Plans - NP COLO 1C14 1D48 1E15.pdf

Title Sheet

Symbols And Abbreviations

Location Map

Tabulation of Quantities

Erosion And Sediment Control Narrative

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

ADT (2022)

ADT (2042)

DHV

%Truck

D

V (MPH)

50/50

2%

25-50

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max) 8%

C/A None

JAMES CITY COUNTY, VIRGINIA

4290-028P, 4290-029P, AND 4290-031P)

(STRUCTURE NO. 4290-023P, 4290-024P, 4290-025P, 4290-026P,

REHABILITATION OF SEVEN BRIDGES

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NO

A01

A02-A03

A04

C01-C03

M01-M02

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

COLONIAL NATIONAL HISTORICAL PARK

1C14, 1D48, 1E15

PROJECT VA NP COLO

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

"Standard Specifications for Construction of Roads

FEBRUARY 2024

Project Manager

D. WESTON

Lead Designer

J. JOHNSON

Highway Design Manager

K. KHAN

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.47 Miles

BRIDGE:

timber decks, and other miscellaneous work.

paint structural steel, clean and seal concrete decks, repair

Repair concrete spalls, clean and reseal joints, clean and

LANE MILES:

ROAD: WIDTH SURFACE BASEROAD: WIDTH

24' to 38'

SURFACE BASE

Concrete and asphalt

Exposed Aggregate

Base

AggregateColonial Parkway

N

0 4040

SCALE IN MILES

Richmond

Arlington

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

To Richmond

Williamsburg

Pa rkwa y

Colonial

C o lo n ia l

Yorktown

To Newport News and Norfolk

Cheatham Annex

To Wash. D.C.

P k w y

N

0.92 Miles

SCALE IN MILES

0 1 2

PROJECT VA NP COLO 1C14, 1D48, 1E15

PROJECT VA NP COLO 1C14, 1D48, 1E15

10' to 25' Asphalt

Base

AggregateJamestown Loop

Colonial Parkway

N01 Traffic Control Narrative

Traffic Control PlanN02

Standards And DetailsS01-S06

Bridge Design PlanR01-R46

C04-C05

Structure Name Structure No. PMIS Number Last Date of

Inspection

Schedule

B01 Typical Section

B, C

B, C

B, C

<26

100/0

<1%

8%

None

<220

<327

Jamestown Loop

M03 Erosion And Sediment Control Plan

Know what'sbelow.

before you dig.Call

R

811 or 800-552-7001 Virginia 811 va811.com/dig with care

6/12/2023

6/12/2023

6/12/2023

6/14/2023

6/13/2023

6/15/2023

6/14/2023

JAMES RIVER

Jamestown

Y O

R K R

IV

E R

INTERSTATE

INTERSTATE

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F e b r u a r y

U

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S u r2 D fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

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PROJECT

NUMBER

SHEET

VA NP COLO 1C14, 1D48, 1E15 A01

NPS Drwg No. 333/180254NPS PMIS NO. 222594, 222622, 222643, 222642

NPS PMIS No. 222636, 222632, 323954, 0.00EL.

BH TP

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 spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S 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.

V vertical point of intersection vehicles per hour varies design speed

W west 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 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 spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION COLONIAL NATIONAL HISTORICAL PARK

HW

hex.

hdwl.

inv.

ID

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing 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 diameter 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

LW

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

HW

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water 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

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SYMBOLS AND ABBREVIATIONS

PROJECT

NUMBER

SHEET

A02

NPS Drwg No. 333/180254 NPS PMIS No. 222594, 222622, 222643, 222642

VA NP COLO 1C14, 1D48, 1E15

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION

Type 3 barricade

COLONIAL NATIONAL HISTORICAL PARK

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

DI

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

SYMBOLS AND ABBREVIATIONS

:4 e c e m b e r

S

H E

E

H W

Y

D E

S \V

A N

P C

O L

O

C

D

E

\1

P

S

E \C

A D

D \A

-A

N P

C O

L O

C

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PROJECT

A03

VA NP COLO 1C14, 1D48, 1E15

SCALE IN FEET

0 2000 4000

(Structure No. 4290-024P)

Mill Creek Bridge

(Structure No. 4290-025P)

Powhatan Creek Bridge

(Structure No.4290-029P)

Blacks Point Bridge

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

COLONIAL NATIONAL HISTORICAL PARK

1 See Details E635-15

NOTE:

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PROJECT

A04

NPS Drwg No. 333/180254NPS PMIS No. 222594, 222622, 222643, 222642

NPS PMIS No. 222636, 222632, 323954, NP COLO 1C14, 1D48, 1E15VA

(Structure No.4290-031P)

Long Bridge

T r e a s u r e I s la n d R d

Wessex Hundred

Jockey's Neck Trail

Robert Fenton Rd

S ir T h o m a s W a y

(Structure No. 4290-026P)

Isthmus Bridge

(Structure No.4290-028P)

Pitch and Tar Bridge

(Structure No. 4290-023P)

College Creek Bridge

Island Drive East Loop

Island Drive W est Loop

Island Drive

Colonial Pkwy

Sm ith Rd

Captain John pavement asphalt

Existing course base

Existing

Tack coat (Typ.)

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

Varies (See Note)

Pay limits or subgrade.

pavement to expose subbase

Saw cut and remove existing

/2" NMSA, <0.3 Million ESAL.1 Type 2, Place Asphalt concrete pavement, conditions encountered at time of construction.

The CO will determine the patching limits based on

Note:

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION COLONIAL NATIONAL HISTORICAL PARK

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TYPICAL SECTION

PROJECT

B01

NP COLO 1C14, 1D48, 1E15VA

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

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TABULATION OF QUANTITIES

PROJECT

C01

NPS PMIS No. 222636, 222632, 323954, FEDERAL HIGHWAY ADMINISTRATION

SCHEDULE B

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TABULATION OF QUANTITIES

PROJECT

C02

NPS PMIS No. 222636, 222632, 323954, FEDERAL HIGHWAY ADMINISTRATION

SCHEDULE C

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F e b r u a r y

C

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TABULATION OF QUANTITIES

PROJECT

C03

NPS PMIS No. 222636, 222632, 323954, FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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PERMANENT SIGN SUMMARY

PROJECT

C04

NPS Drwg No. 333/180254NPS PMIS No. 222594, 222622, 222643, 222642

NPS PMIS No. 222636, 222632, 323954, FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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CONSTRUCTION SIGN SUMMARY

PROJECT

C05

NPS PMIS No. 222636, 222632, 323954, In general, preserve existing vegetation, trees, and shrubs when possible, and where specifically directed by the CO.

Do not allow any construction equipment to operate or access on the downslope side of perimeter control measures.

Do not allow construction vehicles to track sediment off-site of the project limits.

Do not drive construction equipment in or across flowing waterways.

Control only sediment-laden runoff generated by the project site.

permanently ceased.

disturbed areas as soon as is practical, but no more than 14 days after construction activity has temporarily or

Preventing initial soil erosion is much more effective than trying to control eroded sediment. Therefore, stabilize all

Do not modify the type, size, or location of any control or practice without approval from the CO.

Install all erosion and sediment control measures as shown in the Plans or as directed by the Contracting Officer (CO).

practices in incremental stages as construction proceeds.

activities to ensure economical, effective, and continuous erosion and sediment control. Employ temporary stabilization

Coordinate the installation, use, and removal of erosion and sediment control measures with roadway construction

Special Contract Requirements.

in the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 and the pollution prevention controls. Soil erosion controland turf establishment measures are also defined and outlined waters. The measures consist of stabilization and structural practices, stormwater controls, and other miscellaneous minimize the sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal sediment. The work consists of applying measures throughout the life of the project to control erosion and to

The Erosion and Sediment Control Plan/Location (ESCP) is a guideline for preventing erosion and controlling

1. GENERAL GUIDELINES

EROSION AND SEDIMENT CONTROL NARRATIVE

and ditches according to Sections 624 and 625.

As soon as practical, but not to exceed 14 calendar days, apply permanent turf establishment to the finished slopes more than 14 calendar days or as directed by the CO.

Apply temporary turf establishment and 2-inch topsoil on uncompleted disturbed areas that will remain exposed for

* PHASE II (INTERMEDIATE CONTROLS/STABILIZATION):

not leave the project site. Perimeter controls include silt fence.

Prior to bridge repair and improvements, construct perimeter controls to ensure that any disturbed sediment does

* PHASE I (ESTABLISH PERIMETER CONTROLS):

Unless otherwise noted, sequence of construction phasing applies to all areas of work.

B. SEQUENCE OF CONSTRUCTION

concrete decks, repairing timber decks, and other miscellaneous work.

repairing concrete spalls, cleaning and resealing joints, cleaning and painting structural steel, cleaning and sealing

This project consists of the rehabilitation of several bridges and ramps along the Colonial Parkway. Work includes

A. PROJECT DESCRIPTION

2. SITE DESCRIPTION

of inspection and repairs. Provide the CO with copies every month and the entire record at the completion of the project.

operations. If visible sedimentation is found off-site, take immediate measures to clean up the site. Maintain written records

Replace erosion and sediment control measures that cannot be maintained and those that are damaged by construction during wet weather. Clean erosion and sediment control measures when half full of sediment. Repair measures as necessary.

erosion and sediment control measures at least weekly, but also within 24 hours after a rain at 0.5 inches or more, and daily

Inspect, maintain, and clean all erosion and sediment control measures according to Section 157. Check, clean, and repair

5. INSPECTION AND MAINTENANCE PROCEDURES FOR CONTROLS

measures.

Structural practices used on this project include silt fence, culvert inlet/outlet protection measures, and other approved

4. LIST OF STRUCTURAL PRACTICES

vegetation, and other approved measures.

Temporary stabilization practices used on this project include temporary seeding with mulching, preservation of existing

A. TEMPORARY

3. LIST OF STABILIZATION PRACTICES

Stabilize all areas which are disturbed due to the removal of sediment control devices.

Remove all perimeter controls, silt fence, and other erosion and sediment control measures when directed by the CO.

Remove all perimeter silt fence only after turf is well established.

Remove silt fence and inlet protection only after all upslope areas are stabilized and vegetation is well established.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

has not established.

Where necessary, replace eroded topsoil and reapply permanent turf establishment to disturbed areas where vegetation

After completion of construction, perform the following as directed by the CO:

* PHASE III (FINAL CONTROLS/STABILIZATION):

remaining in place longer than 14 days or when directed by the CO.

Provide silt fence around all stockpiled roadway material. Apply temporary mulch or temporary turf establishment to stockpiles

Do not allow ponded water to encroach into travel lanes.

traffic.

In order to prevent traffic hazards caused by ponded water on the roadway, do not install inlet protection at inlets adjacent to

Install temporary inlet protection to any inlet, susceptible to receiving sediment laden water.

When directed by the CO, apply temporary mulch to all disturbed slopes at the end of each day's operations.

temporary turf establishment.

To control erosion during the time periods between seeding seasons shown in Section 625, apply temporary mulch in lieu of

U.S. DEPARTMENT OF TRANSPORTATION COLONIAL NATIONAL HISTORICAL PARK

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01 must be addressed.

standards (from the Virginia Erosion & Sediment Control Regulations, MS-1MS-19 of the Virginia Erosion & Sediment Control Handbook. All applicable minimum

This section presents the guidelines & requirements identified in Chapter 6

VESCH Minimum Standards (MS-19) dormant for more than one year.

stabilization shall be applied to areas to be left dormant for longer than 13 days. Permanent may not be at final grade but will remain applied within seven days to denuded areas that of the site. Temporary soil stabilization shall be days after final grade is reached on any portion shall be applied to denuded areas within seven

1. Permanent or temporary soil stabilization transferred off-site.

on-site and borrow areas or soil intentionally stabilization shall be applied to all soil stockpiles

Temporary protection and permanent or protected with sediment trapping measures.

stockpiles and borrow areas shall be stabilized

2. During construction of the project, soil enough to survive and will inhibit erosion.

ground cover is achieved that is uniform, mature shall not be considered established until a permanently stabilized. Permanent vegetation established on denuded areas not otherwise

3. Permanent vegetative cover shall be takes place.

made functional before upslope land disturbance step in any land-disturbing activity and shall be to trap sediment shall be constructed as a first sediment barriers and other measures intended

4. Sediment basins and traps, perimeter dikes, other diversions immediately after installation.

earthen structures such as dams, dikes and

5. Stabilization measures shall be applied to

24 hours.

integrity of the basin during a 25-year storm of shall at a minimum maintain the structural yards/acre of drainage area. The outfall system minimum storage capacity of 134 cubic drainage areas less than three acres with

Sediment traps shall be constructed to control drainage area to be served by the trap or basin.

designed and constructed based upon the total

6. Sediment traps and sediment basins shall be corrected.

slope stabilization measures until the problem is stabilization shall be provided with additional excessively within on year of permanent erosion. Slopes that are found to be eroding constructed in a manner that will minimize

7. Cut and fill slopes shall be designed and flume or slope drain structures.

adequate temporary or permanent channel, or fill slopes unless contained within an

8. Concentrated runoff shall not flow down cut

14 days.

remain dormant for longer than denuded areas which will temporary stabilization to all temporary seeding or other

1. Contractor must apply

2. Not Applicable project site without approval.

soil can be brought into the all denuded areas. No foreign mix, approved by the CO, to topsoil and permanent seed

3. Contractor must apply any land disturbing activity.

perimeter controls prior to

4. Contractor must establish

5. Not Applicable

6. Not Applicable

7. Not Applicable remain sheet flow.

8. Not Applicable. All flow must provided adequate drainage or other protection shall be

9. Whenever water seeps from a slope face, otherwise treated to remove sediment.

conveyance system without first being filtered or so that sediment-laden water cannot enter the operable during construction shall be protected

10. All storm sewer inlets that are made channel and receiving channel.

shall be installed in both the conveyance required temporary or permanent channel lining operational, adequate outlet protection and any conveyance channels or pipes are made

11. Before newly constructed stormwater armored by non-erodible cover materials.

Earthen fill may be used for these structures if construction of causeways and cofferdams.

Non-erodible material shall be used for the greatest extent possible during construction.

transport and stabilize the work area to the minimize encroachment, control sediment performed, precautions shall be taken to

12. When work in a live watercourse is shall be provided.

crossing constructed of non-erodible material month period, a temporary vehicular stream construction vehicles more than twice in any six-

13. When a live watercourse must be crossed by live watercourses shall be met.

regulations pertaining to working in or crossing

14. All applicable federal, state, and local watercourse is completed.

stabilized immediately after work in the

15. The bed and banks of a watercourse shall be addition to other applicable criteria:

accordance with the following standards in

16. Underground utility lines shall be installed in

9. Not anticipated.

10. Not Applicable.

11. Not Applicable.

channel impacts.

measures to minimize in-stream protection

12. Contractor must install

13. Not Applicable.

and local regulations.

all applicable federal, state,

14. Contractor must follow construction.

areas subject to in-stream immediately restabilize the

15. Contractor must and promote stabilization.

properly compacted in order to minimize erosion

D. Material used for backfilling trenches shall be accordance with these regulations.

E. Re-stabilization shall be accomplished in complied with.

F. Applicable safety regulations shall be sedimentation.

stabilized to prevent further erosion and temporary measures shall be permanently soil areas resulting from the deposition of authority. Trapped sediment and the disturbed otherwise authorized by the local program measures are no longer needed, unless final site stabilization or after the temporary measures shall be removed within 30 days after

18. All temporary erosion and sediment control performed.

outfall of the pipe or pipe system shall be sites, downstream stability analyses at the channel, pipe, or storm sewer system. For those into adequate natural or man-made receiving development site shall be discharged directly

Concentrated stormwater runoff leaving a the following standards and criteria.

storm of 24-hour duration in accordance with of stormwater runoff for the stated frequency increases in volume, velocity and peak flow rate sediment deposition, erosion and damage due to development sites shall be protected from the

19. Properties and waterways downstream from

D. Not Applicable.

achieved.

permanent stabilization is any disturbed area until

E. Contractor must re-stabilize applicable safety regulations.

F. Contractor to adhere to all within the project area.

streets and allay dust daily

17. Contractor to sweep out.

and prior to project close following final stabilization temporary filter barriers

18. Contractor must remove up-sized culverts.

protection downstream from provide adequacy of channel unless otherwise directed and directly to the open space treated or filtered runoff

19. Contractor must discharge be opened at one time.

A. No more than 500 linear feet of trench may uphill side of trenches.

B. Excavated material shall be placed on the streams on off-site property.

manner that does not adversely affect flowing trapping device, or both, and discharged in a filtered or passed through an approved sediment

C. Effluent from dewatering operations shall be

A. Not applicable

B. Not applicable device prior to discharge.

maintain sediment trapping

Contractor shall install and runoff or groundwater.

discharge sediment-laden

C. Contractor must not land disturbing activities.

individual development lots as well as to larger in this manner. This provision shall apply to shall be allowed only after sediment is removed sediment control disposal area. Street washing shoveling or sweeping and transported to a

Sediment shall be removed from the roads by cleaned thoroughly at the end of the day.

public road surface, the road surface shall be

Where sediment is transported onto a paved or by vehicular tracking onto the paved surface.

be made to minimize the transport of sediment intersect paved or public roads, provisions shall

17. Where construction vehicles access routes

U.S. DEPARTMENT OF TRANSPORTATION COLONIAL NATIONAL HISTORICAL PARK

Sheet 2 of 2

:2

J a n u a r y

D e f a

P R

O J E

C T

S \c o lo

\1 c d e

\H

W Y

D

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\C A

D D

\M

-M

-N P

C O

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C

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N a rr a ti v e .d g n

CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M02

(Typ.)

for pile encapsulation

Limits of disturbance

See Detail E157-11

Install floating turbidity curtain

(Typ.)

for pile encapsulation

Limits of disturbance

See Detail E157-02

Silt fence

WORK ON LAND WORK IN WATER

U.S. DEPARTMENT OF TRANSPORTATION COLONIAL NATIONAL HISTORICAL PARK

NO SCALE

:0 e c e m b e r

D e f a

P R

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C T

S \c o lo

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W Y

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N

CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

M03

GENERAL NOTES

TRAFFIC CONTROL, PHASE I (SCHEDULE A)

TRAFFIC CONTROL, PHASE II (SCHEDULES B AND C)

in the plans, or directed by the CO.

The following general notes apply at all times for the duration of the construction project, except when otherwise noted undesired overlapping of devices. Modifications may include: moving, supplementing, covering, or removing devices.

the CO. Changes may be required when physical dimensions in the plans are not attainable, or result in duplicate or

Adapt the traffic control plans to meet field conditions and provide safe and efficient traffic movement, as approved by of the day. Properly secure the steel plates if traffic is allowed to run over them.

3. Use steel plates to cover trenches in the roadway which cannot be backfilled to the pavement grade by the end

2. Cover or remove all conflicting signs and remove all conflicting striping for each stage, as approved by the CO.

1. Obtain approval from the CO for final locations and spacing of all traffic control devices.

Finish phase I construction before moving to phase II.

Close the Pitch and Tar Bridge, Blacks Point Bridge, and Long Bridge as shown in the Traffic Control Plan sheet.

Remove all traffic control devices from Powhatan Creek Bridge construction and close partial lane width using Temporary Traffic Control Part Lane Width and Shoulder Closure Layout Detail ET 635-11A to work on Isthmus Bridge.

Finish Powhatan Creek Bridge construction before moving to work on Isthmus Bridge.

Remove all traffic control devices from MIll Creek Bridge construction and close partial lane width using Temporary Traffic Control Part Lane Width and Shoulder Closure Layout Detail ET 635-11A to work on Powhatan Creek Bridge.

Finish MIll Creek Bridge construction before moving to work on Powhatan Creek Bridge.

Remove all traffic control devices from College Creek Bridge construction and close partial lane width using Temporary Traffic Control Part Lane Width and Shoulder Closure Layout Detail ET 635-11A to work on MIll Creek Bridge.

Finish College Creek Bridge construction before moving to work on Mill Creek Bridge.

Remove all traffic control devices from phase I construction and close partial lane width using Temporary Traffic Control Part Lane Width and Shoulder Closure Layout Detail ET 635-11A to work on College Creek Bridge.

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION COLONIAL NATIONAL HISTORICAL PARK

:1 e c e m b e r

N

S H

E E

P R

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C T

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TRAFFIC CONTROL NARRATIVE

PROJECT

NUMBER

SHEET

NP COLO 1C14, 1D48, 1E15VA N01

Sign R11-2 (Mod.)

Sign R5-10b2

Sign R11-3a

Mount signs on type 3 barricades.

NOTE:

OR BICYCLES

PEDESTRIANS

NO

LOCAL TRAFFIC ONLY

ROAD CLOSED

1 MILE AHEAD

BRIDGE OUT

Sign R11-24

ROAD

CLOSED

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A, PHASE I

COLONIAL NATIONAL HISTORICAL PARK

:5 e c e m b e r

D e f a

H W

Y

D E

S \V

A N

P C

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\1

P

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D \N

N

P C

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C

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TRAFFIC CONTROL PLAN

PROJECT

NUMBER

SHEET

NP COLO 1C14, 1D48, 1E15VA N02

(Structure No.4290-031P)

Long Bridge

(Structure No.4290-029P)

Blacks Point Bridge

(Structure No.4290-02BP)

Pitch and Tar Bridge

R02

/2

/2

M

P R

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C T

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\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 \0

P R

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C T

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SCOPE OF WORK

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

SCOPE OF WORK:

N/A

R C

O L

O

B

C

D

S C

O P

E .D

G N

A C

T U

A L

F

IL

E

PEDESTRIAN BRIDGE

AND JAMESTOWN VISITOR CENTER

BLACKS POINT BRIDGE, LONG BRIDGE,

ISTHMUS BRIDGE, PITCH AND TAR BRIDGE,

MILL CREEK BRIDGE, POWHATAN CREEK BRIDGE,

REHABILITATION OF COLLEGE CREEK BRIDGE,

- Clean and paint steel superstructure.

Structure Number 4290-026P - Isthmus Bridge

- Clean and paint steel superstructure.

Structure Number 4290-024P - Mill Creek Bridge

- Clean and paint steel superstructure.

Structure Number 4290-023P - College Creek Bridge

Schedule C

028P, 029P, 031P

4290-023P, 024P, 025P, 026P,

- Patch approach asphalt.

Remove vegetation growth along structure.-

- Replace missing anchor bolt nut.

- Repair utility conduits.

- Clean and seal concrete deck.

- Remove existing joint seal and install new pre-compressed hybrid seal.

underside, and curbs.

- Locate and repair all deteriorated concrete at abutments, railings, deck

Structure Number 4290-026P - Isthmus Bridge

- Remove and replace rigid concrete pavement section.

"CONCRETE PILE ENCAPSULATION" sheet.

(FRP) pile jackets on piles according to fiber-reinforced polymer- Place

Unclog weep holes at abutments.-

Remove vegetation growth along structure.-

- Remove existing joint seal and install new pre-compressed hybrid seal.

underside, and abutments.

Locate and repair all deteriorated concrete at the bents, deck -

Structure Number 4290-025P - Powhatan Creek Bridge

Remove vegetation growth along structure.-

- Clean and seal concrete deck.

- Remove existing joint seal and install new pre-compressed hybrid seal.

curbs.

- Locate and repair all deteriorated concrete at abutments, railings, and

Structure Number 4290-024P - Mill Creek Bridge

Remove vegetation growth along structure.-

- Place lean concrete backfill in areas of undermining near wingwalls.

- Clean and seal concrete deck.

- Remove existing joint seal and install new pre-compressed hybrid seal.

curbs.

- Locate and repair all deteriorated concrete at abutments, railings, and

Structure Number 4290-023P - College Creek Bridge

Schedule B

- Replace damaged railing in-kind.

- Patch approach asphalt.

- Repair damages to Bent #36.

- Drive in uplifted deck spikes and install new spike near damaged spikes.

"TIMBER PILE ENCAPSULATION" sheet.

- Place fiber-reinforced polymer (FRP) pile jackets on piles according to washers.

- Clean and apply galvanizing spray to exterior beam bolts, nuts, and

- Tighten loose bolts and replace missing or damaged bolts/nuts.

- Remove and replace 15 glulam deck panels in-kind.

Structure Number 4290-031P - Long Bridge

- Replace damaged railing in-kind.

- Patch approach asphalt.

- Remove leaning trees near west abutments.

- Drive in uplifted deck spikes and install new spike near damaged spikes.

"TIMBER PILE ENCAPSULATION" sheet.

- Place fiber-reinforced polymer (FRP) pile jackets on piles according to

- Reattach loose superstructure bridging.

- Remove and replace pile bent cross bracing at Bents #15 and #16.

washers.

- Clean and apply galvanizing spray to exterior beam bolts, nuts, and

- Tighten loose bolts and replace missing or damaged bolts/nuts.

- Remove and replace 12 glulam deck panels in-kind.

Structure Number 4290-029P - Blacks Point Bridge

- Patch approach asphalt.

washers.

- Clean and apply galvanizing spray to exterior beam bolts, nuts, and

- Tighten loose bolts and replace missing or damaged bolts/nuts.

- Remove and replace gulam deck in-kind.

- Remove and replace timber railing.

Structure Number 4290-028P - Pitch and Tar Bridge

Schedule A

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

168 1/1656 10/1662 6/1613

168 1/1653 12/1653 12/1612

168 1/1652 4/1651 3/1611

168 1/1652 4/1651 3/1610

168 1/1651 9/1655 4/169

168 1/1654 7/1652 13/168

168 1/1650 13/1654 13/167

168 1/1651 12/1653 14/166

168 1/1650 11/1653 9/165

168 1/1652 9/1651 14/164

168 1/1650 13/1655 2/163

168 1/1656 9/1660 9/162

168 1/1648 1/1648 1/161

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

203 7/16211 12/166

199 5/16201 8/165

198 10/16204 12/164

202 1/16204 2/163

200 9/16198 7/162

206 7/16212 3/161

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

R04

M

P R

O J E

C T

S \c o lo

\1 c d e

\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 \0

P R

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C T

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(STRUCTURE 4290-028P)

DECK PANEL LAYOUT

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

Notes:

layout.

3. See "TYPICAL DECK PANEL SPIKE LAYOUT" sheet for spike

Place panel with Dim "A" on the west side of bridge.2.

Verify span dimensions before fabricating panels.1.

Not to Scale

N

: 4290-028P

2 1 1 3 4 1 1 5 6 1 1 7 8 1 1 9 10 1 1 11 12 1 1 13

C Abutment #2L

C Bent #5L C Bent #4L

C Bent #3L C Bent #2L C Bent #1L C Abutment #1L

Tour Road

C Jamestown IsleL

See Detail A

DECK PANEL PLAN

DETAIL A

6 1 1 7

C Bent #4L

C Bent #3L

End Bridge

Begin Bridge

PITCH AND TAR BRIDGE

SCHEDULE A

R

C

O L

O

B

C

D

D e c k

P a n e l

L a y o u t_

P .D

G N

A C

T U

A L

F

IL

E

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dim "X" (West side)

Dim "A"

Dim "Y" (East side)

Dim "B"

°90°

90°

° 9

°9

° 9

D im

R05

M

P R

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C T

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\1 c d e

\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 \0

P R

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C T

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(STRUCTURE 4290-029P)

PLAN AND ELEVATION

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

R

C

O L

O

B

C

D

P

E

P

.D G

N A

C T

U A

L F

IL

E

Notes:

No Scale

4 glued laminated panel

(Typ.)

Elev. 328.61'

Begin Bridge

Elev. 327.52'

End Bridge

Isle Tour Road

L Jamestown C

Direction of Traffic

51 41 31 21 11 01 9

1PLAN

ELEVATION

R

A p p r o x

.o N nap S

0.268%

Existing ground

Abutment 2 Bent 23 Bent 22 Bent 21 Bent 20 Bent 19 Bent 18 Bent 17 Bent 16 Bent 15 Bent 14 Bent 13 Bent 12 Bent 11 Bent 10 Bent 9 Bent 8 Bent 7 Bent 6 Bent 5 Bent 4 Bent 3 Bent 2 Bent 1 Abutment 1

: 4290-029P

(See Note 7) bent cross bracing in-kind

Remove and replace pile

BLACKS POINT BRIDGE

SCHEDULE A

N

DETAIL A

(Typ.)

for Pile encapsulation

Limits of disturbance

See Detail A

(See Note 6)

FRP jackets

Retrofit piles with

)yawdaor fo L gnola derusaem( "4-'404 C

CL E

nd ben t

End of dec k p ane l

L End bent

End of deck panel

C in superstructure (Typ.)

Reattach loose bridging in-kind (See Note 2)

Replace damaged railing near damaged spikes spikes and install new spike

Drive in uplifted deck

)dleif eht ni demrifnoc eb ot egdirb fo htgneL( width)

(10' long x full roadway pavement patch, type 2

Asphalt concrete width)

(10' long x full roadway pavement patch, type 2

Asphalt concrete

MLW

in-kind (See Note 1) damaged glulam deck panels

Remove and replace 12

#15 and #16.

7. Remove and replace existing pile bent cross bracing at bents or below the MLW elevation sheet for details. Portions of the FRP jackets will be installed at center piles at bent #16. See "TIMBER PILE ENCAPSULATION"

Install Fiber-Reinforced Polymer (FRP) jackets on north and 6.

layout.

5. See "TYPICAL DECK PANEL SPIKE LAYOUT" sheet for spike recommendations.

washers according to Section 555 and manufacturer's

Clean and apply galvanizing spray to beam bolts, nuts, and 4.

Tighten loose bolts and replace missing or damaged bolts/nuts. 3.

replacement of gulam deck panels.

2. Replace in-kind any railing sections damaged during locations, and submit to the CO for approval.

Before replacing deck panels, identify damaged areas and 1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

24 Spans @ 16'-10" (approx.) = 405'-4"

9'-0"

R06

M

P R

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C T

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

: 4290-029P

BLACKS POINT BRIDGE

SCHEDULE A

Not to Scale

CL Abutment #2

End Bridge

CL Bent #23

CL Bent #22

CL Bent #21

CL Bent #20

CL Bent #19 CL Bent #18

CL Bent #17 CL Bent #16 CL Bent #15 CL Bent #14 CL Bent #13

CL Bent #12

CL Bent #11

Match line

CL Bent #11

CL Bent #10

CL Bent #9 CL Bent #8

CL Bent #7

CL Bent #6 CL Bent #5

CL Bent #4 CL Bent #3

CL Bent #2 CL Bent #1

C

Match line

Begin Bridge

L Abutment #1

L of Jamestown Isle Tour Road

Direction of traffic

N

1 4 5 1 1 2 6 1 1 7 8 1 1 9 1 1 11 12 1 1 13 14 1 1 15 16 1 1 17 18 1 1 19 20 1 1 21 22 1 1 23 24 1 1

26 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1

1 1

27 28 29 30

31 32 33 34 35 36 37 38 39 40 41 42

43 44 45 46

DECK PANEL PLAN

(Stringer lines, not shown)

See Detail "A"

(STRUCTURE 4290-029P)

DECK PANEL LAYOUT - 1

Notes:

CL Bent #6

36 36 1 1 37 38

DETAIL A

C

R C

O L

O

B

C

D

D e c k P a n e l

L a y o u t_

P

.D G

N A

C T

U A

L F

IL

E dimensions.

4. See "DECK PANEL LAYOUT-2" sheet for panel and span layout.

3. See "TYPICAL DECK PANEL SPIKE LAYOUT" sheet for spike

Place panel with Dim "A" on the north side of bridge.2.

Verify span dimensions before fabricating panels.1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dim. "X" (North side)

Dim. "A"

Dim. "Y" (South side)

Dim. "B"

D im

168 1/1650 6/1651 15/1613

168 1/1649 10/1653 1/1612

168 1/1652 10/1654 10/1611

168 1/1651 15/1656 10

168 1/1652 9/1652 9/169

168 1/1651 10/1654 8

168 1/1651 7/1652 9/167

168 1/1649 10/1654 12/166

168 1/1651 14/1654 15/165

168 1/1652 7/1653 7/164

168 1/1650 10/1655 4/163

168 1/1653 10/1653 10/162

168 1/1648 1/1648 1/161

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1652 13/1655 8/1626

168 1/1650 1/1652 7/1625

168 1/1653 3/1650 4/1624

168 1/1650 14/1655 8/1623

168 1/1650 15/1654 10/1622

168 1/1651 14/1652 6/1621

168 1/1651 3/1653 9/1620

168 1/1652 6/1654 7/1619

168 1/1652 54 10/1618

168 1/1649 7/1651 9/1617

168 1/1650 9/1650 9/1616

168 1/1653 1/1656 5/1615

168 1/1652 6/1657 3/1614

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1651 9/1651 9/1639

168 1/1651 7/1653 7/1638

168 1/1651 54 2/1637

168 1/1649 14/1654 14/1636

168 1/1654 2/1655 7/1635

168 1/1654 8/1656 10/1634

168 1/1650 13/1652 13/1633

168 1/1650 3/1653 1/1632

168 1/1653 54 12/1631

168 1/1653 54 8/1630

168 1/1650 13/1653 9/1629

168 1/1650 13/1653 4/1628

168 1/1653 15/1654 15/1627

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1659 8/1659 8/1648

168 1/1659 13/1657 6/1647

168 1/1647 7/1656 10/1646

168 1/1653 10/1655 9/1645

168 1/1654 13/1654 13/1644

168 1/1650 11/1652 9/1643

168 1/1651 10/1651 12/1642

168 1/1650 4/1653 11/1641

168 1/1649 1/1654 10/1640

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

197 15/16206 3/1613

199 5/16198 12/1612

202 13/16206 8/1611

197 10/16202 14/1610

202 1/16205 5/169

197 1/16201 15/168

204 11/16208 1/167

196 15/16205 1/166

199 201 5

195 6/16204 6/164

198 7/16200 6/163

204 8/16206 7/162

203 6/16210 2/161

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

209 3/16209 3/1624

199 2/16204 12/1623

201 9/16204 10/1622

197 2/16203 6/1621

200 4/16202 10/1620

200 10/16206 11/1619

196 1/16201 18

201 7/16209 9/1617

196 1/16198 4/1616

200 8/16205 2/1615

199 2/16201 15/1614

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

R07

M

P R

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C T

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\1 c d e

\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 \0

P R

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(STRUCTURE 4290-029P)

DECK PANEL LAYOUT - 2

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

N/A

: 4290-029P

BLACK POINT BRIDGE

SCHEDULE A

R C

O L

O

B

C

D

D e c k P a n e l

L a y o u t_

P

.D G

N A

C T

U A

L F

IL

E

Notes:

1. See "DECK PANEL LAYOUT-1" sheet for deck panel plan.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R09

M

P R

O J E

C T

S \c o lo

\1 c d e

\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 \0

P R

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

: 4290-031P

LONG BRIDGE

SCHEDULE A

Not to Scale

CL Abutment #2

End Bridge

CL Bent #40

Begin Bridge

N

DECK PANEL PLAN

(Stringer lines, not shown)

(STRUCTURE-031P)

DECK PANEL LAYOUT - 1

R

-B

C O

L O

B

C

D

D

E C

K -P

A N

E L

-L A

Y O

U T

.D

G N

A C

T U

A L

F

IL

E

CL Bent #39

CL Bent #38 CL Bent #37

CL Bent #36 CL Bent #35 CL Bent #34 CL Bent #33 CL Bent #32 CL Bent #31

CL Bent #31

39 38 37 36 35 34 33

CL Bent #30 CL Bent #29

CL Bent #28 CL Bent #27 CL Bent #26 CL Bent #25 CL Bent #24 CL Bent #23 CL Bent #22 CL Bent #21

CL Bent #21 CL Bent #20

CL Bent #19 CL Bent #18 CL Bent #17 CL Bent #16 CL Bent #15 CL Bent #14 CL Bent #13 CL Bent #12 CL Bent #11

CL Bent #11 CL Bent #10

CL Bent #9 CL Bent #8 C CL Bent #6 CL Bent #5 CL Bent #4 CL Bent #3 CL Bent #2 CL Bent #1

L Bent #7

CL Abutment #1

Isle Tour Road

L Jamestown C

2 1 1 3 4 1 1 5 6 1 1 7 8 1 1 8 9 1 1 10 11 1 1 12 13 1 1 13 14 1 1 14 15 1 1 16 17 1 1 17

118 1 19 20 1 1 21 22 1 1 23 24 1 1 25 26 1 1 27 28 1 1 29 30 1 1 31 32 1 1 33 34 1 1 35 36 1 1 37

31 30 29 28 27 26 25 24 23 22

38 1 1 39 40 1 1 41 42 1 1 43 44 1 1 45 46 1 1 47 48 1 1 49 50 1 1 51 52 1 1 52 53 1 1 54 55 1 1 56

21 20 19 18 17 16 15 14 13 12

11 10 9 8 7 6 5 4 3 2 1

57 1 1 58 59 1 1 60 61 1 1 62 63 1 1 63 64 1 1 65 66 1 1 67 68 1 1 69 70 1 1 71 72 1 1 73 74 1 1 75 76 1 1 77

Span No.

See Detail "A"

N

N

N

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

168 1/1653 4/1657 11/1639

168 1/1656 15/1654 6/1638

168 1/1651 13/1653 7/1637

168 1/1653 52 3/1636

168 1/1653 3/1655 11/1635

168 1/1652 1/1656 11/1634

168 1/1654 12/1651 10/1633

168 1/1651 9/1654 1/1632

168 1/1655 4/1651 13/1631

168 1/1653 12/1654 2/1630

168 1/1650 14/1651 15/1629

168 1/1650 12/1652 11/1628

168 1/1654 12/1653 11/1627

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1661 7/1659 11/1677

168 1/1652 3/1656 11/1676

168 1/1653 11/1650 75

168 1/1651 15/1651 15/1674

168 1/1652 8/1656 8/1673

168 1/1656 15/1652 2/1672

168 1/1653 6/1656 9/1671

168 1/1653 56 9/1670

168 1/1656 15/1654 15/1669

168 1/1654 8/1657 10/1668

168 1/1652 10/1650 12/1667

168 1/1652 5/1652 5/1666

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1650 3/1658 26

168 1/1655 13/1651 8/1625

168 1/1656 4/1651 3/1624

168 1/1652 5/1655 7/1623

168 1/1655 12/1652 1/1622

168 1/1652 10/1660 21

168 1/1654 9/1657 1/1620

168 1/1655 6/1651 2/1619

168 1/1653 6/1653 14/1618

168 1/1651 12/1653 9/1617

168 1/1654 14/1653 12/1616

168 1/1652 15/1655 9/1615

168 1/1654 12/1653 14

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1652 11/1653 1/1665

168 1/1652 52 15/1664

168 1/1652 13/1653 9/1663

168 1/1655 12/1656 11/1662

168 1/1656 54 13/1661

168 1/1651 6/1652 10/1660

168 1/1653 7/1650 14/1659

168 1/1651 2/1654 5/1658

168 1/1652 53 2/1657

168 1/1654 12/1656 4/1656

168 1/1654 7/1655 15/1655

168 1/1652 10/1650 9/1654

168 1/1650 3/1653 6/1653

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1654 53 6/1613

168 1/1652 2/1652 13/1612

168 1/1651 4/1654 5/1611

168 1/1652 11/1654 6/1610

168 1/1652 15/1654 9

168 1/1650 9/1652 15/168

168 1/1650 15/1655 2/167

168 1/1652 1/1654 2/166

168 1/1652 5/1652 13/165

168 1/1650 55 3/164

168 1/1653 12/1654 12/163

168 1/1660 4/1660 1/162

168 1/1648 1/1648 1/161

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

168 1/1658 2/1654 15/1652

168 1/1648 6/1652 14/1651

168 1/1650 10/1650 4/1650

168 1/1656 7/1656 49

168 1/1656 56 10/1648

168 1/1653 1/1654 5/1647

168 1/1655 5/1652 6/1646

168 1/1652 1/1657 2/1645

168 1/1655 1/1654 44

168 1/1653 4/1653 12/1643

168 1/1654 12/1652 4/1642

168 1/1651 2/1654 8/1641

168 1/1653 4/1652 4/1640

(in.)

Dim 'C'

(in.)

Dim 'B'

(in.)

Dim 'A'

Mark

Panel

Panel Dimensions

198 13/16200 13

205 3/16208 4/1612

199 3/16203 9/1611

200 14/16199 10/1610

207 13/16207 9/169

201 10/16203 4/168

200 12/16201 12/167

201 199 2/166

207 8/16208 10/165

202 6/16209 3/164

205 8/16204 11/163

201 11/16198 1/162

209 11/16212 7/161

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

197 11/16200 11/1626

205 1/16201 15/1625

202 6/16201 12/1624

201 5/16208 7/1623

200 14/16201 10/1622

206 4/16208 2/1621

200 6/16202 13/1620

204 202 1/1619

203 4/16207 3/1618

204 7/16202 12/1617

208 7/16208 11/1616

195 1/16199 3/1615

212 5/16205 14/1614

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

199 2/16205 5/1639

197 3/16201 14/1638

201 11/16204 7/1637

199 7/16203 4/1636

204 2/16202 13/1635

205 8/16202 1/1634

203 14/16205 6/1633

199 10/16203 4/1632

204 13/16201 1/1631

203 4/16213 2/1630

204 2/16203 9/1629

208 2/16198 12/1628

200 15/16207 11/1627

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

210 1/16210 14/1641

198 6/16204 1/1640

(in.)

Dim 'Y'

(in.)

Dim 'X'

No.

Span

Span Dimensions

R10

M

P R

O J E

C T

S \c o lo

\1 c d e

\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 \0

P R

O J E

C T

S

.d g n

(STRUCTURE 4290-031P)

DECK PANEL LAYOUT - 2

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

Not to Scale

R C

O L

O

B

C

D

P

E

P

.D G

N A

C T

U A

L F

IL

E

: 4290-031P

LONG BRIDGE

SCHEDULE A

CL Bent #38

7 8 1 1 8 9

DETAIL A

CL Bent #37

Notes:

layout.

3. See "TYPICAL DECK PANEL SPIKE LAYOUT" sheet for spike

Place panel with Dim "A" on the north side of bridge.2.

Verify span dimensions before fabricating panels.1.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dim. "X" (North side)

Dim. "A"

Dim. "Y" (South side)

Dim. "B"

R11

M

P R

O J E

C T

S \c o lo

\1 c d e

\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 \0

P R

O J E

C T

S

.d g n

TYPICAL SECTION

TIMBER BRIDGE

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

Not to Scale

TYPICAL SECTION AT BENTS

"8

: 4290-028P, 4290-029P, 4290-031P bolt

" dia.4 fastened with 1

" Cross bracing8

3" x 7

AND LONG BRIDGE

BLACKS POINT BRIDGE,

PITCH AND TAR BRIDGE,

SCHEDULE A

panel deck

Glued laminated

" x 14'8

Key:

# Pile number

1 2 3

(Looking in the Direction of Traffic)

Pile cap

1'-0" x 1'-0"

10" x 1'-0" or

See Detail A

CL Structure

Notes:

the CO.

according to manufacturer's recommendations, as approved by ties over all bents with the deck being replaced. Attach

3. Attach timber stringer to pile cap with stainless steel hurricane

2. All dimensions are to be verified in the field.

See "CURB DETAILS" sheet for Detail A.1.

"8

TYPICAL SECTION AT MIDSPAN

CL Structure panel deck

Glued laminated

" x 14'8 each end

2 - 6" Spikes @

@ span ctrs.

2" x 4" Bridging

"8

7"8

(Typ.)

(See Note 3)

Hurricane TieR

C

O L

O

B

C

D

T

IM

B E

R T

Y P

-S E

C T

.D G

N A

C T

U A

L F

IL

E

Splice block

Stringer (Typ.)

Pile (Typ.)

Stringer (Typ.)

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

14'-0"

"4

12'-8

1'-0"

1'-9"5'-3"5'-3"1'-9"

14'-0"

"4

12'-8

R12

M

P R

O J E

C T

S \c o lo

\1 c d e

\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 \0

P R

O J E

C T

S

.d g n

BENT REPAIR DETAILS

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

Not to Scale

TYPICAL SECTION AT BENTS

: 4290-031P

LONG BRIDGE

SCHEDULE A

Sister bent cap

CL Structure

Notes:

the CO.

according to manufacturer's recommendations, as approved by ties over all bents with the deck being replaced. Attach

3. Attach timber stringer to pile cap with stainless steel hurricane

725.22.

Furnish and install polypropylene shim conforming to Section 2.

1. All dimensions are to be verified in the field.

A A

SECTION A-A

3" 18"

(Typ.)

(Typ.)

(See Note 3)

Hurricane Tie

R C

O L

O

B

C

D

B E

N T

R E

P A

IR

D

E T

A

IL

S .D

G N

A C

T U

A L

F

IL

E : (See Note 2)

Bents #35 and #36

Shim beam #6 at

Pile

Sister bent cap (Typ.)

Pile cap

Splice block Curb

Splice block

Pile (Typ.)

Cross bracing (Typ.)

Stringer (Typ.)

Stringer

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180254 VA

1D48, 1E15

VA NP COLO 1C14,

222622, 222643, 222642

222636, 222632, 323954, 222594

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

KDN KDN DL

DRAWN BY

Christopher Negley of

DATE BRP NO.BRIDGE PLAN SHEET

November 2023 BRP-131246

COLONIAL NATIONAL HISTORICAL PARK

Structure Number

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

14'-0"

8"8"

R13

M

P R

O J E

C T

S \c o lo

\1 c d e

\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 \0

P R

O J E

C T

S

.d g n

CURB DETAILS

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/2

/2

Not to Scale

R C

O L

O

B

C

D

S E

C T

P

.D G

N A

C T

U A

L F

IL

E

: 4290-028P, 4290-029P, 4290-031P

DETAIL A

CURB ELEVATION

(Exterior Span)

Glued laminated panel deck

" x 14'-0"8 guard wheel

Glulam head bolt

1" Dia. dome block scupper

Glulam spike (Typ.)

head drive

" dome12 head bolt (Typ.)

1" Dia. dome

C…