Plans_-_PRA-BLRI_WMS_NC(1).pdf

U.S. DEPARTMENT OF THE INTERIOR

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Title Sheet

Symbols And Abbreviations

Tabulation of Quantities

Standards And Details

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

REG STATE PROJECT

SHEET

NO.

NATIONAL PARK SERVICE

NPS

NO.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SPECIFICATIONS:

FP-03 U.S.Customary Units.

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

BRIDGE:

DESIGN DESIGNATION:

Project Manager Lead Designer

PMIS NO.

TOTAL

SHEETS

Cycle #(miles)

Know what’sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NOBLUE RIDGE PARKWAY

AVERY, CALDWELL, WATAUGA AND ASHE COUNTIES, NORTH CAROLINA

DESCRIPTION OF PROJECT

IMPROVEMENT:

6"-8" asphalt surface

WIDTH TYPE

ROADBED

BASE:

SURFACE:

LANE MILES:

PROJECT LENGTH:

ROAD:

e (max)

C/A

V (MPH)

% Truck

D

DHV

ADT (2033)

ADT (2013)

Yanina E. Kirtley Sheila M. Suarez

NCSE

B

A

STERLING, VIRGINIA

Description of Work

20’ +/-

20’ +/-

20’ +/-

Existing

Existing

Existing N

Not to scale

Structure No. 5140-099P (MP 305.19), Inspection date: 06/23/11

Structure No. 5140-183P (MP 304.63), Inspection date: 07/27/11

Structure No. 5140-182P (MP 304.02), Inspection date: 06/23/11

Structure No. 5140-181P (MP 303.77), Inspection date: 06/23/11

Structure No. 5140-180P (MP 303.64), Inspection date: 06/24/11

Structure No. 5140-179P (MP 303.50), Inspection date: 06/25/11

Structure No. 5140-178P (MP 303.01), Inspection date: 06/23/11

Structure No. 5140-177P (MP 302.58), Inspection date: 06/23/11

Structure No. 5140-176P (MP 302.43), Inspection date: 06/23/11

Structure No. 5140-091P (MP 276.35), Inspection date: 06/22/11

Summaries and Schedules

PMIS # 147639 AND 147611

147611 147639 601

116481

1.08 Miles

2.16 Miles

0001CB/Cycle 4

0001CB/Cycle 4

Bridge Plans

N

Asheville

Greensboro

Charlotte

Raleigh

Jacksonville

Te nn es se e

Virginia

Blu e

Ri dg e

Pk w y.

At la nt ic O ce an

STATE OF NORTH CAROLINA

KEY MAP

SCALE IN MILES

0 60 120

0.54

0.54

S1-S18

N1-N4

R1-R6

A1

A2

A1

A3

C3

C4-C8

Temporary Traffic Control

NC(1)

NPS-BLRI WMS

M1-M2 Erosion Control Narrative

D1 Plan walls

Repairs to stone masonry retaining walls and bridges

Repairs to drainage structures, N/A

N/A

N/A

2,079

1,372

NPS-BLRI WMS NC(1)

303.6 to 305.19

305.08

276.35 to 303.6, 305.03 and

Schedule Description Mileposts Length RIP Route No./

C1-C2 and repairing paved waterways.

removing/resetting stone masonry, repairing headwalls

276.35 and MP 305.19. Work includes repointing joints, bridges along the Blue Ridge Parkway between MP

Repairs to drainage structures, retaining walls and

NPS-BLRI WMS NC(1)

Location Map and Traffic Control Narrative

PROJECT NPS-BLRI WMS NC(1)

305.19

GUARDWALLS AND BRIDGES BETWEEN MP 276.35 AND MP

REPAIRS TO DRAINAGE STRUCTURES, RETAINING WALLS,

MARCH 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

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

(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 C L

A2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

SUPPLEMENTAL TITLE

NC

BLUE RIDGE PARKWAY

147611 147639 601

116481 NC(1)

NPS-BLRI WMS

Not to scale

Milepost 305.19

End Project

N

A3

Milepost 276.35

Begin Project

NPS-BLRI WMS NC(1)

CONTROL NARRATIVE

LOCATION MAP & TRAFFIC

CO.

be changed to fit field conditions as approved by the

4. Final location and spacing of signs and devices may traffic.

Abutment work plan, prior to closing the Parkway to shown on the Temporary Traffic Control detour for barriers. See Detail ET635-5. Establish detour as close the entire Parkway to traffic with concrete

3. During US Route 421 bridge abutment #2 work, Details E635-A and ET635-10.

closure on US Route 421, as directed by the CO. See lanes or shoulder, provide single lane or shoulder is progressing directly over the US Route 421 travel

2. When stone masonry work on US Route 421 bridge the CO. See Details ET635-6 and ET635-10.

provide single lane or shoulder closure as directed by

1. For stone masonry work along the Parkway, General Notes:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

TABULATION OF QUANTITIES

C1

SCHEDULE A

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

C2

TABULATION OF QUANTITIES

SCHEDULE B

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

C3

DESCRIPTON OF WORK

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

C4

SUMMARIES AND SCHEDULES

EARTHWORK, PAVING AND REMOVALS

SOIL EROSION CONTROL

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

C5

DRAINAGE - SCHEDULE A

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

C6

DRAINAGE - SCHEDULE B

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

CONSTRUCTION SIGNS

C7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

CONSTRUCTION SIGNS

C8

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.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

D1

Existing paved waterway/ ditch

MP 305

PLAN

routes to work area

Proposed access to work area

Proposed access routes routes to work area

Proposed access

MP 305.08

L O

D

LOD

LOD

L O

D

LOD

L O

D

LOD

N

Not to Scale

MP 305.03

E x is ti n g

C

M P

E x is ti n g

C

M P

Limits of Disturbance

Existing headwalls

Flow direction

Temporary Diversion Berm

Filter berm repair as needed.

Protect underdrains during the headwall work and

6. There are existing underdrains adjacent to culverts.

approval by the CO prior to proceeding.

5. Mark proposed access routes for review and

4. See Detail 251-01 for construction of riprap apron.

diversion berm.

3. See Detail 157-08 for construction of temporary

2. See Detail 157-04 for construction of filter berm

157-01 for construction of filter bag

1. Install filter bag as directed by the CO. See Detail

Notes:

Install filter berm at the outlet

Install riprap apron with Class 3 riprap, 1 cu yd

Remove and replace 7 lnft at outlet of existing 48" CMP and stone finish. See SCRs for description of work.

Construct new stone headwall to match existing skew, dimensions headwall

Construct 6-inch thick concrete slab as foundation for the new

Remove existing headwall

Remove existing headwall

Construct new stone headwall to match existing skew, dimension and stone finish. See Detail 620-01A and SCRs

Reposition existing boulder to provide a splash pad

Place additional apron with Class 3 riprap as directed by the CO

Install filter berm at the outlet

Remove two existing trees to allow for proper flow and construction of the new headwall

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CONTROL NARRATIVE

EROSION & SEDIMENT

M1 construction limits.

does not leave the project site. Perimeter controls include filter berm 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 Runoff Coefficient prior to and after construction will remain the same.

No new impervious surface will be created by this project.

Creek, Linn Cove Branch, Stack Rock Creek and Grandmother Creek.

The total disturbed area for the project is approximately 3,500 sqft. The receiving waters are Little Wilson Creek, Wilson

This work includes repairs to drainage structures, retaining walls, guardwalls and bridge between MP 276.35 and 305.19.

This project consists of the rehabilitation of 0.79 mile segment of the Blue Ridge Parkway.

Project Description

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

or replace spilt, torn, unraveled or slumping wattles.

Filter berm - inspect to ensure that rolls remain firmly in place and are not crushed or damaged. Repair have reached their rated capacity.

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

Filter bags - check the filter bags daily during dewatering operations for punctures, tears, or other the day.

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

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of 0.25 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 filter berm only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

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

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.

staging

Provide watering for dust control within the construction limits, on active haul roads, and in pits and establishment to stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide filter berm around all stockpiled excavated roadway material. Apply temporary turf completed culverts.

grade and are stabilized (with vegetation, riprap, or pavement) before routing drainage through

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final

Install inlet protection prior to diverting water through inlets.

storm runoff.

At the end of each day�s grading operations, shape earthwork to minimize and control erosion from and 625.

days within 7 days. Apply permanent turf establishment to the finished slopes according to Section 624

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar temporary diversion berms at culvert outlets during headwall construction.

culverts and ditches along the roadway as called out in the Plans or as directed by the CO. Install

Apply intermediate controls during rough grading operations. Install filter berms in areas surrounding

Phase II Intermediate Controls

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

M2

CONTROL NARRATIVE

EROSION & SEDIMENT

Subsection 625.07 of the Special Contract Requirements, apply at the rates for each season as stated below:

Stabilize disturbed areas of the project. Prepare areas for turf establishment with topsoil and mulch. In accordance with

Vegetative Stabilization

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

AHEAD

CLOSED

CLOSED

CLOSED

AHEAD

CLOSED

No Scale

Varies

(Mounted on Type 3 Barricade) depending on width of the entrance or exit.

Length of barricades required may vary2.

the CO.

entrance and exit or as directed by Place barricades across overlook1.

Notes:

OVERLOOK

OVERLOOK

OVERLOOK

OVERLOOK

TYPICAL OVERLOOK AREA CLOSURE

FULL CLOSURE

TYPICAL OVERLOOK AREA

N1

W20-3 (modified)

36"x36"

R11-2 (modified)

48"x30"

500’

R11-2 (modified)

48"x30"

(Mounted on Type 3 Barricade)

500’

W20-3 (modified)

36"x36"

Barricades, Type 3 (typ.)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

500’

CLOSED

CLOSED

No Scale

Varies

(Mounted on Type 3 Barricade)

OVERLOOK

PARTIAL CLOSURE

TYPICAL OVERLOOK AREA

AHEAD

OVERLOOK

N2

OVERLOOK

CLOSED

OVERLOOK

CLOSED

W20-3 (modified)

48"x30"

36"x36"

500’

R11-2 (modified) R11-2 (modified)

48"x30"

(Mounted on Type 3 Barricade)

W20-3 (modified)

36"x36" on width of the entrance or exit.

2. Length of barricades required may vary depending or as directed by the CO.

1. Place barricades across overlook entrance and exit

Notes:

Barricades, Type 3 (typ.)

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

To W ilkesboro

Elk Mountain Overlok

E.B. Jeffress Park

Philips Gap

Ro ad

Idl ewil d

6 12

LEGEND:

Warning flags

Warning light, Type B

Closed Parkway

Parkway

Detour

10 3

ROUTE 421

WORK AT BRIDGE OVER US

DETOUR FOR ABUTMENT

CONTROL

TEMPORARY TRAFFIC

Osborne Mountain

Overlook

Laxon

N3

Not to Scale

Install temporary concrete barrier and warning flags.

2. See detour map and signage plan for location of warning lights

1. US 421 is a divided highway underneath the Parkway bridge.

P R

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IM

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

DETOUR

MILE2

DETOUR

MILE4

W20-2

W20-2

OUTHS

DETOUR

M3-3

M4-9L Mod

PARKWAY

Special Sign

DETOUR

M4-9L

DETOUR

M4-9R Mod

Special Sign

NO THROUGH TRAFFIC

5.60 MILES AHEAD

ELK MOUNTAIN OVERLOOK

CLOSED AT

BLUE RIDGE PARKWAY

DETOUR9

M4-9R

ORTHN10

M3-1

DETOUR

M4-9M

END

DETOUR

M4-8a

W20-3

W20-3

500FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

Mount on Type III barricade

Special Sign

Mount on Type III barricade

Special Sign

R11-3a Mod

CLOSED

PARKWAY

Special Sign

Special Sign

CLOSED

SOUTH

PARKWAY

DETOUR

M4-8

Special Sign

NO THROUGH TRAFFIC

4.60 MILES AHEAD

ELK MOUNTAIN OVERLOOK

CLOSED AT

BLUE RIDGE PARKWAY

FOR CONSTRUCTION

PARKWAY CLOSED

PARKWAY CLOSED

1 MILE AHEAD

N4

ROUTE 421 BRIDGE WORK

DETOUR SIGNAGE FOR US

CONTROL

TEMPORARY TRAFFIC

Special Sign

BEYOND THIS POINT

LOCAL TRAFFIC ONLY

FOR CONSTRUCTION

PARKWAY CLOSED

FOLLOW DETOUR

NORTH CLOSED

BLUE RIDGE PARKWAY

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IM

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-M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC

BLUE RIDGE PARKWAY

147611 147639 601

Structure Number

1-

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5140-091P

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

NCSE

BRIDGE OVER U.S. ROUTE 421

AR

H. Pakhchanian BRP-1172

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

REGION

NO.

NPS

116481

BRP NO.

6 HP/HR

BLRI WMS NC(1)

December 2012

MILEPOST 276.35

1-

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:2

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R1

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

AR No scale 1

GENERAL NOTES AND INDEX

SPECIFICATIONS:

GENERAL NOTES:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03.

INDEX OF DRAWINGS

BRIDGE DRAWING NO. DRAWING TITTLESCOPE OF WORK

A C

T U

A L F I L E G

N .D

G N are inch-pound.

All reinforcing steel bar sizes and welded wire fabric designations

All stationing and elevations are in feet (ft).

All dimensions are in feet (ft) unless otherwise noted.

DESIGN:

CONSTRUCTION:

AASHTO LRFD Bridge Design Specifications, Fifth Edition 2012 superstructure reinforcement, (including approach slab).

otherwise noted. Furnish epoxy coated reinforcing for all shown. Provide 2" cover for reinforcing steel unless grade 60. Lap splices 30 bar diameters unless otherwise

Furnish reinforcing steel conforming to AASHTO M 31, REINFORCING STEEL:

" unless otherwise noted.4 3 all concrete

Chamfer exposed edges of

CONCRETE:

fy = 60,000 psi

Reinforcing steel:

f’c = 4,000 psi at 28 days

Class seal concrete: for undermining repair.

f’c = 4,000 psi at 28 days

Class D(AE) concrete: for approach slab.

DESIGN STRESSES:

HL-93 Truck

Live Load:

DESIGN LOADING:

Asbuilt

Approach Slab - Abutment 2

Miscellaneous Details

Abutment 2 Repairs

Plan and Elevation

General Notes and Index

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Install joint sealant.

Install new approach slab at Abutment 2.

at Abutment 2 Stub.

Remove existing drainage system and place new drainage system

Repair undermining at Abutment 2 Stub and southwest wingwall.

Remove Abutment 2 approach slab.

Remove and replace paved waterway adjacent to Abutment 1.

southwest wingwall.

Place topsoil and turf establishment at northwest guardwall and

Remove trees from base of northwest guardwall.

directed by the CO. See Asbuilt Sheet for cap stone connection details.

Remove and reset stone masonry at locations shown on the plans and as

Repoint stone masonry as directed by the CO.

Remove and replace joint sealer at west side of Abutment 1 approach slab.

Install water tight sanitary hatch cover at Abutment 2 manhole.

Install aggregate and filter bags inside Abutment 2.

Hand excavate inside Abutment 2 and redistribute fill material.

NCSE

STATE PROJECT

SHEET

NO.

REGION

NO.

NPS

116481 BLRI WMS NC(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

AR H. Pakhchanian HP/HR

Structure Number 5140-091P

BRIDGE DRAWING

of

DATE

BRIDGE OVER U.S. ROUTE 421

BRP-1172

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

BRP NO.

6 December 2012

MILEPOST 276.35

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5140-091P

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

NCSE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

REGION

NO.

NPS

116481

BRP NO.

6 HP/HR

BLRI WMS NC(1)

December 2012

MILEPOST 276.35

1-

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:2

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CL U.S. 421 Westbound CL U.S. 421 Eastbound

Begin Bridge

"4

’-9

U.S. 421 Eastbound

Face of retaining wall c le a r a n c e v e r ti c a l

M in im u m

(Typ.)

Stone masonry

:1

Slo pe

U.S. 421 WestboundCL PierCL

"8

’-7

34°32’39’’

Point of min.

vertical clr. "8

’-9

End Bridge

Scupper

Abutment 2

Face of backwall, 50°08’

Abutment 1

Face of backwall, 28°19’47’’

N

CL

50°

Measu red a long

Blue Ridg e Pa rkway

CL

50°

CL

CL

"4

’-9

T ra v e l la n e s

S h o u ld e r

S h o u ld e r la n e

L e ft tu rn

S h o u ld e r

S h o u ld e r

’’4

168’-1

’’8 758’-11

’’2 1101-4

’’8 1Bridge length = 328’-6

’-7

Point of min.

vertical clr.

Face of retaining wall

Face of retaining wall slab

Approach

T ra v e l la n e s

’-9

R

3 "

PLAN

ELEVATION

c le a r a n c e v e r ti c a l

M in im u m

A C

T U

A L F I L E R

W M

S N

C V

A L P

E .D

G N

1662+50

1662+00

1661+50

1661+001660+50 1660+00

1659+50

1659+

P.G. Elev. 3145.46 Ft.

Station 1658+78.38

+50

P.G. Elev. 3143.63 Ft.

Station 1662+06.89

"8

’-1

PLAN AND ELEVATION

EMA

Structure

Blue Ridge Parkway &

1" = 15’-0" 2

Notes:

20’-0"_+ slab approach

New

20’-0’’

2.

1.

(5 stones) class B masonry stones cap stone and place missing

Remove and reset sanitary hatch cover

Install water tight details and installation procedures for approval.

Submit water tight sanitary hatch cover fabrication prior to ordering materials.

Verify all dimensions and locations in field quantity = 20 cu. yd.

Place topsoil, 2700 sq. ft.

Disturbed area

500 sq. ft.

Disturbed area

NCSE

STATE PROJECT

SHEET

NO.

REGION

NO.

NPS

116481 BLRI WMS NC(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

AR H. Pakhchanian HP/HR

Structure Number 5140-091P

BRIDGE DRAWING

of

DATE

BRIDGE OVER U.S. ROUTE 421

BRP-1172

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

BRP NO.

6 December 2012

1-

D e c -2

:2

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5140-091P

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

NCSE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

REGION

NO.

NPS

116481

BRP NO.

6 HP/HR

BLRI WMS NC(1)

December 2012

MILEPOST 276.35

1-

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AR As shown 3

ABUTMENT 2 REPAIRS

PLAN

(Abutment 2)

SECTION A-A

(Abutment 2) match bottom of weep hole

Proposed ground line to

Structure

Blue Ridge Parkway &CL

CL

A C

T U

A L F I L E A

B U

T R

E P

A I R .D

G N

A

" = 1’-0’’16

3SCALE:

" = 1’-0’’16

3SCALE:

Type III-B geotextile

6" Aggregate

0"

40’-0"8’-0"

DETAIL C

" = 1’-0’’2

1SCALE:

Approach slab

Aggregate base sheet drain

Geocomposite

Face of backwall

Face of backwall

Existing Abutment 2 stubs of stub abutmentCL

17’-0"

"2 117’-11

B B of stub abutmentCL of stub abutmentCL

" = 1’-0’’2

1SCALE:

Aggregate base

Approach slab sidewall

Existing of stub abutmentCL of stub abutmentCL

SECTION B-B

Note:

concrete headwall details.

See "Standard 601-4" for

"/ft slope4 1Drain

PVC pipe underdrain

6" Dia. perforated

"/ft slope4 1Drain

PVC pipe underdrain

6" Dia. perforated

"/ft slope4

Drain

7’-0"

7’-0"

7’ -6

0" sheet drain

Geocomposite

See Detail C and glue or tape to back perforated discharge pipe

Wrap filter fabric around and glue or tape to back perforated discharge pipe

Wrap filter fabric around

Drain to daylight quantity = 7 cu. yd.

concrete, class seal, Repair undermining with quantity = 15 cu. yd.

and redistributed, be hand excavated

Existing ground line to quantity = 7 cu. yd.

concrete, class seal, Repair undermining with properly.

functioning be cleaned and weep holes to

Existing 3" dia.

6" Dia. non-perforated pipe

End cap (Typ.)geotextile at each weep hole material wrapped in type I-B

2 Cu. yd. filter bag of granular geotextile at each weep hole material wrapped in type I-B

2 Cu. yd. filter bag of granular

NCSE

STATE PROJECT

SHEET

NO.

REGION

NO.

NPS

116481 BLRI WMS NC(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

AR H. Pakhchanian HP/HR

Structure Number 5140-091P

BRIDGE DRAWING

of

DATE

BRIDGE OVER U.S. ROUTE 421

BRP-1172

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

BRP NO.

6 December 2012

1-

D e c -2

:2

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D e s ig n

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C T

S .d g n

5140-091P

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

NCSE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

REGION

NO.

NPS

116481

BRP NO.

6 HP/HR

BLRI WMS NC(1)

December 2012

MILEPOST 276.35

1-

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:2

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MISCELLANEOUS DETAILS

’’ = 1’-0’’4

1SCALE:

Top of existing parapet

F F

NO SCALE

3"

A C

T U

A L F I L E M

I S

C .D

G N masonry superstructure

Existing Class B

"2

NO SCALE

NO SCALE

CONCRETE PAVED WATERWAY

existing Class B masonry

Remove, resize, and reset

Type III-B Geotextile

Epoxy adhesive

C C guardwall

Existing

Topsoil standard proctor compacted 100%

Structural backfill

R4

D D

E E

PierCL

End Bridge

P.G. Elev. 3143.63 Ft.

Station 1662+06.89

Structure

Blue Ridge Parkway &

CL

CL

P.G. Elev. 3145.46 Ft.

Station 1658+78.38

Begin Bridge

Face of backwall

106’-6

’-0 removal

Limits of removal

Limits of

’-0

1’-9" 1’-8" existing Class B masonry Remove, resize, and reset

Class B masonry Remove and reset existing Class B masonry Remove and reset existing

4’-0"

"2 12’-7 wall

Existing retaining Geomembrane

(Typ.)

Type III-B Geotextile

’’ = 1’-0’’4

1SCALE:

Top of existing parapet

F F

(Ring stone)

Existing masonry detail.

see "CONCRETE PAVED WATERWAY" concrete paved waterway

Remove and replace

PLAN

B B

A A

VIEW B-B

VIEW A-A

VIEW D-D VIEW E-E

E E

D D

VIEW F-F

(Expansion joint detail)NO SCALE masonry superstructure

Existing Class B

Epoxy adhesive

"2

VIEW C-C

Notes:

CLCL

CL

Expansion joint Expanion joint

Face of backwall

2’-0" of overlay

Existing top of bearing seat

Existing top

’’ = 1’-0’’4

1SCALE:

EXPANSION JOINT LENGTH

2’-0"

’’ = 1’-0’’2

1SCALE:

SCALE: 1’’ = 15’-0’’

’’ = 1’-0’’4

1SCALE:

EXPANSION JOINT LENGTH

Expansion joint ground line

Existing

(At guardwall) (At bridge parapets)

(See Note 2) polyethylene seal

Closed-cell

(See Note 2) polyethylene seal

Closed-cell detail.

see "CONCRETE PAVED WATERWAY" quantity = 100 sq. ft.

to place clay cap and topsoil, Remove trees/shrubs, quantity = 10 each

AASHTO M145 A-6

Clay cap according to

1"

"4

Ø

Backer rod material

Preformed expansion

Gutter line Gutter line

Silicone joint sealer

Low - modulus

SECTION G-G

NO SCALE

Existing wingwall constr. jt.

Existing curb or parapet

Existing slab approach

Existing

Existing wingwall

Existing constr. jt.

Existing curb or parapet

Existing approach slab

G

G guardwall Top of existing guardwall Top of existing existing stone color as approved by the CO.

Match color of closed-cell polyethylene seal to2.

4’-0" intervals between expansion joints.

joints at 20’-0" intervals and grooved joints 1" deep at

" expansion2

11. In the concrete paved waterway place

NCSE

STATE PROJECT

SHEET

NO.

REGION

NO.

NPS

116481 BLRI WMS NC(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

AR H. Pakhchanian HP/HR

Structure Number 5140-091P

BRIDGE DRAWING

of

DATE

BRIDGE OVER U.S. ROUTE 421

BRP-1172

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

BRP NO.

6 December 2012

1-

D e c -2

:2

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S .d g n

5140-091P

PROJECT TEAM LEADER BRIDGE DRAWING

of

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

NCSE

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

REGION

NO.

NPS

116481

BRP NO.

6 HP/HR

BLRI WMS NC(1)

December 2012

MILEPOST 276.35

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.D

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BSK As shown 5

APPROACH SLAB - ABUTMENT 2

Approach slab

1"

"4

Wingwall

Approach slab not shown)

(reinforcement

Ø

Curb or parapet

Constr. jt.

Curb or parapet

Constr. jt.

Wingwall

Backer rod material

Preformed expansion

Gutter line

Gutter line

Silicone joint sealer

Low - modulus

SECTION B-B

6’’ Aggregate base

B a r s to p

#6 Bars (top & bot.)

#6 Bars (top & bot.)

Face of parapet

StructureCL

Wingwall (Typ.)

Face of parapet

PLAN

AA

SECTION A-A

B

B

3" 6" 3"#6 Bars @ 12"

6’’ Aggregate base grading B or C

C lr

C lr sheeting

10 mil Polyethylene

2 #6 Bars @ 12"

CLMeasured along

Blue Ridge Parkway stub abutment

Diaphragm at

3’-7" roofing paper layer of felt

30 lb. double

" = 1’-0"4

3SCALE:

" = 1’-0"8

3SCALE:

NO SCALE

20’-0"

Does not include dowels

Concrete Reinf.

Steel(Cu. Yd.)

(Lbs.)

Up to 34’

ONE APPROACH SLAB

ESTIMATED QUANTITIES

Length

Slab (curb to curb)

Slab Width

20’

#8 Bars @ 6"

B a r s b o tt o m

71007’-2" long, spaced @ 10" remain in place, Existing #6 dowel to to r e m a in i n p la c e

E x is ti n g d o w e ls

"4

’-9

20’-0"

NCSE

STATE PROJECT

SHEET

NO.

REGION

NO.

NPS

116481 BLRI WMS NC(1)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

AR H. Pakhchanian HP/HR

Structure Number 5140-091P

BRIDGE DRAWING

of

DATE

BRIDGE OVER U.S. ROUTE 421

BRP-1172

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BLUE RIDGE PARKWAY

BRP NO.

6 December 2012

-F e b -2

M

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PROJECT TEAM LEADER BRIDGE DRAWING

of

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

NCSE

SHEET

NO.

BLUE RIDGE PARKWAY

REGION

NO.

NPS

116481

BRP NO.

6 HP/HR

BLRI WMS NC(1)

December 2012

A C

T U

A L F I L E A

S B

U I L T .D

G N

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M

P R

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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 A

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R O J E

C T

S .d

AR Not to scale

FOR INFORMATION ONLY

R6

E157-04

U.S. CUSTOMARY DETAIL

NO SCALE

DETAILDETAIL APPROVED FOR USE

7’

FILTER BERM

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

WATER FLOWWATER FLOW

FLOW

USED FOR SLOPE PROTECTION

USED AS A CHECK DAM

USED AS INLET PROTECTION

WATER FLOW

TYPICAL SECTION

trenching.

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

Filter sock (see note 1)

4.

3.

2.

1.

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

30’ (typ.)

APPROVED : MAY 2011

or greater Finished grade, 2:1 slope filled with mulch filter material.

Filter berm composted of sock material

Stake as required

Sock filled with compost filter material at edge of ditch drawn in and tired off to stake

Excess sock material to be

M

P R

O J E

C T

S b lr i\ w m s n c (1 v a (1

P r o j

D e v C

A D

D S td -D e t\

S 1-s t1 d e ta il .d g n

T

IM

E

-M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.REG STATE PROJECT SHEET NO.

NO.

NPS

116481

NO.

PMIS

147639

147611

SE NC S1

NC(1)

U.S. CUSTOMARY DETAIL

DETAIL

DIVERSION METHODS

TEMPORARY IN-STREAM

E157-8A

OPTION B

24"

OPTION C

OPTION D

12" 12"

OPTION A

Existing Abutment or Pier min.

NOTES:

Limit of work zone

Limit of work zone

Limit of work zone

2-year water surface elev

2-year water surface elev

2-year water surface elev

2-year water surface elev

Min. Top Berm Elev

Min. Top Berm Elev

Min. Top Berm Elev

NO SCALE

6" min.

min.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

(anchoring method to be approved by CO)

Waterproof membrane

Existing ground

Concrete barrier

Sandbag (Typ.)

min.

4’- 6"

Concrete barrier

Sandbag (Typ.)

Waterproof membrane

Existing ground

Concrete barrier

Sandbag (Typ.)

Waterproof membrane

Existing ground

Waterproof membrane

Sandbag (Typ.)

Existing ground a t ti m e o f c o n ts r u c ti o n

D iv e r te d w a te r l e v e l a t ti m e o f c o n s tr u c ti o n

D iv e r te d w a te r l e v e l a t ti m e o f c o n s tr u c ti o n

D iv e r te d w a te r l e v e l a t ti m e o f c o n s tr u c ti o n

D iv e r te d w a te r l e v e l

NO.

NPS

116481

NO.

PMIS

147639

147611

SE NC S2

NC(1)

NPS-BLRI WMS

3. Only one diversion at a time can be in the stream.

as needed after rainfall events or as directed by the CO.

2. Inspect the temporary diversion berm daily and maintain while in use; repairing height of 6 inches above the diverted water level at the time of construction.

berms, dams, etc.). Construct the temporary diversion berm with a minimum diverting the stream (including any approved prefabricated or portable diversion construction operations. The Contractor may choose an alternate means of

1. The options shown are suggested configurations for diverting the stream during

Clamp

Clamp

Pump

Intake hose

Discharge hose straps

Heavy duty lifting is required only when leveling aggregate to be used

AASHTO No. 57 course metal clamps and securely fastened with specified by manufacturer

Hose to be inserted as

Discharge hose

Clamp

Clamp

Pump Intake hose

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

FLOW

TOP VIEW

SIDE VIEW

area

Well vegetated

Sewn in spout prior to placing aggegate

Place geotextile, type II

7.

6.

5.

4.

3.

2.

1.

NOTES

work or access areas of the project.

Do not permit discharge from the bag to drain back into

157.06. Do not cut filter bag or distribute and seed sediment.

bags. Restore the area in accordance with Subsection

Remove and properly dispose of the pumped water filter site for replacement.

filled and/or when there is a failure. Have spare bags on

Replace the bag when 50% of the sediment capacity has been

Insert only one hose into a bag at a time.

maintenance and removal purposes.

Locate bag in an area accessible by equipment for stable, erosion resistant area.

Locate bag in an area approved by the CO. Discharge onto a aggregate to level the bag.

areas are not available, place geotextile and coarse

Locate bag in level areas (less than 5% grade). When level

WATER FILTRATION BAG

U.S. CUSTOMARY DETAIL

DETAIL

M

P R

O J E

C T

S b lr i\ w m s n c (1 v a (1

P r o j

D e v C

A D

D S td -D e t\

S -1 d e ta il .d g n

T

IM

E

-M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

E157-10

NO SCALE

DETAIL APPROVED FOR USE

(PENDING) APPROVED : AUGUST 2012

NO.

NPS

116481

NO.

PMIS

147639

147611

SE NC S3SE NC NPS-BLRI WMS NC(1)

E251-01

NO SCALE

DETAILDETAIL APPROVED FOR USE

NOTE:

equivalent diameter for (D) dimension

For arch or elliptical pipes, use

Riprap Class Depth (d)-(in)

DEPTH (d)

AT CULVERT

LOOSE RIPRAP

U.S. CUSTOMARY DETAIL

APPROVED : MAY 2011

M

P R

O J E

C T

S b lr i\ w m s n c (1 v a (1

P r o j

D e v C

A D

D S td -D e t\

S -s t2

1_ d e ta il .d g n

T

IM

E

-M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S4NCSE NPS-BLRI WMS NC(1)

NO.

PMIS

147639

147611

NO.

NPS

116439 xx

D

D

Geotextile, type IV

Depth (d)

Geotextile, type IV

Depth (d)

DEnd section

Var. fill slope D

Var. fill slope

Ground

Depth (d)

Geotextile, type IV

Var. fill slope

D or S

D

End section

Diameter of pipe (D)

M in

Diameter of pipe (D)

M in

ELEVATION

ELEVATIONELEVATION

PLAN PLAN PLAN

END TREATMENT

CULVERT WITH NO

CULVERT WITH END SECTIONCULVERT WITH HEADWALL

2/

R

D

2/

R

D

Ground Ground

601-4

CUBIC YARDS OF CONCRETE

CUBIC YARDS OF CONCRETE

(typ.)

2" ty p

(typ

2" ty p

". 4 3Chamfer all exposed corners not rounded to

0.257

0.241

3’-8"

2’-0"

0’-6"

1’-0"

1’-2"

0’-9"

0’-6"

6"

0.521

0.492

5’-0"

2’-11"

0’-8"

1’-3"

1’-7"

1’-1"

0’-8"

15"

0.739

0.697

6’-0"

3’-2"

0’-8"

1’-6"

1’-9"

1’-3"

0’-9"

18"

1.398

1.319

8’-0"

3’-9"

0’-9"

2’-0"

2’-2"

1’-6"

0’-11"

21" or 24"

2.198

2.067

10’-0"

4’-3"

0’-9"

2’-6"

2’-6"

1’-9"

1’-0"

27" or 30"

3.145

2.947

12’-0"

4’-9"

0’-9"

3’-0"

2’-9"

2’-0"

1’-0"

33" or 36"

2.904

5’-8"

13’-0"

5’-4"

0’-9"

3’-7"

3’-6"

2’-0"

1’-0"

68" x 43"

2.969

5’-0"

13’-0"

4’-11"

0’-9"

3’-2"

3’-3"

1’-11"

1’-0"

60" x 38"

2.801

4’-5"

12’-11"

4’-7"

0’-9"

2’-10"

2’-9"

1’-11"

1’-0"

53" x 34"

2.512

4’-1"

12’-1"

4’-5"

0’-9"

2’-8"

2’-8"

1’-11"

1’-0"

49" x 32"

2.101

3’-9"

10’-11"

4’-2"

0’-9"

2’-5"

2’-7"

1’-10"

1’-0"

45" x 29"

1.811

3’-6"

10’-2"

4’-0"

0’-9"

2’-3"

2’-5"

1’-9"

0’-11"

42" x 27"

1.500

3’-2"

9’-2"

3’-9"

0’-9"

2’-0"

2’-4"

1’-8"

0’-10"

38" x 24"

1.236

2’-10"

8’-6"

3’-7"

0’-9"

1’-10"

2’-1"

1’-6"

0’-10"

34" x 22"

0.855

2’-6"

7’-2"

3’-3"

0’-8"

1’-7"

1’-11"

1’-5"

0’-9"

30" x 19"

0.502

1’-11"

5’-5"

2’-10"

0’-8"

1’-2"

1’-8"

1’-2"

0’-8"

23" x 14"

SMALL PIPE CULVERT

CONCRETE HEADWALL FOR

spacings (all ways)

#4 Bars at 9" max.

M a r

A

M A

M M P

R O J E

C T S b lr i\ w m s n c v a P r o j_

D e v C

A D

D S td D e t\

S s t6

.d g n

STANDARD

REG STATE PROJECT

NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

SHEETS

TOTAL

STANDARD APPROVED FOR USE 6/2005

REVISED:

PMIS

147639

147611

NO.

NPS

116481

SE NC S5NPS-BLRI WMS NC(1)

Fi ll S lo p e

F D

C

A

H

L

D

S

B

FRONT ELEVATION

SIDE ELEVATION

NOTE:

HEADWALL FOR ELLIPTICAL PIPE

SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)

HEADWALL FOR CIRCULAR PIPE

DIAMETER OF PIPE CULVERT

directed.

When pipes are on a skew, adapt and lengthen headwalls as unless otherwise indicated in the plans or by the CO.

All headwalls are oriented parallel to the roadway centerline for 1V:1.5H slope, unless otherwise designated by the CO.

Construct headwalls using dimensions shown under values angles.

Quantities shown are for one headwall with pipe at right

5.

4.

3.

2.

1.

Conc. Pipe

S

L

H

F

D

C

B

A

C.M. Pipe

Conc. Pipe

L

H

F

D

C

B

Aggregate base

METAL PIPE CULVERT

602-1

3" x 1" CORRUGATIONS

INCHES INCHES

INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

3" x 1" CORRUGATIONS 3" x 1" CORRUGATIONS5" x 1" CORRUGATIONS

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

METAL THICKNESS (INCH/GAGE)

METAL THICKNESS (INCH/GAGE)METAL THICKNESS (INCH/GAGE)

INCHES INCHES INCHES INCHES INCHES INCHESINCHES

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5 analysis by the CO.

Fill heights exceeding 100 feet require special

INCHES

" CORRUGATIONS2

1" x 3

22" CORRUGATIONS2

1" x 3

" CORRUGATIONS2

1" x 3

22 " CORRUGATIONS2

1" x 3

NO.

PMIS

147639

147611

NO.

NPS

116481

M a r

A

M A

M M P

R O J E

C T S b lr i\ w m s n c v a P r o j_

D e v C

A D

D S td D e t\

S s t6

.d g n

STANDARD

REG STATE PROJECT

SE NC S6

NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NC(1)

NPS-BLRI WMS

NO.

SHEET

SHEETS

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

NOTE:

METAL ROUND PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

DIAMETER

SIZE

PIPE

COVER

MINIMUM

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

pavement.

the pavement for both flexible and rigid height from the top of the pipe to the top of for rigid pavements. Measure maximum fill pavements, and to the top of the pavement pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular helical lockseam and welded seam pipe.

corrugations are more restrictive than those of heights for culvert pipe with annular lockseam and welded seam pipe only. Fill

The fill heights in the table are for helical

4.

3.

2.

1.

gradient.

amount of camber or increase the pipe culvert elevation of the inlet invert, reduce the parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward

SPAN x RISE

SIZE

PIPE ARCH

SPAN x RISE

SIZE

PIPE ARCH

COUPLING BAND

METAL PIPE CULVERT

602-2

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

INCHES INCHES INCHES

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

10.5

10.5

10.5

10.5

10.5

10.5

10.5

" for 21" round culvert (24" x 18" pipe arch) or more2

" for 18" round culvert (21" x 15" pipe arch) or less8 diameter of bolt:

0.052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following thicknesses thinner than the thickness of the pipe to be connected, and no thinner than as the connecting pipe. Provide coupling bands not more than 3 nominal sheet

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal rerolled with 3" x 1" pipe corrugations.

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" x 3

2ends rerolled with 2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe

Use annular corrugated bands with pipes having annular corrugations or with helical pipe steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

" corrugations on rerolled pipe ends.2 1" x 3

2sizes apply to 2

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated

42" diameter to 42" diameter, required above

Second angle connection optional

42" diameter to 42" diameter, required above

Second angle connection optional

NO.

PMIS

147639

147611

NO.

NPS

116481

M a r

A

M A

M M P

R O J E

C T S b lr i\ w m s n c v a P r o j_

D e v C

A D

D S td D e t\

S s t6

.d g n

STANDARD

REG STATE PROJECT

SE NC S7

NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NC(1)

NPS-BLRI WMS

NO.

SHEET

SHEETS

COUPLING BANDS FOR METAL PIPE CULVERT

Band Band

SLEEVE JOINT

Stab type joint

Smoother sleeve with center stop.

SMOOTH SLEEVE BAND FLAT BAND

W

SIDE VIEW

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W W

SIDE VIEW SIDE VIEW

Band Angle

Oval Lug

Bar & Strap

Wedge and Strap

Wedge

Integral Flange

STANDARD BAND CONNECTIONS

Bolts

Angle

END VIEW

ANNULAR BAND

Bolts

Angle

END VIEW

HELICAL BAND

strap connector

Bolt, bar and

Pipe

Band

END VIEW

SEMI-CORRUGATED BAND

NOTE:

Band Bolts Band Bolts

W

4 5 underdrain 6 2.

1.

Section 26 may be used.

specifications for Highway Bridges, Division II performance criteria of AASHTO Standard devices that comply with the joint

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless the dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to

Use helical corrugated bands with pipes having helically corrugated ends.

PipePipe

BandBand heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

DIAMETER

ROUND PIPE

18" –

18"– 18" – not exceeding 6" compacted depth.

Embankment material placed in layers

2’-0" –

1’-0" –

PIPE CULVERT BEDDING

METAL AND PLASTIC

602-3 minimum

1’-0"

(min.)

6"

(min.)

6" trench excavations

Reduce to 18" for *

24"

36" whichever is less

OR

Half diameter or span

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48"

2H or 12’ (max.)

2H or 12’ (max.)

2H or 12’ (max.)

2H or 12’ (max.)

2H or 12’ (max.)

2H or 12’…