp.

C

Normal Water El. 606.00±

PLAN

ELEVATION

1" = 40'-0"

N

Clean and paint all fixed bearings at abutments and piers (Pier 2, 4, 6, 8, and 10). 5.

Replace all expansion bearings at piers (Pier 1, 3, 5, 7, 9, and 10).4.

Do not stage equipment within 15 feet of the railroad track centerline.3.

Provide a minimum of 23 feet of vertical clearance in Span 10 over the railroad tracks at all time.2.

No railroad track crossing by construction vehicles will be permitted.1.

(Typ. all bents)

(See "JOINT DETAILS") asphaltic plug joints

Remove and replace wingwalls, and breastwall (Typ.)

approach rails, Repair concrete at

0.3015%

PIER 1

and broken staircase nosing

Replace in-kind missing rail anchors

(Typ. all bents and both sides of roadway)

(See "JOINT DETAILS")

Replace pourable joints in curbs

PIER 2 PIER 3 PIER 4 PIER 5 PIER 6 PIER 7 PIER 8 PIER 9 PIER 10ABUTMENT 1 ABUTMENT 2

FixExp. Exp.Fix FixExp. Exp.Fix FixExp. Exp.Fix FixExp. Exp.Fix FixExp. Exp. FixFix

(Schedule C) at bridge abutments, pedestrian walkway, and parapet

Repair damaged mortar and missing stonework

Vehicular Bridge

Pedestrian Bridge

Approximate ground line

L Bridge/Roadway

1040'-0"±80'-0"± 80'-0"±

80'-0"± 1040'-0"± 80'-0"±

C u r b

T y p

Approach spanApproach span

Approach span Approach span to repair erosion damage

Pave slope at abutment

PLAN AND ELEVATION

R02

Railroad right-of-way

Railroad right-of-way

L RailroadC1

Existing edge of easement (US Highway)

30'-0"±65'-0"±

L RailroadC

50'-0"±

Existing edge of easement (US Highway) of 292

Notes:

(See Note 4) elastomeric bearings with steel reinforced

Replace expansion bearings

(Typ.)

Install object marker at vehicular bridge approach corner

O u t-to o u t

R o a d w a y

KDN/AS/TP KDN/TP AS/TP

(Typ.)

Clean and paint fixed bearings wingwalls, and breastwalls

Repair concrete at approach rails, 178'-0"±

289'-6"± adjacent to wingwall.

and turf establishment for erosion repairs

Place lean concrete, aggregate topsoil, (Typ.)

(See "GRATE INLET BICYCLE PROTECTION DETAILS")

Clean and modify scupper

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I

G

T Y

P

IC

A L

P

IE

R B

E A

R

IN

G S

R E

P L

A C

E M

E N

T .D

G N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

L Bearing

A

A

5'-0"

"4

9'-"2

4'-6"2

4'-6"4

9'-

SCHEDULE A

L Bearing

L Pier

ELEVATION

PLAN

SECTION A-A

'-6

R and CSXT for review and possible approval.

horizontal clearance needed during jacking procedure to CO

Submit any proposed temporary reduction of existing 5.

Do not place jacking devices under the diaphragm.4.

assembly.

Preparation Standard No. 2, before placing new bearing existing plates with wire brush as specifiied in SSPC Surface

Existing sole plates and masonry plates to remain. Clean

Remove existing grouts pads surrounding existing plates. 3.

not drill into existing reinforcement.

and pier concrete after reinforcement has been located. Do

Determine hole locations for anchor rod into anchor plates 2.

method prior to beginning any bearing work.

Locate pier reinforcement in the field using approved 1.

1'-8"

1/2" = 1'-0"

(Typ.)

not shown for clarity)

(Sole plate and elastomeric bearing w/ steel reinforced elastomeric bearing assembly

Remove and replace existing pier bearings of 293

TYPICAL PIER BEARINGS REPLACEMENT

R03

L PierC

L PierC

C

C

C

L BearingC L BearingC

Notes:

bearings (Typ.)

DETAILS" sheet for exterior

See DETAIL B on "BEARING bearings (Typ.)

DETAILS" sheet for interior

See DETAIL A on "BEARING

C

(Typ.)

L Bearing

C

(Typ.)

L Bearing

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g \B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I G

T Y

P

IC

A L

B E

A R

IN

G

D E

T A

IL

S

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

No Scale

SCHEDULE A

"2

2'-9

"2

2'-9

"4

79"9""4

R

R

"8

2 "8

"8

2"8

DETAIL A

BEARING ASSEMBLY ELEVATION

DETAIL B

"4

2'-3

"4

2'-3

SECTION A-A

(Min. embedment depth)

1'-0" "

1'-10"

SOLE PLATE DETAIL

ELASTOMERIC PAD DETAIL

SECTION B-B

SECTION C-C

anchor plate

Bearing assembly masonry plate

Bearing assembly masonry plate

Bearing assembly pier bearings.

Plate orientation and dimensions mirrored for Southwest and Northeast exterior 5.

plate and existing plate and concrete.

Use non-shrink grout to provide a level bearing surface at the bottom of anchor 4.

material.

Do not paint plates surface that will be in contact with elastometic bearing 3.

environment.

service environments corresponding to ACI 318-14 Table 17.4.5.2 for outdoor

Provide adhesive anchor that is qualified under ACI 355.4, for installation and 2.

experience permanent sustained tension load.

anchors according to FHWA Technical Advisory T5140.34, for anchor that does not

Follow qualification, certification, installation and inspection guidelines for adhesive 1.

L Bearing and studs L Bearing and studs

L Stud (Typ.)

anchor plate

Bearing assembly

L Stud (Typ.)

(Typ.)

masonry plate and counter sink into

" Ø Stud, thread hole2

(Typ.)

masonry plate and counter sink into

" Ø Stud, thread hole2 to remain

Existing sole plate diaphragm

Bottom of existing and elastomeric pad

L Bearing, sole plates, studs, "2

"8

"2

"8

Top of concrete

Face of concrete

Top of concrete anchor rod

L Threaded anchor rod (Typ.)

L Threaded

(Typ.)

" Slotted hole2

" x 34

L 1 and sole plate

L Holes, steel plates

L Sole plate and elastomeric pad

L Bearing, sole plate, studs, and tee beam

L Sole plate, elastomeric pad, (Top and botttom)

" Elastomer cover layer4

" (Typ.)8

(Typ.)

"8

(Typ.)

"4

Typ.

Sole plate Existing diaphragm

(Typ.)

plate

Steel anchor plate

Bearing assembly masonry plate

Bearing assembly

1" (Typ. 3-sides)

(Typ.)

anchor rod

" Ø Threaded4

Non-shrink grout

A

B B

C C

(See note 5)

Pier exterior bearings

(Typ.)

steel plate

5 - 14 Gauge

(Typ.)

" Ø Hole4

"4

6"4 to remain

Existing masonry plate

1" Gap (Typ.)

G a p

G a p

"2

2'-9 of 294

BEARING DETAILS

R04

C

C C

C

C

C

C

C

C C

C

C reinforcement necessary to avoid

Adjust anchor locations as *

T y p

"8

5 "4

1'-10 "8

Notes:

KDN/AS/TP KDN/TP AS/TP

(Typ.)

interior layer

" Elastomer2

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g \B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I G

E X

IS

T

IN

G

B E

A R

IN

G

S .D

G N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2 sole plate (Typ.)

flush with existing

Remove detail to

SCHEDULE A

EXISTING EXPANSION BEARING DETAILS EXISTING FIXED BEARING DETAILS

Not to Scale of 295

EXISTING BEARINGS DETAILS

R05

FOR

IN

FOR

MATI

ON

ONL

Y

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

Repair spalls with exposed reinforcements at end diaphragmPier 3

Repair spalls with exposed reinforcements at end diaphragmPier 1

Reset detached South bottom rail West side

Reset detached South bottom rail East side

Repair spalls and delaminations (Deck underside between beams 1 & 2)

Repair spalls and epoxy coat exposed reinforcements (Beam 1)

Epoxy coat exposed reinforcements (Beam 1-3)

Span 10

Repair spalls and delaminations (West parapet at pier 8)

Reset detached South bottom rail East side

Epoxy coat exposed reinforcements (Deck underside between beams 3 & 4)

Epoxy coat exposed reinforcements (Beam 1)

Span 8

Reset detached South bottom rail West side

Epoxy coat exposed reinforcements (Deck underside between beams 3 & 4) Span 7

Repair spalls and delaminations (Beam 4)Span 2

Repair vertical cracks on curbs and parapets.Approach spans

RepairsLocation

REPAIR TABLE (Beam, diaphragm and deck underside)

M

P R

O J E

C T

S \b lr i\ g \B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I G

T Y

P

IC

A L

S E

C T

IO

N

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Not to Scale

TYPICAL SECTION

AT HANGERAT PIER

33'-0"

Existing pedestrian bridge bearing pads contain asbestos hollow tube cross beams, and bearing plates.

Clean and paint pedestrian bridge superstructure, with waterproofing membrane and install 2-inch thick asphalt wearing surface by micro milling, repair concrete deck, Remove existing asphalt pavement

(Typ. all piers)

Remove vegetation on pier

(See Note 2)(Typ.)

to remove uneven surfaces deck at joints over piers

Diamond grind concrete see REPAIR TABLE

Reset detached bottom rail at vehicular bridge rail (Typ. both sides)

Replace missing bolts/nuts anchor bolts (Typ.)

" Ø x 1'-0" Aluminum4 and tack coat (See Note 8)

Waterproofing membrane

SCHEDULE B

asphalt placement.

Install tack coat after waterproofing membrane, prior to 8.

deck according to Section 413.

Micro mill existing asphalt pavement on vehicular bridge 7.

Subsection 552.19 and as directed by the CO.

Epoxy coat all exposed reinforcements according to 6.

repair.

inch in width to be treated as concrete 4

Cracks more than inch in width; 16

Do not repair cracks equal or less than 5.

Do not repair spalls less than 0.25 SQFT in surface area.4.

sheet.

Repair concrete as shown on "CONCRETE REPAIR DETAILS" 3.

Subsection 501.12.

Grind concrete deck according to Section 502.04(e) and 2.

Install waterproofing membrane according to Section 559.1.

for applicable repairs see REPAIR TABLE

End diaphragm

(Typ.)

Aluminum rail

"(Typ.)

for applicable repairs see REPAIR TABLE

Parapet

(Typ.)

for applicable repairs see REPAIR TABLE

Tee beam

(Typ.)

13'-0"

(Typ.)

3'-6"

(Typ.)

2'-6"

(Typ.)

Aluminum rail

(Typ. at interior diaphragm)

Hanger rod

8'-5""2

9 "2 of 296

TYPICAL SECTION

R06

Notes:

Beam 1 Beam 2 Beam 3 Beam 4

(Looking West)

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g \B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I G

P

IE

R

N

O R

T H

W E

S T

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Not to Scale

WEST ELEVATION NORTH ELEVATION

PLAN (TOP VIEW)

Subsection 552.19 and as directed by the CO.

Epoxy coat all exposed reinforcement according to 4.

repair.

inch in width to be treated as concrete 4

Cracks more than inch in width; 16

Do not repair cracks equal or less than 3.

Do not repair spalls less than 0.25 SQFT in surface area.2.

sheet.

Repair concrete as shown on "CONCRETE REPAIR DETAILS" 1.

Legend:

- Spall - Crack

Reinforcement

- Exposed

5'-0"

"2

32'-2

SCHEDULE B

N of 297

CONCRETE REPAIR - PIER 1 NORTHWEST

R07

Notes:

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I

G

P

IE

R

S

O U

T H

E A

S T

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Not to Scale

EAST ELEVATION SOUTH ELEVATION

REFLECTED UNDERSIDE (BOTTOM VIEW)

5'-0"

"2

32'-2

SCHEDULE B

Legend:

- Spall - Crack

Reinforcement

- Exposed

5'-0" 1

N of 298

CONCRETE REPAIR - PIER 1 SOUTHEAST

R08

Subsection 552.19 and as directed by the CO.

Epoxy coat all exposed reinforcement according to 4.

repair.

inch in width to be treated as concrete 4

Cracks more than inch in width; 16

Do not repair cracks equal or less than 3.

Do not repair spalls less than 0.25 SQFT in surface area.2.

sheet.

Repair concrete as shown on "CONCRETE REPAIR DETAILS" 1.

Notes:

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g

\B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I

G

P

IE

R

N

O R

T H

W E

S T

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Not to Scale

WEST ELEVATION NORTH ELEVATION

PLAN (TOP VIEW)

Legend:

- Spall - Crack

Reinforcement

- Exposed

5'-0"

"2

32'-2

AA

2'-0"

3'-0"

SCHEDULE B

2'-0" 5'-6"

SECTION A-A

N of 299

CONCRETE REPAIR - PIER 2 NORTHWEST

R09

Subsection 552.19 and as directed by the CO.

Epoxy coat all exposed reinforcement according to 4.

repair.

inch in width to be treated as concrete 4

Cracks more than inch in width; 16

Do not repair cracks equal or less than 3.

Do not repair spalls less than 0.25 SQFT in surface area.2.

sheet.

Repair concrete as shown on "CONCRETE REPAIR DETAILS" 1.

Notes:

KDN/AS/TP KDN/TP AS/TP

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

178135

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1323

Structure Number: 5140-016P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BLUE RIDGE PARKWAY

P R

O J E

C T

S \b lr i\ g \B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \R

B

L R

I G

P

IE

R

S

O U

T H

E A

S T

.D G

N

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Not to Scale

EAST ELEVATION SOUTH ELEVATION

REFLECTED UNDERSIDE (BOTTOM VIEW)

5'-0"

"2

32'-2

2'-0"

5'-0" Crack

1'-0" x 6"

1'-0" x 1'-0"

SCHEDULE B

Legend:

- Spall - Crack

Reinforcement

- Exposed

1'-0"

1'-0"

2'-0"

5"

6"

2'-6"

N of 2910

CONCRETE REPAIR - PIER 2 SOUTHEAST

R10

Subsection 552.19 and as directed by the CO.

Epoxy coat all exposed reinforcement according to 4.

repair.

inch in width to be treated as concrete 4

Cracks more than inch in width; 16

Do not repair cracks equal or less than 3.

Do not…