Plans_-_FW-TNS_113(1).pdf

A0010 15101-0000 MOBILIZATION LPSM ALL

A0060 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0110 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15702-1000

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

(FLEXIBLE TUBING) LPSM ALL

A0210 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 11,400

A0260 15705-0400 SOIL EROSION CONTROL, EARTH BERMS LNFT 6,700

A0310 15706-1600

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION

ENTRANCE EACH 1

A0360 15706-2200 SOIL EROSION CONTROL, FILTER BAG EACH 1

A0410 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0460 20101-0000 CLEARING AND GRUBBING ACRE 4.9

A0510 20301-1200 REMOVAL OF HEADWALL EACH 1

A0560 20301-1900 REMOVAL OF PIPE CULVERT EACH 5

A0610 20301-2400 REMOVAL OF SIGN EACH 2

A0660 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (HANDRAIL) LPSM ALL

A0710 20402-0000 SUBEXCAVATION CUYD 100

A0760 20420-0000 EMBANKMENT CONSTRUCTION CUYD 34,000

A0810 25102-2000 PLACED RIPRAP, CLASS 2 TON 40

A0860 25102-3000 PLACED RIPRAP, CLASS 3 TON 160

A0960 30101-4000 AGGREGATE BASE GRADING C OR D TON 7,000

A1010 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 7,000

A1060 40201-0500

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS

B, GRADING B ,TYPE IV PAVEMENT ROUGHNESS

(STRAIGHTEDGE)

TON 6,200

A1160 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (WINGWALL AND

FOUNDATION) CUYD 25

A1210 55401-1000 REINFORCING STEEL (WINGWALL AND FOUNDATION) LB 3,800

A1260 60101-0000 CONCRETE (SIDEWALK) CUYD 3

A1310 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 6

A1360 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 4

A1410 60201-0600 18-INCH PIPE CULVERT LNFT 80

A1460 60201-0800 24-INCH PIPE CULVERT LNFT 195

Estimated Quantities

Bid Schedule Line Item No. Pay Item Number Pay Item Description Unit

A1510 60201-1000 36-INCH PIPE CULVERT LNFT 80

A1560 60220-0300 4 FEET SPAN, 3 FEET RISE PRECAST REINFORCED

CONCRETE BOX CULVERT LNFT 92

A1610 60220-0450

4 FEET SPAN, 6 FEET RISE PRECAST REINFORCED

CONCRETE BOX CULVERT LNFT 46

A1660 60403-1400 INLET, TYPE 5B EACH 1

A1710 60413-0000 TRENCH DRAIN LNFT 15

A1760 60915-1000 WHEELSTOP, CONCRETE EACH 30

A1810 61920-2000 REMOVE AND RESET GATE EACH 2

A1860 62501-0000 TURF ESTABLISHMENT ACRE 5.6

A1910 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SQFT 25

A1960 63308-3000 OBJECT MARKER, TYPE 3 EACH 2

A2010 63309-0200 DELINEATOR, TYPE 2 EACH 12

A2060 63316-1000 REMOVE AND RESET SIGN EACH 1

A2110 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 38,500

A2160 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 4

A2210 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 40

A2260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 255

A2310 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 150

A2360 63701-0000 FIELD OFFICE EACH 1

A2410 64620-0400 REMOVE AND RESET MAILBOX EACH 1

A2460 64703-1650 MITIGATION, FLASH BOARD RISER EACH 1

Estimated Quantities

Bid Schedule Line Item No. Pay Item Number Pay Item Description Unit

Pay Item Pay item Pay Item Pay item Pay Item Pay Item Pay Item Pay item Pay item 20101-0000 20301-2400 60101-0000 60915-1000 61920-2000 63308-3000 63309-0200 63316-1000 64620-0400

Clearing and

Grubbing

Removal of Sign

Concrete (Sidewalk)

Wheelstop, Concrete

Remove & Reset, Gate

Object Marker, Type 3

Delineator, Type 2

Remove and Reset

Sign

Remove and Reset Mailbox

Acre Each Cuyd Each Each Each Each Each Each 399+85 to 0.66 2 414+20 407+25 to 0.46 414+50 415+50 to 0.65 2 424+20 424+20 to 0.59 1 429+60

429+60.0 to 0.56

436+50.0 436+50.0 to 0.58 2 443+50.0 443+50.0 to 0.31 8 1 2 450+75.0 450+75.0 to 0.32 485+40.0 458+40.0 to 0.28 2 465+60.0 465+60.0 to 0.30 471+47.0 303+15 to 0.05 4 309+82 299+18 Levee 1/11 to 0.05 1 2.5 10 and Maint.

303+15 Parking 100+00 to 0.10 3 1 2 1 108+00

Intersection 399+50 2 1 Haul and

Levee 1/11

Subtotal this Sheet 4.9 2 3 25 2 2 12 1 1

Rounded Total 4.9 2 3 30 2 2 12 1 1

D3

D8

CLEARING AND REMOVAL SUMMARY

S H

E E

T

E1

STATION

D4

D5

F1

E1

D10

D9

D2

Haul Road

Haul Road

REMARKS

Haul Road

Haul Road

Haul Road

Haul Road

Haul Road

Haul Road

Levee 1/11

Refuge Lane

D1

D6

D7 Haul Road

E2

Haul Road

Pay item Pay item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay item Pay item Pay item

20301-1200 20301-1900 25102-2000 25102-3000 55401-0200 55401-1000 60103-0140 60103-0180 60201-0600 60201-0800 60201-1000 60220-0300 60220-0450 60403-1400 60413-0000 64703-1650

Removal of Headwall

Removal of pipe culvert

Placed Riprap Class 2

Placed Riprap Class 3

Structural Concrete, Class

A (AE)

(Wingwall and Foundation)

Reinforcing Steel

(Wingwall and Foundation)

Concrete Headwall 24" pipe culvert

Concrete Headwall 36" pipe culvert

18" Pipe Culvert

24" Pipe Culvert

36" Pipe Culvert

4' Span x 3' Rise Precast Reinforced

Concrete Box Culvert

4' Span x 6' Rise Precast Reinforced

Concrete Box Culvert (Water

Control Structure)

Inlet, Type 5B Trench Drain

Mitigation, Flashboard

Riser

Each Each Tons Tons Cuyd Lb Each Each Lnft Lnft Lnft Lnft Lnft Each Lnft Each

399+85 RT

1 156 25 3800 92 46 1

414+20 LT

407+25 RT

to

414+50 LT

415+50 RT

to 17 2 46

424+20 LT

424+20 RT

429+60 LT

429+60.0 RT

to

436+50.0 LT

436+50.0 RT

to 1 3 2 40

443+50.0 LT

443+50.0 RT

to 1 6 2 32

450+75.0 LT

450+75.0 RT

to

485+40.0 LT

458+40.0 RT

to 1 3 2 32

465+60.0 LT

465+60.0 RT

to 1

471+47.0 LT

RT Intersection 399+50 1 3 2 70 Haul &

LT Levee 1/11 & 298+19 RT Levee 1/11 & to 77 1 and 303+15 LT Maint. Parking 100+00 to RT 3 52 14 108+00

1 5 35 156 25 3800 6 4 77 194 78 92 46 1 14 1

1 5 40 160 25 3800 6 4 80 195 80 92 46 1 15 1

Subtotal this Sheet

D7

E2

D2

E1

D3

D4

D5

D6

D9

STATION

S

ID

E

S H

E

ET

D1

DRAINAGE SUMMARY

REMARKS

Haul Road

D10

Rounded Total

F1

Haul Road D8

Haul Road

Haul Road

Refuge Lane

Haul Road

Haul Road

Haul Road

Haul Road

PAVEMENT MARKING SUMMARY

Pay item 63405-0850 Pavement

Markings, Type B, Accessibility

Symbol

4" Edge Left White Solid

4" Edge Right Solid

White

4" Parking Solid White

4" Double Yellow Each

Sta 400+32 Haul Road & D1- D10 to 7036 7036 14062 1 Pintail Observation

470+93 300+00

E1- E2 to 982 982 149 1964 1 Levee 1/11 309+82

Maintenance E2 299+48 607.00 1 Edge lines and

Pull-in Parking Stalls

100+00 F1 to 800 800 1600 1 Refuge Lane

108+00

F1 101+50 102.0 Refuge Entrance Parking stalls

D1, D10 60.0 Stop Bars

8818 8878 858 17626 4 9450 9450 900 18700 4

REMARKSSTATION

S H

E E

T

Subtotal This sheet Rounded Total

Lnft

Pavement Markings, Type B, Solid

Pay Item 63401-0300

Pay Item Pay Item Pay Item Pay Item No Pay Pay Item Pay Item Pay Item Pay Item Pay item Pay Item

15705-0100 15705-0400 15706-1600 15706-2200 20402-0000 20420-0000 30101-4000 30303-2000 40201-0500 62501-0000

Soil Erosion Control, Silt

Fence

Soil Erosion Control, Earth

Berm

Soil Erosion Control, Stabilized Entrance

Soil Erosion Control, Filter

Bag

Roadway Excavation Subexcavation

Embankment Construction

Aggregate Base Gading C or D

Aggregate Surface

Reconditioning

Hot Asphalt Concrete

Pavement, Marshall Test, Class B, Grading B

Turf Establishment

Lnft Lnft Each Each Cuyd Cuyd Cuyd Ton Sqyd Ton Acre

D1-D10 400+00 to 470+96 6935 1 6080 95 30501 6172 4115 5.4 Haul Road

E1 303+15 to 309+82 1964 2306 606 0.05 Levee 1/11

267 1506 310 0.05 Maint. Parking & Levee 1/11

F1 100+00 - 108+00 1600 6663 1 83 2647 561 0.1 Refuge Lane

Subtotal this Sheet 10766 6663 1 1 6080 95 30501 6255 6459 5592 5.6

Rounded Total 11400 6700 1 1 6700 100 34000 7000 7000 6200 5.6

SOIL EROSION CONTROL & EARTHWORK SUMMARY

REMARKS

S h e e t

STATION

299+18 to 303+15E2

* For information only

Pay Item

63504-1000

W

ID

T H

H E

IG

H

T

A R

E A

Temp. Traffic Control, Construction Signs

(in) (in) (sqft) Sqft ft

E635-5 R11-2 ROAD CLOSED 48 30 10.00 Black on orange 2 20

M4-10L DETOUR 48 18 6.00 Black on orange 1 6

W20-2 DETOUR AHEAD 36 36 9.00 Black on orange 1 9

M4-9R DETOUR (RIGHT ARROW) 30 24 5.00 Black on orange 3 15

M4-9L DETOUR (LEFT ARROW) 30 24 5.00 Black on orange 3 15

M4-9 DETOUR ( STRAIGHT ARROW) 30 24 5.00 Black on orange 2 10

W16-8P HAUL ROAD 30 8 1.67 Black on orange 6 10

R5-1 DO NOT ENTER 36 36 9.00 Black on orange 1 9

M4-8a END DETOUR 24 18 3.00 Black on orange 3 9

ET635-6 W20-1 ROAD WORK AHEAD 36 36 9.00 Black on orange 5 45

ET635-6 W20-4 ONE LANE ROAD AHEAD 36 36 9.00 Black on orange 4 36

ET635-6 W20-7A FLAGGER SYMBOL 36 36 9.00 Black on orange 5 45

ET635-6 G20-2 END WORK 36 18 4.50 Black on orange 3 14

R3-1 NO RIGHT TURN 36 36 9.00 Black on orange 1 9

Subtotal this Sheet 94.2 40 252 0

Rounded Total * * 255 * Q

U A

N T

IT

Y

SUPPORT

(NO PAY)

REMARKS

CONSTRUCTION SIGNS

Detail No. MUTCD NO. SIGN TEXT

PANEL SIZE

COLOR

COMBINATION

E157-01

U.S. CUSTOMARY DETAIL

DETAIL

NOTES:

ENTRANCE

STABILIZED CONSTRUCTION

shoulder

Existing

2.

1.

NO SCALE APPROVED : MAY 2011

DETAIL APPROVED FOR USE

ft ( min

(6" minimum depth)

AASHTO M-43, size #3 stone the aggregate base.

the entire area prior to placing

Place Geotextile, Type IIB, over drainage ditches.

where entrance crosses existing

Install temporary 18" pipe culverts entrance when required.

Construct drainage ditches along

S1

50 ft (m in.)

Exis ting Ro adway

Work area boundary

(if required) pipe culvert

Temporary 18"

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

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

:1 :3

A

-J u n -2

:1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

TN FW-TNS 113(1) SE

E157-02

DETAIL

g r o u n d m in

P o s t f t a b o v e

7.

6.

5.

4.

3.

2.

1.

6"

8" trench

6" in to g r o u n d m in

S te e l p o s t d r iv e n

W o o d p o s t d r iv e n

NOTES:

WIRE-BACKED SILT FENCE

DETAIL APPROVED FOR USE

24"

B

B

(See note 2)

Section A Section B

A A

WIRE-BACKED SILT FENCE CHECK DAM

JOINING TWO ADJACENT SILT FENCE SECTIONS

ELEVATION

PLAN

m a x

S ta p le s p a c in g

Flow

Staple

Section B

Posts Staple

Section A

INSTALLATION AT TOE OF FILL

WIRE-BACKED SILT FENCE

A A

INSTALLATION AT TOE OF FILL

WIRE-BACKED SILT FENCE

T o e o f s lo p e

Flow

Varies

Fi ll slo pe

SECTION A-A

PLAN

Varies

Flow

ELEVATION

with wire 10 ft max.

Spacing

Flow m in

Flow

SECTION B-B

Backfilled and compacted soil m a x im u m

S p a c in g f t

APPROVED : MAY 2011

around the end of the silt fence.

to prevent water from flowing

Provide sufficient length

Filter fabric

Spacing 4 ft max. with wire

6 ft long post (max.)

Wire Mesh fence check dam) installation of silt (Use only with Riprap, Class I fabric

Filter

(undisturbed)

Existing ground

Limits of clearing of the silt fence water from flowing around the end

Provide sufficient length to prevent bottom strand

" dia. top and8 1Min.

vertical wires

" dia. middle and32 3Min.

vertical wires

" dia. middle and32 3Min.

bottom strand

" dia. top and8 1Min.

Extend wire and fabric into trench.

wood posts.

Use 70 inch minimum height x 3 inch diameter self-fastener angle steel type.

Use 60 inch minimum height steel posts, of the directed by the CO.

in width and fasten adequately to the wire as

Use filter fabric that is a minimum of 45 inches

12 inch stay spacing.

in width and has a minimum of 6 line wires with

Use wire mesh that is a minimum of 32 inches information for installation procedures.

are satisfied. Follow manufacturer's will be allowed as long as specified minimums

Alternate pre-assembled silt fence options

Control Plan.

flow conditions only when specified on Erosion

Use silt fence check dam installation for low

Filter Fabric J u n

A

M A

M M P

R O J E

C T S F

W S T

E N

N tn s p r o j_ d e v C

A D

D S td

D e t\

S s t1 d e ta il .d g n

J u n

A

M A

M M P

R O J E

C T S F

W S T

E N

N tn s p r o j_ d e v C

A D

D S td

D e t\

S s t1 d e ta il .d g n

REG STATE PROJECT

SHEET NO.

NO SCALE

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

P

A T

H

D

A T

E

SE TN S2FW-TNS 113(1)

B B

Channel Bottom

Top of Bank

(See Table 1 For approx. height)H

Flow

A

A

Sandbag Berm

Flow

Bottom

Channel

SECTION B-B

PLAN VIEW

Sandbag Berm X-Section

Flow Flow

Proposed CulvertTop of Bank

Sandbag Berm during construction layed on channel bed

Temporary flexible tubing

SECTION A-A

Profile View

Notes:

of proposed box culvert.

will vary with construction

Location of flexible tubing

TABLE 1

REVISED:

DETAIL

DIVERSION

FLEXIBLE TUBING

E157-5A

U.S. CUSTOMARY DETAIL

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S03 installed between sandbags

Polyethylene sheeting

54'

Capacity (cfs)

Temporary Pipe of Sandbag Berm

Approx. Height (H)

(cfs)

Q

2.0 ft

Sta.

405+33.22

Proposed Box Culvert

Roadway Centerline

(3) 18" Temporary Flexible Tubing

(3) 18" Temporary Flexible Tubing

43'

Channel Bottom

Bank

Top of of 18 inches.

sheets are used, overlap a minimum sandbags on the sheeting. Where multiple much as possible. Then palce the remaining these bags. Fit the sheeting around the pipe as sheeting first, and then sheeting placed on sandbags on the downstream side of the order to provide the best possible seal. Place and the sandbag plug in the box culvert, in inside the sandbag berm in the channel

Place polyethylene sheeting (6 mil. minimum) and filter bags.

upon the top of the sandbag berm, use pumps

In the event that the water level is encroaching during construction as necessary.

Move around flexible pipes within the culvert top of bank within the stream.

Construct the sandbag berm to the height of the is not sized to accomidate the 2-yr storm.

the streams is being intermittent. This diversion

Utilize flexible pipe diversion when the flow in

5.

4.

3.

2.

1.

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t1

A d e ta il .d g n

:1 :2

-J u n -2

Berm, 4' width x 2' height, min.

6"

2' min.

9" min.

m in m in or as directed

5' ± radius or as directed

5' ± radius m in

STANDARD APPROVED FOR USE 6/2005

157-7

AND LINED WATERWAYS

BERMS, SLOPE DRAINS,

TEMPORARY EROSION CONTROL

Temporary 1' Ø

SE TN FW-TNS 113(1) S4

P

J u n e

U

S C

P

R O J E

C T S F

W S T

E N

N tn s p r o j_ d e v C

A D

D S td

D e t\

S s t1 d e ta il .d g n

REG STATE PROJECT

NO.

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

NO SCALE

6.

5.

4.

3.

2.

SLOPE DRAINS

WATERWAY

PLASTIC LINED

TOE-OF-FILL SLOPE BERM

CUT SLOPE BERM

PLAN PLAN

SECTION C-C

SECTION B-BSECTION A-A

Use Class 2 temporary riprap.

immediately after berm construction.

Seed and mulch all cut slope berms and toe-of-fill berms from disturbed areas.

Use toe-of-fill slope berms to divert offsite runoff away

Plastic liner is not required for rock embankments.

Do not use transverse or longitudinal joints in plastic liner.

runoff velocity when existing grades are steep.

designated by the CO. Use check dams to reduce the slopes as shown on the Erosion Control Plans or as

Construct temporary berms at the top of all erodible cut

Use slope drains until the slopes are permanently stabilized.

Place all slope drains at the end of each work shift.

on the Erosion Control Plans or as designated by the CO.

the embankment is constructed. Use spacings as shown

Use temporary slope drains (berms, drains, and riprap) as temporary riprap stabilized area or on

Discharge in drainage ditch, to direct into end section contain surface drainage and

Berm, length as required to temporary riprap stabilized area or on

Discharge in drainage ditch, End section to direct into end section contain surface drainage and

Berm, length as required to

Slope drain

Fill slope

Flow line fill surface intermediate

Subgrade or

Original ground

Slope rounding

Cut slope

Berm

Roadway

(See Note 3)

Plastic liner

Fill slope

Waterway fill surface intermediate

Subgrade or

Berm

Original ground

Silt fence

Berm

(when required)

Toe of fill ditch

FLOW

FLOW

FLOW

Berm at top of fill slope

FLOW FLOW

Berm at top of fill slope

Toe of slopeToe of slope

FLOW

FLOW

B

B

CC

A

A

Graded roadbed Graded roadbed

FLOW

compacted with wheel or track (typ.)

Plastic liner or riprap protected slopeflexible tubing may be end dumped

Temporary riprap may be end dumped

Temporary riprap

End section

Clamp

Clamp

Pump

Intake hose straps

Heavy duty lifting metal clamps and securely fastened with specified by manufacturer

Hose to be inserted as

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

WATER FILTRATION BAG

U.S. CUSTOMARY DETAIL

DETAIL

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

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

:2

:5

-J u n -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

Pump discharge hose

Pump discharge hose

APPROVED : FEBRUARY 2013

is required.

course aggregate only when leveling

Use 6" minimum depth AASHTO No. 57 work or access areas of the project.

Do not permit discharge from the bags to drain back into according to Subsection 157.13.

Do not cut or empty filter bag onsite. Restore the area site for replacement.

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

Replace bags when 50% of the sediment capacity has been

Insert a maximum of one hose in each bag at any given time.

maintenance and removal.

Locate bags in areas accessible by equipment for stable, erosion resistant areas.

Locate bags in areas approved by the CO. Discharge onto a aggregate to level the bags.

areas are not available, place geotextile and coarse

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

S5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

SE TN FW-TNS 113 (1)

E251-01

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 F

W S T

E N

N \t n s (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

:2

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S6 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

M

P R

O J E

C T

S F

W S T

E N

N \t n s (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

:2

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

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.

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

STANDARD APPROVED FOR USE 6/2005

S7

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.

Conc. Pipe

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

J u n

A

M A

M M P

R O J E

C T S F

W S T

E N

N tn s p r o j_ d e v C

A D

D S td

D e t\

S s t6

.d g n

STANDARD

SHEET NO.

S8

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

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

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

1.

d g n

:3

1:

-J u n -2

:3

A

Embankment material placed in layers not exceeding 6" compacted depth.

METAL AND PLASTIC

PIPE CULVERT BEDDING

602-3

* Reduce to 18" for trench excavations 24"

36" whichever is less

OR

Half diameter or span

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48" or 36" (max.) for embankment installations

Compacted backfill material placed in layers not exceeding 6" compacted depth meeting the following:

Metal Pipe: Maximum particle size = 3"

Soil classification: A-1, A-2, or A-3

Plastic Pipe: Maximum particle size: 11 2"

Soil classification: A-1, A-2-4, A-2-5, or A-3

Or lean concrete backfill in accordance with Section 614.

J u n

A

M A

M M P

R O J E

C T S F

W S T

E N

N tn s p r o j_ d e v C

A D

D S td

D e t\

S s t6 d e ta il .d g n

STANDARD

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

18" ±

18"± 18" ±

2'-0" ±

1'-0" ±

1'-0" minimum

6"

(min.)

6"

(min.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)1 excavation in trench

18" (min.)

12" (min.), 24" (max.)

"/foot of cover,2

6" in uncompacted depth.

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material

S9

Roadway embankment

Roadway embankment

ABOVE NATURAL GROUND

Roadway embankment

Natural ground

ON NATURAL GROUND

Roadway embankment

Natural ground

NATURAL GROUND

ABOVE AND BELOW

Bedding material (uncompacted)

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

Roadway excavation

ON UNSTABLE MATERIAL

Natural ground

Roadway embankment

ON UNYIELDING MATERIAL

Roadway embankment

Natural ground

H * H *

PIPE BEDDING

BEDDING DEPTH

PIPE SIZE (H) DEPTH

NOTE:

MULTIPLE PIPE INSTALLATION

MINIMUM SPACING

SPACING

or Span

Diameter

Toe plate

ELEVATION

or Span

Diameter

Toe plate

SECTION A-A

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

PIPING PLUG

H

A

A Width

(see table)

Minimum spacing dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward from a chord

2.

1.

H H

Piping plug

H H

H H

Finished subgrade

Bedding

Natural ground

Finished subgrade

Bedding

Finished subgrade

Bedding treatment

Culvert end Bedding before trench excavation embankment height

Finished subgrade or

Original natural ground surface fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Finished subgrade depth table

See bedding section Metal end

Pipe culvert

Embankment slope

High water elevation

H H

H

H

H H

H

H H or SPAN

DIAMETER

Metal end section

Finished subgrade

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

-3 d e ta il .d g n

:3

-J u n -2

EASTERN FEDERAL LANDS HIGHWAY DIVISION

16'-0" ty p

(typ.)

4'-0"

WingwallCL (typ.)

ty p

5'-4"5'-4" 5'-4"

16'-0"

5'-4"

StructureCL

StructureCL

37'-10"

(t y p

32° 45̊ (typ.)

Notes:

602-A

DETAILDETAIL APPROVED FOR USE

S10

PLAN

ELEVATION

Aluminum Stop Logs

(t yp

(t yp (t yp

(t yp

(typ.)

8" ty p

C RoadwayL

3. Inlet & Outlet Lt and Rt wingwall skew angle = 45°.

2. Bridge loading, HL-93.

Construct parallel headwalls.

1. Precast reinforced box culvert skew angle = 32° left forward of roadway.

No Scale

AND WINGWALL

BOX CULVERT

and E647-B)

(See DETAIL E647-A

Flashboard Riser

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S -6

-A

S -6

-A

S -6

-B

R

C B .d g n

:3

:0

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REVISED: --/--

604-A

TRENCH DRAIN

Not to Scale DETAIL ADOPTED FROM THE TENNESSEE DOT

" Clear Min.2

12" O.C. Max.

Bars A400 @

"2 12 "2

C le a r M in

24"6"

V a r ie s

"16 111 "

Bars A400

M in

M a x

L

Frame and Grate

6" Min. Compacted Subbase

0.5% Min.

Grate

Frame

PERSPECTIVE VIEW

TYPICAL TRENCH CROSS SECTION

PROFILE VIEW

2 d eg

"16 31 "2

"8 for #3 Rebar

Cored Hole

FRAME DETAIL SHOWING LUG

Height < 1' - 6"

Bars H400 @ 9" for

Height > 1' - 6"

" for2

Bars H400 @ 4

See Note 1

Frame Lug

Tied to Bars H400

Bars A401 @ 12" O.C. Max.

(4 per Grate)

Stainless Steel Bolt

Stainless Bolt

"4

-16 x 2 8 Hole for

S11 by the CO.

4. Precast trench drains sections can be used with the approval for maintenance.

3. Attach grates loosely to the trench drain frames to allow

HS-20 loading.

2. Use heavy duty grate and frame, capable of supporting placed prior to pouring the trench walls.

Provide lugs with a hole through which a #3 rebar may be on center. Lug type may vary by manufacturer.

1. Provide trench drain frames with lugs spaced at 12 inches

Notes:

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

-A -t r e n c h d r a in .d g n

:4

-J u n -2

:4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

E604-04

DETAILDETAIL APPROVED FOR USE

12 Rods @ 4'' = 3' - 8''

6'' 6''

2'' 2''

4''

5''

8''

4' - 4''

4'' 4''4'' (Typ.) 2''

(24 required)

'' X 1 3/4'' Rod8

TYPE 5B

INLET

''4

''4

4 ''

''2

3' - 11

''2

4' - 5

GRATE FRAME

SECTION D-D

3'-7''

SECTION E-E

SECTION F-F

SECTION G-G

" rod8 electro forged

Resistant weld or

''2

2' - 4

''4

VIEW C- (Oblique)

(Two req'd) "2

1" x 4'-4 2

" x 2

3 (Two req'd) "2

1" x 2'-10 2 14" x 3" x

VIEW-B (Oblique)

VIEW-A

VIEW-B

''2

''8

''2 1 ''

''8

" Bar2

" x 4 2

" x 3 2

APPROVED : MAY 2011

"2

"2

" X 4'/3" Bar2 1" X 3 2

1" Diameter

NOTES:

(Four req'd)

" x 8" Bolt & Nuts4

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6 d e ta il .d g n

:4

:0

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S12

Frame and grate shall be steel.

3. All metal parts of frame and grate shall be hot dipped galvanized after fabrication.

centers and vertical ars on 12" centers.

2. In floors, place bars on 6" centers each way. In walls, place horizontal bars on 6"

" minimum from face of concrete.2

1. All reinforcing bars shall be #5 placed 1

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

E609-02

DETAILDETAIL APPROVED FOR USE

1/2

WHEELSTOP

CONCRETE

APPROVED : MAY 2011

to, stall lines.

Center wheel stops between, and perpendicular

Note:

standards.

the approval of the CO to meet manufacturer's

Variations in wheel stops will be allowed with2.

S13

2'' R

1 '' R

1 14''

2''

4''

''8

1 14''4

''2

1 18''

'' Sealant

1'' Grout

4'' Dia. Steel pin, 3' long

#4 Reinforcing rods. Extend to within 1'' of ends of wheelstop

1'-0''1'-0''

7'-8''

'-8

6'' Minimum

7'-8''

NOT TO SCALE

SECTION A-A

area surface

Existing parking

A

A Formed holes for pins

ANGULAR PARKING

STOP

WHEEL

pavement

Edge of

Painted stall lines

Painted stall lines

Edge of pavement

HEAD-ON PARKING

V a r.

obstructions, as directed by the CO.

Increase distance for walls or other

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S

-2 .d g n

:4

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

1_ d e ta il .d g n

:5

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE DETAIL

NOTES:

E633-01

SIGN

STRUCTURES

D (min.)

CHART A

(Inch)

Post Size

6 x 6 (Wood)

4 x 6 (Wood)

4 x 4 (Wood)

3'

4'

4'

Single Post Double Post

Triple Post

Quadruple Post

(sq. ft.)

Maximum Sign Area

NO SCALE

DOUBLE POST

TRIPLE POST

CHART B

Post Size

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

Hole Diameter

None Required

1.5''

3''

2''

WITH BATTEN

FASTENER DETAIL

WITHOUT BATTEN

NO SHOULDER

ROADSIDE SIGN RURAL DISTRICT

pavement

Edge of

N o t le s s t h a n f t than less

Not

2'-0" t le s s t h a n f t

6 ft

Not less than

6 ft

Not less than pavement

Edge of t le s s t h a n f t

SPEED PLAQUE RURAL DISTRICT

WARNING SIGN WITH ADVISORY

WITH SHOULDER

ROADSIDE SIGN RURAL DISTRICT

Shoulder

6 ft

Not less than t le s s t h a n f t

1 (typ.)

1'' x 3'' Wood batten Sign panel

* See note 6

QUADRUPLE POST

W

W 5

W 5 3W m a x m a x

Sign panel

Wood post (fixed)

Traffic and CHART A

D

BREAKAWAY SUPPORT DETAIL

1.

2.

3.

4.

5.

6.

(MUTCD), latest edition.

on uniform Traffic Control Devices for Streets and Highways'

Locations and height to be in accordance with the 'Manual latest edition.

''Standard Highway Signs'' as specified in the MUTCD, For sign punching details, see the blank standards in the

H

W

W 4

W 4 W 4

W

W 6

W

W

W of non-breakaway signs.

or shield with approved barrier. Do not place holes in posts apart. Place non-breakaway signs outside the clearzone required and posts cannot be spaced a minimum of 7 feet are considered to be non-breakaway if multiple posts are

For signs requiring posts sizes 6'' x 6'' and greater, signs

APPROVED : MAY 2011

as approved by the CO.

aluminum or galvanized steel or equal

M10 bolt, hexnut and washer, 2024-T4

RESIDENTIAL DISTRICT

ROADSIDE SIGN BUSINESS OR

by the CO. D(min.) is given in CHART A.

Luminaires, and Traffic Signals', latest edition or as directed

'Specifications for Structural Supports for Highway Signs, latest edition, Section 2A.21 and the AASHTO manual

Traffic Control Devices for Streets and Highways' (MUTCD), Depth, D, is to be in accordance with the 'Manual on Uniform

Holes (See Chart B) than 10 square feet.

Use double posts if W is over 3 feet or the sign is larger

See note 6

See note 6

S14 to exceed 30-inches.

Use wood battens bolted to post at vertical spacings not

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

1_ d e ta il .d g n

:5

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

TN FW-TNS 113(1) SE

SPEED

LIMIT

STOP

M PH

DETAIL APPROVED FOR USE NO SCALE

'-8

7'-8''

'-8

7'-8''

'-8

7'-8''

5' min. walkway

8' min.

5' min. walkway

5' min. walkway

8' min.

5' min. walkway

11' min.

18 "

18"

9' 18.5'

8' min

18.5'

18"

5' min

18.5'

18.5'

18 "

5' min

Angle A 45 60 75 90 o o o o

25' 22' 20' 18.5'Minimum Length of stall B

12.7' 10.4' 9.3' 9.0'

* Chart based on dimensions recommended in "Parking Principles".

Stall width, C, parallel to aisle

Parking Layout Dimensions for 9-ft. wide stalls*

E634-05

CHART B

IN PARKING AREAS

PAVEMENT MARKINGS

stall lines

4" painted stall lines

4" painted stall lines

Painted stall lines

4" Painted

6'' min.

6'' Min.

stall lines

4" Painted stall lines

4" Painted

6'' Min.

8' min.

6'' Min.

APPROVED : MAY 2011

REVISED : JANUARY 2013

S15

Perpendicular curb ramp

Handicap Parking Sign (typ)

R7-8

R7-8P

A

B

See Chart B

Perpendicular curb ramp

B

See Chart B

See Chart B

Van accessible aisle

Handicap Parking Sign (typ)

A

R7-8

R7-8P

A

B

Handicap Parking Sign (typ)

R7-8

R7-8P

Perpendicular curb ramp

Perpendicular curb ramp Handicap Parking Sign (typ)

R7-8P see detail 609-2

Wheel stop (typ), A

ANGULAR PARKING

Wheelstop (typ)

B

C

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

ANGULAR PARKING

SINGLE PARKING SPACE

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

ANGULAR PARKING

DOUBLE PARKING SPACE

HEAD-ON PARKING

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

HEAD-ON PARKING

DOUBLE PARKING SPACE

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

HEAD-ON PARKING

SINGLE PARKING SPACE

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

R7-8

CHART A

Required Accessible Spaces in Parking Areas* in Parking Area

Total Parking Spaces

Spaces

Number of Accessible

Required Minimum over 1,000

501 to 1,000

401 to 500

301 to 400

201 to 300

151 to 200

101 to 150

76 to 100

51 to 75

26 to 50

1 to 25

20 plus 1 for each 100

2 percent of total

* Chart based on "Americans with Disibilities Act" Design Guide.

(typ

W h e e lsto p

(typ)

Wheelstop (typ)

Wheelstop

(typ

W h e e lsto p aisle

Van accessible

(typ

W h e e lsto p

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

EASTERN FEDERAL LANDS HIGHWAY DIVISION

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

1_ d e ta il .d g n

:5

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE DETAIL

E635-01

CONSTRUCTION TRAFFIC

CONTROL SIGN MOUNTING

NO SCALE

NOTES:

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

Post Size

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

Diameter

Hole

10 20

1 Post 2 Post 3 Post 4 Post

Maximum Sign Area (Sq. ft.)

165125

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

M in

Note:

Roadway

M in

Roadway

2'-0''

M in

D

M

2'-0''

Roadway

Sidewalk

M

6' to 12'

6'-0''

M

APPROVED : MAY 2011

utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, non-breakaway sign.

or be shielded by barrier. Do not place holes in posts of spacing, the sign should be placed outside the clearzone

Detail. If breakaway design cannot be used due to post

For posts 6'' x 6'' and greater, see the Breakaway Support a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6'' x 6'' posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, of NCHRP-350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs, however, sign mounts shall hold the sign

The Contractor may submit alternate details for than 10 square feet on double posts.

Mount signs that are wider than 3-feet or larger

(See notes 3 and 4)

6.

5.

4.

3.

2.

1.

S16

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

M PH.. .

CLOSED

RIGHT LANE

AHEAD

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S s t6

1_ d e ta il .d g n

:5

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50' - 100' (optional)50' - 100'

STANDARD APPROVED FOR USE 6/2005

See Note 6

10' min.

ET 635-6

S17

DETAIL

U.S. CUSTOMARY DETAIL

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J u n e

U

C

P

R O J E

C T S F

W S T

E N

N tn s p r o j_ d e v C

A D

D S td

D e t\

S s t6

E F L

T E

M P .d g n

ROAD

WORK

AHEAD AHEAD

ONE LANE

ROAD

ROAD WORK

END

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7aW20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

NOTE:

NO SCALE

BUFFER SPACE

Flagger location Channelizing devices

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Flagger location

LENGTH

BUFFER SPACE

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

Device spacing

3'-0" concrete box culvert

4' x 6' Reinforced

" 7

EL 356.36

EL 357.02

EL. 360.02

ty p

(typ.)

12"

0.5%

Aluminum Stop Log

E647-A

DETAIL

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S -6

-A

S -6

-A

S -6

-B

R

C B .d g n

:3

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

TN FW-TNS 113(1) SE

TOP VIEW

ELEVATION

FRONT VIEW

Notes:

(typ.)

8" ty p

L

Roadway

Proposed

2'-8"

23'-9"

23'-0" 23'-0" ty p ty p

8" (typ.)8" (typ.)

C Roadway

No Scale

FLASH BOARD RISER

S18

(Water Control Structure)

4' x 3' Flash Board Riser

Aluminum Stop Log

Walkway.

4. See Detail E647-B for Flash Board Riser and culvert (RCB).

3. See Detail 602-A for 4' x 6' Reinforced box information.

See Section 104.03 for additional to the CO for approval prior to installation.

supporting calculations for Flash Board Riser

2. Submit shop drawings, details and ground.

1. Place Flash Board Riser on level

36"

5'-4"

W 14x43

E647-B

DETAIL

M

P R

O J E

C T

S F

W S T

E N

N \t n s (1 p r o j d e v C

A D

D S td

D e t\

S -6

-A

S -6

-A

S -6

-B

R

C B .d g n

:3

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

TN FW-TNS 113(1) SE

and Housing

Floor Grating

CL_SG

43SHLD_SGFM_SSGHPF

42SHLD_SGFM_SSGHPF

CL_SG

43SHLD_SGFM_SSGHPF

42SHLD_SGFM_SSGHPF

0.5%

361.5 O.H.W

361.5 O.H.W

Notes:

Aluminum Stop Logs

W8x35

Aluminum Stop Logs

4'-8"

W8x35

FLASH BOARD RISER DETAIL

ACCESS WALKWAY AND

WALKWAY ELEVATION

WALKWAY CONNECTION DETAIL

FLASH BOARD RISER AND

WALKWAY TYPICAL SECTION

WATER CONTROL STRUCTURE (FLASH BOARD RISER) AND

23'- 9"

LLCL

W14x43

W14x43

Flash board riser

No Scale

5'-0"

W8x35 4'-0"

3'-0"

W8x35

(typ.)

1/2" Plate

1/2" x 2 1/2" Long Anchor bolt (typ.)

1 1/2" Ø Pipe rail beyond

1 1/2" Ø Pipe Mid rail beyond w/washer and screw

4- 1/2" Ø x 2 1/2" Long Anchor bolt

(typ.)

1/2" Plate

(typ.)

under L 4x4

" Neoprene 8

(each side)

L 4x4x 3/8" w/washer and screw

1/2" Ø x 1 1/2" Long Anchor bolt

(each side)

L 4x4x 3/8"

3/8" Neoprene

(typ.)

W8x35

(typ.)

1/2" Plate

AND WALKWAY

FLASH BOARD RISER

S19

Sta. 405+33

Roadway

Proposed

CONNECTION DETAIL

ACCESS WALKWAY

5. See Detail E647-A for Flash Board Riser.

4. Provide a minimum of 3" cover for all reinforced steel.

information.

prior to installation. See Section 104.03 for additional for Flash Board Riser and Walkway to the CO for approval

3. Submit shop drawings, details and supporting calculations

Bridge Welding Code D 1.5.

Grade 50. Provide all welding according to AASHTO/AWS

2. Provide all galvanized steel conforming to AASHTO M 111, width x 2" height, 12 gauge, serrated surface.

"4

31. Provide aluminum floor grating, 11