waa-kittitas5880-Final Planset.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.04.19 14:24:38 -07'00'

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

:0

A

M

M a r c h

U

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

\D e t.

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3KITTITAS 5880(1)WA

BH

CP GPS

JH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

DI

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K -

PLAN &

PROFILE

EROSION

CONTROL REVEGETATION RIP RAP

DETAILS

BRIDGE

STRUCTURE

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 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 895 895

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 3,096 154 3,250

A0160 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FIBER ROLL) EACH 9 9

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL Contract Quantity

A0200 20103-0000 CLEARING AND GRUBBING SQYD 11,018 982 12,000

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 Contract Quantity

A0240 20301-2400 REMOVAL OF SIGN EACH 3 3 Contract Quantity

A0260 20302-0800 REMOVAL OF FENCE, BARBED WIRE LNFT 664 36 700

A0280 20302-1200 REMOVAL OF GUARDRAIL LNFT 286 286 Contract Quantity

A0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 2,943 157 3,100

A0320 20304-2000 REMOVAL OF BRIDGE LPSM All ALL Contract Quantity

A0340 20401-0000 ROADWAY EXCAVATION CUYD 2,155 245 2,400

A0360 20403-0000 UNCLASSIFIED BORROW CUYD 31,563 3,437 35,000

A0380 20410-0000 SELECT BORROW CUYD 988 112 1,100

A0400 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(NON-WOVEN) SQYD 733 733

A0420 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NON-WOVEN) SQYD 48 48

A0440 20801-0000 STRUCTURE EXCAVATION CUYD 400 400 Contract Quantity

A0460 20820-0000 DEWATERING LPSM All ALL

A0480 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 1,729 71 1,800

A0500 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 34 34

A0520 25101-2500 PLACED RIPRAP, METHOD B,

CLASS 5 CUYD 1,200 1,200

A0540 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,671 229 1,900

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,258 42 1,300

MileStone: Final Date Completed: In Progress Report Date: 04/19/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

:0

PM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

M yF ile s\

Pr oj ec ts

\D ic ke y

C re ek \S ig no ff S ub m itt al

K itt

_5

0( 1)

_S um m ar y_ of

_Q ua nt iti es .x ls m

]S he et

STATE PROJECT

B.1KITTITAS 5880(1)WA

NUMBER

PLAN &

PROFILE

EROSION

CONTROL REVEGETATION RIP RAP

DETAILS

BRIDGE

STRUCTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0580 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 87 87

A0600 55201-0800 STRUCTURAL CONCRETE, CLASS D

(AE) CUYD 46 46

A0620 55202-2000 STRUCTURAL CONCRETE, CLASS D Contract Quantity

(AE), FOR APPROACH SLABS,

TYPE 2 (FOR APPROACH LABS,

TYPE 2) SQYD 58 58

A0640 55235-0000 EXPANSION JOINTS LNFT 72 72 Contract Quantity

A0660 55302-3700 PRECAST, PRESTRESSED CONCRETE Contract Quantity

DECKED BULB TEE GIRDER

(65-INCH) LNFT 804 804

A0680 55401-1000 REINFORCING STEEL LB 18,900 18,900 Contract Quantity

A0700 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 18,500 18,500

A0720 55601-0500 BRIDGE RAILING, CONCRETE LNFT 343 343 Contract Quantity

A0740 55901-0000 MEMBRANE WATERPROOFING SQYD 610 610 Contract Quantity

A0760 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 12 12 Contract Quantity

A0780 56501-0300 DRILLED SHAFT, 30-INCH Contract Quantity

DIAMETER LNFT 249 249

A0800 58501-0000 ULTRA HIGH PERFORMANCE Contract Quantity

CONCRETE CUYD 12 12

A0820 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, Contract Quantity

CLASS A STEEL POSTS (12-INCH

BLOCKOUTS) LNFT 775.0 775.0

A0840 61702-1500 TERMINAL SECTION, TYPE MGS Contract Quantity

TANGENT EACH 4 4

A0860 61707-0000 STRUCTURE TRANSITION RAILING LNFT 200 200 Contract Quantity

A0880 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 1,155 1,155

A0900 62201-3650 CHIPPER (CHIP FOR MULCH) HOUR 80 80

A0920 62301-0000 GENERAL LABOR (Chipper

Operator) HOUR 80 80

A0940 62502-0000 TURF ESTABLISHMENT SQYD 14,759 741 15,500

A0960 62632-0000 PLANTINGS LPSM All ALL

A0980 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 2,263 137 2,400

A1000 63302-0000 SIGN SYSTEM SQFT 32 32

A1020 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 6,000 6,000

A1040 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 6,000 6,000

7- A pr

-2

5:

P

M

MileStone: 100% Milestone Date Completed: In Progress Report Date: 04/07/22

C

M yF ile s\

Pr oj ec ts

\D ic ke y

C re ek \1

Q C S ub m itt al

K itt

_5

0( 1)

_S um m ar y_ of

_Q ua nt iti es .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

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.2KITTITAS 5880(1)WA

PLAN &

PROFILE

EROSION

CONTROL REVEGETATION RIP RAP

DETAILS

BRIDGE

STRUCTURE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1060 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1080 64620-0000 REMOVE AND RESET (RIPRAP BANK Contract Quantity

PROTECTION) EACH 1 1

A1100 64703-1000 MITIGATION, LANDSCAPING LOG

(HABITAT TREE) EACH 50 50

A1120 64703-1000 MITIGATION, LANDSCAPING LOG

(FLOODPLAIN HABITAT TREE) EACH 51 51

A1140 64704-1000 MITIGATION, STREAMBED

MATERIAL (CONSERVE AND PLACE) CUYD 450 450

7- A pr

-2

5:

P

M

MileStone: 100% Milestone Date Completed: In Progress Report Date: 04/07/22

C

M yF ile s\

Pr oj ec ts

\D ic ke y

C re ek \1

Q C S ub m itt al

K itt

_5

0( 1)

_S um m ar y_ of

_Q ua nt iti es .x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule A

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.3KITTITAS 5880(1)WA

guardrail is installed.

installed. See detail, this sheet, for pavement edge in areas where

1:3 pavement edge slope applies in locations where guardrail is not

Slope is 1:2 from station 206+00 to 207+50.

The slope varies from 1:3 to 1:2 from station 240+80.65 to 206+00.

See G_Sheets for revegetation plan.

See Gravel Widening Width table on Sheet C.3.

Construct slopes as shown in the Staking Report.

on the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated

FOOTNOTE:

[1]

[2]

[3]

[4]

1:3

1:

1:2

[1]2% Crown

MAINLINE TYPICAL SECTION

CL

Profile grade

Existing ground depth, placed in two equal lifts

Type 1, 4-inch compacted

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 6-inch compacted depth

Select Borrow, roadway embankment

Unclassified Borrow

[1] 2% Crown

Existing pavement between lifts

Tack coat topsoil, 4-inch depth

Placing conserved topsoil, 4-inch depth

Placing conserved

CL

1:

[4] [5] ground

Existing

TYPICAL SECTION

MAINLINE

SHEET 1 of 3

NO SCALE

1:2

1:3

[3]-4%

1:

TYPICAL SECTION

GRAVEL ACCESS TRANSITION

ground

Existing

[5]

See D_Sheets for location

(12-Inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, See D_Sheets for location

(12-Inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, [3]

[3] ground

Existing pavement

Existing

[3]

1:2

See D_Sheets for location

(12-Inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, match at face of guardrail.

structure to a vertical is installed, extend road

In areas where guardrail

[6]

[6

Clearing and Grubbing

200+00.00 to 207+36.13

5' 11' 11' 5'

Shoulder Shoulder

Turf Establishment Turf Establishment

Clearing and Grubbing

C o n s tr u c tio n L im its

C o n s tr u c tio n L im its

Traveled way Traveled way

Existing width varies.

Gravel widening for guardrail, 7-inch compacted depth.

Roadway Aggregate, Method 2, 203+99.61 to 207+36.13 topsoil, 4-inch depth

Placing conserved Turf Establishment, C o n s tr u c tio n L im its

201+93.81 to 203+99.61

Gravel access width varies 0' to 18' 6-inch compacted depth.

Roadway Aggregate, Method 2, M a tc h li n e s A

B a n d C

S e e S h e e t

C .2

4' 4' width varies.

Gravel widening for guardrail 7-inch compacted depth.

Roadway Aggregate, Method 2, Turf Establishment

Detail See

DETAIL

:5 p r il

T y p ic a l

S e c ti o n

S h e e t p w w o r k \d

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TYPICAL SECTIONS

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) C.1

NO SCALE

SHEET 2 of 3

1:3

1:

CL

grade

Profile

[2]4% Crown pavement

Existing

[2]4% Crown topsoil, 4-inch depth

Placing conserved

TYPICAL SECTION

GRAVEL ACCESS

ground

Existing roadway embankment

Unclassified Borrow

Existing ground

6-inch compacted depth

Roadway Aggregate, Method 2, CL

TYPICAL SECTION

GRAVEL ACCESS

Existing ground

Place new fence in the same location as the original fence.

See G_Sheets for revegetation plan.

crown reverses and slopes 4% towards mainline alignment.

existing alignment diverges from mainline alignment then

Crown is sloped 4% towards the ditch on the left until the

Construct slopes as shown in the Staking Report.[1]

[2]

FOOTNOTE:

1:

[3]

[3]

[3]

1:3 1:

CL

grade

Profile

[2]4% Crown pavement

Existing

[2]4% Crown topsoil, 4-inch depth

Placing conserved ground

Existing roadway embankment

Unclassified Borrow

Existing ground 6-inch compacted depth

Roadway Aggregate, Method 2, [3]

TYPICAL SECTION

GRAVEL ACCESS

[1]

[1

[1

[3]

[3]

[3] pavement

Existing wire, 4 strand

Install fence, barbed

151+24 to 152+91, Lt

[4]

[4]

Upland Planting Area9' 9'

Establishment Turf

C o n s tr u c tio n L im its

Existing

Existing road

149+52.00 to 149+96.65

Existing road

C o n s tr u c tio n L im its

Riparian planting area

Clearing and Grubbing

Existing

153+40.00 to 154+50.00

Roadway Obliteration, Method 2

M a tc h li n e C

S e e S h e e t

C .1

M a tc h li n e A

S e e S h e e t

C .1

149+96.65 to 153+40.00

Varies 9' 9'Establishment Turf

C o n s tr u c tio n L im its

Existing

Existing road

M a tc h li n e B

S e e S h e e t

C .1

Var ies

Upland Planting Area

Area Planting Upland

Va rie s

Va rie s

4' 4' Grubbing and

Clearing

4' Grubbing and

Clearing

4' Grubbing and

Clearing

:4

P

M a r c h

T y p ic a l

S e c ti o n

S h e e p w w o r k \d

\w a a c a .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) C.2

1:3

[1]2% Crown

MAINLINE TYPICAL SECTION

CL

Profile grade depth, placed in two equal lifts

Type 1, 4-inch compacted

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, depth

6-inch compacted

Select Borrow, 1:3 roadway embankment

Unclassified Borrow [1]

2% Crown between lifts

Tack coat topsoil, 4-inch depth

Placing conserved

[2]

1:2

[2]-4%

Existing ground

Existing ground 1:

[4]

SHEET 3 of 3

NO SCALE

[2]

FOOTNOTE:

[1]

[2]

[3]

[4]

[5]

Slope is 1:2 from station 206+00 to 207+50.

The slope varies from 1:3 to 1:2 from station 240+80.65 to 206+00.

See G_Sheets for revegetation plan.

See Gravel Widening Width table on Sheet C.3.

Construct slopes as shown in the Staking Report.

on the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated

[3]

See D_Sheets for location

(12-Inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, See D_Sheets for location

(12-Inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, [3] [4]

[3]

[5

208+57.52 to 215+00.00

5' 11' 11' 5'

Shoulder Shoulder

Turf Establishment

C o n s tr u c tio n L im its

Varies

Area Recovery

10'

Traveled way Traveled way

C o n s tr u c tio n L im its

Planting Area Upland

Conserve Topsoil 4-inch depth Clearing and Grubbing

Varies widening for guardrail, width varies

Gravel 7-inch compacted depth.

Roadway Aggregate, Method 2, Roadway Obliteration, Method 2

Riparian planting area

4' widening for guardrail, width varies

Gravel 7-inch compacted depth.

Roadway Aggregate, Method 2, :0 p r il

T y p ic a l

S e c ti o n

S h e e p w w o r k \d

\w a a c a .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) C.3

Length does not include transition or terminal lengths.

FOOTNOTE:

[1]

[1]

Contract Quantity[2]

[2]

:1

M a r c h

D e f a u lt p w w o r k

\d

\K it t_

Q T

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TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.1

7 1 8 1 9 1 0 1 1 1

N

Removal of Sign

147+83 RT

Removal of Guardrail

153+75 to 155+96, Rt

Removal of culvert

153+21 to 153+38, barbed wire

Removal of fence, 150+13 to 153+75, Rt

Removal of Sign

155+33 Lt barbed wire

Removal of fence, 155+75 to 156+52, Rt

Removal of Guardrail

154+50 to 155+03, Lt

Removal of Sign

154+23 RT

barbed wire

Removal of Fence, 153+42 to 153+98, Lt

Removal of Bridge

154+49 to 155+02, Lt

See Sheet D.7 for placement

(Riprap bank protection)

Remove and Reset

154+26 to 154+49, Lt

Slope Stake Limits

Clearing and

Slope Stake Limits

Clearing and

Construction, Slope Stake Limits

Clearing and

Construction, Slope Stake Limits

Clearing and

Construction, Removal of asphalt

LEGEND

Roadway Obliteration, Method 2 at existing fence

Construction Limits barbed wire.

Removal of fence, 151+28 to 152+94, Lt

Alignment

Proposed

0100 100 200

(Existing Alignment)

Gravel Driveway and removed riprap logs, floodplain habitat logs, Stockpile location for habitat

Contract Quantity[1]

FOOTNOTE:

[1]

[1]

[1]

[1]

N

NO SCALE

Decking Area

Lick Creek Corral

L

IC

K C

R E E

K

177'

246'

Corrals removal plan to CO for approval.

WAC 173-160-381. Submit observation well per

Removal of geotechnical

154+39, Lt

:2

A p r il

R e m o v a l

P la n

R e m o v a l

P la n

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P

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R e m o v a ls

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REMOVAL PLAN

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.2

LEGEND

BEGIN PROJECT

WA KITTITAS 5880(1)

200+00.00

El= 2409.057

E= 712,925.801

N=1,550,660.105'

Profile Grade

Existing ground wire, 4 strand

Install Fence, barbed

204+35 to 207+50, Rt

Pavement

Sawcutting

200+00

Edge of pavement

See Sheet D.6

Gravel Drive Alignment widening for guardrail

Edge of gravel widening for guardrail

Edge of gravel

Method 2 (6-inch depth)

Roadway Aggregate, 201+94 to 207+00, Lt

Type MGS Tangent

Install Terminal Section, 200+55 to 201+05, Rt

Type MGS Tangent

Install Terminal Section, 204+89 to 205+38, Lt

Line to be constructed

S E

E S

H E

E T D .7

M A

T C

H L I N

E

.0

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SITE DISTANCE

and Slope Stake Limits

Clearing, Construction, (12-inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, 201+05 to 206+75, Rt limits at fence

Construction

Slope Stake Limits

Clearing and existing ROW

Centerline of

Existing ROW

Existing ROW

PAVEMENT CONNECTION DETAIL

NTS

100' Smooth connection

P r o je c t li m it tack coat joint

4" Vertical saw cut, pavement

Existing

See Sheet C.1 structure, Pavement

1"=40'

SHEET 1 OF 3

Roadway Obliteration New Asphalt Roadway Gravel Surface and Slope Stake Limits

Clearing, Construction, pavement

Edge of

15978

CUYD

EXC

CUYD

EMB

CUYD

EXC

CUYD

EMB

340.29'N32°10'48"E

199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00

2,380 2,380

2,382 2,382

2,384 2,384

2,386 2,386

2,388 2,388

2,390 2,390

2,392 2,392

2,394 2,394

2,396 2,396

2,398 2,398

2,400 2,400

2,402 2,402

2,404 2,404

2,406 2,406

2,408 2,408

2,410 2,410

2,412 2,412

-1.269%

-0.814% 2

.5

' VC300

659.94K =

'2523.91SSD =

,4

.0

P C

.8 e = 6%

L = 381.70'

T = 194.26'

R = 833.00'

PI 204+84.06

E L

E V

.7

V P

C

.6

E L

E V

.6

V P

T

.6

4 2

:5

A p r il

R e a li g n

P la n

S h e p w w o r k

\d

\K it t_

P L

N .d g n

PLAN AND PROFILE

MAINLINE

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.3

Profile Grade limits at fence.

wire, 4 strand.Construction

Install Fence, barbed

208+42 to 209+89, Rt wire, 4 strand

Install Fence, barbed

204+35 to 207+50, Rt for details

Bridge. See I_Sheets

Construct Dickey Creek

207+49.44 to 208+84.58 to be obliterated

Existing roadway

Edge of pavement

Limits

Slope Stake

Clearing, and and Slope Stake Limits

Construction, Clearing, OHW

OHW

T E

A N

A W

A Y R

IV

E R

N O

R T

H F

O R

K

Limits at fence

Construction

Se e S he et

D.

Gr av el ac ce ss roa d

Edge of pavement guardrail widening for

Edge of gravel guardrail widening for

Edge of gravel

Existing Ground

Line to be constructed

Slope Stake limits

Clearing, and guardrail widening for

Edge of gravel guardrail widening for

Edge of gravel

Type 2, Class A steel posts

Install Guardrail system MGS, 209+48 to 209+61, Rt

(12-inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, 201+05 to 206+75, Rt

Railing, MGS System

Install Structure Transition

208+97 to 209+48, Rt

Railing, MGS System

Install Structure Transition

206+85 to 207+37, Lt

Railing, MGS System

Install Structure Transition

206+75 to 207+27, Rt

Type MGS Tangent

Install Terminal Section, 209+61 to 210+09, Rt to be obliterated

Existing roadway

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SITE DISTANCE

Class 5

Method B, Placed riprap, Class 5

Method B, Placed riprap, (12-inch Blockouts)

Type 2, Class A Steel Posts

Guardrail System MGS, 205+38 to 206+85, Lt at fence

Construction limits

See Sheet H.3

Riprap spillways, existing ROW

Centerline of

Existing ROW

1"=40'

SHEET 2 OF 3

Roadway Obliteration New Asphalt Roadway Gravel Surface

Existing ROW

Slope Stake Limits

Clearing and wire, 4 strand

Install Fence, barbed

208+65 to 215+00, Lt

Railing, MGS System

Install Structure Transition

209+07 to 209+58, Lt

Type MSG Tangent

Install Terminal Section, 209+09 to 210+60, Lt

10413

CUYD

EXC

CUYD

EMB

CUYD

EXC

CUYD

EMB

Type 2, Class A steel posts

Install Guardrail system MGS, 209+58 to 209+09, Rt

299.95' N58°26'04"E

.4

.5

T

5 2

0 2

205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50

2,376 2,376

2,378 2,378

2,380 2,380

2,382 2,382

2,384 2,384

2,386 2,386

2,388 2,388

2,390 2,390

2,392 2,392

2,394 2,394

2,396 2,396

2,398 2,398

2,400 2,400

2,402 2,402

2,404 2,404

2,406 2,406

2,408 2,408

-1.269%

-1.269%

E L

E V

.9

V P

C

.8

:2

A p r il

R e a li g n

P la n

S h e p w w o r k

\d

\K it t_

P L

N .d g n

PLAN AND PROFILE

MAINLINE

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.4

WA KITTITAS 5880(1)

215+00.00

El= 2396.844

E= 713,977.978

N=1,551,691.249

END PROJECT

Profile Grade

Existing ground pavement

Edge of

Pavement

Sawcutting

215+00 and Slope Stake Limits

Clearing, Construction, Existing fence

Edge of pavement

N to be obliterated

Existing roadway guardrail widening for

Edge of gravel

Type MGS Tangent

Install Terminal Section, 209+09 to 210+60, Lt wire, 4 strand

Install Fence, barbed

208+65 to 215+00, Lt

Slope Stake Limits

Clearing and

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SITE DISTANCE

Limits at fence

Construction

Sheets D.6-7 alignment, See

Existing road

Existing ROW

Existing ROW existing ROW

Centerline of

Existing ROW

100' Smooth connection

P r o je c t li m it

PAVEMENT CONNECTION DETAIL

pavement Existing coat joint saw cut, tack 4" Vertical

See Sheet C.1 structure, Pavement

1"=40'

SHEET 3 OF 3

Roadway Obliteration New Asphalt Roadway Gravel Surface

CUYD

EXC

CUYD

EMB

CUYD

EXC

CUYD

EMB

Line to be constructed

335.41'N37°26'54"E

.0

P

O

.4

.0

P

O

211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00 215+50 216+00

2,376 2,376

2,378 2,378

2,380 2,380

2,382 2,382

2,384 2,384

2,386 2,386

2,388 2,388

2,390 2,390

2,392 2,392

2,394 2,394

2,396 2,396

2,398 2,398

2,400 2,400

2,402 2,402

2,404 2,404

2,406 2,406

2,408 2,408

2,410 2,410

+1.329%

.7

.1

L

' VC500

193K =

'1002.41HLSD =

,3

.1

.8 e = 6%

L = 293.14'

T = 148.10'

R = 833.00'

Δ = 20°09'46" (RT)

PI 211+19.55

E L E

V

.1

V

P T

.8

:2

A p ri l

R e a li g n

P la n

S h e p w

-w o rk

\d \K it t_

(1

P

L N

.d g n

PLAN AND PROFILE

MAINLINE

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.5

S

E S

H E

E T D .7

M A

T C

H L I N

E

.0

Method 2 (6-inch depth)

Roadway Aggregate, 201+94 to 207+00, Lt

See Sheet D.3

Mainline Alignment

N

Limits and Slope Stake

Clearing, Construction, Edge of pavement

LEGEND

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SITE DISTANCE

Profile Grade

Existing ground of Way

Existing Right of Way

Existing Right

Centerline

Existing Road existing ROW

Centerline of

1"=40'

SHEET 1 OF 2

Roadway Obliteration New Asphalt Roadway Gravel Surface

126.06' N32°10'48"E 337.92'N26°16'25"E

.6

146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00

2,396 2,396

2,398 2,398

2,400 2,400

2,402 2,402

2,404 2,404

2,406 2,406

2,408 2,408

2,410 2,410

2,412 2,412

-0.552%

-1.550%

-5.088%

-1.550%

.3

.4

' VC150

150.36K =

'404.79SSD =

' VC60

16.96K =

'123.01SSD =

,4

.0

L = 103.09'

T = 51.59'

R = 1,000.00'

PI 147+27.16

E L

E V

.7

V P

C

.6

E L

E V

.2

V P

T

.6

E L

E V

.9

V P

C

.0

E L

E V

.9

V P

T

.0

:2

A p r il

G r a v

D r

S h e p w w o r k

\d

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P L

N .d g n

PLAN AND PROFILE

EXISTING ROAD

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.6

C P

LEGEND

Roadway Obliteration

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SITE DISTANCE

Profile Grade

Existing ground

S E E S

H E E T D .6

M A T

C H

L

IN

E

.0 wire, 4 strand

Install Fence, barbed

151+24 to 152+91, Lt along edge of drive

Place removed rip rap

206+70 to 206+94, Lt

See Sheets D.3-5

Mainline Alignment of drive rip rap along edge

Remove and reset

207+90 to 208+11, Lt

N

Existing ROW

Centerline

Existing ROW

Existing ROW wire, 4 strand

Install Fence, barbed

153+11 to 154+23, Lt

1"=40'

SHEET 2 OF 2

New Asphalt Roadway Gravel Surface

Method 2 (6-inch depth)

Roadway Aggregate, 201+94 to 207+00, Lt

182.59'

N69°30'42"E

'264.13L =

'138.71T =

'350.00R =

(RT)43°14'17"Δ =

152+55.28PI

C 1

.7

150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50

2,388 2,388

2,390 2,390

2,392 2,392

2,394 2,394

2,396 2,396

2,398 2,398

2,400 2,400

2,402 2,402

2,404 2,404

-0.405%

-5.088%

.8

' VC145

31K =

'183.87HLSD =

.2

E L E

V

.4

V

P C

.5

E L E

V

.5

V

P T

.3

:2

A p ri l

G ra v D r_ S h e p w

-w o rk

\d \K it t_

(1

P

L N

.d g n

PLAN AND PROFILE

EXISTING ROAD

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.7

1:2 grade

Profile

2% Crown 2% Crown topsoil, 4-inch depth

Placing conserved ground

Existing

6-inch compacted depth

Roadway Aggregate, Method 2, 1:

TYPICAL SECTION

GRAVEL DRIVEWAY

1:2

NO SCALE

N

1:

Construction Limits

Clearing, and

Construction Limits

Clearing, and

Existing gate alignment

Existing road culvert

Existing

Profile Grade

Existing ground

CL

topsoil, 4-inch depth

Placing conserved

-3.500% +9.637%

.7

.3

L

' VC20

2K =

'29.11HLSD =

,3

.3

,3

.8

2,390

2,392

2,394

2,396

2,390

2,392

2,394

2,396

2,388 2,388

,3

.0

,3

.6

0+00 0+10 0+20 0+30 0+40

Establishment

Grubbing, Turf

Clearing and

9' 9'

Establishment

Grubbing, Turf

Clearing and

C o n s tr u c tio n L im its

Existing

Gravel Driveway

C o n s tr u c ti o n L im it s

0+08.48 to 0+34.07

& TYPICAL SECTION

PLAN AND PROFILE

GRAVEL DRIVEWAY

:5 p r il

E

X D r iv e

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S h e p w w o r k \d

\K it t_

P

L N

D r iv e .d g n

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) D.8

W

N

FOOTNOTES:

approximate Station 216+64, 15' Rt

Control Point 112 is beyond the project limits at 2.

0100 100 200

D.9KITTITAS 5880(1)

6' - 3"12 SPACES @ 3' - 1 1/2"

CONNECTION

FOR SPECIFIED

SEE CONTRACT PLANS

NOTE: TRANSITION PAY LIMIT SHALL INCLUDE END SECTION FOR CONNECTION TO BARRIER OR FIXED OBJECT

STRUCTURE TRANSITION RAILING ~ PAY LIMIT

WITH 6×8 BLOCK

1.

2.

3.

NOTES

7' - 3 1/2"

3' - 1 1/2"

ABOUT

SYMMETRICAL

A

ADETAIL

2"

DETAIL B

THRIE BEAM BLOCK

7' - 3 1/2"

3' - 1 1/2" 3' - 1 1/2"

1' - 0 1/4"

1' - 0 1/2"

RIGHT

LEFT

(MIRROR OF RIGHT)

1' - 0 1/2"

REDUCER ELEMENT TYPE C

A B

6"

ACTUAL

12"

/8

(TYP.)

THROUGH BLOCK

3/4" (IN) DIAM. HOLE

2"

POST WITH 6 × 12 BLOCK

W6 × 8.5 OR W6 × 9 ~ 6' - 0" LONG STEEL

STEEL POST

W6 × 15 ~ 7' - 0" LONG

WITH 6 × 12 BLOCK

W6 × 12 ~ 7' - 6" LONG STEEL POST

SLOT (TYP.)

29/32" (IN) × 1 1/8" (IN)

SEE SHEET E.4 FOR 19" THRIE BEAM DETAIL

6 × 12 × 19" (IN) LONG BLOCK ~

SLOT (TYP.)

3/4" (IN) × 2 1/2" (IN)

SLOT (TYP.)

3/4" (IN) × 2 1/2" (IN)

4 1/4" 4 1/4"

SLOT (TYP.)

29/32" (IN) × 1 1/8" (IN)

3' - 1 1/2"

GROUND LINE

(12-INCH BLOCKOUTS) ~ PAY LIMIT

CLASS A STEEL POSTS

GUARDRAIL SYSTEM MGS, TYPE 2,

4.

ELEVATION

TYPE C ~ 10 GAGE

REDUCER ELEMENT W-BEAM GUARDRAIL ~ 12 GAGE

BEAM ELEMENT ~12 GAGE

6' - 3" SHORT THRIE

BEAM GUARDRAIL ~ 12 GAGE

12' - 6" NESTED THRIE

A

3' - 1 1/2"3' - 1 1/2"

ABOUT

SYMMETRICAL

13' - 6 1/2"

SHORT THRIE BEAM ELEMENT

See Sheets E.4 and E.6 for beam guardrail transition grading details at bridge ends.

For details of typical components, see Sheet E.2 and Section 710.

See Sheet E.4 for details regarding connection to bridge rail or traffic barrier.

the toe of the barrier does not project past the face of the approach guardrail.

The toe of the single slope and the safety-shape barrier shall be tapered or the barrier blocked out so that

This guardrail transition is for connection to a vertical concrete shape, a single slope, or a safety-shape barrier.

THRIE BEAM GUARDRAIL

LC

RAILING

STRUCTURE TRANSITION

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) E.5

3' - 0"

SEAT

BACK OF PAVEMENT

SEE CONTRACT

3' - 0"

BEAM GUARDRAIL CONNECTION TO BRIDGE TRAFFIC BARRIER

EMBANKMENT

VARIES (SEE CONTRACT)

BRIDGE APPROACH SLAB

M I N

VARIES (SEE CONTRACT)

BRIDGE APPROACH SLAB

TAPERED BARRIER TOE DETAIL

5' - 0"

PLAN

(CURB LINE)

EDGE OF SHOULDER

WIDENING

EDGE OF EMBANKMENT

BARRIER

BRIDGE TRAFFIC

BARRIER

BRIDGE TRAFFIC

ELEVATION

BARRIER

BRIDGE TRAFFIC

(SEE DETAIL ~ THIS SHEET)

TAPERED BARRIER TOE

FOR WIDENING

SEE CONTRACT PLANS

CLASS A STEEL POSTS (12-INCH BLOCKOUTS)

GUARDRAIL SYSTEM MGS, TYPE 2,

IN CONTRACT)

SLAB (WHEN SHOWN

BRIDGE APPROACH

STRUCTURE

EDGE OF

(WING WALL SHOWN)

OR OTHER RETAINING WALL

WING WALL, CURTAIN WALL,

(WING WALL SHOWN)

OR OTHER RETAINING WALL

WING WALL, CURTAIN WALL,

(SEE SHEET E.5)

STRUCTURE TRANSITION RAILING

VARIES ~

CONTRACT

SEE

EDGE OF STRUCTURE

VARIES ~

CONTRACT

SEE

AT BRIDGE END

EMBANKMENT WIDENING

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) E.6

:2 p r il

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

\w a a e h .d g n

& CORNER BRACE DETAILS

HOLD DOWN, STRETCH

TYPICAL LINE FENCE,

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) E.7

PROPERTY CORNER:

PANEL GATE:

DROP GATE:

NOTES:

IN ANY WAY.

CORNER MONUMENT IS NOT DAMAGED, MOVED, OR DISTURBED

DURING INSTALLATION OF POSTS, ENSURE THE PROPERTY

SIMILAR TO CORNER OR STRETCH BRACE.

PROPERTY CORNER STRUCTURE CONSTRUCTION METHODS

33 INCHES.

4 INCHES DIAMETER AND BURY TO A MINIMUM DEPTH OF

MAKE HINGE POSTS AT LEAST 7 FEET 3 INCHES LONG AND

FENCE.

SPACE THE LONGITUDINAL WIRES THE SAME AS THE LINE

OF THE GATE.

LOOP AROUND END BRACE POSTS TO FACILITATE CLOSURE

LOOP HINGES AND LOOP CLOSURES FROM BRACE WIRE AND

4 INCHES WITH A DIAMETER OF 3 TO 4 INCHES. CONSTRUCT

DROP POSTS LOCATED AT EACH END TO A LENGTH OF 4 FEET

PRESURE TREATED STAYS AT 1/4 POINTS ALONG GATE. CUT

CONSTRUCT GATE WITH THREE VERTICAL WOOD 48 X 2 X 4

5.

4.

3.

2.

1.

:5 p r il

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

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GATES & CROSSINGS DETAILS

TYPICAL PROPERTY CORNER,

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) E.8

:0 p r il

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

\w a a e j.

d g n

METHOD DETAILS

TYPICAL ALTERNATE FENCE

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) E.9

:1 p r il

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

\w a a e k .d g n

DROP FENCE DETAILS

TYPICAL H-BRACE &

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) E.10

:1

F e b r u a r y

S ta n d a p w w o r k

\d

\K it t_

Q T

Y .d g n

EROSION CONTROL QUANTITIES

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.1

0 2 1 2 2 2

N

SHEET 1 0F 2

for inlet protection

Install SEC, fiber roll

206+20, Lt slope (3 total) at toe of fiber roll)(

Install SEC, check dams

205+10 to 206+25, Lt

(fiber roll) in ditch (6 total)

Install SEC, check dam

201+80 to 206+20, Lt prior to turf establishment.

Install on new fill slope for slope protection.

Install SEC Fiber Roll

200+65 to 207+50, Rt

Install SEC, Silt Fence

207+49 to 207+72, Rt

Install SEC Silt Fence

207+03 to 207+72, Lt

Control Product

Install Rolled Erosion

207+00 to 208+11, Lt

Clearing Limits

Clearing Limits

Construction and

Clearing Limits

Construction and

Rolled Erosion Control area

Legend:

Diversion Berm

Install SEC, Temporary

207+89 to 207+98, Lt

Clearing Limits

Construction and at proposed fence

Construction limits at proposed fence

Construction Limits

1"=60'

BEGIN PROJECT

WA KITTITAS 5880(1)

200+00.00

Soil Erosion ControlSEC

:1 p r il

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P .d g n

EROSION CONTROL PLAN

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.2

Y .3

X .0

N

SHEET 2 0F 2

Install SEC, Silt fence

208+53 to 213+10, Lt

Install SEC, Silt fence

208+42 to 208+53, Rt for slope protection

Install SEC Fiber Roll

208+80 to 215+00, Rt

Control Product

Install Rolled Erosion

208+56 to 210+13, Lt

Clearing Limits

Construction and at proposed fence

Construction Limits

Diversion Berm

Install SEC, Temporary

208+54 to 208+67, Lt

Rolled Erosion Control area

Legend:

1"=60'

END PROJECT

WA KITTITAS 5880(1)

215+00.00

Soil Erosion ControlSEC for slope protection

Install SEC Fiber Roll

, Lt215+00 to 213+35

:2 p r il

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P .d g n

EROSION CONTROL PLAN

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.3

W157-1

STANDARD APPROVED FOR USE --/----

REVISED: 10/2016

SILT FENCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

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

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

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

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

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.4

:1 e b r u a r y

S ta n d a p w w o r k

\d

\K it t_

D E

T

.d g n

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

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

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

MODERATE GRADES

CHECK DAM

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DITCH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

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

2-foot (max.) spacing.

9" Ø minimum fiber roll.

Se e N ote

Flow

F lo w m in m in

"6 m in m in .6

:4

M a r c h

D e t

W p w w o r k

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL APPROVED FOR USE --/----

7/2016 REVISED:

157-15W

WFLHD DETAIL

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.5

6" (min.) freeboard. Submit temporary stream diversion

Existing ground

Water surface elevation

OPTION B

OPTION A

Sandbag (typ.)

Sandbag (typ.)

Portable water bladder

Water surface elevation elevation (min.)

Top of berm

Existing ground

(anchoring method to be approved)

Waterproof membrane

NOTE:

4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as

While in use, inspect and maintain the temporary diversion given time.

Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows.

of bottom rows as there are vertical course. Overlap the

Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation.

minimum height equal to the water surface elevation with

As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.).

methods may be chosen (including any approved during construction operations. Alternate stream diversion

These options suggest configurations for diverting a stream m in

4'-6" min.

m in

Existing abutment or pier at time of construction

Diverted water level

Limit of work zone at time of construction

Diverted water level

METHODS

TEMPORARY DIVERSION BERM

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.6

W157-21

STANDARD APPROVED FOR USE 10/2014

7/2016 DRAFT:

REVISED:

FIBER ROLL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NO SCALE

(ft)

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

(FT)

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s

Fiber roll

D ire c tio n o f ru n o ff along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted larger than fiber roll

Excavate trence 2" wood stakes. See Note 2.

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for

Drive stakes at each end and at 4-foot spacing until fiber and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.)

12" (m in.)

ove rlap

1" x 1" Wood stake

NOTE:

sp ac in g ch ar t

S ee F ib er R ol l

Flow

Pay lim its

Pay lim its as specified in plans 3' min. or

3' (min.)

m in m in t o

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.7

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W629-1

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NO SCALE NO SCALE

Erosion control blanket edge overlap

Staples @

Staples @

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

2.

1.

Staple (typ.)

Shingle splice, see Detail C of slope, see Detail A

Anchor trench at top

Staple

Staple

Compacted native soil control blanket

Erosion

Compacted native soil

Toe of slope

PERSPECTIVE VIEW

SHINGLE SPLICE

DETAIL C

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

Blanket edge

Blanket ends

Slope stake

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

NOTE:

of slope, see Detail B

Anchor trench at toe

Erosion control blanket

Flow see N ote 1

S tap le sp acin g

Se e

Not e

Pr ev ai lin g wi nd

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) F.8

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) G.1

QUANTITIES

TABULATION OF

Y .3

X .0

5 2

1 2

BM

BM

N

Riparian Live Stake Planting Area (0.11 acres)

LEGEND

Upland Planting Area (0.46 acres)

50050

Scale in feet

100 200

Riparian Trees and Shrubs Planting Area (0.41 acres)

Total Riparian Area (Riperian Seeding Area) (0.52 acres)

Turf Establishment Area (1.32 acres)

Streambed Material

1.

Streambed material

Existing bridge

Proposed bridge

NOTE:

See staking notes to determine revegetation limits.

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) G.2

REVEGETATION PLANREVEGETATION PLAN

Existing embankment

G.3

STATE PROJECT

NUMBER

SHEET

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WA KITTITAS 5880(1)

A u g u s t

:1

/2

/2

C h e c k e d b y

B R o c h e

D e s ig n e d b y

W M c Q u is to n

INSTALLATION DETAILS

WILLOW AND COTTONWOOD

OHWOHW

NO SCALE

2'-0" 8'-0"

Stream bottomStream bottom

Set hingeline at OHW trench method

Pole plantings, trench method single group or

Pole plantings, Bank toe at OHW thoroughly with water the ball of earth by soaking it

Settle the loose soil around or outside ball

3.

2.

1.

BALLED AND BURLAPPED TREES AND SHRUBS

METHOD OF PLANTING CONTAINER OR

AND METHOD OF GUYING DECIDUOUS TREES

METHOD OF PLANTING BARE ROOT TREES AND SHRUBS

METHOD OF STAKING

x 6' dia.

Place mulch around base of all trees and shrubs, 4" deep or Pine stakes.

Provide construction grade, rough or dressed Douglas Fir hose and wire guying.

Approved commerical plant ties may be used in lieu of anchors driven firmly into the ground wood stakes or approved metal galvanized wire and scarify sides to prevent sealing

Roughen subsoil in bottom of hole as it stood in nursery level to the natural ground

Set plant in hole same the center point the tree and twisted at two-thirds the height of trunk at least equal to

Wire anchored from the marker conspicuous

Approved deciduous trees where required

Wrapping material on

Depression to collect water completely saturated and filled on top until all voids are the roots by pouring water roots. Soak the topsoil around

Work topsoil carefully around

Place roots in natural position.

and scarify sides to prevent sealing

Roughen subsoil in bottom of hole

Prune any broken roots prior to placing around roots conditioner and throughly mixed

Topsoil mixed with specified soil deciduous trees where required

Wrapping material on

Topsoil to collect water around plant on level ground or slope container or ball diameter

Make a depression twice the prior to placing around ball conditioner and throughly mixed

Topsoil mixed with specified soil down upper half of burlap

Cut bindings, and peel

Place mulch as directed

Trees and shrubs.

stood in nursery or container to the natural ground as it

Set plant in hole same level wrapping paper under hose plastic hose with tree, nylon, rubber or reinforced

1/2" dia. 12" long driven prior to backfilling

2" x 2" wood stake wrapping paper under hose or reinforced plastic hose with tree, 1/2" dia. x 12" long nylon, rubber, at which ties are to be made

Cut stake off about 12" above the point ground and stapled or tied to the stake.

a point two-thirds the height of tree above approved plastic ties tied to the tree at

14 gage or heavier galvanized wire or indicated by dotted lines. Do not cut leader

For bare root trees and shrubs, prune for nursery stock and3 branches about for collected material as 2 about

12" max., 6" min.

around planted tree.

perimeter consisting of slash, to base of plant. Install a 8'

Mulch to a depth of 4" feather around planted tree.

perimeter consisting of slash, to base of plant. Install a 8'

Mulch to a depth of 4" feather

NOTE:

a b o u t tw o th ir d s t h e h e ig h t o f t h e t r e e g u y c a b le s r e q u ir e

PLANTING METHODS

TREES AND SHRUBS

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) G.4

Riparian Live Stake Planting Area

LEGEND

Upland Planting Area

50050

Scale in feet

Riparian Trees and Shrubs Planting Area

Turf Establishment Area

Streambed Material

1.

bridge

Existing bridge

Proposed

P053 P051

P050

P073

P072

P071

P069

P068

P067

P066 P065 P064

P063 P062

P061

P060

P059

P058 P057 P056

P055

P054

P001

P002

P004 P006 P007

P008

P009

P010

P011

P012

P013

P014 P015 P016

P029

P030

P031

P005

P052

P081

P080

P079

P070

P028

P027

P025

P024

P022 P021

P020 P019

P018 P017

P003

P026

P023

P077

P076

P075

P074

P078

SHEET 1 OF 2

NOTE:

See Sheet G.6 for layout point tables.

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) G.5

LAYOUT

RIPARIAN AREA

SHEET 2 OF 2

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) G.6

LAYOUT

RIPARIAN AREA

10 200510

SCALE IN FEET

T e a n a w a y R iv e r

N o r t h F o k existing bridge

Remove centerline

Proposed roadway method B, class 5

Placed riprap, method B, class 5

Placed riprap, disturbance

Limits of disturbance

Limits of

See Sheet H.4

Riprap Spillway method A, class 2

Placed riprap, See Sheet H.4

Riprap Spillway method A, class 2

Placed riprap, AA

See Sheet H.3 for point layout table.

See Sheet H.2 for section.1.

NOTES:

2.

299.95'N58°26'04"E

9N58°26'04"E25'

25'

25'

25'

125'

6'

14'14'

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

5' 5'

XX

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RIPRAP PLAN

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) H.1

RR02

RR01

RR03

RR04

RR07

RR08

RR09

RR05

RR11

RR10

RR21

RR18

RR23 RR22

RR24

RR12

RR13

RR14

RR26

RR15

RR25

RR19

RR20

RR16

RR17RR06

14' R

14' R

14' R

14' R

2,400

2,410

2,390

2,380

2,370

2,360

2,420

2,430

2,400

2,410

2,390

2,380

2,370

2,360

2,420

2,430

207+00 208+00 209+00207+50 208+50207+25 207+75 208+25 208+75 209+25

HYDRAULIC & HYDROLOGIC SUMMARY

2376.72377.2ElevTotal Scour Elevation

0.00.0FtPier Scour Depth

2.82.3FtAbutment/Contraction Scour Depth

3.03.0FtStream Degradation Depth

2382.52382.5ElevScour Base Elevation (Channel Thalweg)

11.510.59.0Ft/secDesign Flow Velocity

2.63.14.2FtClearance to Low Chord

2389.42389.02387.8ElevWater Surface Elevation

456039002366cfsDischarge

0.0020.010.5%Exceedence Probability

5001002YearFlood Frequency

Elev. 2383' Elev. 2383'

Elev. 2390' Elev. 2390'

1 OHW Elev = 2,385.5'

100-year W.S. Elev = 2389.0' geotextile, class 1, type A (non-woven) Geotextile, class 1, type A (non-woven)

Existing grade method B, 6-feet thick

Placed riprap, class 5, method B, 6-feet thick

Placed riprap, class 5, Conserved streambed material

Conserved streambed material

10 200510

SCALE IN FEET

RIPRAP ELEVATIONS

Limits of disturbance Limits of disturbance

SECTION A-A

6'

8'

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) H.2

10 200510

SCALE IN FEET

RIPRAP LAYOUT TABLE1

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P o in t L a y o u t T a b le

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STATE PROJECT

NUMBER

WA KITTITAS 5880(1) H.3

Va ria ble S lop e

Flowline

Placed riprap, Method A, class 2

Slope Break

Placed riprap, method A, class 2

SECTION A-A

SECTION B-B

class 1, type C (non-woven)

Separation-stabilization geotextile, class 1, type C (non woven)

Separation-stabilization geotextile class 1, type C (non woven)

Separation-stabilization geotextile

ELEVATION LT

Method A, class 2

Placed riprap, Varia ble S lope

[1

[2]

[2]

[2]

[1]

Match slope of riprap.

Match fill slope.

FOOTNOTE:

Variable Slope

Placed riprap, Method A, class 2

Slope Break class 1, type C (non woven)

Separation-stabilization geotextile

Variable Slope

[1]

[2]

[2]

ELEVATION RT

[2

B

B

A A

209+11.00 209+00.57

Slope Break

See I Sheets

Bridge Railing, Concrete, PLAN (TYP.)

Pavement

Edge of

Location

Station

Slab

Approach

Edge of

Method A, class 2

Placed riprap, Slab

Approach water towards spillway

Depress asphalt to direct

Variable slope length

12" (min)

36"

36"

18"

Variable slope length

12" (min)

10'

V a ria b le s lo p e le n g th

11'

10'

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RIPRAP SPILLWAY DETAILS

STATE PROJECT

NUMBER

WA KITTITAS 5880(1) H.4

PROJECT TEAM LEADER BRIDGE DRAWING DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DRAWING NO.

Y. QIY. QI B. OLTMANN OF 23 RG3232-C. Chong APRIL 2022

WASHINGTON

KITTITAS COUNTY

OKANOGAN-WENATCHEE NATIONAL FOREST

DICKEY CREEK BRIDGE REPLACEMENT

WA KITTITAS 5880(1)

2390'

2390'

2390'

2390'

2390'

2390'

2385'

XXXXXXXX

N

Elev. 2400.38

Sta. 207+49.44

Begin bridge

B a r r ie r

B a r r ie r

Proposed ground Exp.

drilled shaft

2'-6" Dia.

PLAN

Elev. 2398.66 Sta. 208+84.58 End bridge

L Roadway

L StructureCL

CL

CL

ELEVATION

tee girder

65" Deck bulb

PLAN & ELEVATION

Remove existing bridge

Not to scale

Elev. 2385.50

OHW Exp.

I.1

Slope -1.269%

1 A

"4 3135'-1

"4 3135'-1

"4 3Bridge Length = 135 - 1

A C

T U

A L F I L E I .0

W A

K it ti ta s P

E .D

G N

D e fa p w w o r k d I .0

W A

K it ti ta s P

E .D

G N

D ic k e y C r e e k

P C

.4

2392.00'

Low chord elev.

Railing (Typ.)

Bridge Transition

Railing (Typ.)

Bridge Transition riprap plan for details.

Dickey Creek Bridge

Place riprap (Typ.) See

1"=16'-0"

Proposed grade @ Roadway

Elev.2400.62

Sta. 207+30.73

Approach slab

Elev. 2398.44 Sta. 209+02.18 Approach slab

Existing ground @ RoadwayCL

2,410

2,400

2,390

2,380

2,370

2,360

Brg. Abut. 1CL

CL

WSDOT 10.2-A5-1A barrier (Typ.)

PROFILE GRADE

CL Brg. Abut. 1 Brg. Abut. 2

CL Brg. Abut. 2 riprap plan for details.

Dickey Creek Bridge

Place riprap (Typ.) See

A p r il a m

See Sheet H.4 (Typ.)

class 2 Riprap Spillway

Placed riprap, method A, NO. DATE BY REVISIONS NO. DATE BY REVISIONS

I.2

GENERAL NOTES

Construction:

Design:

DESIGN LOADING:

Dead Loads:

Live Loads:

AASHTO HL-93; maximum dynamic load allowance, IM=33%

MATERIALS:

Design stresses:

Concrete:

Reinforcing steel:

on Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges

DRAWING TITLE

DRAWING INDEX

DRAWING NO.

GENERAL NOTES:

SPECIFICATIONS:

Prestressing steel:

Bearings:

GEOTECHNICAL REPORT:

method A.

durometer hardness. Bearings are designed according to AASHTO LRFD design

Section 18.2 of the AASHTO LFRD Bridge Construction Specifications, with 60

Provide laminated elastomeric bearing pads conforming to the requirements of estimated losses of 21.90 ksi.

The final estimated effective prestress force per strand is 39,190 lb based on

Pre-tension each strand to a total load of 43,940 lb (f'si = 0.75*f's = 202,500 psi).

steel conforming to AASHTO M 203.

Furnish grade 270, 0.60" diameter, seven-wire, low-relaxation, prestressing

Future asphalt wearing surface: 25 psf Concrete overlay: 145 pcf Concrete: 150 pcf

No Scale

(a) Contract quantity

EXISTING BRIDGE:

D e fa p w w o r k d I .0

W A

K it ti ta s

G N .D

G N

AASHTO LRFD Bridge Design Specifications, 9th Edition, 2020.

A C

T U

A L F I L E I .0

W A

K it ti ta s

G N .D

G N for further information.

precast prestressed concrete Tee girders. See bridge inspection report curb-to-curb. The overall bridge width is 25 feet - 4 inch with six

The existing single span bridge is 54 ft - 6 inch long and 24 ft wide

Provide 2" cover for reinforcing steel unless otherwise noted.

Provide standard hooks as defined by ACI SP-66 for bends unless otherwise noted.

anchored in approach slab, curb and…