AG-82B1-S-10-0206--202 drawings.pdf

TITLE

I

1YPICALS &

CANADA

UNITED STATES

1040acow ltIwiaton

WASH. '6 Kamiah

DREG, '%

I I I I I i

Q 10 20 3D 40 50

ScalI! In lomas

LEGEND

Existing Road

Reconstruction

T50N=== New Construction

@ Water Source T49N

.......... Existing Gate

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

DRAWINGS FOR PROPOSED

FOREST DEVELOPMENT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

COEUR D'ALENE RIVER RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

R2W R1W

SHEET

3 GENERAL NOTES

4 WORK LIST ROAD 202 & GENERAL NOTES

DRAINAGE LIST

6 CULVERT DETAIL & GENERAL NOTES

COUPLING DETAIL 1

8 COUPLING DETAIL 2

9 COUPLING DETAIL 3

STANDARD DIP DETAIL

11 SIGN PLAN

ARRA SIGN PLAN

Recommended to be technically correct and that this project is in conformance with Environmental Assessment requirements

Project Team Leader

Approved to be in conformance with sound Engineering practice for safety, structural integrity, and operational requirements, Approved: ~,..:.'+'~~~~"i:J.:.'5;t~'Q1~ ::Jfo-ho

Di trict Ranger Date

PROJECT Road 202 Resurfacing Number 202 Miles 7.21

ITEM NO. DESCRIPTION

METHOD OF

MEASURE UNIT REMARKS

202(02) Removal of Metal Culvert A.Q. Each 2

Remove from National Forest and dispose of meeting state requirements

203(20)A Drainage Excavation, Type Drain Dip A.Q. Each 3

304(10) Crushed Aggregate, Type Base, Grading F, Compaction A D.Q. CY 45

For Placement see sheet 10 Commercial source

306(04) Reconditioning of Roadbed, (mobile rock processing equipment) A.Q. Mile 7.21

306(05) Reconditiong of Roadbed, Type Culvert Cleaning A.Q. Each 9 Clean as show on work list

601(01) Mobilization L.S.Q. L.S. 1

ARRA signs are incidental to Item 601(01). Signs shall become Government Property at the end of the project. Signs will be removed from project and taken to FS office on Sherman Ave.

Unless directed by CO.

603(01)18C 18" CMP (incl culv exc), Thickness: Steel

0.064 Thickness: Aluminum 0.060, Method C A.Q. L.F. 24

619(05) Dumped Riprap, Class I D.Q. CY 30 Commercial Source

625(07) Seeding, Dry Method (With Mulch) D.Q. Acre 0.20

SUMMARY OF ESTIMATED QUANTITIES

SUMMERY OF ESTIMATED

QUANTITIES

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

TYPICALS & GENERAL NOTES

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

TYPICALS & GENERAL NOTES

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

CRUSHED AGGREGATE BASE OR SURFACE COURSE

TYPICAL'S AND GENERAL NOTES

C L

DITCH TYPICAL

INCLUDED IN ITEM 306(04)

GENERAL TYPICAL SECTION

-NO SCALE-

C U T W D

ITC

H

:1

Top of Cut

Toe of Fill

Daylight

18'

EXISTING EDGES OF ROAD

18' - 24'

SINGLE LANE TYPICAL SECTION

ITEM 306(04)

Existing Subgrade

GRUBBING LIMITS

C U

TS

LO

P E

C U T S

LO

P E

:1

.5

Existing Ground

1322.6957

2 2

GENERAL NOTES

1. THE FINAL ROAD WIDTH WILL MATCH THE EXISTING WIDTHS

BETWEEN EXISTING CLEARING.

2. INTERSECTING ROADS DO NOT REQUIRE ANY TREATMENT.

3.

SUBGRADE WIDTH SHALL BE 18'-24' OR AS MARKED.

INSLOPE 2IN DITCH SECTIONS. OUTSLOPE 2IN NON-DITCH

SECTIONS

4. UNMERCHANTABLE TIMBER SHALL BE PLACED ABOVE THE TOP

OF CUT IN A STABLE POSITION ON THE GROUND SLOPE

OUTSIDE OF THE ROADWAY.

5. METHOD OF SEEDING SHALL BE SEEDING, DRY METHOD

(WITHOUT MULCH) AS SET FORTH IN SECTION 625. ALL

AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED SHALL

BE SEEDED AND FERTILIZED.

6. ITEM 203, 206A, 306

ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE UNIFORMLY SPREAD

OVER ADJACENT FILL SLOPES, OR AS OTHERWISE AGREED.

7. ITEM 203, 206A, 306

NO EXCESS OR UNSUITABLE MATERIAL SHALL BE SIDECAST INTO OR

ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS.

WORK AREA

FINISHED ITEM 306(04)

B le n d w ith

Existing

Mile Post Work Description Pay Item Mile Post Work Description Pay Item

0.00 Jct with County Road 125 Begin Reconditioning Roadbed & Curvewiding 306(04) 2.36 Construct 100' of ditch Lt. across old road jct. 306(04)

0.23 Jct & travel management sign 2.4 Construct Drain Dip

203(20)A 304(10) 619(05)

0.62 Fire Sign Rt. 2.41 Rd Jct Rt. Gate.

0.69 Jct Lt, Clean inlet & outlet of CMP across spur road. 306(05) 2.45 Begin pulling ditch Left 306(04)

0.82 Remove Existing 18" CMP and Replace with 18"X24' CMP

202(02)

603(01)18C 2.51 End pulling ditch 306(04)

0.99 Clean Inlet 18" CMP 306(05) 2.58 18" CMP clean inlet and outlet 306(05)

1.14 Begin pulling ditch Left 306(04) 2.61 Jct old spur left

1.17 Jct Right 306(04) 2.79 Mile marker 4

1.17 End pulling ditch 306(04) 2.81 18" CMP clean inlet and outlet 306(05)

1.19 Existing 18" CMP. Remove and construct Drain Dip

202(02) 203(20)A 304(10) 619(05) 3.04 18" CMP clean inlet and outlet 306(05)

1.44 Begin pulling ditch Left 306(04) 3.67 Begin pulling ditch left 306(04)

1.49 End pulling ditch 306(04) 3.71 ATV trail right may need to post signs on trail for a warning

1.54 Large turnout on right 3.93 Construct Rolling Drain Dip

203(20)A 304(10)

1.58 Jct Lt Clean inlet & outlet of CMP across spur road.

202(02) 306(05) 4.06 Clean slash from ditch line 306(04)

1.70 Begin pulling ditch Left 306(04) 4.14 Jct Left gated road

1.76 Begin outslope road, End pulling ditch 306(04) 4.36 18" CMP clean inlet and outlet 306(05)

1.77 18" CMP Begin pulling Ditch Lt. 306(04) 4.55 18" CMP clean inlet and outlet 306(05)

1.81 End pulling ditch 306(04) 5.21 18" CMP clean inlet and outlet 306(05)

1.98 Old road on right 5.48 Jct Right

2.32 Jct road Lt. 7.21 Five way Jct at Saddle End all Work Items

WORK LIST ROAD 202

& GENERAL NOTES

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

1. Unless other wise noted CMP locations and signs are shown to help with on the ground location only.

2. Material from cleaning CMP's shall be uniformly spread over adjacent fill slopes.

GENERAL NOTES

3. All 304 Quantities and depths shown on the drawings are compacted in-place.

4. Material for Drain Dip construction shall be excavation from the road bed at the location of the Drain Dip.

DRAINAGE LISTING

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

DRAINAGE LISTING

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

DRAINAGE LISTING

DESIGNED AS BUILT INSTALLATION DETAILS RIPRAP - CY

OUTLET PIPE

CONNECTION

HAND

PLACED

MACHINE

PLACED DUMPED

H

IN

G E D

E L B O W

C Y

IN

L E T

C L

O U T L E T

C L

IN

L E T

C L

O U T L E T

C

L REMARKS

T Y P E

S K E W

A N C H O R

A S S E M B L Y

G A S K E T

H A L F

R O U N D

F U L L

C

IR

C L E

L E N G T H

D

IA

M E T E R

L E N G T H

(F e e t)

D

IA

M E T E R

(I n c h e s)

OUTLET PIPECMP

STATION

OR

MILEMILE

OR

STATION

R O U N D

H A L F

C

IR

C L E

F U L L

L E N G T H

D

IA

M E T E R

(F e e t)

L E N G T H

(I n c h e s)

D

IA

M E T E R

OUTLET PIPECMP

BITUMINOUS OR ALUMINUM COATED STEEL MAY BE USED IN LIEU OF ALUMINUM

(1

D R A

IN

D

IP

OTHER

0.82

0.99

2.40

3.04

3.93

4.36

4.55

5.21

1.19

18 24

X exist

X

X

18"

1.58 X

2.58 X

2.81 X

X

X

X

X

X

R E M O V E

IN

L E T o r

O U T L E T

C L E A N

18"

CULVERT DETAIL

GENERAL NOTES

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

CULVERT DETAIL

GENERAL NOTES

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

1. Metal Coupling Bands

These coupling bands meet the strength requirements for special

Joint Types under Non-erodible Soil Conditions, Table 2.23.3 of

AASHTO's "Standard Specifications for Highway Bridges".

For pipe walls and bands, the Specified Thickness for steel is given. For aluminum, the Specified Thickness is that for steel less the allowance for the zinc coating which is 0.003 to 0.004 of an inch per AASHTO M-36, M-196 and M-197.

The minimum specified Thickness for bands is two Specified

Thicknesses less than that for the pipe, but in no case thinner than 0.064 inches, (0.060 for aluminum).

For pipe arches, use the same width band as for round pipe of equal periphery.

A two-piece band is required for pipe greater than 42 inches in diameter.

Tension straps may be connected to bands of plates with either spot or fillet welds that develop minimum required strength of strap.

For helically corrugated coupling bands, the connection angles may be oriented parallel to the pipe axis, provided connecting holes are slotted lengthwise sufficiently to allow adjustment for the helix angle.

Use 1 1/4 inch center to center gauge line dimension on attached angle leg for rivets and spot welds.

The Two Piece Integral Flange coupling band shall not be used on pipe arches.

Culvert bands shall be made of the same metal as the culverts being joined.

2. Polyethylene (PE) Couplings

Testing standards for Corrugated Polyethylene (PE) Pipe couplings have not been established nor have couplings been tested for shear or bending moment. Therefore, until further information is available, PE couplings shall be used only where bending moment and shear requirements are minimal. Typical situations are:

Where the slope of the culvert will not be more than 5

Where the fill below the culvert is less than 2 feet.

In areas of firm soils. This excludes marshes unless the bedding is specially designed and approved by the engineer.

3. Other

Couplings other than those shown on this drawing may be used upon submission of testing data (see 1-A above) and approval by the Engineer.

COUPLING CORRUGATION PIPE WIDTH SPECIFIED THICKNESS DIMENSION BOLTS ANGLE TO BAND

Annular and

Helical

One Piece

Flap Band & Two Piece

Integral

Flange

American

Culvert

Band

Northwest

Culvert

Alternative

Hugger

Split Collar

Thru 36

42-60

42-60

66-84

36-60

42-60

66-120

18-24

Thru 24

30-36

42-48

Thru 84

Thru 54

Thru 42

0.064-0.138

0.064-0.079

0.064-0.168

0.109-0.168

0.064-0.079

0.109

0.064-0.109

0.064-0.079

0.064-0.109

0.064-0.109

0.064-0.079

0.064-0.079

0.109

0.138

0.064-0.079

0.064

0.064-0.109

0.064-0.109

0.064

0.064

0.064

0.064

0.064-0.079

0.064

0.064

0.064-0.109

0.064-0.109

0.064-0.109

2x2x3/16

2x2x3/16

2x2x5/16

2x2x5/16

2x2x3/16

2x2x5/16

2x2x5/16

2x2x0.183

2x2x0.183

2x2x0.183

3-1/2

3-1/2

3-1/2

5-1/2

3-1/2

3-1/2

5-1/2

3-1/2

3-1/2

3-1/2

3-1/2

3-3/8

3-3/8

5-3/8

7-3/8

3-3/8

5-3/8

9-3/8

4-3/8*

7-1/8x3/4

5-1/2

5-1/2

5-1/2

5-3/16x3/4

Long Fillet

Long Fillet

Thru 48

36-48

54-60

66-84

36-66

72-84

61-120

10-1/2

10-1/2

10-1/2

10-1/2

10-1/2

10-1/2

10-1/2

0.064-0.109

0.138-0.168

0.079-0.168

0.109-0.168

0.064-0.109

0.109

0.109

0.064-0.109

0.079-0.109

0.064-0.109

0.109

0.064

0.079

0.109

Thru 24 See

Drawing per

AASHTO

M-294 per

AASHTO

M-294

2-2/3x1/2

(Steel or

Aluminum)

3x1 and 5x1

(Steel Only)

2-2/3x1/2

(Steel or

Aluminum) see Note 1-I

2-2/3x1/2

(Steel Only)

2-2/3x1/2

(Steel Only)

* Flap Band

Only

Thru 84 12 0.064-0.168 0.064-0.109 5-1/2 Spot

TYPE

Inches

DIAMETER

Inches Inches Pipe Wall Band

See Note 1-C NO /

RIVETS

SPOTDIAMETER

WELDS

BAR AND STRAP

NUMBER/

THICKNESS

BOLT

DIAMETER

BAR

DIAMETER

BAR YIELD

STRENGTH

P.S.I.

ANGLE - See Note 1-H

One 0.079

One 0.109

Two 0.079

Two 0.109

Two 0.079

Two 0.079

Two 0.109

1/2

1/2

1/2

1/2

1/2

1/2

1/2

7/8

7/8

7/8

7/8

7/8

7/8

7/8

32,000

45,000

32,000

45,000

32,000

32,000

45,000

Metal Pipe

PE Pipe

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

A.

B.

C.

GENERAL NOTES

2-2/3x1/2

(Steel Only)

3x1

(Steel Only)

WELDS ANGLE

TO BAND

COUPLING DETAIL 1

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

COUPLING DETAIL 1

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

TYPICAL INSTALLATION IN EMBANKMENT

CL Road

Natural Ground

1 1/2 : 1

Fill Slope of Common Material

TYPICAL BEDDING MATERIAL

0.1 D Min.

D

YIELDING FOUNDATION

D

D

D

ROCK FOUNDATION

TYPICAL BACKFILL DETAIL

One half inch per foot of fill above top of pipe, 12" minimum or 3/4 D maximum.

12"12"

(D + 4') Mimimum

2'

Embankment above this height shall be compacted as specified in Spec. 203 or 306.

12" MIN.

2 D or

12" MIN.

Bedding shall be suitable material uniformly compacted and shaped to fit the bottom of the pipe

Six inch compacted layers to density called for in the specifications

18" CM

P

BAB 4/9/98

Excavation Line

Coarse Pit Run Rock

Spring

Non-Woven Filter Cloth

Culvert Bedding

Common Material

UNDERDRAIN TYPICAL SECTION

Top Surface

Stream Channel

Lay Culvert On Natural Flowline

RoadLC

CULVERT DETAILS

NO SCALE

GENERAL NOTES:

TREATMENT OF DAMAGED SPELTER: The damaged or corroded ends of metal pipe to be extended shall be removed. If the damaged end is flame cut, the burned spelter on the galvanized pipe shall be wire brushed to clean metal and the area shall be painted with two coats of paint, high in zinc content, for repair of the galvanized surfaces.

SETTLEMENT AND CAMBER: Pipes shall be cambered as necessary to compensate for any anticipated settlement in the foundation or bed. Camber shall be on a parabolic curve with no point along the invert being higher than the invert at the inlet.

D

Embankment above this height shall be compacted as specified in spec. 203 or 306.

12" MIN.

Maximum 6-inch compacted layers to density called for in the specifications. Bedding shall be suitable material uniformly compacted and shaped to fit the bottom of the pipe.

12"

MIN.

12"

MIN.

METAL THICKNESS AND GAGE TABLES

Steel

Zinc

Coated

Un-

Coated

Aluminum Approx.

Gage

Metal Thickness in inches

0.064

0.079

0.109

0.138

0.168

0.188

0.218

0.249

0.0598

0.0747

0.1046

0.1345

0.1644

0.1838

0.2145

0.2451

0.27580.280

0.060

0.075

0.105

0.135

0.164

EMBANKMENT AND FOUNDATION SOIL CONDITION CAMBER

Existing Fills, Regardless of Foundation Soils

New Embankment

1of pipe length, not to exceed 3/4 of pipe span.

1of pipe length, not to exceed 3/4 of pipe span or as determined by the engineer.

RoadLC

Camber

Top of cut slope

Normal ditch line

Shoulder line

Transition as stakedTransition as staked

D

D o r

M

IN

2D or

4' MIN.

TREATMENT OF CUT SLOPE AT CULVERT INLET

Excavation for warping of slope will be included under roadway excavation

Slope at culvert station as staked

Original Ground

Normal cut slope

As staked

Cover

D

24"

2:1 2:1

6" MIN

6" MIN.

SECTION B-B

DITCH DIKE

Normal Section

Dike

Top Surface

TYPICAL INSTALLATION IN STREAM CHANNEL

B

B

COUPLING DETAIL 2

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

COUPLING DETAIL 2

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

Pipe

BandPipe

Band Fillet

Welds

1/2" Bolts

Angle

Fillet Welds

7 per Angle

1/8" x 3/4" long

12"

AMERICAN CULVERT BAND

FOR HELICALLY CORRUGATED STEEL PIPE

ELEVATION END VIEW

38" Min

2 14" Min

1 5 16"

2" Min

3 4"

1"

12" ±14"

2" 4" 4" 2"

8" Radius

8"

Radius

FOR STEEL PIPE

NORTHWEST CULVERT ANGLE ALTERNATIVE

0.109 Min. thickness of

Zinc Coated Plate

1"

1 34"

16" x

8" Hole

58" Radius

93° ± 3°

See Sheet 3 for connection to band.

112"

1"±18"

38" Min.

8" Radius

2" Radius

8" Radius

Angle

END VIEW

Pipe

Band

ELEVATION

Band

Pipe

12"

Angle

8" Rivets

Flap

Angle

FOR HELICALLY CORRUGATED STEEL OR ALUMINUM

ONE PIECE FLAP BAND

2" Bolts

Pipe

Band

ELEVATION

1012"

2"

Bolts

10 12"

4"

2 14"

1 38"

10 12"

2 2 3"

2"

3 8"Max.

Band & Assembly

Flat Sheet same

Thickness as tension straps

Tension Straps

Band

C

FOR REFORMED END HELICALLY CORRUGATED

HUGGER COUPLING BAND

WELDED SEAM STEEL PIPE

ELEVATION

SECTION

Pipe

COUPLING DETAIL 3

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

COUPLING DETAIL 3

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

Pipe

Band Pipe

Band Fillet

Welds

1/2" Bolts

Angle

Width

HELICAL COUPLING BAND

FOR HELICALLY CORRUGATED

ELEVATION END VIEW

FOR STEEL PIPE

ALTERNATE FOR 2X2X3/16 ANGLE

0.109 Min. thickness of

Zinc Coated Plate

16" x

8" Slots

(3 ea. required)

58" RadiusMin. (Typ.)

Band

Width

Pipe

STEEL OR ALUMINUM PIPE HELICALLY CORRUGATED STEEL

FOR ANNULAR OR REFORMED END

ANNULAR COUPLING BAND

OR ALUMINUM PIPE

Rivets or Spot welds

2 23" 223" 2 23" 2 23"

2" 4"

4"

2"

1 3 4"7 8"

516"

1 14"

5 8"

2 3"

12"

2" dia. resistance spot weld (5 ea. piece)

2"

214"

SPLIT COLLAR COUPLING

FOR ANNULAR CORRUGATED POLYETHYLENE PIPE

Pipe

Coupling

Coupling ties

Coupling ties

Band

ELEVATION

Pipe

END VIEW

1/2" Bolts

Pipe

Band

FOR HELICALLY CORRUGATED STEEL OR ALUMINUM PIPE

TWO PIECE INTEGRAL FLANGE

Notes:

1. Minimum width 4 corrugations, 2 on each culvert segment.

2. The opening of the coupling shall be within 15° of the top of the culvert.

Notes:

1 Use 2x12x0.150 thickness 5052-H141 aluminum plate washer under bolt head & nut on aluminum pipe flange.

2. Use 2x12x0.125 thickness galvanized steel plate washer under bolt head & nut on steel pipe flange.

Width

Coupling

TOP VIEW END VIEW

STANDARD DETAIL FOR

DRAIN DIP

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

STANDARD DETAIL FOR

DRAIN DIP Pay Item 203(20)A

STANDARD DETAIL FOR

DRAIN DIP

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

STANDARD DETAIL FOR

DRAIN DIP Pay Item 203(20)A designed byTAYLORDANA

60' 30' 60'

STATION OR MILE POINT

LOCATION

PROF

ILE S

UBGR

ADE

R

OUTSLOPE 3-5

A

W

A CUT

SLOPE

FILL

SLOPE

R-SUBGRADE

TREATMENT

PAY ITEM NO. 304(10)

S-SLOPE

PROTECTION

PAY ITEM NO. 619(05)

ROAD NO.

STA./MP

S

REMARKSW DEPTH

INFT

1) THE DRAIN DIP INVERT SHALL BE SMOOTH AND

FREE DRAINING.

2) THE DIFFERENCE IN ELEVATION BETWEEN THE SAG

AND THE CREST OF THE DRAIN DIP (DIMENSION B)

SHALL BE 6 TO 12 INCHES.

3) EXCAVATION QUANTITIES ARE INCLUDED IN PAY ITEM 203(20)A.

NOTES

* DRAWINGS NOT TO SCALE

PLAN

SECTION A-A

PROFILE

S

1.19

2.40

3.93

1'Min 1'Min

Aggregate Placement

20 820 820 8 20 8

20 8

20 8

RAISE GRADE WITH

EXCAVATED MATERIAL

A

EXISTING

GRADIENT A

GRADE

0% - 8

8% - 10

10% - 12

+2

+1

-3

4) CONSTRUCT DIP TO THE DIMENSIONS SHOWN PRIOR TO

PLACEMENT OF AGGREGATE.

5) CONSERVE ANY 6" TO 8" ROCK ENCOUNTERED IN THE

EXCAVATION AND PLACE AT THE OUTLET OF DIP TO ACT AS DISSIPATIOR

6) CONSTRUCTION TOLERANCE FOR GRADIENT A IS +1

SIGN PLAN

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

SIGN PLAN

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

DRAWINGS

NOT TO SCALE

ROAD

CLOSED

DETOUR

W3-4

M4-10

G20-2

W21-1a W8-8

W20-2d W20-2W 20-1

W8-7W5-3 W8-6 W21-2

36" x 36" MIN.

48" x 18"

RIGHT OR LEFT

36" x 18" MIN.

36" x 36" MIN. 30" x 30" MIN.

36" x 36" MIN.36" x 36" MIN.

30" x 30" MIN.30" x 30" MIN.

30" x 30" MIN.

TYPE II BARRICADE

TYPE III BARRICADE

TYPE I BARRICADE

DETOUR

36" x 36" MIN.

W21-7a

36" x 36" MIN.

36" x 36" MIN.

CLOSED

ROADAHEAD

WORK

ROAD

NOTE: STRIPES ARE 6" WIDE, ALTERNATING ORANGE AND WHITE

SUPPORT VARIES SUPPORT VARIES

POSTS OR SKIDS

TYPICAL INSTALLATIONS

BE PREPARED

TO STOP

ROAD

WORK

AHEAD

END

ROAD WORK

W23-1

48" x 24" MIN.

SLOW TRAFFIC

AHEAD

CONSTRUCTION SIGN SCHEDULE

SIGN STATION / M.P. LOCATION TEXT

FW5O-2C M.P. 0.00 ROAD #202 ROAD CLOSED AHEAD

R11-2 M.P. 0.28 ROAD #202 ROAD CLOSED

W20-1 RD M.P. 3.71 TRAIL 241 ROAD WORK AHEAD

JCT. CO. 120 &

ROAD #202

INFORMATION SIGN SHOWING CLOSER

TIMES AND DAYS

R11-2 M.P. 10.43 ROAD #202 ROAD CLOSED

JCT. 202 &

ROAD #202

INFORMATION SIGN SHOWING CLOSER

TIMES AND DAYS

TRUCKS

HAULING

DETOUR

AHEAD

DETOUR

500 FT

FRESH

OIL

LOOSE

GRAVEL

TRUCK

CROSSING

ONE LANE

BRIDGE

ROUGH

ROAD

LW21-15

36" X 36" MIN.

R11-2

48" X 30"

NOTES:

1. ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) LATEST EDITION.

2. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL

SPECIFICATIONS.

3. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE.

4. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL.

5. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF

APPROACHING TRAFFIC.

6. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT WIND OR

OTHER AGENTS CANNOT READILY UPSET THE SIGN.

7. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA.

8. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS OTHER

THAN THOSE PICTURED MAY BE USED PROVIDED THEY ARE IN CONFORMANCE WITH MUTCD STANDARDS AND APPROVED IN

WRITING BY THE CONTRACTING OFFICER.

9. IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND ELECTRIC

LIGHTS SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS

INDICATING CAUTION.

10. ADDITIONAL SIGNS MAY BE REQUIRED AS DIRECTED BY THE CONTRACTING OFFICER.

11. ALL SIGNS ARE TEMPORARY.

12. TYPE III BARRICADES SHALL BE PLACED ON EITHER SIDE OF UNCOMPLETED CONSTRUCTION SITES WHEN NO CONSTRUCTION

ACTIVITIES ARE IN PROGRESS AS APPROVED BY THE CONTRACTING OFFICE.

13. WHERE VEHICLES ARE REQUIRED TO TURN, THE STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION

TOWARD WHICH VEHICLES MUST TURN.

14. WHERE VEHICLES ARE REQUIRED TO TURNAROUND, POSITION BARRICADES SO THAT STRIPES ON BARRICADES SHALL SLOPE

DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADES.

15. WARNING SIGNS SHALL BE PLACED ON TRAIL 241 ON BOTH SIDES OF ROAD 202 200 FT FROM THE ROAD AND TRAIL

INTERSCETION OR AS DIRECTED BY THE CO.

16. ARRA PROJECT FUNDING SOURCE SIGNS SHALL BE MARKED ON THE GROUND BY THE CO. GENERAL LOCATION WILL BE CLOSE

TO THE TWO ROAD CLOSED SIGNS ON EACH END OF THE PROJECT.

17. FW5O-2C Type III high Intensity sheathing.

6' - 12'

5'

2' MIN.

8"

3'

8"

2' MIN.

3'

4' MIN.

5'

FW5O-2C

24" x 24" MIN.

ROAD

CLOSED

AHEAD

ARRA SIGN PLAN

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

American Recovery And Reinvestment Act

Sign Layout Details USFS Projects

A B C D E F G H J K L M N P Q R S

60 36 0.75 3 3C 2.25 4C 1.625 3C* NA NA 14.393 3 5.416 7.044 4.02 5.78

42 27 0.5 2.5 2C 1.75 3C 1.5 2C* NA NA 9.6 2 3.681 4.742 2.68 3.85

T U V W X Y Z AA BB CC DD EE FF GG

24.71 1.371 2.629 23.452 3.406 23.38 11.236 4 8.144 2 10 4 1.5 1.5

15.861 1.207 1.792 15.276 2.271 15.455 7.369 3 5.0875 1.5 7 3 1.125 1.125

* Increase character spacing 50 COLORS:

** See Pictograph Above Legend, Border - White (Refroreflective)

*** See Pictograph Above Background - Green (Refroreflective)

A B C D E F G H J K L M N P Q

60 12 0.312 0.437 2 3C 11.174 10.185 8.64 6.64 3 17.11 3.25 4.3825 10.507

42 9 0.187 0.312 1.67 2C 8.303 7.843 4.853 5.334 2 11.406 2.5 2.922 7.005

R S T U V W X Y Z

1.5 12 0.375 0.5 0.75 5.5 4 1.5 6

1.125 9 0.375 0.5 0.5 3.5 3 1.5 4.5

PROJECT FUNDING SOURCE PLAQUE

COLORS:

Ledgen, Bourder - White (Refroreflective)

Background - Green (Refroreflective)

Colors: Colors:

Ledge, Outline - White Ledged, Outline - White

& Border Boarder & Background (Upper) - Blue

Background - Brown Background (Lower Right) - Red

Background (Lower Left - Green

ALL RETROREFLECTIVE

SIGNS WILL BE LOCATED AT BOTH ENDS OF THE PROJECT. LOCATION WILL BE MARKED ON

THE GROUND BY THE CO. SIGNS ARE INCIDENTAL TO ITEM 601

Additional information may be found at the web sites below http://www.fhwa.dot.gov/economicrecovery/arrasignguidance.htm http://www.fhwa.dot.gov/economicrecovery/arrasigndetail.pdf

Smaller sign Dimensions will be used for this project

ARRA SIGN PLAN

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

American Recovery And Reinvestment Act

Sign Layout Details USFS Projects

A B C D E F G H J K L M N P Q R S

60 36 0.75 3 3C 2.25 4C 1.625 3C* NA NA 14.393 3 5.416 7.044 4.02 5.78

42 27 0.5 2.5 2C 1.75 3C 1.5 2C* NA NA 9.6 2 3.681 4.742 2.68 3.85

T U V W X Y Z AA BB CC DD EE FF GG

24.71 1.371 2.629 23.452 3.406 23.38 11.236 4 8.144 2 10 4 1.5 1.5

15.861 1.207 1.792 15.276 2.271 15.455 7.369 3 5.0875 1.5 7 3 1.125 1.125

* Increase character spacing 50 COLORS:

** See Pictograph Above Legend, Border - White (Refroreflective)

*** See Pictograph Above Background - Green (Refroreflective)

A B C D E F G H J K L M N P Q

60 12 0.312 0.437 2 3C 11.174 10.185 8.64 6.64 3 17.11 3.25 4.3825 10.507

42 9 0.187 0.312 1.67 2C 8.303 7.843 4.853 5.334 2 11.406 2.5 2.922 7.005

R S T U V W X Y Z

1.5 12 0.375 0.5 0.75 5.5 4 1.5 6

1.125 9 0.375 0.5 0.5 3.5 3 1.5 4.5

PROJECT FUNDING SOURCE PLAQUE

COLORS:

Ledgen, Bourder - White (Refroreflective)

Background - Green (Refroreflective)

Colors: Colors:

Ledge, Outline - White Ledged, Outline - White

& Border Boarder & Background (Upper) - Blue

Background - Brown Background (Lower Right) - Red

Background (Lower Left - Green

ALL RETROREFLECTIVE

SIGNS WILL BE LOCATED AT BOTH ENDS OF THE PROJECT. LOCATION WILL BE MARKED ON

THE GROUND BY THE CO. SIGNS ARE INCIDENTAL TO ITEM 601

Additional information may be found at the web sites below http://www.fhwa.dot.gov/economicrecovery/arrasignguidance.htm http://www.fhwa.dot.gov/economicrecovery/arrasigndetail.pdf

Smaller sign Dimensions will be used for this project

ARRA SIGN PLAN

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

American Recovery And Reinvestment Act

Sign Layout Details USFS Projects

A B C D E F G H J K L M N P Q R S

60 36 0.75 3 3C 2.25 4C 1.625 3C* NA NA 14.393 3 5.416 7.044 4.02 5.78

42 27 0.5 2.5 2C 1.75 3C 1.5 2C* NA NA 9.6 2 3.681 4.742 2.68 3.85

T U V W X Y Z AA BB CC DD EE FF GG

24.71 1.371 2.629 23.452 3.406 23.38 11.236 4 8.144 2 10 4 1.5 1.5

15.861 1.207 1.792 15.276 2.271 15.455 7.369 3 5.0875 1.5 7 3 1.125 1.125

* Increase character spacing 50 COLORS:

** See Pictograph Above Legend, Border - White (Refroreflective)

*** See Pictograph Above Background - Green (Refroreflective)

A B C D E F G H J K L M N P Q

60 12 0.312 0.437 2 3C 11.174 10.185 8.64 6.64 3 17.11 3.25 4.3825 10.507

42 9 0.187 0.312 1.67 2C 8.303 7.843 4.853 5.334 2 11.406 2.5 2.922 7.005

R S T U V W X Y Z

1.5 12 0.375 0.5 0.75 5.5 4 1.5 6

1.125 9 0.375 0.5 0.5 3.5 3 1.5 4.5

PROJECT FUNDING SOURCE PLAQUE

COLORS:

Ledgen, Bourder - White (Refroreflective)

Background - Green (Refroreflective)

Colors: Colors:

Ledge, Outline - White Ledged, Outline - White

& Border Boarder & Background (Upper) - Blue

Background - Brown Background (Lower Right) - Red

Background (Lower Left - Green

ALL RETROREFLECTIVE

SIGNS WILL BE LOCATED AT BOTH ENDS OF THE PROJECT. LOCATION WILL BE MARKED ON

THE GROUND BY THE CO. SIGNS ARE INCIDENTAL TO ITEM 601

Additional information may be found at the web sites below http://www.fhwa.dot.gov/economicrecovery/arrasignguidance.htm http://www.fhwa.dot.gov/economicrecovery/arrasigndetail.pdf

Smaller sign Dimensions will be used for this project

ARRA SIGN PLAN

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

American Recovery And Reinvestment Act

Sign Layout Details USFS Projects

A B C D E F G H J K L M N P Q R S

60 36 0.75 3 3C 2.25 4C 1.625 3C* NA NA 14.393 3 5.416 7.044 4.02 5.78

42 27 0.5 2.5 2C 1.75 3C 1.5 2C* NA NA 9.6 2 3.681 4.742 2.68 3.85

T U V W X Y Z AA BB CC DD EE FF GG

24.71 1.371 2.629 23.452 3.406 23.38 11.236 4 8.144 2 10 4 1.5 1.5

15.861 1.207 1.792 15.276 2.271 15.455 7.369 3 5.0875 1.5 7 3 1.125 1.125

* Increase character spacing 50 COLORS:

** See Pictograph Above Legend, Border - White (Refroreflective)

*** See Pictograph Above Background - Green (Refroreflective)

A B C D E F G H J K L M N P Q

60 12 0.312 0.437 2 3C 11.174 10.185 8.64 6.64 3 17.11 3.25 4.3825 10.507

42 9 0.187 0.312 1.67 2C 8.303 7.843 4.853 5.334 2 11.406 2.5 2.922 7.005

R S T U V W X Y Z

1.5 12 0.375 0.5 0.75 5.5 4 1.5 6

1.125 9 0.375 0.5 0.5 3.5 3 1.5 4.5

PROJECT FUNDING SOURCE PLAQUE

COLORS:

Ledgen, Bourder - White (Refroreflective)

Background - Green (Refroreflective)

Colors: Colors:

Ledge, Outline - White Ledged, Outline - White

& Border Boarder & Background (Upper) - Blue

Background - Brown Background (Lower Right) - Red

Background (Lower Left - Green

ALL RETROREFLECTIVE

SIGNS WILL BE LOCATED AT BOTH ENDS OF THE PROJECT. LOCATION WILL BE MARKED ON

THE GROUND BY THE CO. SIGNS ARE INCIDENTAL TO ITEM 601

Additional information may be found at the web sites below http://www.fhwa.dot.gov/economicrecovery/arrasignguidance.htm http://www.fhwa.dot.gov/economicrecovery/arrasigndetail.pdf

Smaller sign Dimensions will be used for this project

ARRA SIGN PLAN

IDAHO PANHANDLE NATIONAL FOREST

COEUR D'ALENE RIVER RANGER DISTRICT

ROAD 202 RESURFACING

ARRA FOREST WIDE BMPS

UNITED STATES DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 1

American Recovery And Reinvestment Act

Sign Layout Details USFS Projects

A B C D E F G H J K L M N P Q R S

60 36 0.75 3 3C 2.25 4C 1.625 3C* NA NA 14.393 3 5.416 7.044 4.02 5.78

42 27 0.5 2.5 2C 1.75 3C 1.5 2C* NA NA 9.6 2 3.681 4.742 2.68 3.85

T U V W X Y Z AA BB CC DD EE FF GG

24.71 1.371 2.629 23.452 3.406 23.38 11.236 4 8.144 2 10 4 1.5 1.5

15.861 1.207 1.792 15.276 2.271 15.455 7.369 3 5.0875 1.5 7 3 1.125 1.125

* Increase character spacing 50 COLORS:

** See Pictograph Above Legend, Border - White (Refroreflective)

*** See Pictograph Above Background - Green (Refroreflective)

A B C D E F G H J K L M N P Q

60 12 0.312 0.437 2 3C 11.174 10.185 8.64 6.64 3 17.11 3.25 4.3825 10.507

42 9 0.187 0.312 1.67 2C 8.303 7.843 4.853 5.334 2 11.406 2.5 2.922 7.005

R S T U V W X Y Z

1.5 12 0.375 0.5 0.75 5.5 4 1.5 6

1.125 9 0.375 0.5 0.5 3.5 3 1.5 4.5

PROJECT FUNDING SOURCE PLAQUE

COLORS:

Ledgen, Bourder - White (Refroreflective)

Background - Green (Refroreflective)

Colors: Colors:

Ledge, Outline - White Ledged, Outline - White

& Border Boarder & Background (Upper) - Blue

Background - Brown Background (Lower Right) - Red

Background (Lower Left - Green

ALL RETROREFLECTIVE

SIGNS WILL BE LOCATED AT BOTH ENDS OF THE PROJECT. LOCATION WILL BE MARKED ON

THE GROUND BY THE CO. SIGNS ARE INCIDENTAL TO ITEM 601

Additional information may be found at the web sites below http://www.fhwa.dot.gov/economicrecovery/arrasignguidance.htm http://www.fhwa.dot.gov/economicrecovery/arrasigndetail.pdf

Smaller sign Dimensions will be used for this project