plans_we0712010.pdf

,1 total central angle M.L. main line ..1c curve central angle M.P. mile post 0 diameter matt. material es spiral central angle max. maximum abut. abutment MGAL thousand gallon

ADT average daily traffic min. minimum

AH ahead mon. monument appr. approach N north

BK back NC normal crown

BM bench mark 0. C. on center BP balance point o. too. out to out

br. bridge OD outside diameter brg. bearing OG original ground cc or c. to c. center to center PC point of curve

f. centerline PCC point of compound curve cir. clear PCS point of curve to spiral CMP corrugated metal pipe PI point of intersection col. column pl. plate cone. concrete POC point on curve conn. connection POS point on spiral constr. jt. construction joint POT point on tangent cont. continuous PS point of tangent to spiral cs point of curve to spiral PSC point of spiral to curve ctrs. centers PST point of spiral to tangent CUFT cubic foot (feet) PT point of tangent culv. culvert pvmt. pavement CUYD cubic yard(s)

R radius D diameter R. range DHV design hourly volume R/W right-of-way dia. diameter rdwy. roadway diag. diagonal reinf. reinforcement diaph. diaphragm reqd. required dist. distance rt. or RT right drwg(s). drawing(s) rte. route

E east s south e superelevation rate SADT seasonal average daily traffic El. 94.16 ft elevation with number SC point of spiral to curve elev. elevation sec. section emb. embankment shldr. shoulder EP edge of pavement SLRY slurry unit EQ oreq. equation spa. spacing, spaces or spaced ER edge of road SQFT square foot EW edge of water SQYD square yard exc. excavation SRS point of spiral to reverse spiral exp.jt. expansion joint ss point of spiral to spiral (no curve) fin. finish ST point of spiral to tangent fig. flange STA, Sta. station std. standard ft2 square foot stgr. stringer ft3 cubic foot (feet) stiff. stiffener

[j' ftg. footing struc. structural

Ul ga. gage (gauge) STS point of spiral to tangent spiral 2.

C: galv. galvanized sym. symmetrical "' "C hdwl. headwall T tangent distance -" "' I hex. hexagon T. township s: HW high water TBM temporary bench mark N thd. thread ,., r-- ID inside diameter TS point of tangent to spiral 0 QJ jt. joint 3: Ts tangent distance (spiraled curve) ;::; typ. typical 0

N L length of curve r-- Lil V design speed M lam. lamination 0 vph vehicles per hour "C lat. latitude :g

LNFT linear foot (feet) VPI vertical point of intersection 3: long. longitudinal ~ w west C. LPSM lump sum ---u Ls length of spiral yd2 square yard

It. or LT left yd3 cubic yard(s) LW low water

:E: NOTE: c..

Lil <t N 1. Other symbols used in the plans will be shown in a legend ~ on the appropriate plan sheet.

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Lil

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

3~ L : 1

0 6

3~1

= 22

----P/L-,:,.-- ----P/L---

( 400 )

//////NP//////////// NP// /// ///

/ / NWR // NWR // NWR // NWR //

X BH

" EL. 1234.56

X

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G w _2_ _2_

CP

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GPS

G

JH

STATE PROJECT SHEET

NUMBER

North Arrow

Slope Stake Limits

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier

WA

--~$~pa--- z

EXISTING

Top of Cut -----------------

Toe of Fill - - - - - Transition

JE- -X- -X-l<

FS 071-2010

PROPOSED

)0( )0( )()80( wall face

A.2

Retaining Wall v v v v v ' ' ' ' ' Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/ Above Ground Utilities v u-u

Q:-

(Dr'r---------"v-,_, ----IUDf-----u Ou ,T

:1----- @)1-------

----IUD!----

---P---P- --P---P--

Underground Utilities - - ---1 w 1- - ----1 w 1- -----1 w 1------1 w 1---

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM= steam, T = telephone, TV= CATV, W = water

Poles (Power, Telephone, Joint Use, ----c::J---- ---0--- ----ITD- Light, Support w/Anchor) ➔ ~ --+ ~

Miscellaneous Utility Features □ T T

EM = electric meter, T = telephone pedestal, TV = CA TV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

NO SCALE

~I

_ -0--R/W __ R/W

P/E __ PIE

- no symbol - TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

1-----=□-=.ET:..cA:.:IL"-'A'-'PP_:_.:RO::cVc::E=--D .:...:FO:..cRc.::U.::cSE=--.::cll::c/2:.:0.::.:01:.___-------ll DETAIL REVISED: 9/2005 1/2007 10/2009 10/2014 I w 101-1 k "O

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Designated Project Disposal Site.

Along National Forest Road (NFR) 74 near the NFR 75 and NFR 74 junction, see Sheet C.1.

PROJECT LOCATION

WHITE RIVER BRIDGE

FEDERATION

FOREST STATE PARK

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_,~s~LAL~ NATIOJfAL FOREST

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Halle--;:- - I Pass

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Road C(!nstruction closure locati9n, j

On National Forest Road (,YFR.) 75 · at the junction of NFR 7570 and1 - - - --+ NFR 75 (see Sheet E.1) \ j

I I i I 23\. I 24 wi~ I I ~ I ~

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SCALE IN MILES

1 2

+-, re/ ;.,L

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STATE PROJECT

WA FS 071-2010

NOTE:

1. Project location cannot be accessed via Forest Road 74.

Forest Road 75 must be used as an alternate access route.

VICINITY MAP

SHEET

NUMBER

A.3

Sheet and Description

FSR 74

EROSION

CONTROL

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM All ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM All ALL

A0060 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0080 15701-0000 SOIL EROSION CONTROL (DEMOLITION

DEBRIS CONTAINMENT) LPSM All ALL

A0100 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM All ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,100 1,100

A0140 20104-0000 CLEARING ACRE 0.6 0.6

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 3,311 3,311

A0180 20304-2000 REMOVAL OF BRIDGE (CONCRETE

BRIDGE DEMOLITION) LPSM All ALL

A0200 20401-0000 ROADWAY EXCAVATION CUYD 4,300 4,300

A0220 21201-0000 LINEAR GRADING (TEMPORARY ROAD) MILE 0.032 0.032 Contract Quantity

A0240 62510-1000 SEEDING, DRY METHOD ACRE 1.2 1.2

A0260 62515-1000 MULCHING, DRY METHOD ACRE 1.2 1.2

A0280 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

MileStone: Final Date Completed: In Progress Report Date: 03/05/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-M a r-

:4 P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1FS 071-2010WA

SHEET

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LEGEND:

Construction Limits

Clearing Limits

Roadway Excavation Limits

Edge of Temporary Road

FOOTNOTES:

1' 3' Roadway Excavation

Limits

Asphalt Removal

Limits

STATE

WA

3' 1'

PROJECT

FS 071-2010

SHEET

NUMBER

C.1

Existing ground_ 1

Ex;s:n: '_}·· .. I~~ 1- / gi~ ~ Existing -~.§ Toe of Slope

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b Toe of Slope gi~ Silt Fence r21

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TYPICAL CLEARING AND CONSTRUCTION

LIMITS DIAGRAM

Construct temporary road per Section 212.

See Sheet C.2 for more information.

Remove all existing asphalt between bridge and junction of Roads 74 and 75.

Roadway Excavation.

Excavate and remove existing road embankment (approximately 700 linear feet) within the river floodplain.

Scale in feet F7 n I I I

75 50 25 0 50 100 150

~ BEGINNING

- ::::: ~ OF PROJECT

~o~ :::::•~ Remove existing road closure earthen berm at ---....____,o~~ =:::::::

road junction to gain access to the work site. -........ -......... 0~ ~ Replace earthen berm at completion of project. -........ ~

~, ------------== --........ --........ ------:::::: -- - -==::=:=:=---- 15- ?lo - 7----- Designated Disposal Site:

Place waste soils in the ditch and along the cut slope of National Forest Road (NFR) 74 near the junction of NFR 75 and NFR 74 as directed by the CO.

Shape to drain and compact materials in place.

[1] Wherevever asphalt removal is conducted outside of the Roadway Excavation Limits, the Construction Limits are 1-ft beyond the edge of existing asphalt. SITE PLAN

[2] See Sheet D.1 for silt fence locations.

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2.

LEGEND:

Construction Limits

Clearing Limits

Roadway Excavation Limits

Edge of Temporary Road

3-ft.

Existing ground_ 1

Separation geotexti/e, class 1, type E (woven), over existing native streambed material.

STATE

WA

t-;!:.fef W/y 3-ft. Set silt fence along downslope --------------- side (toward river) of temporary t_ / road. Lap separation geotextile 1 % tJ 3% up against inner side of silt fence. ~-----

DETAIL A

Roadway excavation material placed over separation geotextile

PROJECT

FS 071-2010

TYPICAL TEMPORARY ROAD SECTION

NO SCALE

C

TEMPORARY ROAD

ENLARGED PLAN

SHEET

C.2 m to be T_op of~~~- above minimum elevation. water surface

. e laced large Mac~in -~dling baf!S.

material ha •th native Fill only w~terial or streambe~n"!.rock from clean dra cial source. a commer:

Plastic Lining

Hand-placed sandbags

(as neede~)

Existing d streambe ___ £" yrade C) _, \ ~ ~ '95~

Scale in feet I r, r, 50 rno 150 75 50 25 0

-- ---- --. <oa ~ --- -----------::::..__ ....__ rtion debris Demo_, t area contain men ry Diversion Berm Tempora

Silt Fence

. to Section 625. ·1 s according 6 es and disposal p, e Subsection 201.0 . NOTES: h to all disturbed slop d lopes according to d and mule II disturbe s 1 Apply see . terial over a . d clearing ma Scatter conserve 2.

3'-6" ton white Black border a~~u~~~ext to match background: At ~nformation specific proJec

SWPPP

ermit: 123456789 t· Firstfirst Lastlast Contac •

Phone: 123-45

DETAIL C

SWPPPSIGN

3"

4"C

BORDER

R = 11/s"

TH= 0%"

3" IN= 03/s" 2"C 2" 2"C

14"

STATE

WA

PROJECT

FS 071-2010

-----A~N···o"""EROSION

SEDIMENT OL PLAN

CONTR

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Steel or wood post

{ Silt fence reinforcement

Geotextile

Backfilled and compacted soil

~-~~~{11--fr-=r,Ti~

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POST AND GEOTEXTILE INSTALLATION DETAIL

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~I I I i!jee Note~

PLAN

End posts, see End Posts Detail

ELEVATION

END DETAIL

End posts, see End Posts Detail

Limits of clearing

Existing ground (undisturbed)

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Varies

Flow (1)1 --- }1 'ci I Cl)

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PLAN

Varies

ELEVATION

SILT FENCE INSTALLATION AT TOE OF FILL

Steel or wood posts driven tightly together.

Tie top of posts together

Geotextile fabric, Section A

PLAN

Staple or tie

Fold geotextile fabric around each post one full turn.

Fasten fabric to posts

POSTS AT .JOINTS

STATE PROJECT

WA FS 071-2010

NOTE:

1. Alternate preassembled silt fence options will be allowed as long as specified dimensions are satisfied. Follow manufacturer's recommendations for installation procedures.

All types must ensure silt fence remains attached to, and does not slide down, supporting posts.

2. Install silt fence to follow the ground contours as closely as possible.

3. Curve ends of silt fence upgrade to prevent water from running around the ends.

4. 10-foot (max.) spacing with silt fence reinforcement.

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

Steel or wood post

Geotextile fabric

Staple or tie

PLAN

END POSTS DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

SILT FENCE

SHEET

NUMBER

0.2

NO SCALE

DETAIL APPROVED FOR USE --/---- DETAIL

~L_ ________________________________ -----L,. _____ ____.__ _ _____.

REVISED: 10/2016 W157-1

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ITEM 63501-0000

TEMPORARY TRAFFIC CONTROL

(INFORMATION ONLY QUANTITIES)

DESCRIPTION UNIT QUANTITY

REMOVE AND REPLACE EXISTING ROAD

EACH 1

CLOSURE EARTHEN BERM

TYPE III BARRICADE EACH 1

TEMPORARY TRAFFIC CONTROL,

SQFT 28

CONSTRUCTION SIGN

SIGN MUTCD

NO. REF. NO.

1 R11-2

2 W20-3

3 W20-3

Traffic flow

1000FT

TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN

(INFORMATION ONLY QUANTITIES)

SIGN LEGEND

SIGN SIZE NO. OF

IN X IN SIGNS

ROAD CLOSED 48 X 30 1

ROAD CLOSED 1000 FT 36 X 36 1

ROAD CLOSED 2000 FT 36 X 36 1

TOTAL

1000FT

QUANTITY

(SQFT)

BUFFER SPACE

(100' min)

Type III Barricade

STATE

WA

VARIABLE WORK SPACE

/ STAGING AREA

PROJECT

FS 071-2010

SHEET

NUMBER

E.1

150' (approximate)

ROAD

CLOSED

R11-2

NO SCALE

NOTES:

1. Remove existing road closure berm located at the junction of National Forest Road (NFR) 75 and NFR 74 to gain access to the work site. Replace berm prior to demobilization from the site.

2. Place type III closure barricade on NFR 75 north of the NFR 7570 and NFR 75 road junction. Place sign in coordination with site construction.

3. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

TEMPORARY TRAFFIC CONTROL

ROAD CLOSURE LAYOUT

(BARRICADE)