wa-f-okw07601_Plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2024.08.15 10:06:20 -07'00'

Sheet and Description

SECTION D SECTION E SECTION J SECTION K

PLAN &

PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL LPSM All ALL

A0140 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 21 9 30

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 331 19 350

A0180 20315-0000 SAWCUTTING PAVEMENT LNFT 970 50 1,020

A0200 20401-0000 ROADWAY EXCAVATION CUYD 17 3 20

A0220 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 33 7 40

A0240 30302-1000 DITCH RECONDITIONING LNFT 702 8 710

A0260 40301-0000 ASPHALT CONCRETE PAVEMENT TON 14 1 15

A0280 61801-0000 CONCRETE BARRIER LNFT 510 510

A0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0320 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10

CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL HOUR 40

A0340 62201-3750 CHAIN SAW HOUR 20

A0360 62301-0000 GENERAL LABOR HOUR 60

A0380 63302-0000 SIGN SYSTEM SQFT 21 21

A0400 63308-3000 OBJECT MARKER, TYPE 3 EACH 2 2

A0420 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0440 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow) LNFT 2,518 127 2,645

A0460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white) LNFT 3,348 167 3,515

A0480 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) LNFT 830 40 870

A0500 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0520 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 320 320

A0540 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 56 56

A0560 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN DAY 66 66

A0580 65101-2000 DRAPED ROCKFALL PROTECTION, CABLE NET SQYD 5,650 5,650

A0600 65602-0000 TEMPORARY ROADWAY ROCKFALL PROTECTION LPSM All ALL

MileStone: 100% Report Date: 08/08/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - SCHEDULE A

8-

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7:

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Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1USFS OKWEN617 76(1)WA

SHEET

NUMBER

PLAN &

PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15701-0000 SOIL EROSION CONTROL LPSM All ALL

B0140 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 21 9 30

B0160 20301-2400 REMOVAL OF SIGN EACH 1 1

B0180 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 629 31 660

B0200 20315-0000 SAWCUTTING PAVEMENT LNFT 1,540 80 1,620

B0220 20401-0000 ROADWAY EXCAVATION CUYD 94 6 100

B0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 178 12 190

B0260 30302-1000 DITCH RECONDITIONING LNFT 1,107 13 1,120

B0280 40301-0000 ASPHALT CONCRETE PAVEMENT TON 73 2 75

B0300 61801-0000 CONCRETE BARRIER LNFT 660 660

B0320 61801-0000 CONCRETE BARRIER (NARROW BASE) LNFT 112 112

B0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

B0360 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10

CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL HOUR 40

B0380 62201-3750 CHAIN SAW HOUR 20

B0400 62301-0000 GENERAL LABOR HOUR 60

B0420 63302-0000 SIGN SYSTEM SQFT 67 67

B0440 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

B0460 63316-1000 REMOVE AND RESET SIGN EACH 1 1

B0480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white) LNFT 6,556 329 6,885

B0500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow) LNFT 5,726 289 6,015

B0520 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) LNFT 830 40 870

B0540 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

B0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 400 400

B0580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 60 60

B0600 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN DAY 70 70

B0620 65101-2000 DRAPED ROCKFALL PROTECTION, CABLE NET SQYD 5,650 5,650

B0640 65402-1000 ROADSIDE ROCKFALL PROTECTION, GABION BARRIER CUYD 37 3 40

B0660 65602-0000 TEMPORARY ROADWAY ROCKFALL PROTECTION LPSM All ALL

8- A ug

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MileStone: 100% Report Date: 08/08/24 c:

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2)

SUMMARY OF QUANTITIES - SCHEDULE B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.2USFS OKWEN617 76(1)WA

PLAN &

PROFILE

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

C0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15701-0000 SOIL EROSION CONTROL LPSM All ALL

C0140 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 21 9 30

C0160 20301-2400 REMOVAL OF SIGN EACH 1 1

C0180 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 1,245 65 1,310

C0200 20315-0000 SAWCUTTING PAVEMENT LNFT 2,348 117 2,465

C0220 20401-0000 ROADWAY EXCAVATION CUYD 114 11 125

C0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 218 22 240

C0260 30302-1000 DITCH RECONDITIONING LNFT 1,877 23 1,900

C0280 40301-0000 ASPHALT CONCRETE PAVEMENT TON 90 5 95

C0300 61801-0000 CONCRETE BARRIER (NARROW BASE) LNFT 564 564

C0320 61801-0000 CONCRETE BARRIER LNFT 810 810

C0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

C0360 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10

CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL HOUR 40

C0380 62201-3750 CHAIN SAW HOUR 20

C0400 62301-0000 GENERAL LABOR HOUR 60

C0420 63302-0000 SIGN SYSTEM SQFT 91 91

C0440 63308-3000 OBJECT MARKER, TYPE 3 EACH 6 6

C0460 63316-1000 REMOVE AND RESET SIGN EACH 1 1

C0480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow) LNFT 9,168 457 9,625

C0500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white) LNFT 11,768 582 12,350

C0520 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) LNFT 2,600 130 2,730

C0540 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

C0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 570 570

C0580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 63 63

C0600 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN DAY 73 73

C0620 65101-2000 DRAPED ROCKFALL PROTECTION, CABLE NET SQYD 5,650 5,650

C0640 65402-1000 ROADSIDE ROCKFALL PROTECTION, GABION BARRIER CUYD 333 17 350

C0660 65602-0000 TEMPORARY ROADWAY ROCKFALL PROTECTION LPSM All ALL

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7:

A M

MileStone: 100% Report Date: 08/12/24 c:

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_q ta b.

xl sm ]S he et

3)

SUMMARY OF QUANTITIES - SCHEDULE C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.3USFS OKWEN617 76(1)WA

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

20101 198629.142 1671064.413 1382.267 47°32'40.072835"N 120°42'33.273898"W 1321.7285 0.999928862 5/8" IR W/FHWA ALUM CAP 1.

20102 198624.318 1670803.392 1382.256 47°32'40.029361"N 120°42'37.078685"W 1321.7356 0.999928864 5/8" IR W/FHWA ALUM CAP

20103 198610.350 1670170.664 1407.984 47°32'39.901386"N 120°42'46.301724"W 1347.5115 0.999927639 5/8" IR W/FHWA ALUM CAP

20104 198608.646 1669939.447 1421.432 47°32'39.888127"N 120°42'49.672007"W 1360.9751 0.999926996 MAG NAIL & WASHER

20105 198454.031 1669745.765 1430.259 47°32'38.365135"N 120°42'52.498615"W 1369.8155 0.999926647 5/8" IR W/FHWA ALUM CAP

20106 198370.504 1669357.488 1434.629 47°32'37.546651"N 120°42'58.159991"W 1374.2113 0.999926477 H&T

20107 197602.183 1668753.375 1459.678 47°32'29.972799"N 120°43'06.982195"W 1399.3036 0.999925643 5/8" IR W/FHWA ALUM CAP

20108 197543.777 1668430.559 1468.087 47°32'29.401091"N 120°43'11.688604"W 1407.7332 0.999925268 5/8" IR W/FHWA ALUM CAP

PROJECT : Icicle creek road DATE OF FIELD WORK : November 2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington North SPCS NAD83 2011

EPOCH DATE : 2010.000

VERTICAL DATUM :Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C

M yF ile s\

Pr oj ec ts

_2

0\ W as hi ng to n\ Ic ic le

_C re ek \g ps

W A_

FS

_O

K W

_7 6(

1) _I ci cl e_ cr ee k_

C on tr ol sh ee t.

xl sx ]S he et

2- A pr

-2

2:

P

M W

FL

H

D S ur ve y

W

FL

H

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.1

SHEET

NUMBER

USFS OKWEN617 76(1)WA

SURVEY CONTROL

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Geotextile

Steel or wood post

Backfilled and compacted soil

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric

End Posts Detail

End posts, see

End Posts Detail

End posts, see fabric, Section A

Geotextile running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

See Note 3

See Note 3

Flow

Flow

Flow

Varies

Varies f o r s p a c in g

S e e N o te m in m in m in

4" min.

6" min. trench

DETAIL APPROVED FOR USE --/----

10/2016REVISED:

157-1W

WFLHD DETAIL

SILT FENCE

:3

A

M

J u n e

D e t

W c p w w o r k \d

\w a f o k w e c a b .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

WA USFS OKWEN617 76(1) E.5

Se e N ote

5%

4%

3%

2% stake. See Note 2

1" x 1" or 1" Ø wood

9" Ø (min.) fiber roll

Existing Ditch

Existing culvert with the ground

Fiber roll in full contact existing ditch

Centerline of

PLAN

A

A

Fiber roll shoulder

Existing existing ditch

Centerline of

NO SCALE

CROSS SECTION

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line the ends. See Note 6 to prevent flow around

Curve ends upstream

FIBER ROLL CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

9" Ø minimum fiber roll.

STAKING DETAIL

FIBER ROLL

8.

7.

6.

5.

4.

3.

2.

1.

undisturbed soil.

than 24-inches on center. Drive stakes 12-inches (min.) in

Install fiber rolls for culvert inlet with stakes spaced no more dam location and spacing based on site-specific conditions.

Place check dams as shown on Sheets E.2-4. Adjust check around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Expose stakes 2-inches (min.) above top of fiber roll.

Drive stakes into undisturbed soil of trench bottom.

spacing.

Drive stakes at each end of the fiber roll and at 2-foot (max.)

inch wood stakes. -8

Stake fiber rolls in place with 1

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to the check dam device.

by the CO, to meet the functional requirements of

Construct check dams from fiber rolls as approved

INLET PROTECTION

FIBER ROLL CULVERT

SECTION A-A

Existing culvert

:1 u g u s t

D e t

W p w w o r k w f l\ d

\w a f o k w e c a c .d g n

AND CULVERT INLET DETAILS

FIBER ROLL CHECK DAM

STATE PROJECT

NUMBER

E.6WA USFS OKWEN617 76(1)

FOOTNOTE:

[2]

[2]

Cut slope crest

[1]Shackle

Thimble

Wire rope tag lines anchor (See Sheet I.7 for Details)

Upper support ground

(See Detail Sheet I.6)

Draped Rockfall Protection Fabric

Wire rope clip (typ.)

Wire rope clip (typ.)

accordance with requirements in Subsection 651.05 directed by the CO. Trim the fabric in fabric between 5' and 8' above ditch line and as

Set the bottoms of draped rockfall protection

NO SCALE

B

B

C

B

20' (min.)

50' (max.)

20' (min.)

C u t s lo p e h e ig h t v a r ie s

C

B B

B C

503+65 to 506+80, RT

WIRE ROPE LOOP DETAIL (TYP.)

GROUND ANCHOR

SPLICING DETAIL

TYPICAL SECTION

DRAPED ROCKFALL PROTECTION

See Geotechnical Report No.05-22[3] clip size, distance A, B, C and required torque.

rope size/diameter) for thimble selection, number of clips, Comply with manufacturer's specifications (as based on [2] working load limit.

Use a shackle with 1-inch (min.) nominal size and 8-ton (min.) [1]

:2

P

A u g u s t

D r a p e d r o c k f a ll p r o te c ti o n d e ta il p w w o r k w f l\ d \o k w ie

.d g n

SHEET 1 of 3

(Cable net with double-twist wire mesh backing)

DETAILS

DRAPED ROCKFALL PROTECTION

STATE PROJECT

NUMBER

I.5WA USFS OKWEN617 76(1)

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE --/----

DRAFT: 9/2011

REVISED:

W253-1

GABION BASKET

0.150" DIAMETER

(CUYD)

1.0

1.0

1.0

1.5

1.5

1.5

3.0

3.0

3.0

3.0

3.0

1.33

1.00

0.67

2.00

1.50

1.00

6.00

5.00

4.00

3.00

2.00

, 1 5', o r 1

8'

6', 9', 12'

1" overlap

0.118" wire diameter

0.118" wire diameter

Size in feet

0.087" diameter lacing wire

0.150" diameter

0.120" diameter mesh wires

Tie mesh with 0.150" diameter selvage hitch loops at 3" spacing

Tie mesh with 0.150" diameter

0.150" diameter

:5

N o v e m b e r

U

S m y f il e s \p w p r o d u c ti o n \d m s \D e t.

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

TYPICAL INSTALLATION GABION BASKETS

SPIRAL BINDER

ALTERNATE TYING FASTENERS

GABION BASKET

TYPICAL ASSEMBLED

WALL GRADE TRANSITION AREAS

ASSEMBLED GABION BASKET IN

TYPICAL CULVERT INSTALLATION

ALL GABION CELLS

ALL END GABION CELLS ALL INTERIOR GABION CELLS

HALF HITCH LACING DETAIL

OVERLAPPING RING WIRE FASTENER

THROUGH GABION WALL

TYPICAL STIFFENERS

WELDED WIRE GABION BASKET

OPTIONAL STIFFENERS

Side

End

Base

Side

Stiffeners

WELDED WIRE MESH TWISTED WIRE MESH

back to outside diameter of culvert.

Cut wire basket mesh front and Culvert

CL

Cut wire basket mesh front and back. Lid

BEFORE CLOSURE AFTER CLOSURE

(Not allowed for basket to basket connection)

End

Side

Side

Base

Lid

Diaphragms

NOMINAL SIZES AND CAPACITY

GABION BASKET

Letter

Size Code

Length Height Partitions

Diaphragm Capacity

I

H

G

F

E

D

Y

X

C

B

A

(Twisted wire mesh)

(Welded wire mesh)

(Welded wire mesh)

SPIRAL BINDER TIE

HALF HITCH LACING DETAIL

INTERLOCKING WIRE FASTENER

BEFORE CLOSURE AFTER CLOSURE

are nominal

All dimensions

NOTE:

are nominal

All dimensions

NOTE:

selvage wires

Diaphragmswith stiffeners to prevent wall bulging wire and connect front and back mesh

Stiffeners each end of stiffener

Loop two meshes at

Diaphragms

Stiffeners

Stiffenershook closed

Crimp end of joint

Crimped joint end of

Crimped double half hitch wire to next

Continuous lacing

Single half hitch to next single half hitch

Continuous lacing wire

Le ng th

Crimp ends to lock

Spiral binder.

half hitches as shown

Alternate single and double

Double half hitch.

Lacing Details)

Lacing wire (see Lacing Details)

Lacing wire (see

Lacing wire. Tie with half stiffeners to prevent wall bulging.

connect front and back mesh with selvage wire around pipe, and intersection of wires stiffener hooked at

"2

Le ng th

6', or 8'

3' (ty p.

)3'

3'

3' ( typ

H e ig h t

3' 3'

3'

H e ig h t

3' 3'

12"

12"

12"

.8

.9

.0

1.0"

.8

1.4"

0.45"

(min.)

4'

H e ig h t

3' 3'

12"

12"

12"

4"± nominal spacing

H e ig h t

H e ig h t

WA USFS OKWEN617 76(1) I.8

ITEM NO. UNIT QUANTITY

63501-0000 LPSM ALL

EACH 4

EACH -

EACH 55

EACH 55

SQFT 266

63506-0500 HOUR 320

63507-0700 DAY 56

63507-0800 DAY 66

ITEM NO. UNIT QUANTITY

63501-0000 LPSM ALL

EACH 4

EACH 36

EACH 66

EACH 66

SQFT 266

63506-0500 HOUR 400

63507-0700 DAY 60

63507-0800 DAY 70

ITEM NO. UNIT QUANTITY

63501-0000 LPSM ALL

EACH 4

EACH 36

EACH 70

EACH 70

SQFT 266

63506-0500 HOUR 570

63507-0700 DAY 63

63507-0800 DAY 73

Fo r

In fo rm at io n

O nl y

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

DESCRIPTION

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, BARRICADE, TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

DESCRIPTION

TEMPORARY TRAFFIC CONTROL QUANTITIES SCHEDULE C

TEMPORARY TRAFFIC CONTROL QUANTITIES SCHEDULE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, BARRICADE, TYPE 3

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL QUANTITIES SCHEDULE A

DESCRIPTION

Fo r

In fo rm at io n

O nl y

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, BARRICADE, TYPE 3

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

Fo r

In fo rm at io n

O nl y

MUTCD

NUMBER

NO. OF

SIGNS

QUANTITY

(SQFT)

G20‐1 36 x 18 2 9 G20‐2 36 x 18 2 9 R11‐2 48 x 30 2 20 REF‐1 54 x 42 2 31.5 REF‐2 72 x 48 2 48 W3‐4 36 x 36 2 18

W13‐1P 24 x 24 4 16 W3‐1 36 x 36 2 18 R1‐1 30 x 30 2 12.5 Special 24 x 18 2 6 W16‐2P 24 x 18 2 6 W20‐1 36 x 36 4 36 W20‐4 36 x 36 2 18 W20‐7 36 x 36 2 18

TOTAL 266

SIGN SIZE

(IN x IN)

TEMPORARY TRAFFIC CONTROL , CONSTRUCTION SIGNS

SCHEDULES A, B, & C

(For Information Only)

DESCRIPTION

BE PREPARED TO STOP

END ROAD WORK

ROAD CLOSED

BIL SIGN

ROAD WORK NEXT XX MILES

XX FEET

ROAD WORK AHEAD

ONE LANE ROAD AHEAD

ROAD CLOSED XX to XX

25 MPH

FLAGGER

STOP AHEAD

STOP

PROCEED WHEN CLEAR

G20-2

See Note 11

G20-1

See Note 11

G20-1

See Note 10

W20-1

See Note 10

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

See Note 10

W20-1

See Note 10

W20-1 retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the sign spacing table.

sign when approach speeds exceed 50 MPH. When used, place the two W20-1 the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to messages as required.

locate the warning signs to fit field conditions as approved by the CO. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

A Pr oj ec t L im its , S ee S he et J.

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

W13-1P

MPH

MPH

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less 100

G20-2

ROAD WORK

END

NOTE:

:2

N o v e m b e r

S ta n d a rd p w

-w o rk \d

\w a -f

-o k w p ln tt c tc .d g n

ADVANCE SIGNING

STATE PROJECT

NUMBER

WA USFS OKWEN617 76(1) J.3

STANDARD APPROVED FOR USE 10/2009

REVISED:

WOOD POSTS

SIGN INSTALLATION

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

DETAIL

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f s h o u ld e r

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

E d g e o f t r a v e le d w a y

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

Location

Rural Districts

Residence Districts

Business or a secondary sign mounted below another sign.

V may be reduced by 1 foot in rural districts for exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

NO SCALE

rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

6" x 8" when located within the clear zone or if the post

Traffic barrier protection is required for all posts larger than

Backfill material

W

0.15X0.35X0.35X0.15X ty p

D

Z

.5

Y

H

H

H

V Y

Backfill material

W

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

H

Same post size

Backfill material

W

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

CL Post

Bottom of sign panel

Long side of post

Finish ground line single post installations of post. Omit notch for

Saw cut notch full width

Bottom of sign

(See Post Selection table)

Notch depth (where required)

W633-7

For all reflectorized signs where W > 25' maximum X=5 ft

3" minimum all around (typ.)

to 12 ft (max.)

X=4 ft (min.)

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum to 18 ft (max.)

X=10 ft (min.) to to 22 ft (max.)

X=14 ft (min.) to

6 ft

2 ft 7 ft

5 ft

4 x 4

4 x 6

6 x 6

6 x 8

6 x 10

8 x 10

8 x 12

Product of X-Y-Z in CUFT

3'-0"

4'-0"

4'-0"

4'-0"

5'-0"

5'-0"

6'-0"

"4

"4

"2

" lock nut16

" oversized washer16

" outside dia.)2

(1 oversized washer " nonmetallic16

" bolt thru the post8

" bolt thru the post8

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

STATE PROJECT

NUMBER

WA USFS OKWEN617 76(1) K.5

:5 u g u s t

S ta n d a r d p w w o r k

\d

\w a f o k w p ln p tc p e .d g n

5.

4.

3.

2.

1.

guide for delineation layout.

Control Devices for Streets and Highways (MUTCD) as a

Use the current edition of the Manual on Uniform Traffic of the traffic delineators.

pavement to be placed later when establishing the elevation the ultimate pavement, allow for the thickness of base and

When the contract does not provide for the construction of on this sheet.

mount a shorter delineator onto the guardrail post as shown

Either drive the delineator in line with the guardrail posts or

Install delineators behind the rail at guardrail locations.

unless otherwise specified.

delineator if this allowance is exceeded.

to exceed one quarter of the normal spacing. Eliminate the delineator may be moved in either direction a distance not

When a delineator falls within a cross road or approach, the

ON HORIZONTAL CURVES

DELINEATOR SPACING

CURVE RADIUS SPACING (S)

from the table, or calculated using the formula:

Spacing for a specific curve may be interpolated

PLACEMENT ON HORIZONTAL CURVES

P T

P C

PLACEMENT AT BRIDGE APPROACHESREFLECTIVE SHEETING DETAIL

FACING TRAFFIC BACK SIDE

reflective sheeting

Top edge of

E d g e o f s h o u ld e r

E d g e o f s h o u ld e r

Top edge of reflective sheeting

Top edge of reflective sheeting

GROUND MOUNTED

FLEXIBLE DELINEATOR

SURFACE MOUNTED

FLEXIBLE DELINEATOR

(Use only with wood guardrail posts)

GUARDRAIL MOUNTED OPTION

FLEXIBLE DELINEATOR

sheeting retroreflective

White outside of curve at spacing S

Install delineators on

Final delineator may be removed if B > S/2

S

S

B

S traffic departing the bridge so that it is visible for

Locate initial delineator the view of the bridge delineator for approaching traffic

Locate initial delineator so that it does not hinder manufacturer are also acceptable submitted by the delineator

Other approved fastening methods with washers at centerline of post.

Fasten delineator to guardrail post

Manufacturer's bury depth m in

8' max.

2' min.

8' max.

2' min.

Place delineators 2 feet from the edge of design shoulder

(FEET)

1,000

(FEET)

Spacing = 3 √ R-50.

Curve spacing should not exceed 300 feet.

The minimum spacing should be 20 feet.

3"3"

" x 2" lag screws8 3using two

A b o v e n e a r tr a v e l la n e e d g e m in t o m a x

A b o v e n e a r tr a v e l la n e e d g e m in t o m a x

A b o v e n e a r tr a v e l la n e e d g e m in t o m a x

NOTE:

max.

50' typ.

100'

:0

A u g u s t

D e t W

-8 p w

-w o rk \d

\w a -f

-o k w p ln p tc p f.

d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

DETAIL APPROVED FOR USE 1/2008

REVISED: 633-80W

WFLHD DETAIL

DELINEATORS

WASHINGTON

STATE PROJECT

NUMBER

WA USFS OKWEN617 76(1) K.6

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NO SCALE

required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L

L h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

NOTE:

:1

N o v e m b e r

S ta n d a r d p w w o r k

\d

\w a f o k w p ln p tc p g

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

DETAIL APPROVED FOR USE 10/2007

10/2012REVISED:

W634-2

WFLHD DETAIL

PAVEMENT MARKINGS

LINEAR

STATE PROJECT

NUMBER

WA USFS OKWEN617 76(1) K.7