id_flap_shosho_multi1_plans Final.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2023.08.17 11:22:44 -07'00'

Ll total central angle M.L. main line Llc curve central angle M.P. mile post

(l) diameter matt. material es spiral central angle max. maximum abut. abutment MGAL thousand gallon min. minimum

ADT average daily traffic man. monument AH ahead appr. approach N north

BK back NC normal crown b.f. back face o.c. on center BM bench mark o. too. out to out BP balance point OD outside diameter

br. bridge OG original ground brg. bearing OHWM ordinary high water mark btwn between

PC point of curve cc or c. to c. center to center PCC point of compound curve

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

R radius DHV design hourly volume dia. diameter R. range diaph. diaphragm R/W right-of-way dist. distance rdwy. roadway drwg(s). drawing(s) reinf. reinforcement reqd. required E east rt. or RT right e superelevation rate rte. route e.f. each face El. 94.16 elevation in feet s south elev. elevation SADT seasonal average daily traffic emb. embankment SC point of spiral to curve EOP edge of pavement sect. section EQ oreq. equation shldr. shoulder EW edge of water SLRY slurry unit exc. excavation spa. spacing, spaces or spaced exp. jt. expansion joint SQFT square foot

~ f.f. front face SQYD square yard SRS point of spiral to reverse spiral

~ fin. finish 55 point of spiral to spiral (no curve) i

I fig. flange ST point of spiral to tangent

C ftg. footing STA, Sta. station 0 :g gage (gauge) std. standard ·;;; ga.

t galv. galvanized stgr. stringer .c stiff. stiffener <( u C ID inside diameter struc. structural ~

IE invert elevation STS point of spiral to tangent spiral 0

I jt. joint

VI

T tangent distance C ~ KSI thousand pounds per s: T. township N square inch 5 TBM temporary bench mark ..

~ L length of curve thd. thread 0 lat. latitude TS point of tangent to spiral f LNFT linear foot (feet) Ts tangent distance (spiraled curve) ~ long. longitudinal typ. typical

! LPSM lump sum design speed (velocity) u Ls length of spiral V

It. or LT left vph vehicles per hour LW low water VPI vertical point of intersection w west

<( NOTE: 0

~ 1. Other symbols used in the plans will be shown in a legend 0 on the appropriate plan sheet. N t;

g

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

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

Spring or Seep

~1

-a-

1/,_5

SEC.

--P/L

~El

1/,_5

SEC.

P/L

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

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

'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V

---------- O O O ~ -----...... 0 0 O ..,~ -----

~ 0 l )

Treeline; Individual Trees ~

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Antenna; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS)

G

.2_ w .2_

CP

= -a:

G

.'i'_

WV

.'.c.

GPS

PROJECT

SHEET

NUMBER

ID FLAP SHOSHO MULTI(l) A.2

North Arrow -------1$~._ ____ z

EXISTING PROPOSED

Slope Stake Limits

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Top of Cut Toe of Fill

Concrete Barrier and Guard Wall

Retaining Wall

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

- no symbol -

)f-- -X- -X----l(

)f--------1: ~ - ~ Jf--------l( cr ----u-- ----u-- ----u- ■ wall face V V V V V ' u- 0--0 --.--cf:

~---------'\,- I

I

" r ,[._ _______

---IUDI

i

'v-

'v-

'v-

'v-

UD

Overhead/ Above Ground Utilities ---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, 55 = storm sewer, STEAM= steam, T = telephone, TV= CATV, W = water

Poles (Power, Telephone, Joint Use, --i=:J-- ---0- --[Il}-

Light, Support w/Anchor) ---¢f ----o----1

TP

Miscellaneous Utility Features [TI] ■

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

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

NO SCALE

L_

- - - r/w - -----RIW--

- - - P/E - --PIE-----

- no symbol - --TCE-----

A A Section A-A l J

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

WFLHD DETAIL

PLAN SYMBOLS AND

ABBREVIATIONS

DETAIL APPROVED FOR USE 11/2001 I DETAIL

REVISED: 9/2005 1/2007 10/2009 10/2014 I w 101-1 6/2022

01 1 32

Scale in miles

N

KINGSTON

MURRAY

PRICHARD

ENAVILLE

WALLACE

SILVERTON

ELK CREEK

Co eu r d'Alene

R iver

N o rth F o rk

South Fork

C o e u r d'Alene R iver

Coeur d'Alene

R iver

N

FD

COEUR

d'ALENE

NATIONAL

FOREST

BEGIN PROJECT

END PROJECT

16+59 (MP 0.1)

1549+00 (MP 29.1)

Coeur d'Alene

22 m iles to to Missoula

110 miles

Thom pson Falls, M

T

34 m iles to

Long: 116°16'16.38"W

Lat: 47°33'6.77"N

Long: 115°51'32.14"W

Lat: 47°37'34.66N

Road

Bu rke

Road

Co eur

Riv er

Ro add'

A le ne

Beaver Creek Rd Station 34+00

Coeur d'Alene River Rd Station 1128+94 =

Prichard Creek Rd Station 50+00

Coeur d'Alene River Rd Station 1217+32 =

:5

P

M

A u g u s t

V ic in it y

M a p c p w w o r k \d

\i d a s h o s h o m u lt i1 g e n v m

.d g n

VICINITY MAP

PROJECT

NUMBER

SHEET

ID FLAP SHOSHO MULTI(1) A.3

misbah.afshari Sticky Note Completed set by misbah.afshari

Sheet and Description

D E F G

MAINLINE

PLAN-PLAN

TEMPRORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

SOIL EROSION

CONTROL ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15701-0000 SOIL EROSION CONTROL LPSM All ALL

A0120 20301-2400 REMOVAL OF SIGN EACH 24 24

A0140 20302-1200 REMOVAL OF GUARDRAIL LNFT 100 15 115

A0160 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 200 200

A0180 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 8,490 210 8,700

A0200 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-2) EACH 6 6

A0220 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-3) EACH 6 6

A0240 63302-0000 SIGN SYSTEM SQFT 909 909

A0260 63308-3000 OBJECT MARKER, TYPE 3 EACH 16 16

A0280 63313-0000 RUMBLE STRIP LNFT 3,100 50 3,150

A0300 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (4-INCH YELLOW) LNFT 273,590 14,410 288,000

A0320 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (6-INCH WHITE) LNFT 301,516 23,484 325,000

A0340 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN (4-INCH YELLOW) LNFT 26,200 1,800 28,000

A0360 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE D, WHITE) EACH 8 8

A0380 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 14 14

A0400 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 70 70

A0420 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 90 90

A0440 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 470 470

A0460 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,720 1,720

A0480 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 114 114

MileStone: 100% PS&E QA Date Completed: In Progress Report Date: 08/11/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

:1

PM

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 id

-f la p-sh os ho

-m ul ti1 _1

S O

Q .x ls m

]S he et

PROJECT

B.1ID FLAP SHOSHO MULTI(1)

SHEET

NUMBER

misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari

Existing ground

(TYPICAL)

Pavement Markings, Type D, Solid (6-Inch White) Edge line

See Section F.16 for details

PROJECT

ID FLAP SHOSHO MULTI(l)

Varies 11' 11' Varies 'pnoulde. Traveled lane Traveled lane

I /

Pavement Markings, Type D, Solid (4-Inch Yellow) Center line See Section F.16 for details

Pavement Markings, 'J

MAINLINE TYPICAL SECTION

16+59 to 1549+00

Type D, Solid (6-Inch White) Edge line See section F.16 for details ct I

11'

V- Face of rail

Varies

Shoulder V. .

anes

Edgeof ~n ' traveled lane ~ - _ - ~ ~ ~ - ~ - V.,, I 1 : "~~s

~------------------- LT ---------~',

I I '- '- I I '- '-

Guardrail System MGS, 1 J " "

Type 2, Class A Wood or ~ - "" Steel Posts

TYPICAL SHOULDER WITH

6' REGULAR POST GUARDRAIL

NOTE: All proposed work is within the existing Right of Way.

NO SCALE

MAINLINE

TYPICAL SECTION

SHEET

NUMBER

C.1

:4

A u g u s t

G u a r d r a il

Q u a n ti ti e s p w w o r k \d

\D

T a b u la ti o n o f Q u a n ti ti e s .d g n

QUANTITIES

TABULATION OF PLAN

PROJECT

D.1

ID FLAP SHOSHO MULTI(1)

Sticky Note Completed set by misbah.afshari misbah.afshari

L

T

W o o d P o s t

M G

S

T y p e

C la s s A

B e g in G u a rd ra il

S y s te m

L

T

W o o d

P o s t

M G

S

T y p e

C la s s A

E n d G u a rd ra il

S y s te m

L

T

GUARDRAIL

LEGEND

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

E n d G u a r d r il

Standard 617-37.

sheet D.8, MGS W-Beam Guardrail Long-Span System, post spacing and guardrail construction details per within vicinity of guardrail installations. Utilize alternate

NOTE: Contractor is responsible for locating all culverts

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

B e g in G u a r d r

L

T

L

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

B e g in

G u a r d r

L

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

E n d G u a r d r

R

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

E n d G u a r d r

R

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

B e g in G u a r d r

R

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

B e g in

G u a r d r

R

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

E n d G u a r d r

L

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

E n d G u a r d r

L

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

B e g in G u a r d r

L

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

B e g in G u a r d r

L

T

T

L

T y p e M

G S

T a n g e n t

T e r m in a l

S e c ti o n

E n d G u a r d r

OVERHEAD BRIDGE

V e r ti c a l

C le a r a n c e

O v e r h e a d

B r id g e

O ld

C o e u r

D 'A le n e R iv e r

R o a d t o

L o n g

'1

.3

W

L a t:

'6

.7 N

B E

G

IN

P R

O J E

C T

M P

.1

16+59 TO 450+00

LINE GRAPH1

:4 u g u s t

L in e G r a p h S h e e t p w w o r k

\d

\D .2

L in e G r a p h .d g n

16+59 TO 450+00

LINE GRAPH

PROJECT

D.2

T

L

T y p e M

G S

T a n g e n t

B e g in

T e r m in a l

S e c ti o n

L

T

T

L

T y p e M

G S

T a n g e n t

E n d T e r m in a l

S e c ti o n

L

T

B e g in

R u m b le

S tr ip

E n d R u m b le

S tr ip

L o n g

'3

.1

W

L a t:

'3

.6

N

RUMBLE STRIP

GUARDRAIL

LEGEND

D e ta il s o n S h e e t

F .1

S e e I n te r s e c ti o n r ic h a r d R o a d I n te r s e c ti

L

T

D e ta il s o n S h e e t

F .1

S e e I n te r s e c ti

B a v e r C r e e k R o a d I n te r s e c ti

R

T

T y p e

C la s s A

W o o d

P o s t

B e g in

G u a r d r a il

S y s te m M

G S

M G

S T a n g e n t

(T L

-3

E n d T e r m in a l

S e c ti o n T y

L

T

Standard 617-37.

sheet D.8, MGS W-Beam Guardrail Long-Span System, post spacing and guardrail construction details per within vicinity of guardrail installations. Utilize alternate

NOTE: Contractor is responsible for locating all culverts

T

L

T y p e M

G S

T a n g e n t

B e g in

T e r m in a l

S e c ti o n

L

T

T y p e

C la s s A

W o o d P o s ts

B e g in

G u a r d r a il

S y s te m M

G S

M G

S T a n g e n t (T

L -3

E n d T e r m in a l

S e c ti o n T y p e

L

T

T y p e

C la s s A

W o o d P o s ts

E n d G u a r d r a il

S y s te m M

G S

M G

S T a n g e n t

(T L

-3

B e g in T e r m in a l

S e c ti o n

T y

L

T

T

L

T y p e M

G S

T a n g e n t

E n d T e r m in a l

S e c ti o n

L

T

T y p e

C la s s A

W o o d

P o s t

E n d G u a r d r a il

S y s te m M

G S

M G

S T a n g e n t

(T L

-3

B e g in

T e r m in a l

S e c ti o n T y

L

T

TRUSS BRIDGE

RIPARIAN

E d g e o f R o a d w a y P a v e m e n t

P la c e E q u ip m e n t

O u ts id e

I n

T h is S e c ti o n

D o N o t t o

L

T

P a v e m e n t

R o a d w y

E d g e f

O u ts id e

E q u ip m e n t

D o

N o t P la

S c ti o n

I n

T h is

R

T t o

T r u s s B r id g e

C o e u r D

'A le n e R iv e r

R o a d t o

E N

D P

R O

J E

C T

M P

.1

:4 u g u s t

L in e G r a p h S h e e p w w o r k

\d

\D .2

L in e G r a p h .d g n

450+00 TO 1549+00

LINE GRAPH

PROJECT

NUMBER

D.3

ID FLAP SHOSHO MULTI(1) D.4

Excavate area between drilled holes

I. 23" .I

23"

Wood Post

Excavate area between drilled hole@

~[ ~o r~~ _/ "-- H

1. 21" .I bd Steel Post

PLAN VIEW

'-I" ~ l.'.J ::E: I...

..C? I...

• ..C?

Finished grade

-H

• -H 0\ •

Overlying material !'\i I", 1 1;; Ill/I I I I I I I I I I

I I I I I I I I I I I I I I I I I I I I

Rock material

21" or 23"

ELEVATION

Crushed coarse aggregate backfill or overlying material

I <:( I

C(l

Crushed coarse aggregate backfill

:S fJ- C ...., c::

QJ

QJ

..Q t

Wood Post

Steel Post

PLAN VIEW

'-I" ~ l.'.J ::E: I...

..C? I...

• ..C?

Finished grade ..., •

-H

• -H 0\ •

Overlying material !'\i I", I I 1; 1 /Ill 1; 1 /////// I; I Ill///

; I I I I I I I 1/11111111

I II/Ill/// ; I/Ill/I//

1///////// I I I I

Rock material

8" or 12"

ELEVATION

PROJECT

NOTE:

1. Use this standard when posts cannot be embedded to the minimum depth shown on Standard 617-10, 617-11, 617-31 or 617-32.

2. Unless otherwise specified, use either the circular or the oblong hole configuration for Case 1 conditions.

3. Use crushed coarse aggregate backfill that conforms to "coarse aggregate for concrete" or "granular backfill for underdrain pipe with geotextile" in Section 703.

4. Place crushed coarse aggregate according to the post requirements in Section 617.

5. Treat field cut galvanized steel post surfaces that expose the base metal with two coats of zinc-oxide paint.

Crushed coarse aggregate backfill or overlying material

Crushed coarse aggregate backfill

SHEET

NUMBER

Case 1: Overlying material depth (A) is 18" or less

POST EMBEDMENT DIMENSIONS Case 2: Overlying material depth (A) is greater than 18"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY HOLE EMBEDMENT OVERLYING

TYPE DEPTH MATERIAL (A)

Case 1 24" to 42" Oto 18"

30" to 42" > 18" to 30" Case 2

42" > 30"

DRILLING

DEPTH (BJ

24"

12"

42" -A

NO SCALE

FLH STANDARD

MGSAND 64

W-BEAM GUARDRAIL

INSTALLATION IN ROCK

STANDARD APPROVED FOR USE 6/2022 STANDARD

REVISED: 617-13

ID FLAP SHOSHO MULTI(1) D.5

Pay limits Guardrail system

Standard Post section

Pay limits terminal section type tangent or type MGS tangent

L

Length of Need 12'-6" See Note 3

Guardrail terminal grading See Note 6

Edge of widened

_ - - - - - 6 embankment Hinge point line~ _______ --- 11 -- ---- ::: ........, --

--- c~ ---- ------ _, .E ~ ~ -----

-~[ ·- . Back of post~ ·- ·- ·- _ __ _ _ _ _ _ _ .~ ~ ~ ~ -

Pay limits Guardrail system

Standard post section

Front of rail face \_ Terminal posts and end of terminal not shown.

Varies by manufacturer

PLAN

PREFERRED GRADING

Pay limits terminal section type tangent or type MGS tangent

L

\_ Tangent Une projected from the face of the rail in the standard post section. See Note 4

TEST LEVEL

2 (~ 45 mph)

3 (> 45 mph)

L

(FT)

37.5 or 50 (for G4)

50 (for MGS)

PROJECT

NOTE:

SHEET

NUMBER

1. Install tangent terminal according to the manufacturer's recommendations. See manufacturer's drawings for other details.

2. Construct the terminal grading layout as shown in the staking notes or model. If no staking notes or model are provided, use the preferred grading layout as much as practical within site constraints. If necessary because of site limitations, use the alternative grading layout.

3. For design purposes, the length of need is assumed to begin at post 3. Verify the length of need with the manufacturer for a specific product. Adjust grading as necessary to install the tangent terminal according to the manufacturer's recommendations.

4. Install terminal at a 1:25 taper or flatter to position the end farther from the edge of shoulder, or use a taper according to the manufacturer's recommendations.

5. Install a ref/ectorized object marker on the end of the terminal.

6. Construct a 1 V:4H slope outside of the guardrail terminal grading extents where practical.

Guardrail terminal grading Length of Need 12'-6" 10'-0" See Note 6 -

See Note 3 (min.) Edge of widened

Hingepointline~------------------- ......, __ ______ f em:ankment

~~qi ~~ ---_ ·- _ Back of post', _ _ _ ·-- ·- ·- ·--- ~f ~ j ---_I_' ~-- -{ ... 5

I

\_ Front of rail face \_ Terminal posts and end of terminal not shown.

Varies by manufacturer

PLAN

ALTERNATIVE GRADING

\_ Tangent line projected from the face of the rail in the standard post section. See Note 4

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

MGSAND G4

W-BEAM GUARDRAIL

TYPE TANGENT TERMINAL

AND GRADING

1---ST_A_N_D_AR_D_A_P_P_RO_V_E_D_F_O_R_US_E----'6/'-2_00_5_----ll STANDARD

REVISED: 6/2022 I 617-20

ID FLAP SHOSHO MULTI(1) D.6

c9,, SCSl o,,_

CS> '1,; -?-.2,,

o<"cs, 6' c9,, ({'J--,o •.) 8" or 12"

8"

Retroreflective sheeting 3" x 4" (min.)

See Note 4

PROJECT

NOTE:

1. When encountering impenetrable material, one post may be omitted in locations where the typical guardrail cross section includes 2-feet (min.) between the back of the guardrail post and the hinge point. For all other locations, see Section 617 and Standard 617-13 or 617-37.

SHEET

NUMBER

¾" (2J hole (typ.)

See Note 2 -h n 5" (max.)

POST AND BLOCK

Toenail with one 16d galvanized nail on each side of block

"-I

1 V: 1 OH or flatter slope rri

Edge of pavement or groundline at face of rail

Aggregate base or as shown on Typical Section

%" x 18" or 22" guardrail bolt

W beam rail

Post and block

¾" (2J hole

%" recess nut

1¾" plain round washer.

All posts except those on terminal sections

POST BOLT ASSEMBLY

8" or 12" block See Note 2

2'-0"

(typ.)

I I I

I I

I~

- ~\__ 6' post

Hinge point

Variable slope but not steeper than fill slope

Subgrade shoulder. Widening required for approach and departure terminal sections

TYPICAL GUARDRAIL CROSS SECTION

6' POST, 8" OR 12" BLOCK

' I I

' I I

FLEXIBLE DELINEATOR

GUARDRAIL MOUNT

Toenail with one 16d galvanized nail on each side of block

1 V: 1 OH or flatter slope

"-I

-H

2. Size of block shown elsewhere on the plans. Use a single block or combination of blocks (no more than two) to achieve the actual 8-inch or 12-inch offset. Secure wood blocks to the posts with anti-rotation nails. If combination blocks are used, toenail the adjacent blocks with two 16d galvanized nails to prevent block rotation.

3. Dimensional tolerances not shown or implied are intended to be those consistent with the proper functioning of the part, including its appearance, and accepted manufacturing practices.

4. Install a flexible hinged delineator every fourth post. Fasten delineator to the top of the wood post using either an adhesive or mechanical means according to the manufacturer's recommendations.

8" or 12" block See Note 2

Hinge point

Subgrade shoulder. Widening required for approach and departure terminal sections

~--------1---1---:--_;___=::::::J_~v« Edge of pavement or 1 1 • 'Ii or groundline at face of rail I '

1 /'latter 1_ ~~ 6' post Sfo,oe

Aggregate base or as shown on Typical Section

TYPICAL GUARDRAIL CROSS SECTION

6' POST CENTERED ON HINGE, 8" OR 12" BLOCK

%" x 1 ¼" guardrail splice ___ 3_'-_1_½_2'_' _____ 6_'_-3_" _Po_s_t_s_p_a_c_in_g __ bolts and nuts (8 per splicett

%" x 18" or 22" guardrail post bolt Mid-span splice

Lap in direction of traffic

--- Traffic --

TYPICAL GUARDRAIL ELEVATION

Post and block (typ.) )

I ffl

Edge of pavement or ground line at face of rail as applicable

56'-3" (min.) distance between omitted posts

43'-9" (min.)

ffl ffl

PLAN VIEW

OMITTED POST DETAIL

See Note 1

I 12'-6" I ,. ..

(max.)

unsupported span ( one omitted post) ffl

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

MGS W-BEAM GUARDRAIL

WOOD POSTS

STANDARD APPROVED FOR USE 7/2022 STANDARD

REVISED: 617-31

ID FLAP SHOSHO MULTI(1) D.7I¾" x 10" or 14" guardraH bolt

~ Wbeamra;J

Modified Block (See Note 2)

POST AND BLOCK

DETAIL

"-I f\')

1 V: 1 OH or flatter slo e

Edge of pavement or groundline at face of rail

Aggregate base or as shown on Typical Section

I I

8" or 12" block See Note 2

2'-0"

(typ.)

I 9-J 1 I~ 6'Post I_J

¾" dia. (typ.)

1¾" plain round washer All posts except those on terminal sections

%" recess nut

Hinge point

Variable slope but not steeper than fill slope

Subgrade shoulder.

Widening required for approach and departure

~ terminal sections a/"/~b l'l;; Ve Sfo,oe

TOP

¾" dia.

rt. of symmetry

I 3/4 II

'1 r-j

W6 x 9 or W6 x 8.5

SIDE FRONT

STRUCTURAL

SHAPE POST

"-I

1 V: 1 OH or flatter slo ~

Edge of pavement or groundline at face of rail

Aggregate base or as shown on Typical Section

6"

II

"E!Ek l'\i l'\i ,:

"-I QJ "

I... QJ ~ I: •

0 (/) 0 ',' '-"' - <'. " r-,, ~c+

TOP

8" or 12" I N~t; 2 I

SIDE

Retroreflective sheeting 3" x 4" (min.)

II '

II

II

II

See Note 4

PROJECT

NOTE:

SHEET

NUMBER

1. When encountering impenetrable material, one post may be omitted in locations where the typical guardrail cross section includes 2-feet (min.) between the back of the guardrail post and the hinge point. For all other locations, see Section 617 and Standard 617-13 or 617-37.

2. Size of block shown elsewhere on the plans. Modified block may be wood, plastic, or composite material. Use consistent material throughout the length of guardrail run.

3. Dimensional tolerances not shown or implied are intended to be those consistent with the proper functioning of the part, including its appearance, and accepted manufacturing practices.

4. Install a flexible hinged delineator every fourth post.

Fasten delineator to the web of the steel post using either an adhesive or mechanical means according to the manufacturer's recommendations.

POST FACE

BLOCK FLEXIBLE DELINEATOR

GUARDRAIL MOUNT

8" or 12" block See Note 2

Subgrade shoulder.

Widening required for approach and departure terminal sections

I I I --_ I

./t,, . ., ·<'N

Or I') /c:}tt, 1 I'-- 6'Post l_J erS/, o,oe

1 V: 1 OH or flatter slope

Aggregate base or as shown on Typical Section

Hinge point

I I I

8" Block

Subgrade shoulder .

Widening required for approach and departure terminal sections

I I

I~ 8'Post I I

TYPICAL GUARDRAIL CROSS SECTION

6' POST, B" OR 12" BLOCK

TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION

B' POST ON SLOPE, B" BLOCK 6' POST CENTERED ON HINGE, B" OR 12" BLOCK

%" x 1¼" guardrail splice bolts and nuts (8 per splice)

3'-1½" Post spacing 6'-3"

~~~ ¥ ~ ----- Traffic--- j

Post and block (typ;) :-\

TYPICAL GUARDRAIL ELEVATION

Edge of pavement or ground line at face of rail as applicable

56'-3" (min.) Distance between omitted posts

0----0 __ U _ 4_3_;_g_" (~m-;_n.~J_g __ U ____ g •, I

PLAN VIEW

OMITTED POST DETAIL

See Note 1

1 .. 12'-6" ~ I

(max.)

Unsupported span ( one omitted post)

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

MGS W-BEAM GUARDRAIL

STEEL POSTS

REVISED: 617-32

ID FLAP SHOSHO MULTI(1) D.8

1 • -1 • or 25'-0" (3 omitted posts) -1 [ Hinge point line

--([)-----0-----®-----©-------------®-----®---0- ---®--

6'-3" 18'-9" (2 omitted posts) r----------

I BURIED OBSTRUCTION I

__________ j

PLAN

See Note 3 .... Rail splice (typ.) Single W-beam rail element (no nesting required)

CD

8" or 12"

'"-I C")

8" 24"

WOOD POST DETAIL

POST CD AND@

See Note 1

,---------1

I BURIED OBSTRUCTION I

Back of post may be flush (zero offset) with the face of the headwall

ELEVATION

8" or 12" 6" 24"

'"-I C")

(min.)

STEEL POST DETAIL

POST (j) AND @

See Note 1

Headwall See Note 4

--(j)---Q)---Q)---@ o Fl

PLAN VIEW

,. See Note 3--

Finished grade

12" 8" 24" (min.)

'"-I ~ C")

0 • 0 '-I-

CRT POST DETAIL

POST (l) AND CZ)

See Note 2

Back of post may be flush (zero offset) with the face of the headwall / Hinge point line

®- - - ® - - -0 _j -- --®- -

-- -~ Fl

I .:12"(mh)

Fl

SPAN WITH HEADWALL DETAIL

NOTE:

1. Posts CD and@ may be wood or steel.

2. Use wood posts for CRT posts.

PROJECT

SHEET

NUMBER

3. The minimum length of guardrail, including the end terminals, upstream and downstream of posts@ and 0 is 62.5-feet.

4. In locations where the culvert headwall extends above the finished grade to act as a vertical roadway curb, the maximum height of the culvert headwall above the finished grade is 2-inches.

5. See Standard 617-31 or 617-32 for other assembly details.

NO SCALE

TOP

6" ft:-

FRONT

¾" dia.

\0 '"-I

8" H

SIDE

3½" dia.

hole (typ.)

CRT WOOD POST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

MGS W-BEAM GUARDRAIL

LONG-SPAN SYSTEM

REVISED: 617-37

ID FLAP SHOSHO MULTI(1) D.9

I

I

I

I

I

I

I

I I I I I I I I I I -

I I I I I I I I I I -

I I I I I I I I I I

6'-3" (typ.)

I I ///W/l/'-0_ I I I I I I I I -

Standard G4 posts and blocks

I I I I I I I I I I -

Standard G4 posts and blocks

I I I I I I I I I I

Standard G4 posts and blocks

.s ::lt R.

C"J

.s ;;J!:

I'.,_ C"J

I I I I I I I I I I -

.I

I I I I I I I I I I -

.I

I I I I I I I I I I

.I

Pay limits for MGS

40'-7½" total guardrail transition length

25' rail height transition 9'-4½" omitted post

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - -

I

I I I I I I I I I I -ii rt)

I

1 /1/W///\\'<.

I I I I I I I I

Guardrail splice at post

Edge of pavement or ground line

Guardrail splice mid-span at face of rail as applicable

Pay limits for MGS

ELEVATION

OMITTED POST OPTION

40'-7½" total guardrail transition length

25' rail height transition 3'-1½"

M I

I I //f.\V//f.\\'\ • I /\VI If.\\'\ I 1 I I I I I I ,_, I I I I I I I I I I ii I I I I I I I I I I I I • I I I I I I I I I I I I

I I I I

I I I I I I I I rt)

I I I I - - - - - -

Guardrail splice at post

Edge of pavement or ground line

Guardrail splice mid-span at face of rail as applicable

ELEVATION

HALF-POST SPACING IN MGS OPTION

Pay limits for MGS

3'-1½"

M

///1, (Ill\\\ I ....,_

I I 11 .S

II II_§_

I I I I I I I I

Guardrail splice at post

~ R.

C"J

I

40'-7½" total guardrail transition length

I I I I I I I I I I

25' rail height transition

I I / / /\V / / /\ \ '\ I I

I I I I I I I I I I I I I I I I

. . Edge of pavement or ground line Gu_ardra1I splice at face of rail as applicable mid-span

ELEVATION

HALF-POST SPACING IN G4 OPTION

j

I ii rt)

I I I I I I I I I I

I .

I I I I I I I I I I

I .

I I I I I I I I I I

I.

6'-3" (typ.) 1~ ~1

I I I I I I I I I I

I I I I I I I I I I

Standard MGS posts and blocks

I I I I I I I I I I

Standard MGS posts and blocks

I I I I I I I I I I

Standard MGS posts and blocks

I I I I I I I I I I

I I I I I I I I I I

I

I

I

I

I

PROJECT

NOTE:

1. Unless otherwise specified, use any of the options shown as required to meet project-specific conditions.

2. Use consistent guardrail post material throughout the length of the guardrail run .

3. If applicable, conversion of the 8-inch wide G4 blockout to the 12-inch wide MGS blockout may occur anywhere within the length of the G4 to MGS transition shown on this sheet.

4. See Standards 617-10, 617-11, 617-31, or 617-32 for other assembly details.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

G4TO MGS

W-BEAM GUARDRAIL

TRANSITION

SHEET

NUMBER

NO SCALE

I--_ST_A_N_DA_R_D_A_P_PR_O_VE_D_F_O_R_U_S_E_7~/2_02_2_---ll STANDARD

REVISED: 1 617-39

Pay limits (includes 7" spacing between indentations and 12' gap in rumble strips)

12'gap (skip 12 strips) _L __:dge ofshoulderSr --~ --A- - - - - - - r. Rumble strip (typ.J t t (8" width shown)

48' (48 strips)

Traveled Way pavement marking as shown on the plans (4" width shown) l~ ~renrec/lne pavement marking

T Shoulder

Traveled Way

SHOULDER RUMBLE STRIP as shown on the plans

Pay limits (includes 7" spacing between indentations and 12' gap in rumble strips)

48' (48 strips)

A A

12'gap (skip 12 strips) L Edge of shoulder

Solid white edge line pavement marking as shown on the plans

(4" width shown)

Rumble strip (typ.)

(8" width shown)

See Detail A

-•-•h pavement marking as shown on the plans

Apply edge line pavement marking on rumble strip

DETAIL A

Apply center line pavement marking on rumble strip

'Tli5"

DETAIL B

Width varies (8" or 12") (8" width shown) See Special Contract Requirements Section 633 for width

12" Width

_J

PROJECT

ID FLAP SHOSHO MULTI(l)

NOTE:

SHEET

NUMBER

D.10

1. See plans for location of shoulder rumble strip gaps at turn lanes, auxiliary lanes, and approach roads.

½" Depth

7" 5"

Spacing Length

SECTION A-A

Milled rumble strip

~ Edge of shoulder

Shoulder

Solid white edge line pavement marking

Rumble strip (typ.)

(12" width shown) T as shown on the plans Center line rumble strips

See Detail B Solid yellow center line pavement marking A as shown on the plans (4" width shown)

I I I I 30' (typ.)

No passing zone Passing zone

A

I are continuous through passing and no passing zones

Dashed yellow center line pavement marking as shown on the plans (4" width shown)

10' (typ.)

Traveled Way

I I I

Pay limits (includes 7" spacing between indentations)

CENTERLINE RUMBLE STRIP

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CFLHD DETAIL

RUMBLE STRIPS

DETAIL APPROVED FOR USE 01/2011 DETAIL

REVISED: 08/2014 07/2017 10/2021

C629-51

:0

A u g u s t

T a b u la ti o n o f T

T C

Q u a n ti ti s p w w o r k \d

\T a b u la ti o n o f T

T C

Q u a n ti ti e s .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

PROJECT

NUMBER

ID FLAP SHOSHO MULTI(1) E.1

Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari Sticky Note Completed set by misbah.afshari misbah.afshari

N N

<Xi

M N

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway I Freeway

G20-2

END

ROAD WORK

ROAD WORK

NEXT xx MILES

G20-1 See Note 10

See Note 9

DISTANCE BETWEEN

SIGNS IN FEET

A B 100 100

350 350 500 500

1000 1500

W20-1 over W16-8P

W20-1

~ W13-1P ll3I (optional)

C

W20-1

G20-2

END

ROAD WORK

END

ROAD WORK

G20-2

W20-1

~ W13-1P ~ (optional)

G20-2

G20-1 See Note 10

ROAD WORK

NEXT xx MILES

W20-1 over

W16-BP

See Note 8

PROJECT

ID FLAP SHOSHO MULTI(l)

NOTE:

1. Erect all project advance warning signs before starting construction work.

2. Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

3. Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs to fit field conditions as approved by the CO.

Vary messages as required.

4. Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

5. Ensure all sign supports exposed to impact by traffic meet the requirements of NCHRP-350 or MASH for crashworthiness.

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

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

Cover post-mounted signs when not applicable.

8. If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

9. The message on the W20-1 signs may be ROAD WORK AHEAD or may specify the distance to the work area in feet or in miles. Install an additional W20-1 sign when approach speeds exceed 50 MPH. When used, place the two W20-1 signs "B" feet apart according to the Sign Spacing Table.

10. For work zones that are 2 miles or more in length, install G20-1 signs at each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

11. If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

13. Refer to Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

SHEET

NUMBER

E.2

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED: 7/2022

STANDARD

635-1

N

LENGTH AND SPACING TABLE

BUFFER CHANNELIZING DEVICE

APPROACH

SPACE

SPEED* TAPER BUFFER WORK

LENGTH AREA SPACE SPACE

MPH FEET SPACING IN FEET

20 115 20 40 40 25 155 20 50 50

30 200 20 60 60 35 250 20 70 70 40 305 20 80 80 45 360 20 90 90 50 425 20 100 100 55 495 20 110 110

60 570 20 120 120 65 645 20 130 130 70 730 20 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

-E<--- Traffic flow

Traffic flow -->~

C B

~ Flagger location _:x

A

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 4 r;;i

W13-1P (optional)

~ W16-2P ~ ( optional)

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway I Freeway

TAPER AREA BUFFER SPACE

50' - 100' (optional)

(See Length and Spacing Table)

DISTANCE BETWEEN

SIGNS IN FEET

A B C 100 100 100

350 350 350 500 500 500

1000 1500 2640

Device spacing (See Length and Spacing Table)

VARIABLE

WORKSPACE

PROJECT

ID FLAP SHOSHO MULTI(l)

NOTE:

1. Signs are shown for one direction of travel only. Place signs similar to those depicted for the opposite direction of travel.

SHEET

NUMBER

E.3

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

3. For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

4. If closure is completely within the project limits, eliminate the ROAD WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

5. For night time flagging operation, provide floodlighting at flagger stations.

6. For project specific minimum width, refer to the Special Contract Requirements, Section 156.

7. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Channelizing devices

BUFFER SPACE

(optional)

TAPER AREA

BUFFER SPACE

(optional)

Flagger location ~

A 50' - 100'

TERMINATION AREA

END

ROAD WORK

G20-2 See Note 4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED: 7/2022

635-6

PROJECT

NUMBER

ID FLAP SHOSHO MULTI(l) E.4

LENGTH AND SPACING TABLE SIGN SPACING TABLE

BUFFER CHANNELIZING DEVICE DISTANCE BETWEEN NOTE:

APPROACH

MINIMUM TAPER LENGTH** SPACE TAPER BUFFER WORK ROAD TYPE SIGNS IN FEET 1. Final location and spacing of devices may be changed to

SPEED*

LENGTH AREA SPACE SPACE A B C fit field conditions as approved by the CO.

MPH FEET FEET SPACING IN FEET Urban and Rural 30 MPH and less 100 100 100 20 Shoulder taper formula: 115 20 40 40 Urban and Rural 35 MPH to 50 MPH 350 350 350

2. For project specific minimum width, refer to Special

25 ws2 155 25 50 50 Rural greater than 50 MPH 500 500 500 Contract Requirements, Section 156.

L= -- for S:;;; 40 MPH 30 180 200 30 60 60 Expressway I Freeway 1000 1500 2640 3. If shoulder closure is completely within the project 35 ws forS;?: 45 MPH 250 35 70 70 limits, eliminate the ROAD WORK AHEAD (W20-1) and

L= -- END ROAD WORK (G20-2) signs. 40 3 305 40 80 80

45 Where: 360 45 90 90

4. Do not allow equipment, materials, or vehicles to be

50 L= Minimum length of taper 425 50 100 100 parked or stored in the buffer space.

55 W= Width of offset in feet 495 55 110 110

60 S= Numerical value of posted speed 570 60 120 120 65 limit or 85 percentile speed prior 645 65 130 130 70 to work in miles per hour 730 70 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

**Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.

ROAD

G20-2

END II

WORK

See Note 3 ROAD WORK AHEAD W20-1

A • Device spacing See Note 3

(See Length and

Spacing Table)

< Traffic flow

Channelizing devices ~ J 10'min.

Traffic flow > See Note 2 w=E -

I B A TAPER AREA BUFFER SPACE VARIABLE WORK SPACE A

II END II

G20-2 (optional) TERMINATION AREA ROAD WORK See Note 3

ADVANCE WARNING AREA (See Sign Spacing Table) (See Length and Spacing Table)

ROAD SHOULDER U.S. DEPARTMENT OF TRANSPORTATION WORK WORK FEDERAL HIGHWAY ADMINISTRATION

AHEAD OFFICE OF FEDERAL LANDS HIGHWAY

W20-1 W21-5 FLH STANDARD

See Note 3

~ W13-1P TEMPORARY TRAFFIC CONTROL

(optional)

SHOULDER CLOSURE LAYOUT

STANDARD APPROVED FOR USE 6/2005 I STANDARD

NO SCALE REVISED: 7/2022 I 635-10

6' - 12'

See Note 4

Break-away holes.

See post detail (typ.)

SINGLE POST SIGN

l::

Q

WOOD POST SELECTION TABLE

WIDTH AREA NUMBER POST SIZE D

"X" (SQFT) OF POSTS (INCH) (INCH)

Diamond=,; 36" < 10 1 4x4 36

Other Shapes=,; 48" 1 4x6 48 Diamond=,; 48" 10 - 20 1 6x6 48

Diamond=,; 48" 10 - 20 2 4x4 36 Other Shapes =5 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

HOLE SIZE

(INCH)

1.5

1.5

1.5 1.5

X

0.2X 0.6X 0.2X

:l:

Q

TWO POST SIGN

Long side of post

□ Post

=o-

POST DETAIL

Bottom of sign panel

Field drill holes through post parallel to sign face.

See table for hole size

PROJECT

ID FLAP SHOSHO MULTI(l)

NOTE:

1. Attach sign panels with a minimum of 2 - ¼" dia. bolts per post.

2. H1 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 6" x 6" or larger.

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

SIGN INSTALLATION ANGLE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

SHEET

NUMBER

E.5

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

WOOD POSTS

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED: 7/2022

635-14

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

FOREST

D E P

A

RTMENTOFAGRICULT

U

RE

SERVICE

4.75

.2

FOREST

D E P

A

RTMENTOFAGRICULT

U

RE

SERVICE

See USFS Pictograph and Note 3 5 .2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.510.153.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C

.3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

Ensure all pictographs are vector-based, vinyl-ready.

All incorporated pictographs are subject to approval. 3.

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

Background - White (retroreflective)

Legend, Outline - Brown (retroreflective)Colors:

USFS PICTOGRAPH

:3

A u g u s t

U

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LAW SIGN

BIPARTISAN INFRASTRUCTURE

PROJECT

E.6

NUMBER

ID FLAP SHOSHO MULTI(l) F.1

20301-2400 REMOVAL OF SIGNS

Location LT/RT MUTCD NO. Description EACH

32+50 RT Rl-2 Yield 1

52+60 LT W2-2 Intersection Warning Sign 1

52+95 LT W3-5 Reduced Speed Limit Ahead 1

52+95 LT N/A Guide Sign 1

1118+20 RT N/A Slow 1

1125+80 RT Rl-1 Stop 1

1126+75 RT N/A Guide Sign 1

1215+70 LT Ml-1 Interstate Route Sign 1

1215+70 LT M6-3 Guide Sign 1

1216+20 LT D1-3 Destination (3 lines) 1

1216+20 LT D3-1 Street Name 1

1216+30 LT Rl-1 Stop 1

1216+60 RT D2-3 Distance (3 lines) 1

1216+60 RT R8-5 No Stopping on Pavement 1

1435+15 RT Wl-5 Winding Road 1

1441+80 LT Wl-2 Curve Warning 1

1444+75 RT Wl-2 Curve Warning 1

1444+75 RT W13-1P Advisory Speed 1

1451+80 LT Wl-2 Curve Warning 1

1451+80 LT W13-1P Advisory Speed 1

1458+80 LT Wl-5 Winding Road 1

1458+80 LT W13-1P Advisory Speed 1

1484+40 LT Wl-2 Curve Warning 1

1524+60 LT Wl-5 Caution Sharp Curves Ahead 1

TOTAL 24

C

.g i I

E E u

TABULATION OF PERMANENT

TRAFFIC CONTROL QUANTITIES

Sheet 1 of 10

NUMBER

ID FLAP SHOSHO MULTI(l) F.2

63302-0000 Sign system Station LT/RT MUTCD NO. Legend/ Description 1 Legend/Description 2 Width (in) Height (in) SF Post

10+10 RT W1-10aR Combination Horizontal Alignment/Intersection Cross Intersection 36 36 9.00 Wood

16+50 LT W1-8R Chevron Alignment Facing Eastbound 18 24 3.00 Wood

16+50 LT W1-8L Chevron Alignment Facing Westbound 18 24 3.00 Wood

18+40 LT W1-8R Chevron Alignment Facing Eastbound 18 24 3.00 Wood

18+40 LT W1-8L Chevron Alignment Facing Westbound 18 24 3.00 Wood

20+60 LT W1-8R Chevron Alignment Facing Eastbound 18 24 3.00 Wood

20+60 LT W1-8L Chevron Alignment Facing Westbound 18 24 3.00 Wood

23+40 RT R2-1 Speed Limit 45 MPH 24 30 5.00 Wood

23+40 LT R2-1 Speed Limit 35MPH 24 30 5.00 Wood

31+60 LT W3-5 Reduced Speed Limit Ahead 35MPH 36 36 9.00 Wood

46+50 RT W3-5 Reduced Speed Limit Ahead 35MPH 36 36 9.00 Wood

65+20 RT 53-1 Schoof Bus Stop Ahead 36 36 9.00 Wood

75+00 RT W11-15 Bicycle / Pedestrian 30 30 6.25 Wood

75+00 RT W11-15P Trail X-ing 24 18 3.00 Wood

94+00 RT Wl-5 Winding Road 30 30 6.25 wood

94+00 RT W7-3aP Next XX Miles Plaque 2 Miles 24 18 3.00 Wood

104+30 RT W2-2R Intersection Warning Right 30 30 6.25 Wood

104+40 LT R2-1 Speed Limit 35 MPH 24 30 5.00 Wood

106+00 RT SP-1 Restricted Bridge Right 30 30 6.25 Wood

123+80 LT R2-1 Speed Limit 35MPH 24 30 5.00 Wood

124+60 RT R2-1 Speed Limit 50MPH 24 30 5.00 Wood

186+00 LT Wl-5 Winding Road 30 30 6.25 Wood

186+00 LT W7-3aP Next XX Miles Plaque 2 Miles 24 18 3.00 Wood

282+40 RT W1-10L Combination Horizontal Alignment/Intersection Curve left, intersection right 36 36 9.00 Wood

294+20 LT W1-10L Combination Horizontal Alignment/Intersection Curve left, intersection right 36 36 9.00 wood

294+20 LT 53-1 School Bus Stop Ahead 36 36 9.00 Wood

301+20 RT 53-1 School Bus Stop Ahead 36 36 9.00 Wood

318+00 LT W1-10L Combination Horizontal Alignment/Intersection Curve left, intersection right 36 36 9.00 Wood

~ 318+00 LT 53-1 School Bus Stop Ahead 36 36 9.00 Wood i 318+00 LT W16-2aP XX Ft 500 Ft 24 12 2.00 Wood I E 1'1

438+50 RT W1-2L Curve Warning Left 30 30 6.25 Wood Ji

.~ 443+50 RT W1-8L Chevron Alignment Facing Northbound 18 24 3.00 Wood i 443+50 RT W1-8R Chevron Alignment Facing Southbound 18 24 3.00 Wood

443+50 53-1 School Bus Stop Ahead 36 36 9.00 Wood ;! RT ~ 446+00 RT W1-8L Chevron Alignment Facing Northbound 18 24 3.00 Wood !

u 446+00 RT W1-8R Chevron Alignment Facing Southbound 18 24 3.00 Wood

~ TABULATION OF PERMANENT

M

,;; TRAFFIC CONTROL QUANTITIES

~ Sheet 2 of 10 i= misbah.afshari

NUMBER

ID FLAP SHOSHO MULTI(l) F.3

63302-0000 Sign system Station LT/RT MUTCD NO. Legend/Description 1 Legend/Description 2 Width (in) Height (in) SF Post

448+40 RT W1-8L Chevron Alignment Facing Northbound 18 24 3.00 Wood

448+40 RT W1-8R Chevron Alignment Facing Southbound 18 24 3.00 Wood

609+40 RT 53-1 School Bus Stop Ahead 36 36 9.00 Wood

665+60 RT Wl-2 Curve Warning Right 30 30 6.25 Wood

672+80 LT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

672+80 LT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

676+80 LT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

676+80 LT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

680+80 LT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

680+80 LT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

687+40 LT W1-2L Curve Warning Left 30 30 6.25 Wood

691+30 RT W1-2L Curve Warning Left 30 30 6.25 Wood

706+20 LT W1-2R Curve Warning Right 30 30 6.25 Wood

764+60 LT R2-1 Speed Limit 50 MPH 24 30 5.00 Wood

767+40 RT R2-1 Speed Limit 50 MPH 24 30 5.00 Wood

773+20 RT W1-2R Curve warning Right 30 30 6.25 wood

785+60 LT W1-2L Curve warning Left 30 30 6.25 Wood

976+80 RT W2-2L Intersection Warning Left 30 30 6.25 Wood

983+60 RT R2-1 Speed Limit 50 MPH 24 30 5.00 Wood

983+70 LT W2-2R Intersection Warning Right 30 30 6.25 Wood

1068+80 LT W3-5 Reduced Speed Limit Ahead 30 30 6.25 Wood

1068+80 LT W11-3 Wildlife Deer 30 30 6.25 Wood

1072+20 RT R2-1 Speed Limit 45 MPH 24 30 5.00 Wood

1075+40 LT R2-1 Speed Limit 50 MPH 24 30 5.00 Wood

1111+20 RT W3-5 Reduced Speed Limit Ahead 36 36 9.00 Wood

1116+80 LT R2-1 Speed Limit 45 MPH 24 30 5.00 Wood

1116+80 LT W11-3 Wildlife Deer 30 30 6.25 wood

1116+80 RT R2-1 Speed Limit 35 MPH 24 30 5.00 Wood

1118+20 RT W2-1 Intersection Warning 4 Way 30 30 6.25 Wood C 1118+20 RT W7-3aP Next XX Miles Plaque 2 Miles 24 18 3.00 Wood .g i I

E 1216+75 LT REF-4 Street Name Beaver Creek Rd 18 78 9.75 Wood

E 1123+00 .~

RT REF-1 3 Line Destination with 3 Arrows Straight Prichard 2, Straight Thompson Pass 18, Wallace 17 Right 87 41 24.77 Wood

-~ 1125+80 RT Rl-1 Stop 30 30 6.25 Wood "' 29+00 RT REF-2 3 Line Destination with 3 Arrows Left Kingston 21, Prichard 2 Right, Thompson Pass 18 Right 89 41 25.34 Wood ~

31+00 LT Rl-2 Yield Beaver Creek Intersection 36 36 9.00 Wood ~ ~ 33+25 RT Rl-1 Stop Beaver Creek Intersection 30 30 6.25 Wood !

u 1131+00 LT REF-3 2 Line Destination with 2 Arrows Straight Kingston 21, Left Wallace 17 66 29 13.29 Wood

1131+80 LT W2-2L Intersection Warning Left 30 30 6.25 Wood

TABULATION OF PERMANENT

Sheet 3 of 10

NUMBER

ID FLAP SHOSHO MULTI(l) F.4

63302-0000 Sign system Station LT/RT MUTCD NO. Legend/Description 1 Legend/Description 2 Width (in) Height (in) SF Post 1134+60 RT R2-1 Speed Limit 35 MPH 24 30 5.00 Wood

1146+00 RT W2-2R Intersection Warning Right 30 30 6.25 Wood

1167+60 RT W2-2L Intersection Warning Intersection left 30 30 6.25 Wood

1197+00 LT W1-8L Chevron Alignment Facing Northbound 18 24 3.00 Wood

1197+00 LT W1-8R Chevron Alignment Facing Southbound 18 24 3.00 Wood

1198+00 LT W1-8L Chevron Alignment Facing Northbound 18 24 3.00 Wood

1198+00 LT W1-8R Chevron Alignment Facing Southbound 18 24 3.00 Wood

1199+00 LT W1-8L Chevron Alignment Facing Northbound 18 24 3.00 Wood

1199+00 LT W1-8R Chevron Alignment Facing Southbound 18 24 3.00 wood

1200+30 LT W2-2R Intersection Warning Right 30 30 6.25 Wood

1201+60 LT 53-1 Schoof Bus Stop Ahead 36 36 9.00 Wood

1204+70 LT R2-1 Speed Limit 35MPH 24 30 5.00 Wood

1206+20 LT W1-2L Curve Left 30 30 6.25 Wood

1211+50 RT W2-2R Intersection Warning Right 30 30 6.25 Wood

1213+50 LT R2-1 Speed Limit 35MPH 24 30 5.00 Wood

1214+00 RT REF-6 2 Line Destination with 2 Arrows Murray 6 Right, Thompson Pass 17 Right 86 29 17.32 Wood

1215+70 LT Ml-1 Interstate J-90 24 24 4.00 Wood

1215+70 LT M6-3 Interstate Plaque Directional arrow (ahead) 21 15 2.19 Wood

1216+40 LT W2-2L Intersection warning Left 30 30 6.25 wood

1216+20 LT 03-1 Street Thompson Pass Rd 40 12 3.33 wood

1216+30 LT Rl-1 Stop 30 30 6.25 Wood

1216+50 LT REF-5 3 Line Destination with 3 Arrows Straight I-90 22, Left Murray 6, Left Thompson Pass 17 88 41 25.06 Wood

1216+50 LT W3-5 Reduced Speed Limit Ahead 36 36 9.00 Wood

1216+60 RT 02-3 3 Line Destination with Distance Murray 6, Thompson Pass 16, Thompson Faffs 39 40 42 11 .67 Wood

1216+60 RT R8-5 No Stopping on Pavement 24 30 5.00 Wood

1216+60 RT R2-1 Speed Limit 45MPH 24 30 5.00 Wood

1216+60 LT Rl-2 Yield 36 36 9.00 Wood

1216+50 RT Rl-1 Stop 30 30 6.25 Wood

1219+00 LT REF-7 2 Line Destination with 2 Arrows Left 1-90 22, Left Kingston 22 66 29 13.29 Wood

1221+50 LT W3-1 Stop Ahead 30 30 6.25 Wood C

.g 1226+40 RT R2-1 Speed Limit 35 MPH 24 30 5.00 Wood i

I

1226+40 Wildlife Cow 30 30 6.25 Wood E RT Wll-4 E

"' 1233+60 LT Wl-2R Curve Warning Right 30 30 6.25 Wood ~ 1265+00 RT Wl-2L Curve Warning Left 30 30 6.25 Wood

1274+20 LT Wl-2R Curve Warning Right 30 30 6.25 Wood ~

~ 1282+80 LT R2-1 Speed Limit 35MPH 24 30 5.00 Wood 0

! 1282+80 RT R2-1 Speed Limit 45 MPH 24 30 5.00 Wood u

TABULATION OF PERMANENT

Sheet 4 of 10

NUMBER

ID FLAP SHOSHO MULTI(l) F.5

63302-0000 Sign system Station LT/RT MUTCD NO. Legend/Description 1 Legend/Description 2 Width (in) Height (in) SF Post 1358+00 RT W2-2L Intersection Warning Left 30 30 6.25 Wood

1362+20 RT R2-1 Speed Limit 35 MPH 24 30 5.00 Wood

1365+20 LT W2-2R Intersection Warning Right 30 30 6.25 Wood

1366+40 LT R2-1 Speed Limit 45 MPH 24 30 5.00 Wood

1379+90 RT W1-2L Curve Warning Left 30 30 6.25 Wood

1389+40 RT W1-2L Curve Warning Left 30 30 6.25 Wood

1389+40 RT W13-1P Advisory Speed Plaque 25 MPH 18 18 2.25 Wood

1415+20 LT Wl-5 Winding Road 30 30 6.25 Wood

1446+00 LT Wl-laL Tum 20 MPH 30 30 6.25 Wood

1447+15 RT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1447+15 RT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

1448+60 RT W1-8R Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1448+60 RT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

1449+30 LT Wl-laR Tum 20 MPH 30 30 6.25 Wood

1451+00 RT W1-3R Reverse Turn 30 30 6.25 wood

1451+00 RT W13-1P Advisory Speed Plaque 20 MPH 18 18 2.25 Wood

1452+00 LT W1-8R Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1452+00 LT W1-8L Chevron Alignment Facing Westbound 18 24 3.00 Wood

1452+80 LT W1-8R Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1452+80 LT W1-8L Chevron Alignment Facing Westbound 18 24 3.00 Wood

1454+20 RT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1454+20 RT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

1455+00 RT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1455+00 RT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood

1455+80 RT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

1455+80 RT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 wood

1457+00 LT W1-3R Reverse Turn 30 30 6.25 Wood

1457+00 LT W13-1P Advisory Speed Plaque 20 MPH 18 18 2.25 Wood

1478+00 RT W1-1aL Tum 20 MPH 30 30 6.25 Wood C 1478+90 RT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood .g i 1478+90 RT W1-8R Chevron Alignment Facing Westbound 18 24 3.00 Wood I E E

"' 1479+60 RT W1-8L Chevron Alignment Facing Eastbound 18 24 3.00 Wood

-~ 1479+60…