Preliminary_Plans.pdf

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IDAHO KEY MAP

TYPE OF CONSTRUCTION:

Roadway asphalt, ditch improvements, sign installation, and pavement markings

DESIGN DESIGNATION:

ADT(2008)

ADT(2028)

v e (max)

40MPH

Match existing

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridge on Federal Highway Projects, FP-14

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

~ t--P-R-OJ_E_CT-MA_N_A_G-ER----, ~ D. SLANINA

STATE PROJECT SHEET

NUMBER

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

ID BONVIL 2016(1)

INDEX TO SHEETS

A. GENERAL INFORMATION

A.1

N

PLANS FOR PROPOSED PROJECT

ID BONVIL 2016(1)

SNAKE RIVER ROAD

AND BEAR CREEK ROAD

BONNEVILLE COUNTY

IDAHO

LENGTH 5.2 MILES

SCALE IN MILES

0 10

TARGHEE

NATIONAL

FOREST

I L L E v-~· r ~

Driggs

TARGHEE

NATIONAL

FOREST

A.1 TITLE SHEET

A.2 PLAN SYMBOLS AND ABBREVIATIONS

A.3 VICINITY MAP

B. SUMMARIES

B.1 SUMMARY OF QUANTmES

C. TYPICAL SECTION(S)

C.1 TYPICAL SECTION &. QUANTITIES

D. PLAN-PLAN

D.1 TABULATION OF PLAN QUANTITIES

D.2-11 PLAN AND PLAN

D.12 FIBER ROLL STD. DETAIL W157-21

E. TEMPORARY TRAFFIC CONTROL PLAN

E.1 TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

E.2 TEMPORARY TRAFFIC CONTROL SIGN

INSTALLATION, WOOD POSTS

STD. DETAIL W635-14

F. PERMANENT TRAFFIC CONTROL PLAN

F.1 TABULATION OF PERMANENT TRAFFIC CONTROL

QUANTITIES

F.2 PERMANENT SIGN INSTALLATION, WOOD POSTS

STD. DETAIL W633-7

F.3 LINEAR PAVEMENT MARKINGS

STD. DETAIL W634-2

G. STAGING AND STOCKPILE AREA

G.1 IRWIN PIT

PROJECT LOCATION

See Sheet A. 3 for Vicinity Map

APPROVED:

Chief of Engineering, Western Fadan11I Lands Highway Division

DATE ____ _

Prel im ina ry no t fo r c on str uc tio n

N

"' ::E:

N

LI

Lie Bs abut.

ADT

AH

a ppr.

BK

BM

BP

br.

brg.

cone.

e El. 94.16 ft elev.

emb.

EP

EQ oreq.

ER

EW

exc.

exp. jt.

fin.

fig.

ft2 ft3 ftg.

ga.

galv.

hdwl.

hex.

HW

ID

jt.

total central angle curve central angle diameter spiral central angle abutment average daily traffic ahead approach back bench mark balance point bridge bearing center to center centerline clear corrugated metal pipe column concrete connection construction joint continuous point of curve to spiral centers cubic foot (feet) culvert cubic yard(s) diameter design hourly volume diameter diagonal diaphragm distance drawing(s) east superelevation rate elevation with number elevation embankment edge of pavement equation edge of road edge of water excavation expansion joint finish flange square foot cubic foot (feet) footing gage (gauge) galvanized headwall hexagon high water inside diameter joint length of curve lamination latitude linear foot (feet) longitudinal lump sum length of spiral left low water

NOTE:

M.L.

M.P.

mat/.

max.

MGAL

min.

mon.

N

NC

o. c.

o. too.

OD

OG

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

SS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

T T.

TBM

thd.

TS

Ts typ.

v vph

VPI

w yd2 yd3 main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral point of spiral to curve point of spiral to tangent point of tangent pavement radius range right-of-way roadway reinforcement required right route south seasonal average daily traffic point of spiral to curve section shoulder slurry unit spacing, spaces or spaced square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral symmetrical tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed vehicles per hour vertical point of intersection west square yard cubic yard(s)

1. Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

* Section Line

* Section Comer (Found, Projected)

~6 Section Line

~6 Section Comer (Found, Projected)

Property Line w/Found Property Comer

Parcel Number

National Park Boundary

NauonalForestBoundary

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 ' .... , P/L

( OH )

3~1

;r6 c::>O<::l

P/L

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

////!VWR//// NWR. //// NWR //// NWR ////

t + t + t + t + t + t + t + t + t + t + t + t i

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CP

c

BH

TF

. 1234 56 c~_) a:

GPS

G , JH

j:

North Arrow - Slope Stake Limits Top of Cut

Toe of Fill

STATE

ID

z

EXISTING

PROJECT

BONVIL 2016(1)

PROPOSED

SHEET

NUMBER

A.2

Transition --------- Fence X· X·iC lOI )01 lOeO<

Gate with Fence

Catt/eguard

Guardrail [)" • • • • Concrete Barrier wall face Retaining Wall v v v v ' ' ' ' ' Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

I Pipe Culvert with Headwall I

Pipe Culvert with Drop Inlet

/ ) ( Box Culvert

Underdrain UD UD

Overhead/Above Ground Uulities p p --P P--

Underground Utilities ----1 w WI--

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, 1V = CA TV, W = water

Poles (Power, Telephone, Joint Use, Light, Support w/Anchor)

Miscellaneous Utility Features T •

EM = electric meter, T = telephone pedestal, 1V = CA TV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Rip rap

NO SCALE

._ - -. I

R/W R/W

P/E; P/E

- no symbol- TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DMSION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

DETAIL APPROVED FOR USE 11/2001

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

I DETAIL

I W101-1

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CARIBOU

NATIONAL

FOREST

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CARIBOU

NATIONAL

FOREST

R44 E

SCALE IN MILES

I

PALISADES

BENCH

I I r:

BASE LINE

( 1

~ i

END PRO,JECT

ID BONVIL 2016(1)

373+66.00

BEGIN PRO.JECT

ID BONVIL 2016(1)

100+00.00

STATE PROJECT

ID BONVIL 2016(1)

VICINITY MAP

SHEET

NUMBER

A.3

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1.8' Match existing width Match existing width varies from 9' to 13' (max.) on tangent sections

• varies from 9' to 13' (max.) on tangent sectiom varies from 12 ' to 16' (max.) on curved sections varies from 12' to 16' (max.) on curved sectiom

1.8' c:

:2

I r Existing grade g ~ .l::i E vie: :::::

Match existing crown flJ I Match existing crown r11 0

1: 1;.-~: a·.,,: .. &.; .• ~" .· ~ . -~' ~~' ' •."" ., .. < r "'''. ·'- : . ~ ~ "~·,,' ~· - ~-<·.\ h/,' ~- 6c. . ·· 7n~~ -. _u .__v~es

STATE PROJECT

ID BONVIL 2016(1)

3/4-inch nominal maximum aggregate size, 0.3 to \_Safety Edge Detail (typ.) j \_ Asphalt Concrete Pavement, Gyratory Mix,1/2-inch or \ ..__ ..__

Ti~~wC::: pavement lifts)

3 million ESAL, 3" compacted depth, placed in two equal lifts

ITEM NO.

30202-2000

40101-5600

40105-3000

41202-0000

Roadway Aggregate, Method 2, 2" compacted depth

TYPICAL SECTION

MAINLINE 100+00 to 373+66 APPROACH 10+00 to 10+95 APPROACH 20+00 to 20+60

Pull Roadway Aggregate to cover safety edge (Detail applies to both right and left sides of roadway)

\ \___ Aggregate base

\___ Asphalt concrete pavement

SAFETY EDGE DETAIL

TYPICAL SECTION QUANTITIES

DESCRIPTION UNIT QUANTITY

ROADWAY AGGREGATE, METHOD 2 TON 9117 1.97 TONS/ CUYD

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/ 2-INCH OR 3/ 4-INCH NOMINAL MAXIMUM TON 9505 1.94 TONS/ CUYD

AGGREGATE SIZE, 0.3 TO 3 MILLION ESAL

REMARKS

ANTISTRIP ADDITIVE, TYPE 3 TON 95 1% by weigthof Asphalt Concrete Pave

TACK COAT GAL 29 0.10 GAL/ SQYD, 240 GAL/ TON

NO SCALE

FOOTNOTE:

flJ Superelevate roadway on curves to match existing

TYPICAL SECTION

AND

QUANTITIES

SHEET

NUMBER

C.1

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ITEM NO.

30202-2000

40101-5600

40105-3000

41202-0000

APPROACH QUANTITIES

DESCRIPTION UNIT QUANTITY REMARKS

ROADWAY AGGREGATE, METHOD 2 TON 44 BASED ON AVG. 26 FT. TOP WIDTH, 1.97 TONS/CUYD

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM TON 65 BASED ON AVG. 26 FT. TOP WIDTH, 1.94 TON/CUYD

AGGREGATE SIZE, 0.3 TO MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3 TON 1 1% by weigth of Asphalt Concrete Pave

TACK COAT GAL 1 0.1 GAL/SQYD, 240 GAL/TON

ITEM NO. 15705-1400

SOIL EROSION CONTROL, FIBER ROLL

STATION TO STATION SIDE

242+32 to 245+10 LT

QUANTITY

(LNFT)

NOTES

STATE PROJECT

ID ID BONVIL 2016(1)

TABULATION OF

PLAN QUANTITIES

SHEET

NUMBER

D.1

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NOTE:

1. The horizontal alignment and the location of the existing and proposed features are not based on precise survey data. Adjust as necessary to fit field conditions.

2. Features in the drawing are not drawn to scale and identify the approximate location of the feature . Final quantities will be determined from field measurements.

Existing aggregate

Saw cut across roadway

BEGIN PROJECT

ID BONVIL 2016(1)

100+00.00 N=215213 .0939 E=214107.8666

Typical section Asphalt concrete pavement

Roadway Aggregate, Method 2

AGGREGATE TO PAVEMENT

CONNECTION DETAIL

Ul

Line to be constructed

Ul

N

Line to be constructed

STATE

ID

Pavement markings, type B, solid white

Pavement markings, type B, solid white

PROJECT

BONVIL 2016(1)

PLAN & PLAN

100+00 to 125+00

SHEET

NUMBER

D.2

N Ul Prel im ina ry no t fo r c on str uc

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5.

I-' 0 Line to be constructed

Line to be constructed

I-'

Pavement markings, type B, solid white

Pavement markings, type B, solid white

STATE

ID

PROJECT

BONVIL 20 16( 1 )

PLAN & PLAN

125+00 to 155+00

SHEET

NUMBER

D.3

I-'

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Line to be constructed

Pavement markings, type B, solid white

Existing aggregate

Saw cut across roadway

Pavement markings, type B, solid white

Typical section Asphalt concrete pavement

Roadway Aggregate, Method 2

AGGREGATE TO PAVEMENT

CONNECTION DETAIL

Line to be constructed

10+95, STATE

ID

t-4

End approach pavement

PROJECT

BONVIL 2016(1)

PLAN & PLAN

155+00 to 185+00

SHEET

NUMBER

D.4

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Line to be constructed

Line to be constructed

Pavement markings, type B, solid white

Pavement markings, type B, solid white

STATE

ID

PROJECT

BONVIL 2016( 1)

N

PLAN & PLAN

185+00 to 215+00

SHEET

NUMBER

D.S

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N

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Pavement markings, type B, solid white

Line to be constructed

Pavement markings, type B, solid white

Line to be constructed

LEGEND

~ FiberRoll

Wl-11 /

Install new sign system

Install soil erosion control, fiber roll

STATE

ID

PROJECT

BONVIL 2016(1)

PLAN & PLAN

215+00 to 245+00

SHEET

NUMBER

D.6

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Wl-11

Install new sign sytem

Pavement markings, type B, solid white

Line to be constructed

Line to be constructed

Pavement markings, type B, solid white

STATE PROJECT

ID BONVIL 2016(1)

sLZ

PLAN & PLAN

245+00 to 275+00

SHEET

NUMBER

D.7

Prel im ina ry no t fo r c on str uc

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N

ID

Pavement markings, type B, solid white

Line to be constructed

Line to be constructed

Wl-11

Install new sign

N

ID

U1 Wl-11

Install new sign

Pavement markings, type B, solid white

STATE PROJECT

ID BONVIL 2016( 1)

PLAN & PLAN

275+00 to 305+00

SHEET

NUMBER

D.8

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N

20+60.00, End approach pavement

Existing aggregate

Saw cut across roadway

Pavement markings, type B, solid white

Typical section

Line to be constructed

Pavement markings, type B, solid white

Asphalt concrete pavement w w

Roadway Aggregate, Method 2

AGGREGATE TO PAVEMENT

CONNECTION DETAIL

Line to be constructed

STATE PROJECT

ID BONVIL 2016(1)

SHEET

NUMBER

D.9

PLAN & PLAN

305+00 to 335+00

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N

Line to be constructed

Pavement markings, type B, solid white

Line to be constructed

W5-1

Install new sign system

<021-11 Install new sign system

Install new sign sytem

Wl -11

Install new sign system

Pavement markings, type B, solid white

STATE

ID

PROJECT

BONVIL 2016(1)

PLAN & PLAN

335+00 to 360+00

SHEET

NUMBER

D.10

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"' 5' ~I

Pavement markings, type B, solid white

Line to be constructed w -.J

END PRO.JECT

ID BONVIL 2016(1)

373+66.00 N=212205.1165 E=210743.9666

STATE PROJECT

ID BONVIL 2016( 1)

PLAN & PLAN

360+00 to 373+66

SHEET

NUMBER

0 .11

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N

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Existing ground

Fiber roll

: :. o·':

·:-.a":: ..

'0

3' (min .)

ELEVATION

3' min. or as specified in plans

Runoff from disturbed areas

PLAN

Existing ground (typ.)

I ~ - Flow direction Q

I]

INSTALLATION BEYOND TOE OF SLOPE

\•(11it5 paY 1

Excavate trench 2" larger than fiber roll

Step 1: Excavate trench and install fiber rolls

Backfilled and compacted soil to match ground level

Dfrec~ion of runo;

4¥ d1·sturbed areas "' from

Step 2: Backfill soil against fiber rolls

STATE PROJECT

ID ID BONVIL 2016(1)

NOTE:

1. Drive stakes at each end and at 4-foot spacing until fiber roll is secure to slope. Live stakes may be used for permanent installations. Do not crush fiber roll while staking.

2. Overlap fiber rolls 12-inch minimum. Drive stakes at 6-inches from fiber roll end angles towards the adjacent fiber roll and space stakes at 4-foot max.

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL SPACING

Slope Spacing

(FT)

1 :4 or flatter 40 1:3 30 1:2 20 1:1 10

Stagger joints (typ.)

STAKES REQUIRED Slope Fiber roll length

(FT)

Stakes required for each roll

4 1" x 1" Wood stake

FIBER ROLL STAKING DETAIL

Place excavated material on uphill side of fiber roll

1" x 1 " or 1" 0 wood stakes. See Note 2.

Slope

FIBER ROLL LAPPING DETAIL

Install fiber rolls along contours

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

FIBER ROLL

SHEET

NUMBER

D.12

~ NO SCALE DETAIL

.-< REV!~~~~ 7/2016 W157-21

ALTERNATE FIBER ROLL JOINT DETAIL

SLOPE PROTECTION INSTALLATION INSTALLATION ALONG SLOPES DETAIL APPROVED FOR USE 10/2014

"L..~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-'-~~~~~~~~~~~~~....i..~~~~--'

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ITEM 63504-1000

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGNS

SIGN MUTCD REF.

NO. NO.

1 R11-2

SIGN LEGEND

SIGN SIZE NO. OF QUANTITY

(IN) SIGNS (SQFT)

ROAD CLOSED 48 x 30 1 10

TOTAL 10

TABULATION OF TEMPORARY TRAFFIC CONTROL

DEVICE QUANTITIES

ITEM NO. DESCRIPTION UNIT QUANTITY

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2

REMARKS

STATE PROJECT

ID ID BONVIL 2016(1)

SHEET

NUMBER

E.1

TABULATION OF

TEMPORARY TRAFFIC CONTROL

QUANTITIES

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... 6' -12'

~ See Note 4 Q iii ,, "' . "' Q. .... .s;

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Break-away holes.

See post detail (typ.)

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SINGLE POST SIGN

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WOOD POST SELECTION TABLE

WIDTH AREA NUMBER POST SIZE D

'')(" (SQFT) OF POSTS (INCH) (INCH)

Diamond s 36" < 10 1 4x4 36 Other Shapes s 48" 1 4x6 48

Diamond s 48" 10 -20 1 6x6 48

Diamond s 48" 10 -20 2 4x4 36 Other Shapes s 12' 20-50 2 4x6 48

> 13' 50- 65 2 6x6 48 12' - 16' 50- 65 3 4x6 48

> 17' 65- 95 4 4x6 48 > 30' 65- 95 3 6x6 48

0.75X

I • I • J

HOLE SIZE

(INCH)

1.5

1.5

1.5 1.5 x 0.2X -b 0.

X ;r- 0.2X r~-· 1 ·-----==-------· 1 ·1

TWO POST SIGN

f. Post

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Bottom of sign panel

Field drill holes through post parallel to sign face .

See table for hole size

~ =a

:!I

~ POST DETAIL

STATE PROJECT

ID BONVIL 2016(1)

SHEET

NUMBER

E.2

NPS PMIS No. 204568A NPS Drwg. No. 186/80043

NOTE:

1. Attach sign panels with a minimum of 2 - ¥.," dia. bolts per post.

2. Hl and H2 = Overall post length.

Select post lengths to fit field conditions.

3. D = Post embedment depth for average soil conditions.

4. In areas where lateral distance is limited, a minimum lateral offset of 2' may be used. In areas with curbs, a minimum lateral distance of 1 ' behind the face of the curb may be used.

5. In pedestrian locations, or in areas with obstructed views, use 7' minimum mounting height for main sign and 6' minimum mounting height for secondary sign.

6. Use 7' minimum spacing between posts for sign posts 6n x 6" or larger.

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

On tangent alignment 93° I 200'

SIGN INSTALLATION ANGLE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

WOOD POSTS

NO SCALE

STANDARD

635-14

STANDARD APPROVED FOR USE 6{2005

REVISED:

DRAFT: 10/2017

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"' STATE PROJECT SHEET ... NUMBER c

"' ID ID BONVIL 2016(1) F.1

c f-z w u z > ITEM NO. 63302-0000 a:i

SIGN SYSTEM .0

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QI

"" u QI Sign MUTCD Sign Size Number Quantity .c

Note Side Description u

- Location Number Inch x Inch of Signs (sqft) c 241+o0 RT W1-11 Hairpin Curve Warning 30 x 30 1 6 "' 246+o0 LT W1-11 Hairpin Curve Warning 30 30 1 6 c x

295+50 RT W1-11 Hairpin Curve Warning 30 x 30 1 6

300+o0 LT W1-11 Hairpin Curve Warning 30 x 30 1 6 342+o0 LT W5-1 Narrow Road 30 x 30 1 6

343+50 RT W1-11 Hairpin Curve Warning 30 x 30 1 6 Cl

347+50 LT W1-11 Hairpin Curve Warning 30 30 1 6 z x w Ul

349+o0 LT W5-1 Narrow Road 30 30 1 6 z x s:

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EDGE LINE QUANTITIES

LEFT RIGHT

ITEM 63401-0300 ITEM 63401-0300

PAVEMENT MARKING, TYPE B, SOLID PAVEMENT MARKING, TYPE B, SOLID

(WHITE EDGE LINE) (WHITE EDGE LINE)

(LNFT) (LNFT)

N

STATION TO STATION TOTAL NOTES STATION TO STATION TOTAL NOTES de

5' (/)' 100+00 to 104+46 446 100+00 to 183+45 8,345 (/)

2.

c: 106+23 to 321+71 21,548 183+57 to 321+69 13,812 "' 'O

~ 322+26 to 370+80 4,854 322+71 to 370+80 4,809

N

SUBTOTAL BASE SOLID (WHITE) 26,848 SUBTOTAL BASE SOLID (WHITE) 26,966 "'1

'O

~ SUBTOTAL BASE SUBTOTAL BASE " ~

(DOUBLE APPLICATION)

53,696

(DOUBLE APPLICATION)

53,932 "' M

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TABULATION OF

PERMANENT TRAFFIC CONTROL

QUANTITIES

Prel im ina ry no t fo r c on str uc u Ul

2.

c:

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00 ...

c:

ti ::J e 0.

!I i..i

Saw cut notch full width of post. Omit notch for

I .. .. I single post installations

.--- L Notch depth (where required) (See Post Selection table)

Long side of post

_____/ Bottom of sign

[post

Field drill holes through post, parallel to sign face.

See table for hole size

Finish ground line

'3 '8 .l!!

~ "5

"o "o Q) Q)

Ul Ul w w X=4 ft (min.)

0.6X to 12 ft (max.)

0.2X

, X=S ft l .. ! .. I maximum 0.2X

>- :1: :i: >- -1-~~~~~~- ~r.---+-TT-' ~ c::i

:::.. Same post size

Elevation at edge Elevation at edge of traveled way of traveled way

Backfill material Backfill material

3"minimum 3"minimum all around (typ.) all around (typ.)

~ SINGLE POST SIGNS TWO POST SIGNS

'3 ~ .l!! "5 ~ 0

"o "o Q) Q)

Ul Ul

POST DETAIL

w

O.l5X

Same post size

Elevation at edge of traveled way

Backfill material

Direction of traffic flow

SIGN INSTALLATION ANGLE

For all retroflectorized signs where W > 25'

X=lO ft (min.) to

'' 'I'

18 ft (max.)

0.35X 0.35X

:1':

3" minimum all around (typ.)

O.l5X

:1':

THREE POST SIGNS

Q)

::J

..c::

Ul Q) :::..

L(i

MINIMUM DISTANCE TO SIGN

Lateral Mounting

Location Offset (W) Height (VJ Rural Districts 6 ft 5 ft Business or 2 ft 7 ft Residence Districts from curb

V may be reduced by 1 foot in rural districts for a secondary sign mounted below another sign.

w - X=l4 ft (min.) to

22 ft (max.)

O.l25X 0.25X 0.25X 0.25X

I I :I:

:1: :1: "' ~ 'I' '' '' '' c::i "' "'

_:1: 'I' ,,, ''

T '' i l\j ::t :E Same post size --... -r-- ... -Elevation at edge ---

I

:1:

'' 'I'

~ of traveled way n

·\I -~ ~

"' 1 V//;(\\'\ ~ ~ -~ rt~\ 11'"' Ill~' '"

Backfill material -----

... ~II

3" minimum -- -all around (typ.)

FOUR POST SIGNS

O.l25X i

~ Cl

STATE PROJECT

ID BONVIL 2016(1)

NOTE:

l. Traffic barrier protection is required for all posts larger than

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

SHEET

NUMBER

F.2 is vulnerable to being struck when placed outside the clear zone.

2. H1 thru H4 indicate overall post length. Select post lengths to fit field conditions.

3. D is the minimum post embedment depth for average soil conditions. See Wood Post Selection Table below.

4. z is the height from ground line to mid-height of sign at the longest post.

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

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

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

~.· - nu~O 0 ..,.,_ washer ~6" nonmetallic oversized washer (1%" outside dia.) ~ ¥, n bolt

(- - - ---. 15

I I I I I I I I I I

~"bolt thru the post

TYPICAL MOUNTING FOR

SIGNS WITHOUT ANGLES

WOOD POST SELECTION TABLE

POST NUMBER OF POSTS Notch

SIZE 1 2 3 4 D depth and hole

(inch) Product of X-Y-Z in CUFT diameter 4x4 BO 155 235 310 3'-0" - 4x6 1BO 3B5 545 725 4'-0" 1~" 6x6 235 475 710 950 4'-0" 1~" 6xB 300 B50 12BO 1700 4'-0" 2~" 6x 10 3B5 11BO 1170 2360 5'-0" - Bx 10 575 1610 2410 3215 5'-0" - Bx 12 775 2310 3465 4620 6'-0" -

Values shown are the maximum permitted. If the product of XYZ exceeds the limit for the largest post, use steel post installation.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DMSION

NO SCALE REVISED:

U.S. CUSTOMARY DETAIL

PERMANENT SIGN

INSTALLATION

WOOD POSTS

DETAIL APPROVED FOR USE 10/2009 DETAIL

W633-7

Prel im ina ry no t fo r c on str uc

Minor approach ~

10'

1 · ' 1 ·

30' 10'

' 1 · ' 1 ·

4" dotted white line extension when edge line break specified in plans

30' 10'

• 1 • • I

4" solid white edge line when specified in plans

4" solid white edge line when specified in plans

4" solid double yellow centerline

.s E

E g

4" broken yellow centerline

Major approach road /

4" dotted white line extension

I

Edge of pavement

Locate 12" wide stop line to allow sufficient sight distance

Approach road pavement markings when specified

TYPICAL PAVEMENT MARKING APPLICATIONS

Transition

Turnout l"I 2'to 6'

STATE PROJECT

ID BONVIL 2016(1)

NOTE:

1. Place edge line pavement markings at asphalt/concrete curb interface when curb is present.

2. Paint centerline pavement markings on curves with curve widening nw" to achieve equal lane widths within the roadway. Maintain a constant shoulder width "s" throughout the curve widening area. See staking details for curve widening transition locations.

3. Typical pavement marking widths are shown. Use wider pavement markings when specified on the plans or when required by the maintaining agency.

Increase spacing between parallel lines when specified in the plans or when required by the maintaining agency

CENTERUNE DETAIL

SHEET

NUMBER

F.3

Centerline as required Edge line when specified in plans

-=====t====---LL----'1 Edge line when specified in plans

Offset centerline for pavement markings and location of top lift pavement joint

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

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

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DMSION

U.S. CUSTOMARY OETAIL

LINEAR

PAVEMENT MARKINGS

DETAIL APPROVED FOR USE 10/2007 DETAIL

REVISED: 10/2012 W634-2

Prel im ina ry no t fo r c on str uc

"O Q)

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·v;

Q)

N

~I ~I

COUNTY PIT STAGING, STOCKPILE

AND HOT MIX ASPHALT PLANT AREA

8.5 ACRES

STATE PROJECT

ID BONVIL 2016(1)

NOTE:

1. General use of the area shown is limited according to

Section 105, which includes: staging, stockpiling, and hot mix asphalt plant.

2. Establish and maintain processing areas, and manage stockpiles according to Section 104.

3. Do not block access in and out of pit. Maintain a clear access for the project duration.

IRWIN PIT

SHEET

NUMBER

G.1

Prel im ina ry no t fo r c on str uc