Plans_-_VT_ERFO_APPA_2011-1(3).pdf

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Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

Plans And Profilies

Erosion Control Narrative

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

REG STATE PROJECT

SHEET

NO.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ROAD:

WIDTH TYPE

SURFACE:

BASE

ROADBED

Varies

Varies

ADT (2013)

ADT (2023)

DHV

%Truck

D

V (MPH)

0%

SPECIFICATIONS:

FP-03 U.S.Customary Units.

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

DESIGN DESIGNATION:

12’ +/- Aggregate

Existing e(max)

C/A None

Existing

<10

<10

RUTLAND COUNTY, VERMONT

Project Manager Lead Designer

TOTAL

SHEETS

Know what’sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

A01

SHEET

NO

A01

A02

A03

B01

C01

D01-D02

M01

R01-R18

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

APPALACHIAN NATIONAL SCENIC TRAILN

BURLINGTON

MONTPELIER

ST. JOHNSBURY

RUTLAND

BRATTLEBORO

020 20

VERMONT

STATE OF

KEY MAP

SCALE IN MILES

269 Feet

Sargent Brook Bridge

0.05 Miles

50/50

RAMNIK SATASIYA R. GILLISPIE

N

SCALE IN MILES

NE VT VT ERFO APPA 2011-1(3)

PROJECT VT ERFO APPA 2011-1(3)

VT ERFO APPA 2011-1(3)

PROJECT

VT ERFO APPA 2011-1(3)

PROJECT

12’ aggregate base course

A04 Survey Information

T01-T03 Roadway Cross Sections

Standards And Details

Bridge Plans

S01-S04 and other miscellaneous work and reconstruction of approach road

Replacement of bridge over Sargent Brook

OF TOWN HIGHWAY 13 AT SARGENT BROOK

BRIDGE REPLACEMENT AND ROADWAY RECONSTRUCTION

DISASTER # VT 2011-1(3)

n/a

BRIDGE NAME:

DESCRIPTION:

Adjacent Box Beams

15.25’ Wide Concrete

NOVEMBER, 2013

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.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

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.

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.

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

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=fiber 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.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central 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

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

A02

TYPE III BARRICADE

N

PGL - Profile Grade Line

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

VTNE VT ERFO APPA 2011-1(3)

APPALACHIAN NATIONAL SCENIC TRAIL

A03

ROAD

CLOSED BARRICADE

TYPE III

MOUNT ON

Cold River Rd

C o ld R iv e r R d

Upper Cold River Rd

G ilm a n R d

To w ns hi p

Hi gh w ay

A p p a la c h ia n N

S T

App alac hian

NST

A p p a la c h ia n N

S T

C o ld h a m R d

G r iffith

R d

W il m o u th H il l

R d

Sarg ent B rook

Goul d B roo k

Cold River

G ou ld B ro ok

Rutland City Forest

SCALE IN FEET

0 2000

M o o n sh in e L n

Sta. 10+00

VT ERFO APPA 2011-1(3)

Begin Project

Sta. 12+69.73

VT ERFO APPA 2011-1(3)

End Project

Black on White

48" x 30" = 10 sqft

MUTCD No. - R11-2 crossing Substandard water

TRAFFIC CONTROL MAP

LOCATION & TEMPORARY

.6 m ile s T o N . S h r e w s b u r y

8 miles

To Rutland

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

VTNE VT ERFO APPA 2011-1(3)

APPALACHIAN NATIONAL SCENIC TRAIL

SURVEY INFORMATION SHEET

NAI

L

NAIL

NAIL

NAI

L

NAIL

S9004

N A

IL

N A

IL

NAI

L

N A

IL

N A

IL

6N

A

IL

N A

IL

N A

IL

NAI

L

06N

AI

L

NAIL

NAIL

NAIL

N A

IL

S

N A

IL

NAIL4502

NAIL

N A

IL

00TBAR

N A

IL

N A

IL

P V

C

36" PVC

NAI

L

TB

A R

A Z .2

.5

105.8’

AZ 94.9°

117.6’AZ 78.6°

154.6’AZ 74.3°

AZ 87.3°

135.6’

3.9

AZ 3

8.2

AZ 231.

4°

223.3’

.5’

7.4

AZ 3

8.7

AZ 3

8.1

8.7

AZ 2

.8°

AZ 250.8°

123.4’ 95.

7’

AZ 2

21.

2°

1.

8’

AZ

.4

A Z 0.

9°

.5

.8

A Z .2

A Z

.9

.0

.8

A Z

.3

.1

A Z .0

.1

A Z .4

AZ

.9

98.6’

AZ 51.1

.7

.3

.4

A Z .6

A Z .1

AZ

.7

7.

2’

.0

A Z .1

T A

N K

H O

L D

IN

G

W A T E R

.6

A Z .6

2.

6’

AZ

.1

.3

A Z

.9

M A P L E

TREE

30"

PROJECT CONTROL POINTS

S9004

S9001

NAME

385516.711

385485.861

386159.540

386183.919

386108.175

386357.657

386167.386

386218.840

386105.452

385928.585

385844.767

385705.363

385764.623

385177.930

385264.999

385305.544

385622.384

385553.393

385377.498

385454.369

385468.455

386122.591

386015.306

385755.843

385624.929

385445.282

385510.322

385684.592

NORTHING

1546979.045

1546329.094

1547222.157

1547229.868

1547210.578

1547285.574

1547193.871

1547240.291

1547117.177

1547018.849

1547113.177

1547092.452

1547052.868

1546559.686

1546624.817

1546741.403

1546998.422

1546943.059

1546804.480

1546474.180

1546694.846

1547216.906

1547157.065

1547106.889

1547063.751

1546579.550

1546843.620

1547103.088

EASTING

1747.925

1763.544

1780.193

1780.526

1780.144

1786.279

1768.097

1780.913

1763.162

1754.025

1769.849

1763.934

1747.011

1715.340

1717.569

1723.660

1741.112

1737.285

1727.986

1757.689

1746.326

1780.172

1784.468

1766.725

1757.639

1751.449

1743.051

1765.078

ELEV.

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

TBAR

NAIL

NAIL

NAIL

NAIL

TBAR

TYPE

PROJECT COORDINATE SYSTEM

GEIOD09 (CONUS) GEOID MODEL :

GEODETIC REF SYSTEM 1980ELLIPSOID NAME :

NAVD 1988VERT. DATUM :

NAD 1983 (CONUS)HOR. DATUM :

VERMONT 4400ZONE :

COORDINATE SYSTEM : US STATE PLANE 1983

.5

A Z

.2

Point 14 N 385,507.95 E 1,546,953.35 Sta 12+69.73

Course from PT SARGE-1 to 14 S 87° 18’ 50.92" E Dist 91.28

Chord Bear = N 81° 18’ 45.81" E

Ahead = S 87° 18’ 50.92" E

Back = N 69° 56’ 22.55" E

C.C. N 385,312.45 E 1,546,852.79

P.T. Station 11+78.44 N 385,512.23 E 1,546,862.16

P.C. Station 10+99.04 N 385,500.31 E 1,546,784.19

Mid. Ord. = 3.93

Long Chord = 78.88

External = 4.01

Radius = 200.00

Length = 79.40

Tangent = 40.23

Degree = 28° 38’ 52.40"

Delta = 22° 44’ 46.53" (RT)

P.I. Station 11+39.27 N 385,514.11 E 1,546,821.98

Curve SARGE-1

Curve Data

Course from 13 to PC SARGE-1 N 69° 56’ 22.55" E Dist 99.04

Point 13 N 385,466.34 E 1,546,691.16 Sta 10+00.00

Chain Description

A04

SCALE IN FEET

0 50 100

T o w n H ig h w a y

TYPICAL SECTION

1V:3H

3% 3%

1V:3 H

12’ Traveled way

LC

Existing ground

6" Aggregate Base Grading C or D

CL_SG

LC

6" Aggregate Base Grading C or D e%

12’ Traveled way e%

Existing ground

1V:3H

1V:3 H

PGL

PGL

B01

NORMAL CROWN SECTION

SUPERELEVATED SECTION

Town Hwy 13

Town Hwy 13 excluding traveled way Limits of clearing and grubbing, and turf establishment excluding traveled way Limits of clearing and grubbing, and turf establishment

2. Establish turf according to Section 625 on all slopes.

1. Grade roadside ditches to drain (0.5 percent minimum slope).

NOTES:

Embankment

Embankment

Roadway reconditioning

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

TABULATION OF QUANTITIES

C01

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

6N

A

IL

30" TREE

NAIL

NAIL

S9

NAI

L

P O

T

.0

P C

.0

P T

.4

P O

T

.7

E 1546691.16

N 385466.34

10+00

Begin Project

Proposed edge of gravel road (typ.)

Centerline

Install 125’ Silt Fence

N

SCALE IN FEET

0 10 20

Curve = SARGE-1

PI 11+39.27

R = 200.00’

T = 40.23’

D

L = 79.40’

Install 45’ Silt Fence

Install 60’ Silt Fence

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EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

TOWN HIGHWAY 13

PLAN

REG STATE PROJECT

SHEET

NO.

NE VT VT ERFO APPA 2011-1(3)

OM-3L

OM-3R

Match to existing

E 1546953.35

N 385507.95

12+69.73

End Project end of bridge type 3, 1 on each

Place object markers end of bridge type 3, 1 on each

Place object markers Construction Limits (typ.)

Install 215’ Silt Fence sheets R1-R18

See Bridge Plans

12+53.71.

bridge at 11+88.71 to

Construct single span

APPALACHIAN NATIONAL SCENIC TRAIL

D01

A p p a la c h ia n N

S T

A p p a la c h ia n N

S T

Existing edge of gravel road (typ.)

Sargent Brook

Existing RoW

Existing RoW

TCE

TCE

TCE Area 0.074 Acre

Offset 44.75’

Sta 10+25

Offset 44.75’

Sta 12+00

TCE

Offset 44.75’

Sta 10+99.04

,7

.4

V P I

E L

,7

.0

-3.735%

+1.429

160’ VC 1

,7

.6

K = 31

10+00 11+00 12+00 50 50

APPALACHIAN NATIONAL SCENIC TRAIL

e = 3.0 e = -3.0

Trans -3.0 to 3.0 e = -1.0 e = 1.0

NE VT VT ERFO APPA 2011-1(3)

Proposed roadway profile

Existing ground profile

Elev. 1744.46

Sta. 11+88.71

Begin Bridge

Elev. 1745.34

Sta. 12+53.71

End Bridge

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STERLING, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TOWN HIGHWAY 13

PROFILE

REG STATE PROJECT

SHEET

NO.

10+00

Begin Project

12+69.73

End Project

7 cuyd excavation, 553 cuyd embankment e = -3.0

Trans -3.0 to -1.0

Trans 3.0 to 1.0 Trans to existing

+15 +62

+62 +86

+88

+54

+56Left

Right

D02

El. 1734

OHWL

Sta 10+10

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

CONTROL NARRATIVE

EROSION & SEDIMENT

VT ERFO APPA 2011-1(3)NE VT

APPALACHIAN NATIONAL SCENIC TRAIL

M01 reached their rated capacity.

for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have

Check the filter bags daily during dewatering operations for punctures, tears, or other damage, and rainfall events, or as directed by the CO. Do not cut or empty sandbags on site or in waterways.

Diversion berms - inspect and maintain the temporary diversion berm daily. Repair as needed after it becomes 0.5 ft deep at the fence.

becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when

Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric end of the day.

0.25 inches or more, and daily during wet weather. Repair and 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.

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

Remove all devices used for dewatering.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas

Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.

After completion of roadway construction, do the following as 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 stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to runoff.

At the end of each day�s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 624 and 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days culverts as called out in the Erosion and Sediment Control plans.

Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the

Phase II Intermediate Controls construction limits.

does not leave the project site. Perimeter controls include silt fence and other approved measures outside the

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

Phase I Establish Perimeter Controls

Sequence of Construction

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

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

Requirements.

for Construction of Roads and Bridges on Federal Highway Projects, FP-03, (English) and the Special Contract 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 consists of applying measures throughout the life of the project to control erosion and to minimize the

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

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 contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Regularly inspect and maintain all mechanized equipment used in or near surface water to prevent

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

The total disturbed area for the project is approximately 0.26 acres. The receiving body of water is Sargent Brook.

Soil disturbing activities will include clearing and grubbing and roadway grading.

reconditioning, drainage, and other miscellaneous work.

of Sargent Brook Bridge. This work includes the bridge construction, grading, aggregate base, roadway

This project consists of the reconstruction of a 0.05 mile segment of Town Highway 13 and the replacement

Project Description

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PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

REGION

BRP NO.

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

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C T

S .d

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

GENERAL NOTES

GENERAL NOTES

DRAWING TITLE

SPECIFICATIONS:

Federal Highway Projects, FP-03 (U.S. Customary Units).

Standard Specifications for Construction of Roads and Bridges on

Construction:

Design:

Live loads:

Dead loads:

DESIGN LOADS:

Concrete: 150 pcf.

Reinforcing Steel:

Prestressed Concrete Girders:

Prestressing Steel:

MATERIALS:

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed.

Provide 2" cover for reinforcing steel unless otherwise noted.

f’c = 7,000 psi at 28 days f’c = 5,500 psi at release strands conforming to AASHTO M203.

" unless noted otherwise on the plans.4 3Chamfer exposed edges of all concrete

Furnish class P concrete for prestressed girders.

f’c = 4,000 psi at 28 days.

Bearings:

GEOTECHNICAL REPORT:

For boring logs and other geotechnical information, see Soils and Foundation Report No. 05-13, dated 05-2013.

Provide elastomeric bearing pads conforming to the requirements of Section 18.2 of the AASHTO

LRFD Bridge Construction Specifications, with 60 durometer hardness, follow AASHTO LRFD design method A.

Furnish epoxy coated steel on all superstructure reinforcement.

Furnish Grade 270, 0.6" diameter, seven-wire, uncoated, low-relaxation, prestressing

Wingwall D

Wingwall CWingwall B

Wingwall A

Abut #1 Abut #2

Key

AASHTO LRFD Bridge Design Specifications 2012, 6th edition.

Lateral Earth Pressure: equivalent fluid weight of soil, 0.32 ksf.

HL-93

DRAWING NO.

DRAWING INDEX

A

C T

U A

L F I L E R

A P P

A

G N .D

G N

1No scale

R01 based on estimated losses of 19.35 ksi and 19.10 ksi respectively.

strand is 39,745 lb for interior beams and 39,800 lb for exterior beams;

fpi = 0.75 fpu = 202.5 ksi. The final estimated effective prestress force per

Pre-tension each strand to a total load of 44,000 lb at which load

Boring log

Reinforcing Steel Bar List

Miscellaneous Details

Rail Details 2

Rail Details 1

Framing Plan

Girder Details

Typical Section

Abutment 2 Reinforcement 2

Abutment 2 Reinforcement 1

Abutment 2 Layout

Abutment 1 Reinforcement 2

Abutment 1 Reinforcement 1

Abutment 1 Layout

Foundation Layout

Plan and Elevation

Site Plan

General Notes

Precast, Non-Prestressed Concrete:

Furnish class A(AE) for abutments and wingwalls.

Flow

(cfs)

Proposed

WSEL

(ft)

Proposed

LSEL

(ft)

Proposed

Freeboard

(ft)

6.49412

Event

10 year

25 year

500 year

50 year

100 year

2 year

HYDRAULIC DATA

1735.61

1736.73

1737.29

1737.72

1738.25

1739.37

5.37

4.81

4.38

3.85

2.73

1742.10

1742.10

1742.10

1742.10

1742.10

1742.10

-A u g -2

:1

P

M M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO

VT ERFO APPA 2011-1(3)

August 2013

Bridge Length = 65’-0"

C

C

12+00

Begin Bridge

Sta. 11+88.71

Elev. 1744.46

End Bridge

Sta. 12+53.71

Elev. 1745.34

26°

N

Creek Sargent Brook

L Roadway

L Structure & abutment Existing

SITE PLAN

A C

T U

A L F I L E R

A P P

A S I T

E .D

G N

R02

9’-0"

9’-0"

13’-6"

9’-0"

9’-0"

9’-0"

" = 1’-0"4

A A BB

6’-0"

6’-0"

1:2

1:

13’-6"

9’-0"

Place Riprap, Class 7

Place Riprap, Class 7

Geotextile, Type IV-B

Geotextile, Type IV-B

Riprap, Class 7 Riprap, Class 7

SECTION A-A

SECTION B-B

Diversion Berm Install Temporary Diversion Berm

Install Temporary

(Elev. 1734)

OHWL

(Elev. 1734)

OHWL

(Typ.)

Notes:

Do not remove competent rock to install riprap.

Notify the CO immediately if bedrock is encountered during riprap installation.

Remove existing east abutment and any other remnants of the existing bridge.

2.

1.4

-A u g -2

:1

P

M M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO

VT ERFO APPA 2011-1(3)

August 2013

1-

A u g -2

P

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO

VT ERFO APPA 2011-1(3)

August 2013

N Bridge Length = 65’-0"

C

C

1.429%

CL

Existing groundline

Cat 8’-0" left of L

Existing groundline at 8’-0" right of L

Begin Bridge

Sta. 11+88.71

Elev. 1744.46

End Bridge

Sta. 12+53.71

Elev. 1745.34

1:2

1:

Existing groundline at

Profile grade

C

26°

(Typ.)

1-

A u g -2

P

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

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

VTNE

SARGENT BROOK BRIDGE

ELEVATION

PLAN AND ELEVATION

65’-0"

Creek

Sargent Brook

PLAN

abutment Existing

65’-0"

L Structure &

L Roadway

A C

T U

A L F I L E R

A P P

A P

E .D

G N

R03

Proposed groundline

" = 1’-0"4

6’-0"

(Typ.)

(Typ.)

Fix.

Exp.

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

NO.

REGION

VTNE VT ERFO APPA 2011-1(3)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

BC JEG/BC B. OltmannJJO

-J u l-

:1

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

FOUNDATION LAYOUT

C

T U

A L F I L E R

A P P

A F L .D

G N

L Abutment 1C

C

(Typ.)

L Piles

Sta. 12+53.71

End Bridge

C

L Structure

L Road & C

C

Elev. 1735.42

PLAN

ELEVATION

R04

Sta. 11+88.71

Begin Bridge

Footing

L Abutment 2

Elev. 1728.57

" = 1’-0"8

ABUTMENT 1 ABUTMENT 2

"8

5’-10

"8

5’-10

"8

3’-7

"8

3’-7

1’-0" 1’-0"

1.

Note:

Location

Abutment 1

Abutment 2

10.0

11.0

Resistance (ksf)

Nominal Service Bearing immediately before setting precast footings

Verify the bearing capacity of the foundation soil

Elevation

Assumed Rock

NO.

REGION

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

July 2013

-A u g -2

:5

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO

VT ERFO APPA 2011-1(3)

August 2013

-A u g -2

:5

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

3’-0"

5’-0" 5’-0"

V a r ie s

SECTION A-A

Elev. C

Elev. D

L StructureC

A

A

PLAN

" = 1’-0"2

ELEVATION

1’- 3"

7’-

1’- 3"

7’-

A C

T U

A L F I L E R

A P P

A

A b u t-

L a y .D

G N

R05

ELEVATIONS

ELEV.

Elev. A

Elev. B

Elev. E

Elev. F

Sheet Drain

1" Geocomposite

L Bearing

L Abutment C

C

L Bearing

L Abutment C

C

10’ (max.) 10’ (max.)

Weephole (Typ.)

ABUTMENT 1 LAYOUT

ABUTMENT 1

A

B

C

D

E

F

1744.37

1741.95

1731.07

1728.57

1744.61

1742.19

See Note 2

T y p

8" 2"

(see Note 3)

Pipe Void (Typ.)

Corrugated Metal

1’-9" Galvanized 5’-8"

"2 non-shrink grout

Fill recess with m in

G r o u t

B e d

Grout Shear Key

2"

(Typ.)

1’- 0"

(T yp

4.

3.

2.

1.

Notes:

spa. @ 4’-0" (Typ.)

Leveling Device at 2’-0"

Shims spa.

compressive strength.

abutment stem until grout has reached a minimum 4.0 ksi installation of pre-cast abutment stem. Do not place

Provide grout bed uniformly under pre-cast footing prior to with Self Consolidating Concrete after erection.

Optional 1’-9" CMP void to reduce shipping weight. Fill voids

See "MISCELLANEOUS DETAILS" for additional details and 553.

Precast abutments and wingwalls according to Sections 552

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

#5A1

#5A8

L StructureC

1’-8"

10" =

2 spa.

"2 s p a s p a

A

T y p

PLAN

s p a

ELEVATION

SECTION A-A

#5A1

= 2’-6"

6" 3"

#5A9

A

A

A e .f

T y p

A C

T U

A L F I L E R

A P P

A

A b u t-

R e in f.

D G

N

R06

(Abutment footing not shown for clarity) s p a s p a

#5A14 (e.f.)

3" 3"

(Typ.)

#5A6

#5A6 e .f

T y p

A v a r ie s

" = 1’-0"2

3 spa. @ 10"

10"10" 2’-0"3 spa. @ 11"

= 2’-9"

3 spa. @ 11"

= 2’-9"

3 spa. @ 11"

= 2’-9"

3 spa. @ 11"

= 2’-9"

10" 10"

#5A1

2’-0" s p a

6 spa. @ 11" = 5’-6"3"

B

B

C

C

SECTION B-B

SECTION C-C

#5A2 #5A2 #5A2 #5A2

(Typ.)

#5A5

(Typ.)

#5A7

#5A10

A

#5A12 (varies) (e.f.)

#5A2

#5A7

#5A3 #5A4

(match w/ #5A1)

#5AF1 (Typ.)

(Typ.)

Grouted Splice Coupler

ABUTMENT 1 REINFORCEMENT - 1

A e .f.)

T y p f.f. n.f.

s p a

A f.

f.

A n .f

A e .f s p a

A n .f

A f.

f.

A e .f f.f. n.f.

#5A5

(Typ.)

#5A1

Coupler (Typ.)

Grouted Splice

#5A2

A

A

A w/ #5A2) (Typ.)

#5AF1 (match

(Typ.)

#5A5

(Typ.)

#5A7

(Typ.)

#5A4

#5A3 or

(Typ.)

#5A1 or #5A14 (Typ.)

#5A11 or #5A13

#5A4 #5A3 f.

f.

n .f s p a

A

(Typ.)

#5A9

(Typ.)

#5A10

#5A9 (Typ.)

#5A8 or

(Typ.)

#5A10

"4 12’-8

T y p

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

FOOTING PLAN

#5AF3 (Top & bott.)

ELEVATION

SECTION A-A

#5AF2 (Top & bot.)

R07

A

A

#5A2

#5AF3

T o p b o t.)

A F

T y p s p a

"2

#5AF3 (Top & bot.)

"2 1438 spa. @ 6" = 19’-0"

" = 1’-0"2

(match w/ #5A1, #5A2)

#5AF1 (Typ.)

spa. @ 2’-0" (Typ.)

Grout Port

ABUTMENT 1 REINFORCEMENT - 2

A C

T U

A L F I L E R

A P P

A

A b u t-

R e in f-

.D

G N spa. @ 4’-0" (Typ.)

Leveling Device

#5AF2

13’-0" m in

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

SECTION A-A

Elev. A

Elev. C

Elev. D

L StructureC

A

A

PLAN

" = 1’-0"2

ELEVATION

1’- 3"

7’-

1’- 3"

A C

T U

A L F I L E R

A P P

A

A b u t-

L a y .D

G N

R08

ABUTMENT 2 LAYOUT

Elev. B

Elev. E

Elev. F

L Bearing

L Abutment C

C

L Bearing

L Abutment C

C

Sheet Drain

1" Geocomposite

10’ (max.) 10’ (max.)

7’-

2’-6"3’-0"2’-6"

See Note 2

ELEVATIONS

ELEV. ABUTMENT 2

A

B

C

D

E

F

1745.46

1743.04

1737.92

1735.42

1745.22

1742.80

Weephole (Typ.)

8"

2"

(see Note 3)

Pipe Void (Typ.)

Corrugated Metal

1’-9" Galvanized 5’-8"

"2

2" (Typ.)

m in

G r o u t

B e d

Grout Shear Key

V a r ie s with Self Consolidating Concrete after erection.

Optional 1’-9" CMP void to reduce shipping weight. Fill voids

See "MISCELLANEOUS DETAILS" for additional details and 553.

Precast abutments and wingwalls according to Sections 552

3.

2.

1.

Notes:

shrink grout with non-

Fill recess

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

L StructureC

1’-8"

10" =

2 spa.

"2 s p a

PLAN

ELEVATION

SECTION A-A

A

A

A C

T U

A L F I L E R

A P P

A

A b u t-

R e in f.

D G

N

R09

(Abutment footing not shown for clarity) s p a s p a

A e .f

T y p

T y p

A e .f s p a s p a

= 2’-6"

3"

#5A17

A

#5A15

" = 1’=0"2

3 spa. @ 10"

(Typ.)

#5A6 s p a

A

T y p s p a

3" 3"10"10" 2’-0"3 spa. @ 11"

= 2’-9"

#5A16

3 spa. @ 11"

= 2’-9"

#5A16

3 spa. @ 11"

= 2’-9"

#5A16

3 spa. @ 11"

= 2’-9"

#5A16

10" 10"2’-0"

(Match #5A15)

#5AF1 (Typ.)

6"6 spa. @ 11" = 5’-6"3"

#5A18 (e.f.)

e .f.)

T y p

A

SECTION B-B SECTION C-C

#5A8

(Typ.)

#5A5

#5A3 #5A9

#5A4

(Typ.)

#5A11

(Typ.)

#5A7

#5A6

A

A

#5A7 #5A5

(Match #5A16)

#5AF1 (Typ.)

(Typ.)

#5A7

(Typ.)

#5A5

B

C C

B

ABUTMENT 2 REINFORCEMENT - 1

#5A4 #5A3

(Typ.)

#5A15 s p a

A e .f

A f.

f)

A n .f f.f. n.f.

Coupler (Typ.)

Grouted Splice

#5A16 s p a

A n .f

A f.

f.

A e .f f.f. n.f.

(Typ.)

#5A4

#5A3 or

A

A

A

A

A

(Typ.)

#5A9

#5A8 or

#5A8 #5A9

(Typ.)

#5A16

#5A17

(Typ.)

#5A15

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d

"2 14 "2

FOOTING PLAN

#5AF4 (Top & bot.)

ELEVATION SECTION A-A

R10

19 spa. @ 1’-0" = 19’-0"

#5AF4 (Top & bot.)

s p a

A F

A

A

T o p b o t.)

" = 1’=0"2

#5AF4

#5A16

(match w/ #5A15, #5A16)

#5AF1 (Typ.)

ABUTMENT 2 REINFORCEMENT - 2

A C

T U

A L F I L E R

A P P

A

A b u t-

R e in f-

.D

G N

@ 2’-0" (Typ.)

Grout Port spa.

(Typ.)

spa. @ 4’-0"

Leveling Device #5AF2 (Top & bot.)

m in

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

L StructureC

"4

(Typ.)

Transverse post-tensioning LC

T y p

T y p

1’-6" "4 113’-6 1’-6"

3’-0"

(Typ.)

TYPICAL SECTION

R11

1%

(Typ.)

Timber Guardrail Steel-backed

TYPICAL SECTION

" = 1’-0"4

CAMBER DIAGRAM

CBA

Midspan

CAMBER TABLE (in.)

A =

B =

C = self weight of the unit only estimated camber due to prestress and net final camber

MidspanCL

L/2 bearings

Straight line between

CL

A

B C

Bearing

L/2

1.18 0.76 railing & overlay estimated dead load deflection due to

Not to Scale

0.42

CL

" = 15’-3"4 35 Prestressed Concrete AASHTO Type BI-36 Box Beams @ 3’-0

A C

T U

A L F I L E R

A P P

A

T y p

X S .D

G N

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-1 (3

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D e s ig n

F il e s

P

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C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

-J u l-

:4

A

M M

P R

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C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

SECTION B-B

TYPICAL EXTERIOR BEAM SECTION TYPICAL INTERIOR BEAM SECTION

PRESTRESSING STRAND PATTERN

8" 4" 8"

DIMENSION

MARK

B C

2’-8" 1’-6"

(Typ.)

CL

Min. lap

CL

HALF LENGTH BOX BEAM PLAN

2’-7"

4’-4" 0’-0"

4’-4"

5"

Scale: 1" = 1’-0"

Midpoint girder

5" 5"

A

B

A

B

2’-0"

Bearings &

3’-0"

" = 1’-0"2 1Scale: 1

3"

3’-0"

Typ

3"

" = 1’-0"2 1Scale: 1

VIEW A-A

" = 1’-0"2 1Scale: 1

10" 10" 10"

" = 1’-0"2 1Scale: 1

Not to scale

END ELEVATION

Not to scale

2"

(AASHTO BI-36)

#5SE3

#5SE4

#5SE5

ESTIMATED QUANTITIES

Ext. beam Int. beam

Concrete reinforcing steel

Epoxy coated

#5SE1

#5SE2

#5SE1

#5SE2

(10 straight strands)

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A

M M

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C T

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D e s ig n

F il e s

P

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C T

S .d

PROJECT TEAM LEADER BRIDGE DRAWING

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

NO.

U.S. DEPARTMENT OF TRANSPORTATION

GIRDER DETAILS

As shown

A C

T U

A L F I L E R

A P P

A

G ir d D e t.

D G

N

2"

#5SE1, #5SE2

65’-0" (End-to-end) s p a

1’-0"

19 spa. @1’-6" = 28’-6" s p a

S

E

S

E

4"10 spa. @ 4" = 3’-4’

#5SE1

#5SE2 1’-6"2’-8"

60’-0" 0’-0"

5"

3" 3"

2" 2" 4"

4 spa.

@ 2"

4 spa.

@ 2"

#5SE5#5SE4

#5SE3

#5SE1, #5SE2 #5SE1, #5SE2

#5SE4#5SE4

10" 10" 10"

#5SE1

3" 3"

#5SE5#5SE5

S

E each void (Typ) drain at both ends of

#5SE1, #5SE2

S

E

#5SE2

#5SE1,

20’-6" (Typ.)

"8

(Typ)

(Typ)

"4

(Typ) e .f

10 Spa. @ 4" = 3’-4" 19 spa. @ 1’-6" = 28’-6"

One BI-36 beam

B

C C

#5SE1, #5SE2 , #5SE3

BC

R12

#5SE2

(Typ.)

Lift eye

3 cable clamps

LIFTING EYE

8"

Not to Scale shrink grout.

with an approved non-top of beam. Fill holes

" below 4 3 Cut strand

CL Threaded insert (See Note 1)

5"

(Typ.)

5"

5" 5" insert

ThreadedCL

Note:

2.

1.

See Note 2

1090 lbs 1090 lbs

650 ft 650 ft

9.9 cuyd 9.9 cuyd

2’-9"

See "MISCELLANEOUS DETAILS" for angle details.

See "RAILING DETAILS -1" for additional details.

Provide rail threaded inserts during fabrication.

NO.

REGION

VTNE VT ERFO APPA 2011-1(3)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

BC JEG/BC B. OltmannJJO

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

:4

A

M M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

5"5"

L Exterior beamC

C

L Exterior beamC

(Typ.)

L Interior beam

CL Structure

P post-tensioning rod

5" 5"

C

" x5"x5"4 1L P

"4

"4

SECTION A-A

Scale: 2" = 1’-0"

Scale: 1" = 1’-0"

PARTIAL SECTION AT DIAPHRAGM

A A

" x5"x5"4 1L 1

C C

FRAMING PLAN

PLAN

10"

AT DIAPHRAGM

POST-TENSIONING DETAIL

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M M

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D e s ig n

F il e s

P

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C T

S .d

NO.

U.S. DEPARTMENT OF TRANSPORTATION

C

T U

A L F I L E R

A P P

A F P .D

G N

As shown BC

A

A S

H T

O b o x b e a m

B I

1’-0" 20’-6" 20’-6" 20’-6"

5"5"

5"

4’-2"

5"

4’-2"DETAIL AT DIAPHRAGM"

See "POST-TENSIONING

(Typ.)

Grouted shear key

" = 1’-0"4

Scale:

65’-0"

R13

L Bearing transverse rods grout after tensioning of

Fill recess with non-shrink

" = 1’-0"2

Scale: 1

Backer rod "4

(Typ.)

Box beamSee notes

DETAIL A

5.

4.

3.

2.

1.

Notes:

Detail A

End bridge

Begin bridge of tension bars at each diaphragm location.

Maintain a symmetric tension force between each pair span, beginning at the diaphragms nearest mid-span.

Tension the rods symmetrically along the length of the ensure compression in the grout.

Grout keyways before transverse post-tensioning to to the box beam keyway surfaces to limit cracking.

Provide non-shrink grout that provides high bond strength before erection of the beams.

Clean the keyway surfaces with compressed air or water

" = 1’-0"4 1Scale:

corrosive pipe with a non-sheathed post-tensioning rod

NO.

REGION

VTNE VT ERFO APPA 2011-1(3)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

BC JEG/BC B. OltmannJJO

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

:4

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

Notes:

SECTION B-B

RAIL ELEVATION

SECTION A-A

DETAIL A

"4 3timber rail

6"x10" shim plate

" Steel 8 backer plate

" Steel 8 backer plate

" Steel 8

RAIL DETAILS - 1

T y p

4""4

6" 8"

(Typ.)(Typ.)

(Actual dimensions shown)

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M

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C T

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D e s ig n

F il e s

P

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C T

S .d

REVISIONSNO. DATE BY

T y p

B

B

A

A

(Typ.)

Post spacing

CL

RAIL LAYOUT PLAN

See "Detail A"

CL

CLPost (Symm.)

Abutment 1 Abutment 2

Scale: 1" = 1’-0" Scale: 1" = 1’-0"

Scale: 1" = 1’-0"

Not to Scale

CL

(Typ.)

8" x 8" timber post

Not to scale " Steel Splice Plate8

3’-0" long (bridge) (Typ.)

6" x 12" Scupper block shear plates (Typ.)

or back to back curb (Typ.)

6" x 12" timber bolt (Typ.)

w/hex nut & plate washer w/hex nut & plate washer

(Typ.)

3" long (min.)

Threaded insert

12d nail (Typ.)

Block

4"x9"x8"

(Typ.)

whex nut & washer

3with 1 plate washer

" 4 1" x 2

1" x 52 plates (Typ.)

Beam BI-36

AASHTO

Beam BI-36

AASHTO

See Note 9

Box beam

32’-6" 32’-6" Structure (Symm.)

Box beam

R14

(Typ.)

Box beam

A C

T U

A L F I L E R

A P P

A

R a il .D

G N

As shown

See Note 11

Plate washer

5’-9"

84’-2"

2’-4" 11’-0" 10 Spa @ 5’-9" = 57’-6" 11’-0" 2’-4"

See "RAIL DETAILS -2" for additional details.

See "RAIL DETAILS -2" for Curb Splice Detail.

the traffic face of rails and curbs.

Furnish ASTM A307, Grade 2, carriage bolts. Place dome head on fastener hardware.

of ASTM A36. Provide weathering steel for all structural steel and Provide steel plates and shapes that comply with the requirements

Douglas Fir-Larch.

visually graded No. 1 Southern Pine or visually graded No. 1 Provide rough sawn lumber posts, curb, rail, scuppers and the aquatic environment or onto the soil.

the preservative in such a manner that it does not drip or spill into naphthenate solution prepared in accordance with AWPA M4. Apply fabrication. Dip, soak, spray or apply three brush coats of a copper Field treat any wood damage, all cuts, bore holes, or field to match cast-in-place threaded inserts.

treatment with preservatives. Field drill bottom hole in posts Cut, drill, and completely fabricate all wood prior to pressure arsenate at a minimum net retention of 0.60 pounds per cubic foot.

in accordance with AASHTO M133 using a chromated copper AASHTO M168. Pressure treat lumber with wood preservative Provide sawn lumber in accordance with requirements of not less than two posts.

Locate curb splice so that curb members are continuous over

All timber dimensions and call outs are nominal dimensions.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

C

C

SECTION C-C

Scale: 1" = 1’-0" backer plate shim plate

"4 3 4"

1 4 w/hex nut & plate washer ground line

Proposed

NO.

REGION

VTNE VT ERFO APPA 2011-1(3)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

July 2013

-J u l-

M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

Notes:

RAIL DETAILS - 2

TYPICAL STEEL BACKER PLATE DETAIL

"2 17 3" 5" 8’-8" 5" 3" "2 lag screws (Typ.)

11’-3"

(Typ.)

"2

(Typ.) (Typ.)(Typ.)

washer (Typ.)

w/ hex nut & plate

PLATE WASHER DETAIL

STEEL SPLICE PLATE DETAIL

STEEL SHIM PLATE DETAIL

"4

6"

2’-6"

3"3"9"9"3"3"

(Typ.)

" Bolt slots 4 1" x 18

" Bolt slot4

1" x 24

" Steel plate8

" Steel plate8

" Steel plate8

3.

2.

1.

POST CONNECTION PLAN AT RAIL SPLICE

T y p

3"

NO.

4’’

PostCL

T y p

"2 113’-1

"2 11’-3

PostCL

CURB SPLICE DETAIL

ELEVATION

2’-0"

CL

6"6"6"3" timber curb

6’’ x 11’’

PLAN

CL

Scale: 2’’= 1’-0’’

T y p lag screws (Typ.)

T y p timber rail

End of

"4

Scale: 2" =1’-0"

Scale: 3" = 1’-0"

Scale: 3" = 1’-0"

Scale: 3" = 1’-0"

Scale: 1" = 1’-0"

Scale: 3" = 1’-0"

" thick washer4 1in washer timber curb

6’’ x 12’’

(Typ.)

(Typ.)

w/ hex nut & washer (Typ.)

’’ Carriage bolt2 recess deep in timber rail (Typ.)

’’2

3pre-drill bolt (Typ.)

cenetered in plate

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D e s ig n

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P

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C T

S .d

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

R15

15As shown

TYPICAL STEEL BACKER PLATE DETAIL FOR END RAILS

A C

T U

A L F I L E R

A P P

A

R a il .D

G N timber rail

End of

Steel splice plate

Steel backer plate

Plate washer

Timber post

Timber block

Timber rail other than at splices.

Provide steel shim plates at posts connection and fastener hardware.

Provide weathering steel for all structural steel Provide steel plates that conform to ASTM A36.

nominal dimensions.

All timber dimensions and call outs are

"2 11’-3 10" 6 spa. @ 11" = 7’-0" 10" "2

11’-3 "4

"4

(Typ.)

6"" = 1’-9"2 12 Spa. @ 10" = 8’-9"2

110 spa. @ 1010"5"3""2

NO.

REGION

VTNE VT ERFO APPA 2011-1(3)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

July 2013

-J u l-

:2

A

M M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

:2

A

M M

P R

O J E

C T

S a p p a v t2

-1 (3

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

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S .d

MISCELLANEOUS DETAILS

Begin/End bridge

See "DETAIL A"

#8 Dowel

Polystyrene

See "DETAIL B"

CLBearing

SECTION AT ABUTMENT

Dowel hole

Scale: 1" = 1’-0"

CL

LC

#8 Dowel

Bearing

Polystyrene

Bearing pad

(Typ.)

1’-1"

5" 5"

BEARING PAD LAYOUT

Not to scale

Girder

" All around16 top & bottom layers securely to the pad (Typ.)

10"

"4 sealer silicon joint

Low-modulus Polystyrene backer rod

Max.

T

"2

DETAIL B

4"

Construction jt.

(Typ.)

concrete

Elastomeric

DETAIL A

Not to scale

Steel angle

" 8 33" x 3" x

@ 1’-0"

Stud anchor

13" x with high-strength, non-shrink grout.

above top of dowels and then fill

"2 1with joint sealer material to 2

At expansion end fill dowel holes high-stength, non-shrink grout.

At fixed end fill dowel holes with mesh resistant woven polypropylene to a high strength, heat asphalt membrane laminated

Self-adhering rubberized n.f.

2%

T y p

A

A groundline

Proposed

Cap (Typ.)

PVC pipe

5" O Perforated/

Tee connection

Scale: 2" = 1’-0"

DRAIN PIPE LAYOUT

wrap around

Geotextile drain

Geocomposite

DETAIL C

Scale: 3" = 1’-0" 1’-0" drain

Geocomposite drain, 3" min.

Bond to geocomposite cut hole for 3" pipe.

Bond 8" to concrete wall

C

DETAIL D

Scale: 2" = 1’-0" permeable base

Cement treated

ABUTMENT DRAINAGE DETAILS

drain pipe

" = 1’-0"4 3Scale:

SECTION VIEW

PVC pipe

PVC pipe

1. Provide wire screen conforming to section 605.03.

Note:

pad

Bearing

12"

6"

Not to scale

BEARING PAD DETAIL

10 mil. polyethylene sheet

R16

3’-0"

A C

T U

A L F I L E R

A P P

A

M is c .D

G N

BI-36 unit BI-36 unit

See Detail C

See Detail D

See Note 1

As shown

"2 1Interior layers at " steel shim moulded 8

1’-1"

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

-J u l-

:2

A

M M

P R

O J E

C T

S a p p a v t2

-1 (3

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

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

VTNE

SARGENT BROOK BRIDGE

BC JEG/BC B. Oltmann 18 BRP-1177

APPALACHIAN NATIONAL SCENIC TRAIL

JJO July 2013

VT ERFO APPA 2011-1(3)

-J u l-

:2

A

M M

P R

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C T

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-1 (3

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S .d

R17

REINFORCEMENT BAR LIST

No scale

A C

T U

A L F I L E R

A P P

A

R e b a r .D

G

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R V

ABUTMENT REINFORCING

17 0’-3�"#5A1 5 Vert. U-bar

17 0’-3�"#5A2 5 Vert. U-bar

52 0’-3�"#5A3 5 Horiz.

52 0’-3�"#5A4 5 Horiz.

67 0’-3�"#5A5 5 Horiz. e.f.

17 0’-3�"#5A6 5 Vert. U-bar

STR#5A7 5 Horiz. top

67 0’-3�"#5A8 5 Horiz.

67 0’-3�"#5A9 5 Horiz.

STR#5A10 5 Vert.

STR#5A11 5 Horiz. e.f.

STR#5A12 5 Vert. e.f.

STR#5A13 5 Horiz. e.f.

STR#5A14 5 Diag. e.f.

17 0’-3�"#5A15 5 Vert. U-bar

17 0’-3�"#5A16 5 Vert. U-bar

STR#5A17 5 Vert.

STR#5A18 5 Vert. e.f.

LBSSUBTOTAL

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R V

ABUTMENT FOOTING REINFORCING

2 0’-3�"#5AF1 5 Vert.

STR#5AF2 5 Horiz. top & bot.

STR#5AF3 5 Horiz. top & bot.

STR#5AF4 5 Horiz. top & bot.

LBSSUBTOTAL

TYPE 2

A G

B

B

C

D

OPTIONAL LEG

TYPE 17

D

C B

A

TYPE 52

A

B C

D

E

TYPE 67

NO.

REGION

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

18 BRP-1177

E le v a ti o n f t)

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SYMBOL SYMBOLTYPE OF MATERIAL TYPE OF MATERIAL TEST BORING MISCELLANEOUS

1. SPT - STANDARD PENETRATION TEST - AASHTO T206-74

2. R - REFUSAL, SPT 100 BLOWS/12"

3. CR% - PERCENT OF RECOVERY

4. RQD - ROCK QUALITY DESIGNATION

5. BHT - BORE HOLE TERMINATED

6. BHR - BORE HOLE REFUSAL

7. GEOPHYSICAL TEST SITE: SEISMIC RESISTIVITY

SCALE

BORING NUMBER B-N

(24 HOURS)

WATER LEVEL (WL)

(TIME OF DRILLING)

WATER LEVEL (WL)

DEPTH MARKS

N BLOWS/12" (SPT)

J-N JAR SAMPLE NO.

CR% RQD

N

N N

N

BHT OR BHR

S R

REGION STATE PROJECT

SHEET

NO.

SCALE IN FEET

0 5 10

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PLAN

ELEVATION

R18

1:2

1:

N

(Typ.)

Proposed groundline

COBBLES and BOULDERS

QUARTZITE SANDSTONE

Existing groundline at C L

L

Existing groundline at 8’-0" left of C

L

Existing groundline at 8’-0" right of C

Profile grade

B1

Western Abutment

N

Begin Bridge

Sta. 11+88.71

Elev. 1744.46

Sta. 12+53.71

Elev. 1745.34

End Bridge

APPALACHIAN NATIONAL SCENIC TRAIL

SARGENT BROOK BRIDGE

NE VT

GEOTECHNICAL REPORT NO. 05-13

SUBSURFACE PROFILE

RQD = 84%

RQD = 98%

FILL

A C

T U

A L F I L E R

A

P P

A B o r in g .D

G

J u l-

A

M

T I

M E

M P

R O J E

C T S a p p a v t2

P r o j_

D e v C

A D

D S td D e t\

S s t1

.d g n

STANDARD

SHEET NO.

REG STATE PROJECT

NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

m in m in m in

6" min. trench

4" min.

SILT FENCE

157-1

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

VTNE

J u l-

A

M

T I

M E

M P

R O J E

C T S a p p a v t2

P r o j_

D e v C

A D

D S td D e t\

S s t1

.d g n

STANDARD

SHEET NO.

REG STATE PROJECT

NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

VT ERFO APPA 2011-1(3) S01

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL