Plans_PRA-CHOH_212(1).pdf

Title Sheet

Symbols And Abbreviations

Location Map

Tabulation of Quantities

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

SHEET

NO.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ROAD:

WIDTH TYPE

SURFACE:

BASE

ROADBED

ADT (2013)

ADT (2033)

DHV

%Truck

D

V (MPH)

SPECIFICATIONS:

FP-03 U.S.Customary Units.

Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of

BRIDGE:

DESIGN DESIGNATION:

20’ +/-e(max)

C/A

Project Manager Lead Designer

J. Talley

TOTAL

SHEETS

(miles)

Know what’sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NO

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICEN

KEY MAP

STATE OF MARYLAND

SALISBURY

BALTIMORE

CUMBERLAND

FREDERICK

0 4040

SCALE IN MILES

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO CANAL

PROJECT PRA-CHOH 212(1)

WASHINGTON COUNTY, MARYLAND

K. McCool

A N/A

Number

3100-008P substructure of Big Slackwater Bridge.

Rehabilitation of timber deck and steel

Timber bridge deck

< 100 feet

NEAR MILEPOST 84.3

REHABILITATION OF BIG SLACKWATER BRIDGE

Timber Bridge Deck

N/A

N/A

N/A

N/A

Unknown

Unknown

Unknown

Unknown

Unknown

15mph

ALT

HAGERSTOWN

MARTINSBURG

THURMONT

FREDERICK

PURCELLVILLE

LEESBURG

RESTON

ROCKVILLE

GERMANTOWN

WASHINGTON

BALTIMORE

CHANTILLY

STERLING

MIDDLEBURG

HALFWAY

WAYNESBORO

RANDALLSTOWN

340230

SHARPSBURG

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

81 INTERSTATE

INTERSTATE

BOONSBORO

M A R Y L A

N D

INTERSTATE

INTERSTATE

MARYLAND

PENNSYLVANIA

BETHESDA

C H

E S

A P

E A

K E

B A

Y

V

IR

G

IN

IA

W E S T

SCALE IN MILES

0 10 20

N

PRA-CHOH 212(1)

MP 84.3

A1

A2

C1

A1

R1-R9

A3-A5

PMIS # 169496

M1 Erosion and Sediment Control Narrative

Bridge Plans

S1 Standards and Details

#3100-008P

Big Slackwater Bridge, Structure

Bridge

Big Slackwater

0.95 - 0.96

Schedule Description Milepost Length BIP Report

SEPTEMBER, 2013

M

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REG STATE PROJECTNPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

80899

James.Talley Text Box

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Bench mark BM

Begining beg.

Bearing brg.

Balance point BP

Back BK

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve centeral angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

Center to center cc, c-c or c. to c.

Centerline

Drop Inlet DI

Drawing(s) dwg(s), or drwg(s)

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Expansion joint exp. jt.

Excavation exc.

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transision)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original groung OG

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transision)

Tangent distance Ts

(tangent length)

Tangent distance T

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

FO=Fibre optics

T=Telephone, E&T=Joint Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

E=electrical, FO=fibre optics SS=storm sewer, T=telephone, W=water G=gas, O=oil, P=power, SA=sanitary sewer, UNDERGROUND UTILITIES

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

Mile[Kilometer] post M.P[K.P.]

Maximum max.

Material matl.

Mainline M.L.

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

A2

MUTCD - Manual on Uniform Traffic Control Devices, 2009 edition

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO

80899

(OVERVIEW)

LOCATION MAP

A3

Project PRA-CHOH 212(1)

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO

A4

(DETAIL)

LOCATION MAP

Project PRA-CHOH 212(1)

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO

A5

(SITE PLAN)

LOCATION MAP

Route 212 Route 212

C&O Canal

C

O C a n a l

P o to m a c R iv e r

B ig S la ck w a te r P k g

R o u te

Dam No. 4 Road

Dam No. 4 Road

T o M d

R o u te

D a m N o

Potomac River

Structure 3100-008P Project PRA-CHOH 212(1)

(see Note 1) Route 937

Not to Scale

N

See Note 2 Limits of Clearing (typ)

Legend:

Waterline/Shoreline

Existing pavement

Limits of clearing

See Note 3 Remove five trees

4.

3.

2.

1.

Notes:

by the CO.

delineators along the bridge rail as directed the bridge rail and 3" white retroreflective Place Type 3 Object Markers at the ends of maple).

same species (1 sycamore, 2 hickory, 2 trees in-kind with 1-1.5" caliper trees of the by the CO. Do not remove stumps. Replace Remove five trees for site access as directed area as needed and as directed by the CO.

of the CO. Use filter berm to protect the work Limits are subject to change at the direction Clearing limits are 5’ from the abutment.

at the direction of the CO.

accordance with the MUTCD, 2009 edition, or existing NPS gate. Furnish and place sign in No. R11-2) sign on Type 3 Barricade near the with Route 937. Place "Road Closed" (MUTCD Route 212 may be closed at the intersection

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO

TABULATION OF QUANTITIES

C1

M

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO

CONTROL NARRATIVE

EROSION & SEDIMENT

M1

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

end of the day.

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

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

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

inspection of the area as directed by the CO.

After completion of construction, remove trash and leftover construction materials and perform a final

Phase III Final Construction / Stabilization and building materials are not allowed to fall into the canal. Remove any materials from the canal.

Apply intermediate controls as necessary during construction of the new structure. Ensure that trash

Phase II Intermediate Controls not allowed to enter the canal. Do not allow equipment to enter the water.

During removal of the existing structure, ensure that waste or pieces of the existing structure are contained and

Phase I Removal of Existing Bridge Structure

Sequence of Construction

Officer (CO).

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

Contract Requirements.

for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U.S. Customary Units), and the Special measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

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

General Guidelines

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous water materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and 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 prevent 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

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges

Approximately 0.0 acres of new impervious surface will be created by the reconstructed bridge.

The total disturbed area for the project is approximately 0.0 acres. The receiving water is the Potomac River.

No soil disturbing activities are anticipated for this project.

This work includes replacement of the steel substructure and timber deck.

This project consists of the reconstruction of Big Slackwater Bridge over the Chesapeake and Ohio Canal.

Project Description

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO

R01

STATE PROJECT

REGION

PROJECT TEAM LEADER BRIDGE DRAWING

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DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

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NO. DATE BY REVISIONS NO. DATE BY

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GENERAL NOTES:

SPECIFICATIONS:

Construction:

DESIGN LOADS:

Dead Load:

Live Loads:

MATERIALS:

Bearings:

Design:

Miscellaneous Structural Steel:

- MT. - 10% min.

Fillet welds - Visual - 100%

Non-destructive testing of welds shall be performed as follows:

classified E7028.

Perform welding process manual shielded arc welding (SMAW) using low hydrogen electrodes

Perform all welding in accordance with the current AASHTO/AWS D1.5 Bridge Welding Code.

Welding:

2002 and Errata 2003 and 2005.

AASHTO Standard Specifications for Highway Bridges, 17th Edition, Federal Highway Projects, FP-03 (U.S. Customary Units).

Standard Specifications for Construction of Roads and Bridges on

HS 20 Truck

BRIDGE DRAWING NO. DRAWING TITLE

INDEX OF DRAWINGS

GENERAL NOTES AND INDEX

A C

T U

A L F I L E R

N P S

C

O

B S

W

G E

N

N O

T E S .D

G N

Future Wearing Surface: 25 psf.

Timber: 50 pcf.

Timber:

R01

SCOPE OF WORK

5.

4.

3.

2.

1.

Structural Steel:

No scale

Bridge Construction Specifications, using Design Method A, and 50 durometer hardness.

Furnish elastomeric bearing pads conforming to the requirements of Section 18 of the AASHTO retention of 0.60 pcf according to the latest AWPA Standard.

Provide Southern Pine No. 1 timber treated with Chromated Copper Arsenate (CCA) with a minimum

Rail components: Sawn lumber

Deck panels: Nail laminated timber

American Wood Protection Association (AWPA)

Furnish metal for all sole plates conforming to ASTM A36.

Install nail laminated timber deck and wheel guard.

bolts and diaphragms.

Install new steel plate girders, bearing pads, anchor

Clean abutment seat.

and bearings.

Remove existing rolled steel beams, diaphragms, deck.

Remove existing timber curb and timber plank

Wheel Guard Connection

Typical Section and Deck Plan

Bearing Details

Girder Splice Details

Girder Details -2

Girder Details -1

Framing Plan

Plan and Elevation

General Notes and Index and galvanize conforming to ASTM A153.

and washers conforming to ASTM A563 and ASTM F436. Furnish hardware conforming to ASTM A307 to AASHTO M 164, Type 3 (ASTM A325, Type 3) unless otherwise noted on the plans. Furnish nuts

" diameter fasteners conforming8 7connections are slip critical, friction type, Class A, with plate girder web plates, all web and flange splice plates, and all bottom flange plates. All field member components subjected to tensile stress. These member components consist of all

Meet the ASTM A709 Supplemental Requirements, S83 (for Zone 2), and S93 for main load carrying

The contractor is responsible for the stability of the structure during all phases of construction.

up paint on site as specified by manufacturer.

finish to match Federal Standard 595C, Color No. 20059 (brown). Field paint girder splice and touch structural steel. Paint all structural steel at the manufactoring plant. Furnish the top coat with gloss

Grade 50) unless otherwise noted on the plans. Provide a 3 coat, Type 2 paint system on Grade 50

Furnish high-strength low alloy structural steel conforming to AASHTO M 270, Grade 50 (ASTM A709, STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

ROGER LUPB EMA LW

R02

Structure Number

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PROJECT TEAM LEADER BRIDGE DRAWING

DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

NO.

U.S. DEPARTMENT OF TRANSPORTATION

NC MD

ROGER LUPB EMA 9

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

CHOH 212(1)

BRP-1206September 2013

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A C

T U

A L F I L E R

N P S

C

O

B S

W F

R A

M E .D

G N

As shown

N

Begin Bridge

R o a d w a y

End Bridge

" = 51’-7"8 38 spa. @ 6’-5

L StructureC

PLAN

ELEVATION

53’-9" ground line

Approximate existing

PLAN AND ELEVATION

R02

Bridge Length: 53’-9" of backwall at front face

W h e e l g u a r d

W h e e l g u a r d of backwall at front face

Steel impact angle (Typ.)

Existing Abutment 2Existing Abutment 1

(Ty p.)

CLBearings Abutment 1 CLBearings Abutment 2 sheet for detail

See "WHEEL GUARD CONNECTION" block spacing

Scupper

Exp. Fix.

Existing Abutment 2Existing Abutment 1

CLScupper block (Typ.)

’’ = 1’-0’’4 1Scale:

’’ = 1’-0’’4 1Scale:

1" Deck joint (Typ.)

Note:

2.

1.

Match existing deck elevations.

in field prior to ordering material.

Verifiy all dimensions and locations

(see note 2) laminated deck

Skewed nail

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

R03

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PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BY

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FRAMING PLAN

" "4

A C

T U

A L F I L E R

N P S

C

O

B S

W F

R A

M E .D

G N

"4 353’-6

CLBearings Abutment 1 CLBearings Abutment 2

21’-4" 21’-4"

StructureCL

90°Typ.)

Bearing Stiffener (Typ.)

(Typ.)

25°

S p a

S p a

G1

G2

G3

G4

G5

G6

As shown

"8 79’-2

"8 77’-5

5’-9"

4’-0"

"8 79’-2

’’GIRDER DETAILS-2’’ sheet.

Connection plate (Typ.) See

See ’’GIRDER DETAILS-2’’ sheet.

Intermediate diaphragm (Typ.)

CLBolted field splice (Typ.)

’’GIRDER SPLICE DETAILS’’ sheet.

Bolted field splice (Typ.) See

N

"4 313’-4

(Typ.)

"8

R03

’’ = 1’-0’’8 3Scale:

FRAMING PLAN

2’-3"

6"

(Typ.)

End diaphragm

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

R04

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

-S e p -2

:4

A

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

NOTES:

0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 0.7 L 0.8 L 0.9 L0.6 L of Bearings

G I R

D E

R S

CAMBER TABLE

I STEEL D.L. (in.)

III SUPERIMPOSED D.L. (in.)

IV ADDITIONAL CAMBER (in.)

CL

TOTAL = I+II+III+IV (in.) 0

Not to scale

CLAbutment 1

Point no.

Reference line

Span L cambered girder

Top of Web fully

Total Camber

(see note 1.)

deflected girder

Top of web fully

DL Deflection

0.8L 0.9L0.7L0.1L 0.2L 0.3L 0.4L 0.5L 0.6L

CAMBER DIAGRAM - DOUBLE SPAN

CLAbutment 2

CLBearings Abutment 1 CLBearings Abutment 2

GIRDER ELEVATION

’’ = 1’-0’’2 1Scale:

"4 353’-6

’’ web plate16 716’’ x

’’ Bottom flange8 518’’ x 1

’’ Top flange8 518’’ x 1

(Typ.)

(Typ.)

CL Bolted field splice

GIRDER DETAILS - 1

"4 313’-4

II TIMBER DECK D.L. (in.)

0’’ 0’’ 0’’ 0’’ 0’’ 0’’ 0’’ 0’’ 0’’

’’16 1 ’’16

3 ’’4 1 ’’4

1 ’’ 16 5 ’’4

1 ’’4 1 ’’ 16

3 ’’ 16

’’16 1 ’’8

1 ’’8 1 ’’ 16

1’’16 3 ’’ 16

3 ’’ 8 1’’8

1’’16

0’’ 0’’ 0’’ 0’’ 0’’ 0’’ 0’’ 0’’ 0’’

’’ 8 1 ’’16

5 ’’8 3 ’’2

1 ’’16 7 ’’8

3 ’’16 5 ’’ 8

1’’16

A C

T U

A L F I L E R

N P S

C

O

B S

W

G I R

D D

T S .D

G N

1.

As shown

"8

(Typ.)

’’ Bearing stiffener2

1’’ x 2

See "FRAMING PLAN’’ for layout.

’’ Connection plates (Typ.)2 1"x 2

R04 do not have a vertical slope.

Match top of web to fully deflected girder line on bridges that

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

R05

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

-S e p -2

:4

A

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

GIRDER SECTIONS

Scale: 2’’ = 1’-0’’

INTERIOR GIRDER CONNECTION PEXTERIOR GIRDER CONNECTION PBEARING STIFFENERS AT ABUTMENTS L L

CLGirder

(See note 1) or M.B.

C.P.G.W.

Detail A

Detail A

Detail A

T y p

1 1’’

(Typ.)

Detail A

5Detail A

Detail A

Detail A

Detail A

5Detail A

5Detail A

CLGirder CLGirder

B o th s id e s-

’’ Plate8

SECTION B-BDETAIL A

Scale: 3’’ = 1’-0’’

Top of bot. flange

B

B

GIRDER DETAILS - 2

’’8 1’’ 4

+ ’’8

1’’ 4

+ ’’8

1’’ 4

CLGirder

CLGirder

Scale: 2’’ = 1’-0’’

5’-0"

CLBearings Abutment 2

1’-4" at abutment (Typ.)

Bearing stiffner

Near face abutment

GirderCL

"8

CLBearings Abutment 1

CLBearings Abutment 2

"8

Girder

End of

(T yp

GIRDER PLAN DETAIL

Scale: 1’’ = 1’-0’’

(T yp

25°

(Ty p.)

DRIP PLATE DETAIL

Scale: 1’’ = 1’-0’’

(T y p

G1

CLCL Interior GirderExterior Girder

INTERMEDIATE DIAPHRAGM DETAIL

Scale: 2’’ = 1’-0’’

Level

(Typ.)

’’2

C12 x 20.7

(Typ.) AA

3’-9"

(Typ.)

Notes:

M.B. = Mill to bear then fillet weld.

C.P.G.W. = Complete penetration groove weld.

2.

1.

T y p

T y p

(Typ.)

Bottom flange

SECTION A-A

Scale: 3’’ = 1’-0’’

1’-6"

CLGirder

(Typ.)

C12 x 20.7

A C

T U

A L F I L E R

N P S

C

O

B S

W

G I R

D D

T S .D

G N

1" m in.

As shown backwall

Near face stiffener

Bearing

’’2 1" x 2

16 plate

Connection

’’2 1’’ x 2 plate

Connection

’’2 1’’ x 2

R05

’’2

T y p

T y p

(Typ.)

’’ Bearing stiffener2 1’’ x 2

3"

(Typ.) (Typ.)

(End diaphragn similar and coped)

End diaphram shown and coped) (For connection use shim plate if necessary.

(G1 shown, G6 mirror image) of exterior girders

Drip plate at exterior face

3"

2’’ x 8’’ Nail laminated timber deck

T y p aids to the bottom flange of the girders unless noted.

Do not weld forming devices or other construction

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

R06

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

-S e p -2

:4

A

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

SECTION A-A

GIRDER SPLICE DETAILS

A C

T U

A L F I L E R

N P S

C

O

B S

W

G I R

D S

P L I C

E D

T S .D

G N

"4 14’-6

"8 51"2

11 8 Spa. @ 3’’ = 2’-0" "2 11"8

51 8 Spa. @ 3’’ = 2’-0"

CLBolted field splice

Scale: 3’’ = 1’-0’’

A

CLBolted field splice

WEB SPLICE DETAIL

Scale: 3’’ = 1’-0’’

S p a

3 Spa. @ 3’’ = 9"

A

3 Spa. @ 3’’ = 9"

’’4 12’ -

"4 14’-6

CLBolted field splice

"8 51 "8

51 "2 118 Spa. @ 3’’ = 2’-0""2

11 8 Spa. @ 3’’ = 2’-0"

Scale: 3’’ = 1’-0’’

Scale: 3’’ = 1’-0’’

"2 14 "2

143" 3"

Web splice plates

’’)4 3’’ x 1’-3’’ x 4

12 - (2’-

CLGirder

3""2 14"2

143" Exterior top splice plate

’’)4 3’’ x 1’-9’’ x 4

11 - (4’-6

Interior top splice plates

’’)4 3’’ x 4

3’’ x 64 12 - (4’-6

Interior bottom splice plates

’’)4 3’’ x 4

3’’ x 64 12 - (4’-6

Exterior bottom splice plate

’’)4 3’’ x 1’-6’’ x 4

11 - (4’-6

INTERIOR TOP & BOTTOM FLANGE SPLICE PLAN

EXTERIOR TOP & BOTTOM FLANGE SPLICE PLAN

CLGirder

As shown

"2 11 "2

R06

’’Ø A325 bolt (Typ.)8

’’Ø A325 bolt (Typ.)8

CL

bolt (Typ.)

Flange splice

’’ Max. gap4

Notes:

5. Field paint splice splice plate.

4. Field cut timber deck to fit over outside of

3. Expose the heads of the bolts where possible.

plates to privide entering and tightening clearance.

2. Assemble web splice plates prior to flange splice

’’ Dia. bolt entering and tightening clearances.8 71.

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

R07

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

-S e p -2

:4

A

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

GIRDER BEARING PLAN

A

A

GirderCL

CL

CL

CL

8’’ Hole

(each side for fixed bearings) bearings)

(each side for expansion

2’’ x 3’’ Slotted hole

Bearing pad

Anchor bolt

ANCHOR BOLT DETAIL

GirderCL

CL

Scale: 3’’ = 1’-0’’

SECTION A-A

1’’ 1’’ bearing

Laminated elastomeric

Anchor bolt

2 Hex nuts bearing only

’’ Clear at expansion4

BEARING ELEVATION

Plate washer

’’2 1’’ x 5’’ x 62

Scale: 3’’=1’-0’’

Sole plate

Sole plate

CLAnchor bolt

Notes:

Furnish sole plate and washers conforming to AASTO M 270 Grade 36.

Galvanize anchor bolts, hex nuts, and washers in accordance with ASTM A153.

pads conforming to AASHTO M 251.

Furnish Grade 2, 50 durometer hardness, steel laminated elastomeric bearing

CLBearings

SECTION C-C

LAMINIATED ELASTOMERIC BEARING PAD DETAILS

PLAN

" Clr.8

(Typ.)

all sides

C

’’ Interior layer8

’’ Exterior layer8

C

8"

4"

8"

4"

Scale: 3’’ = 1’-0’’

GirderCLCL moulded securely to pad

’’ Steel shims 8 14 -

Not to scale

Not to Scale

BEARING DETAILS

A C

T U

A L F I L E R

X

N P S

C

O

B S

W

B E

A R I N

G D

E T S .D

G N

10"

5"5"

8"

"2 14 "4

38 3"3" "4 38 "2

M in

M in

CL

As shown bearing seat

Existing top of bearing seat

Existing top of

T y p

T y p .)1 bearing seat

Existing top of

T y p

T y p

5.

4.

3.

2.

1.

grout (Typ,) epoxy

Drill and grout (Typ,) epoxy

Drill and anchor bolt

1Fully swedged 1 bearing elastomeric

Laminated

R07

(Typ.)

Anchor bolt

T y p girder

Edge of

"4

Near face of backwall nuts conforming to AASHTO M 291 (ASTM A563 heat treated Grade DH or DH3).

Furnish swedged anchor bolts confroming to ASTM F1554 Grade 36. Furnish hex

Provide non-shrink epoxy grout for anchors.

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Structure Number 3100-008P

R08

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

CHOH 212(1)

BRP-1206September 2013

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE REVISIONS NO. DATE BY

Notes:

Note:

5"

’’4

IMPACT ANGLE

CL

A C

T U

A L F I L E R

C H

O H

T Y P

X S

D

T S .D

G N approved equal

Sikaflex IA or an

JOINT DETAIL

holes @ 24’’

’’ Dia. 16

22’-9"

10’-5" 10’-5""2 111 "2

Profile grade

4" x 24" x 12" Scupper blocks, end block to be flush with ends of deck.

(Typ.)

NEAR ABUTMENT NEAR MIDSPAN

Plate girder

(Typ.)

TYPICAL SECTION

Not to scale

Not to scale

CLStructure

M in

M in

Existing abutment

R08

As shown

" = 1’-0"4 3Scale

1"

1" Dia. backer rod

" thick, uncompressed)8 3(1

AASHTO M153, Type 1

Preformed joint filler centers of scupper blocks. (Typ.)

block and deck. Splice curb only at washers at each scupper block through maximum. Use two 1" dia. bolts with

Curb length 12’-0’’ minimum and 16’-0"

12’’ x 12’’ Curb, continuous each side.

" Thick4 end of the deck.

’’ x 8’’ lag bolts. Recess impact angle flush at the4

’’ dia. holes drilled @ 24’’ spacing to accept16 between curbs. Long leg of each impact angle to have

Use one continuous angle to fit full clear deck width

" = 1’-0"4 1Scale

DECK PLAN

CLStructure

"4 35’-6

" (Measured along the C of gidrer)4 353’-6 L

12 Panels @ 4’-0" = 48’-0"

End panel

(Ty p.)

Impact angle (Typ.)

Deck attachment

(Typ.)

@ 18’’, staggered as shown.

30 penny nails (threaded, hardened-steel)

2’’ x 8’’ Laminated deck nailed with

(Typ.)

head bolt

’’ Ø Dome8

’’STEEL ANGLE BRACKET DETAILS’’

Steel angle bracket, see

STEEL ANGLE BRACKET DETAILS

See ’’DETAIL - 1’’

" = 1’-0"2 1Scale

DETAIL - 1

Girder nail laminated panel

8’’ Thick southern pine

Deck attachment

CL

(Typ.)

Edge of flange

4’-0"

6’’ 6’’1’-0’’1’-0’’1’-0’’

T y p

3"

’’ 4

’’8

Not to scale

CLAngle

’’ 4

4 2’’ x 11 ’’

Slotted hole

Plate grider (Typ.)

Impact angle

"4

T y p a t s p li c e

Beam flange thickness or splice plate thickness

TYPICAL SECTION AND DECK PLAN

1.

2.

3.

4.

5.

specifications.

and splice bolts. Coat exposed timber according to

Cut recesses in deck panels to clear splice plates accordance to AASHTO M 111 or M 232.

Galvanize steel angle brackets, bolts and nuts in

Furnish angle brackets conforming to ASTM A36.

Furnish nuts and bolts conforming to ASTM A307.

Match existing deck elevations.

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

R09

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

ROGER LUPB EMA 9

3100-008P

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

LW

CHOH 212(1)

BRP-1206September 2013

A C

T U

A L F I L E X

X X

X

D G

N

-S e p -2

:4

A

M M

P R

O J E

C T

S c h o h s la c k w a te r b r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

N P

S

C

O

B S

W P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

NC MD

As shownPB EMA 99

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

6" 6" 1’-0" 6"6" 6" 1’-0" 6"

CL Span

(Symmetry) of wheel guards

3" Chamfer at ends

ELEVATION

" = 1’-0"4 3Scale:

WHEEL GUARD CONNECTION

R09 surface

Existing road

"8 34’-5 6" 1’-0" 6""8

34’-5 6" 1’-0" 6""8 34’-5 "8

34’-5 10" of deck. (Typ.)

end block to be flush with ends

4" x 24" x 12" Scupper blocks,Plate girder laminated deck

2" x 8" Nail 1"Ø Bolt (Typ.)

Curb splice (Typ.)

T y p the CO.

guard length 16’-0" minimum except as approved by wheel guards only at centers of scupper blocks. Wheel wheel guard, scupper block and deck as shown. Splice

Use two 1" bolts with washers at each block through

8" x 8" Wheel guards on 4" x 8" x 2’-0" scupper blocks.

STATE PROJECT

SHEET

NO.

REGION

NC MD CHOH 212(1)

Structure Number

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

CHESAPEAKE AND OHIO NATIONAL HISTORICAL PARK

BIG SLACKWATER BRIDGE

BRP-1206September 2013

E157-04

U.S. CUSTOMARY DETAIL

NO SCALE

DETAILDETAIL APPROVED FOR USE

FILTER BERM

Notes:

GRADE (G) *

DITCH

SPACING(S)

CHECK DAM

2%

3%

4%

5%

6%

50 ft 75 ft

33 ft

25 ft

20 ft

16 ft 25 ft

30 ft

40 ft

50 ft

18" HIGH12" HIGH

2% or above 6% ditch grades

* Do not use Check Dams below

USED FOR SLOPE PROTECTION

USED AS A CHECK DAM

TYPICAL SECTION

directed by the CO.

site when no longer required, as

Disperse the compost filter berm on or as directed by the CO.

of the exposed height of the berm, the berm when it has reached 1/3

Remove sediment at the base of directed by the CO.

functional condition at all times, as

Maintain compost filter berm in a in accordance with Section 157.

Provide sock and compost materials

APPROVED : MAY 2011

Stake as required at edge of ditch drawn in and tied off to stake

Excess sock material to be

4.

3.

2.

1.

Filter sock (See Note 1)

Filter Berm (See Note 1)

FLOW

(See Note 1) Filter Berm / Sock trenching.

anchoring with stakes or stones and/or filter sock through either light compaction, To prevent undermining, securely seat the

30’ (typ.)

USED AS INLET PROTECTION

FLOW

7’

Stake as required (typ.)

or greater Finished grade, 2:1 slope

See Note 1.

filled with mulch filter material.

Filter berm comprised of sock

S1

M

P R

O J E

C T

S c h o h (1

P r o j

D e v C

A D

D S td -D e t\ s t1 d e ta il .d g n

T

IM

E

-A u g -2

:2

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

169496 MDNC PRA-CHOH 212(1)

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO