PRELIM_ida-ada2019-1_plans.pdf

IDAHO

IDAHO

IDAHO

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

PROJECT MANAGER

W. SCHMIDT

N

Lake

Orielle

Pend

Reservoir

American Falls

R

I V

E R

S A

E K

N

PARK

NATIONAL

YELLOWSTONE

IDAHO

84 15

COLUMBIA

BRITISH

W A

S H I N

G T

O N

M O

N T A

N A

W Y

O M I N

G

O R

E G

O N

NEVADA UTAH

UNITED STATES

CANADA

d'Alene

Coeur

Moscow

Lewiston

FALLS

IDAHO

POCATELLO

Twin Falls

Home

Mountain

BOISE

IDAHO KEY MAP

PROJECT LOCATION

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

FALLS ROAD

WESTERN HERITAGE BYWAY - SWAN

TYPE OF CONSTRUCTION:

lot improvement, and culvert replacement

Shoulder widening, paving, signage, parking

DESIGN DESIGNATION:

e (max)

V

ADT (2045)

ADT (2025)

Match existing

55 MPH

SPECIFICATION:

on Federal Highway Projects, FP-24

Construction of Roads and Bridges

Standard Specifications for

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SCHEDULE D LENGTH 8.50 MILES

SCHEDULE C LENGTH 4.94 MILES

SCHEDULE B LENGTH 3.82 MILES

SCHEDULE A LENGTH 3.25 MILES

PLANS FOR PROPOSED PROJECT

ID FLAP ADA 2019(1)

IDAHO

ADA COUNTY

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, DATE

Scale in miles

0 2 4 6

S S w a n F a ll s R o a dMELBA

MORA

BOWMONT

WESTMA

Snak e Rive r

Upper

R e y n o ld s

C re e k

Road

See Sheet A.4

Cr ee k

W ils on

R o a d

Poen Road

Road

W Nicholson

See Sheet A.2 for complete sheet index.

:3

P M a y

T it le

S h e e t c p w w o r k w f l\ d

\i d a a d a g e n e r a l-in f o

.d g n

PROJECT

NUMBER

SHEET

A.1

ID FLAP ADA 2019(1)

PRELIMINARY - N

OT FOR CONSTRUCTION

:1

A p r il

S h e e t

I n d x p w w o r k w f l\ d

\i d a a d a g e n e r a l-in f o

.d g n

SHEET INDEX

PROJECT

NUMBER

A.2

PRELIMINARY - NOT FOR CONSTRUCTION

BH TP

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

NO SCALE

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

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 Reservoir; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

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

Underground Utilities

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

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

ABBREVIATIONS

PLAN SYMBOLS AND

101-1W

6/2022

WFLHD DETAIL

:2

A

M a rc h

D e t W

-1 p w

-w o rk

\d \i d a -a d a -1 p la n -s y m b a b b .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

APPROVED FOR USE

PROJECT

A.3

BEGIN PROJECT

END PROJECT

N

(SCHEDULE A, B, C, & D)

PAVEMENT REPAIR

176+90.00 to 177+55.00

PAVEMENT REPAIR (SCHEDULE A, B, C, & D)

332+00.00 to 335+25.00

IDAHO

IDAHO

IDAHO

Scale in miles

1 0 1 2 3 4

END CHIP SEAL (SCHEDULE D)

(SCHEDULE A, B, C, & D)

END SHOULDER WIDENING

"MAIN 01" 592+69.53

"MAIN 01" 144+00.00

Snake River

S O

U T

H S

W A

N F

A L

L S

R O

A D

Ferry Road

H il l R o a d

S

Butte Road

W Warren Spur Road

W Victory Lane C a n y o n R o a d

S

U p p e r

R e y n o ld s

C re e k

Ro ad

Melba Road

Melmont Road

W Nicholson Road

W Kuna Cave Road

Poen Road

S C lo v e r d a le

R o a d

Big Foot Road

K u n a m il e s t o

Initial Point Road

(SCHEDULE A, B, C, & D)

PARKING AREA

DEDICATION POINT

A D

A C

O

O W

Y H

E E

C O

BEGIN CHIP SEAL (SCHEDULE D)

"MAIN 01" 335+25.00 (SCHEDULE C & D)

BEGIN SHOULDER WIDENING

"MAIN 01" 425+00.00 (SCHEDULE A)

BEGIN SHOULDER WIDENING

"MAIN 01" 395+00.00 (SCHEDULE B)

BEGIN SHOULDER WIDENING

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A p r il

V ic in it y

M a p p w w o r k w f l\ d

\i d a a d a g e n e r a l-in f o

.d g n

VICINITY MAP

PROJECT

A.4

LC

Existing ground

335+25.00 to 592+69.53

"MAIN 01"

VariesVa rie s

Varies

Existing ground

Existing asphalt surface

Chip seal, Type 1C

VariesVaries

Traveled Lane Traveled LaneShldr Shldr

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

Emulsified asphalt

Fog seal

32'

Chip seal, Type 1C

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

5'11'11'5'

Match existingMatch existing

LC

Existing ground

144+00.00 to 335+25.00

"MAIN 01"

VariesVa rie s

Varies

Existing ground

Existing asphalt surface

Chip seal, Type 1C

VariesVaries

Traveled Lane Traveled LaneShldr Shldr

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

Emulsified asphalt

Fog seal

±26'

Chip seal, Type 1C

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

Varies11'11'Varies

Match existingMatch existing

1.

NOTE:

the CO.

cracks as directed. Locations to be determined by

Before applying chip seal, clean, seal, & fill existing

:5

A p r il

T y p ic a l

S e c ti o n p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SHEET 1 OF 6

(SCHEDULE D)

TYPICAL SECTION

PROJECT

C.1

Varies Varies

"MAIN 01"

PAVEMENT REPAIR SECTION

176+90.00 to 177+55.00

332+00.00 to 335+25.00

LC

Existing ground

VariesVa rie s

Varies

Existing ground

VariesVaries

Traveled Lane Traveled Lane

Varies11'11'Varies

Shldr Shldr

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

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

Asphalt pavement milling, 4-inch depth surfaces between lifts and on all sawcut pavement placed in two equal lifts with tack coat

Asphalt concrete pavement, 4-inch depth

Match existing Match existing

:5

A p r il

T y p ic a l

S e c ti o p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SHEET 2 OF 6

(SCHEDULE A, B, C, & D)

TYPICAL SECTION

PROJECT

C.2

See Table C-1 for shoulder tie-in stations.

1:

1:

[1 surface

Existing roadway

LC

Existing ground

1:2

1:2

Existing ground pavement (typ.)

Sawcutting

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

Shoulder ShoulderTraveled Lane

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

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

See Cut Slope Rounding, Sheet C.6

Sheet C.6

See Fill Slope Rounding, Sheet C.6

Edge, See Safety

Sheet C.6

Edge, See Safety

Traveled Lane

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

335+25.00 to 592+69.53, LT

364+57.00 to 592+69.53, RT

See Sheet C.5 for asphalt pavement repair section (Schedule C & D only)

"MAIN 01"

5'11'11'5'

Providing and placing topsoil, 4-inch depth topsoil, 4-inch depth

Providing and placing

Embankment material

1:2

Roadway Aggregate, Method 2

Existing ground

Conserved suitable roadway excavation

Varies C o n s tr u c ti o n l im it

1:

Roadway Aggregate, Method 2

Existing ground

Conserved suitable roadway excavation

VariesC o n s tr u c ti o n l im it topsoil, 4-inch depth

5'5' topsoil, 4-inch depth

FOOTNOTE:

NOTE:

edges.

2. Apply tack coat on all vertical sawcut pavement

1. See Sheet C.1 for chip seal typical section.

1:1 "Main 01" 510+60.00 to 512+60.00, LT

Cut slope varies as follows:[1]

1:

21:2

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A p r il

T y p ic a l

S e c ti o p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SHEET 3 OF 6

(SCHEDULE C & D)

TYPICAL SECTION

PROJECT

C.3

1:

surface

Existing roadway

LC

Existing ground

1:2

1:2

Existing ground pavement (typ.)

Sawcutting

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

Shoulder ShoulderTraveled Lane

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

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

See Cut Slope Rounding, Sheet C.6 See Fill Slope Rounding, Sheet C.6

Sheet C.6

Edge, See Safety

Sheet C.6

Edge, See Safety

Traveled Lane

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

395+00.00 to 592+69.53

(SCHEDULE B)

"MAIN 01"

5'11'11'5'

Varies

Providing and placing

Varies

1:

1:

surface

Existing roadway

LC

Existing ground

1:2

1:2

Existing ground pavement (typ.)

Sawcutting

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

Shoulder ShoulderTraveled Lane

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

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

See Cut Slope Rounding, Sheet C.6 See Fill Slope Rounding, Sheet C.6

Sheet C.6

Edge, See Safety

Sheet C.6

Edge, See Safety

Traveled Lane

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

425+00.00 to 592+69.53

(SCHEDULE A)

"MAIN 01"

5'11'11'5'

Providing and placing

FOOTNOTE:

1:1 "Main 01" 510+60.00 to 512+60.00, LT

Cut slope varies as follows:[1]

NOTE:

edges.

2. Apply tack coat on all vertical sawcut pavement stations.

1. See Table C-1 on Sheet C.3 for shoulder tie-in

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A p r il

T y p ic a l

S e c ti o p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SHEET 4 OF 6

(SCHEDULE A & B)

TYPICAL SECTION

PROJECT

C.4

[1] in the field as directed by the CO.

10% of the 4.94 miles. Locations to be determined

[1] Asphalt concrete pavement repair length represents

1:

1:

1:

LC

Existing ground

1:2

1:2

Existing groundpavement (typ.)

Sawcutting

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

Shoulder ShoulderTraveled Lane

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

Asphalt concrete pavement, 3-inch compacted depth

Roadway Aggregate, Method 2, 10-inch compacted depth

See Cut Slope Rounding, Sheet C.6 See Fill Slope Rounding, Sheet C.6

Sheet C.6

Edge, See Safety

Sheet C.6

Edge, See Safety

Traveled Lane

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

5'11'11'5'

"MAIN 01"

PAVEMENT REPAIR SECTION

335+25.00 to 592+69.53 topsoil, 4-inch depth Providing and placing topsoil, 4-inch depth Providing and placing between lifts placed in two equal lifts with tack coat

Asphalt concrete pavement, 4-inch depth

Asphalt pavement milling, 4-inch depth

Embankment material

Varies VariesVaries Varies

NOTE:

edges.

2. Apply tack coat on all vertical sawcut pavement

1. See Sheet C.3 for additional details.

FOOTNOTE:

:5

A p r il

T y p ic a l

S e c ti o p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SHEET 5 OF 6

(SCHEDULE C & D)

TYPICAL SECTION

PROJECT

C.5

1'

Edge of pavement

Roadway aggregate

Asphalt concrete pavement

10'

0.25 D

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

DD

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

0.25 D

Rounding, this Sheet

See Cut SlopeRounding, this sheet

See Cut Slope

Profile grade Existing ground

SAFETY EDGE

Varies

0' to 4'

Existing ground

5' 5'

CUT SLOPE ROUNDING

Existing ground

5'5'

FILL SLOPE ROUNDING

(Culvert Replacement)

TRENCH SECTION

Varies

(See Standard Drawing

602-7) between lifts placed in two equal lifts with tack coat

Asphalt concrete pavement, 4-inch depth

10-inch compacted depth

Roadway Aggregate, Method 2, for additional details

See Standard Drawing 602-7

Existing ground

CULVERT SECTION

10-inch compacted depth

Roadway Aggregate, Method 2, between lifts placed in two equal lifts with tack coat

Asphalt concrete pavement, 4-inch depth

Existing ground

Flowable backfill

333+42.00

333+46.00 for additional details

See Section H

18-inch pipe culvert

18-inch pipe culvert

1:

21:2

LC

DITCH, EXCAVATION

(REGRADING)

332+83.41 to 333+19.95, RT

333+64.55 to 333+69.48, LT

[2]

FOOTNOTE:

0' - 4' from 333+64.55 to 333+69.48, LT

0' - 4' from 332+83.41 to 333+19.95, RT

Width varies as follows:[2] on roadway shoulders.

See shoulder widening typical sections for pavement section

Trench pavement patch section applies to traveled lanes.[1]

Slope stake limit Slope stake limit

:4 a y

T y p ic a l

S e c ti o p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SHEET 6 OF 6

(SCHEDULE A, B, C, & D)

TYPICAL SECTION

PROJECT

C.6

NOTE:

Seal and fill cracks at locations designated by the CO.1.

Greater than 1"

CRACK SEALING CRACK FILLING

4" to 1" crack sealant

Seal crack with hot applied with existing surface

Fill crack with pre-formulated mastic material flush flush with the existing surface

Ensure all remaining overband is with existing surface

Strike off material to flush

:5

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A s p h a lt

P a v e m e n t

C r a c k S e a li n g a n d F il li n g D e ta il p w w o r k w f l\ d \i d a a d a ty p s e c ti o n .d g n

SEALING AND FILLING DETAIL

ASPHALT PAVEMENT CRACK

PROJECT

C.7

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

SWAN1 573586.967 2460233.036 3021.221 43°14'20.345864"N 116°22'01.527935"W 2966.1596 0.99982247 5/8" ir w/fhwa alum cap 1.

SWAN2 574543.890 2459885.412 2995.421 43°14'29.771886"N 116°22'06.319726"W 2940.3422 0.999823834 5/8" ir w/fhwa alum cap

SWAN3 581786.846 2456509.405 2914.532 43°15'41.059980"N 116°22'52.668228"W 2859.4011 0.999828986 5/8" ir w/fhwa alum cap

SWAN4 583350.730 2455561.030 2893.861 43°15'56.435172"N 116°23'05.645392"W 2838.7094 0.99983034 5/8" ir w/fhwa alum cap

SWAN5 591424.913 2453200.153 2860.234 43°17'16.003340"N 116°23'38.394091"W 2805.0289 0.999832868 5/8" ir w/fhwa alum cap

SWAN6 592429.206 2453213.181 2851.996 43°17'25.923437"N 116°23'38.322602"W 2796.7896 0.999833257 5/8" ir w/fhwa alum cap

SWAN7 597677.866 2447986.737 2814.712 43°18'17.358714"N 116°24'49.551645"W 2759.369 0.999837124 5/8" ir w/fhwa alum cap

SWAN8 598760.335 2448002.763 2813.823 43°18'28.051126"N 116°24'49.451240"W 2758.474 0.99983716 5/8" ir w/fhwa alum cap

SWAN9 605316.826 2448054.603 2929.765 43°19'32.811153"N 116°24'49.454871"W 2874.4006 0.9998316 5/8" ir w/fhwa alum cap

SWAN10 606363.400 2448054.595 2907.827 43°19'43.147745"N 116°24'49.567530"W 2852.4597 0.999832648 5/8" ir w/fhwa alum cap

SWAN11 616443.887 2448138.845 2979.246 43°21'22.715041"N 116°24'49.512138"W 2923.8441 0.999829203 5/8" ir w/fhwa alum cap

SWAN12 617232.067 2448139.769 2997.460 43°21'30.499610"N 116°24'49.584493"W 2942.0538 0.999828333 5/8" ir w/fhwa alum cap

SWAN13 624427.475 2448197.976 3034.151 43°22'41.569845"N 116°24'49.571457"W 2978.6885 0.999826559 5/8" ir w/fhwa alum cap

SWAN14 625316.707 2448212.212 3036.093 43°22'50.353464"N 116°24'49.474494"W 2980.6206 0.999826461 5/8" ir w/fhwa alum cap

SWAN15 630411.876 2448248.527 2961.264 43°23'40.678742"N 116°24'49.531831"W 2905.7328 0.999830025 5/8" ir w/fhwa alum cap

SWAN16 631379.851 2448301.164 2960.347 43°23'50.243064"N 116°24'48.923250"W 2904.804 0.999830048 5/8" ir w/fhwa alum cap

Initial Point 622125.902 2453413.512 3242.464 43°22'19.242051"N 116°23'38.711467"W 3187.0978 0.999814529 BLM Brass cap

COORDINATE SYSTEM : Idaho West SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD software coordinate system:ID83/2011-WF NSRS11(NAD83/2011) Idaho, West Zone, US Foot

PROJECT : Western Heritage Byway - Swan Falls Road DATE OF FIELD WORK : May-July 2022 DATE OF FINAL ADJUSTMENT :June 2022

PROJECT UNITS : US SURVEY FOOT

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

PROJECT

D.1ID FLAP ADA 2019(1)

SHEET

NUMBER

SURVEY CONTROLPRELIMINARY - N

NO SCALE

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTE:

(4 required per cattle guard)

GUARD ANGLE DETAIL

TYPE I TYPE II

SECTION VIEW

DETAIL A DETAIL B

PLAN

DETAIL C DETAIL D

DETAIL E DETAIL F

ALUMINUM TUBING WING GUARD

END SUPPORT DETAIL

STANDARD GRID UNIT TYPES

ACCEPTABLE ALTERNATE RAIL

WOOD WING GUARD ANGLE IRON WING GUARD

ASCE 40 CRANE RAIL

timber (S4S) bid schedule

See Detail A

A3 tie Bars guard angle guard as shown in the

Nominal width of cattle

(See Details)

Standard grid unit types

Lateral support

Rails drain pipe treated timber (S4S) flat washer w/nut and hex bolt

Timber sill bars to angle iron guard angles

See Detail C flat washer w/nut and hex bolt flat washer w/nut and hex bolt

See Detail F aluminum tubing to provide for crown cut vertical leg only leg only. Field saw centers in vertical

Base plate

See Detail E

(typ.) welded to

Pay Limits, cattle guard corner. See Note 10

Object marker each

(See Detail)

End support

10d galvanized nails

See Detail D See Detail B

(equal spacing)

A2 tie Bars timber braces (S4S)

A4 BarsA1 Bars

A1 Bars wing guard only with wood

Timber sill-use

A5 Bars after fabrication weld. Galvanize each assembly angle with full penetration butt treated timber post (S4S)treated timber post (S4S) post (S4S) or approved alternate

(2 each/base plate) w/flat washer and nut sill (S4S)

Treated timber

Toenail with 16d galvanized nails pad to concrete (typ.)

elastomeric bearing pad cut weld

Saddle

I & II rail

ASCE 40 rail guard angles

Face of end support w/nut and flat washer steel rod threaded steel conforms to AASHTO ASTM A36 and is coated.

galvanize the alternate sections. All other structural steel does not contain a minimum of 0.2 percent copper, Grade B, Copper Steel or ASTM A 618, Grade 2. If the steel for alternate sections conforming to ASTM A 500, requirements for ASCE 40 crane rail. Provide structural

STRUCTURAL STEEL: Provide rails conforming to the finish.

shown. Give all concrete surfaces a Class 1 otherwise

LOADING: AASHTO HL-93.

traveled way.

marker to the elevation of the nearest edge of the

Mount object markers on posts with a minimum height roadway grade and template.

Construct the cattle guard to conform with the finished

Galvanize all hardware according to AASHTO M 111.

AASHTO M 133.

timber with chromated copper arsenate according to

Provide timber conforming to AASHTO M 168. Treat tubing.

Use aluminum alloy 6061-T6 or 6063-T6 for aluminum

555.

beams at each intersection. Weld according to Section

Install channels and wood blocking on cattle guards coat. Repair any damage to the coating installation.

563. Use SAE-AMS-STD-595, Gray, 36231 for the top requirements, shop apply coating according to Section

Unless otherwise shown in the special contract drain pipe with cattle guard unless otherwise shown.

Install drain pipe as shown where required. Include

Slope to drain

3"

2"

" max.4

4" min.

"8

"16

3"

"4

"4

10" x 5" x

" x 16" 4

3" radius hook -

"8

"8

18"

9"9"

72" treated

2" x 6" x

6" x 6" x 96"

" dia.2

Weld

30" treated

2" x 6" x 84"

6" x 6" x 96"

2" x 8" x 96"

" dia. x 7"2

" dia. x 6"8

" dia. x 7"8

"4

6" x 6" x 96" treated timber

12" for

"8

2" OD x

"8

L 3" x 3" x

(#4 Reinforcing Bars)

" dia. holes at 48"±16

8"

6" and 8" leg anchors. Weld to centers alternating 6" leg

" x 6" hex bolt8

"4

"8

L 3" x 3" x

"8

L 3" x 3" x

6" min.

"8

7" x 8" x

" x 8" stud2

"8

L 1" x 1" x

" anchors at 12"2

Space

"8

L 3" x 3" x

" x 74"4

L 2" x 2" x

9"12

W 8 x 18 beams

(10" centers)

" for type2

" x 87"4

L 2" x 2" x

9"

4"

12"

18"

24"

3"

12"

12"

12"

12"

12"

"8

"8

"8

"8

3" under W8 x 18. Bond4

48"

6"

20"20"20"

6"6"

21"21"21"21"

6"

"8

"4

71 "4

"8

8'-0" grid

Grid Type B

6'-0" grid

Grid Type A ty p ty p at 24" increments

12" thru 42"

"2

3"2

" unless 4

CONCRETE: Chamfer exposed edges

" fillet shop welds. Weld rail 4

All welds are continuous or alternate sections on both sides to the W 8 x 18 bar unless otherwise shown. All bars are #4.

Provide 2" minimum concrete cover to the face of any details.

See Standard 619-3 for optional precast foundation on Standard 619-2.

wider than 16 feet to maintain grate spacing as shown of 48 inches, measured from the bottom of the object

12"

31"

36"

6"

"21

"21

12" R

12" R

4" max.

3" min.

A5 Bars

CATTLE GUARD

619-1

FP-24

2/2026

FLH STANDARD

:1

A p r il

S td p w w o r k w f l\ d

\S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.30

DESCRIPTION

LENGTH

REMARKS

WOOD WING

GRID UNIT TYPE B

GRID UNIT TYPE A

No. 4

No. 5

No. 6

Post

None

None

None assembly anchor

Bottom assembly anchor

Top

NOMINAL CATTLE GUARD WIDTH

DESCRIPTION

PART

support

Middle supports diagonal

Outside

ANGLE IRON WING ALUMINUM TUBING WING

treated S4S treated S4S treated S4S treated S4S treated S4S galvanized steel bar galvanized steel bar galvanized steel bar galvanized steel bar galvanized steel bar treated S4S w/nut and flat washer galvanized hex bolt galvanized steel bar approved alternate treated S4S or hook in other end one end w/nut and steel rod threaded on

(with minimum spacing), tubular cross bar sections, minimum spacing), or II

ASCE 40 crane rail (with

(with minimum spacing), tubular cross bar sections, minimum spacing), or II

ASCE 40 crane rail (with

QTY

brace No. 1

Horizontal

QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH

No. 2

No. 3 None

None

None

None

See Grid Unit List of Materials

See Grid Unit List of Materials

See Bar Bending Detail

See Bar Bending Detail

* Structural steel weights do not include hardware or guard angle.

w/16d galvanized nails supports to wooden sill

Toenail diagonal embedded in concrete.

w/nuts & washers to concrete w/ 3 each treated S4S sill attached the bolts with washer & nuts

Attach the flat iron plates to embedded in concrete.

galvanized hex bolts flat irons welded to

See Detail A

S tr u c tu r a l or approved alternate washer and nut to bolt w/flat

Attach steel L iron embeded in concrete.

galvanized hex bolts as required

16d galvanized nails to the post with

Toenail diagonal supports

Tack weld both sides

Tack weld bearing pad

Elastomeric

Rail (typ.)

and lateral supports.

units and between grid unit required only between grid

Wood block and channel

Cutaway to show detail and the angle may be a continuous section.

the two interior studs may be eliminated

For the aluminum tubing wing guard, the angle iron shall set on top of the wood sill.

guards. When the wood wing guard is used, middle leg of the angle iron and wood wing

Leave a suitable gap to accommodate the

" Shim8 x

6" x 2"

3"

3"

5"

2"

5" 9"

14"

"8 1L 1" x 1" x

"21

2"

C 5 x 6.7

4"

6"" x 8" studs2 to

W 8 x 18

Reinforcing steel, lb

Rail, Type II

Rail, Type I

Rail, ASCE 40

W 8 x 18 beams

Total concrete, yd3

Concrete end supports, yd3

Concrete lateral supports, yd3

Grid unit B (8 ft)

Grid unit A (6 ft)

#4 Reinforcing bars, A5

#4 Reinforcing bars, A4

#4 Reinforcing bars, A3

#4 Reinforcing bars, A2

#4 Reinforcing bars, A1

5.59

4.03

1.56

140"

156"

108"

86"

92"

12' 14' 16' 18' 20'

212"

228"

108"

86"

92"

188"

204"

108"

86"

92"

164"

180"

108"

86"

92"

6.26

4.70

1.56

6.93

5.37

1.56

7.60

6.04

1.56

8.27

6.71

1.56

236"

252"

108"

86"

92"

22' 24' 26'

260"

276"

108"

86"

92"

8.94

7.38

1.56

284"

300"

108"

86"

92"

9.61

8.05

1.56

10.29

8.73

1.56

308"

324"

108"

86"

92"

332"

348"

108"

86"

92"

28' 30' 32' 34' 36'

356"

372"

108"

86"

92"

380"

396"

108"

86"

92"

404"

420"

107"

86"

92"

10.96

9.40

1.56

11.63

10.07

1.56

12.30

10.74

1.56

12.97

11.41

1.56

13.64

12.08

1.56

428"

444"

108"

86"

92"

452"

468"

108"

86"

92"

38'

14.31

12.75

1.56

476"

492"

108"

86"

92"

40' 42'

500"

516"

108"

86"

92"

15.66

14.10

1.56

14.98

13.42

1.56

0.668 lb/ft

6.86 lb/ft

Approx. 5.22 lb/ft

13.30 lb/ft

Beams 18 lb/ft

Two 2" x 6" x 84" galvanized steel angle

" x 87"4 1Two 2" x 2" x aluminum tubing

" x 165"8 1One 2" OD x aluminum tubing

" x 72"8 1One 2" OD x galvanized steel angle

" x 73"4 1One 2" x 2" x

" x 78"2 1One

" x 66"2 1One aluminum tubing

" x 30"8 1One 2" OD x

" x 39"2 1One

" x 54"2 1One

" x 24"2 1One

" x 9"2 1One

One 6" x 6" x 96"

" dia. x 6"8

One 2" x 6" x 18"

One 2" x 6" x 48"

One 2" x 6" x 66"

One 2" x 6" x 72"

6" x 6" x 96"

" dia. x 6"8 33 each washers & 3" radius s te e l, l b

" dia. x 16" galvanized4

2" x 8" x 96"

" dia. x 7" hex bolts2 long 13 each

4 each W 8 x 18 x 77" long 13 each

5 each W 8 x 18 x 77" treated S4S

One 6" x 6" x 84"

"4 1type I or type II, 71

"4 1type I or type II, 95

" dia. x 6"4 34 each

4" tubing.

" x 5" x 10"4 12 each

CATTLE GUARD

CATTLE GUARD WING

BAR BENDING DETAIL

ISOMETRIC VIEW

REINFORCING STEEL, CONCRETE, STRUCTURAL STEEL, AND GRID UNIT TABLE OF QUANTITIES

DETAIL A

OF MATERIALS

GRID UNIT LIST

A2 A3

(TWO REQUIRED PER INSTALLATION)

LIST OF MATERIALS PER WING

CATTLE GUARD

619-2

FP-24, FP-14

1/2024

:0

F e b r u a r y

S td p w w o r k w f l\ d

\S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.31

5.

4.

3.

2.

1.

Approved alternate designs may be used.

surfaces a Class 1 finish.

unless otherwise shown. Give all concrete

95% density.

soil compacted to not less than hand leveled accommodate selected cattle guard wing.

wing details. Fabricate end units to and grade.

A

DCB

B C D

A

B3 Bars as shown

B5 Bars as shown (typ.)

B5 Bars as shown (typ.)

bond pad to conc. (typ.)

neoprene pad

E

E

B5 Bars (typ.)

(See Key Detail)

Key between units

4 - B3 Bars as shown

Spacer (typ.)

(See Key Detail)

Key between units w/ nut & washer (typ.)

penetration butt weld (typ.)

Weld studs to angle with full

(typ.)

Galvanize each assembly after fabrication.

to angle with full penetration butt weld.

(typ.)

11"

"4

" x 2

" x 12

L 1

W 8 x 18

18"6"41"6"18"

14"61"14"

"2

89"

"2

"2

5"2

5 "2

5"2 ty p ty p

(typ.)

4"

22"4 spacers at 21"17"16"for 6'-0" units16"16"3 spacers at22"

6"8'-0" End unit6'-0" or 8'-0" Interior unit6'-0" End unit6" ty p ty p

89"

18" 18"

18"6"41"6"18" ty p ty p

"4

8" for 8'-0" units

4 spacers at 21" "8

3 spacers at 20"

"2

4 - W 8 x 18 at 20" for 8'-0" units

5 - W 8 x 18 at 21"at 20"

B1 Bars at 9" (typ.)

B3 Bars at 8" (typ.)

B4 Bars at 9" (typ.)

bearing pad under W 8 x 18, ty p

" elastomeric8 37" x 5" x

"2

115 - W 8 x 18 at 21""2

11for 6'-0" units"2

114 - W 8 x 18"2

"2

5 "2

5 "2

(typ.)

"2

20"

" 4

Chamfer exposed concrete edges units in fine aggregate bed 3-inch thick over

Minimum soil bearing 4,000 lb/ft². Place

See Standard 619-1 and 2 for cattle guard

See Standard 619-1 for reinforcing steel size

" dia. x 20" bolt4 3"8

37" x 5" x

" dia. ferrule loop inserts4

W 8 x 18

Space anchors at 12" centers. Weld studs on 12" centers (typ.).

" welded8 3" w/ 4

1" x 2 1" x 12

1L 1

"8 32" x 2" x

" dia. anchor stud.8 34" long

B6 Bars at 10" (typ.)

"4

" x 2

" x 12

L 1 ty p

89"

"2

5"2

"2

5"2

"8

" Ø A307 threaded rod4

"2

5 "2

5 "2

(typ.)

2" Clr.

d r a in p ip e m in

18"53"18"

NOTE:

PRECAST CATTLE GUARD

REINFORCING STEEL AND CONCRETE

(typ.)

Rails

Furnish units as required for specified cattle guard widths

PLAN

SECTION A-A

PLAN

B4

BAR BENDING DETAIL

B6B5

SECTION B-B

SECTION D-D

(typ.)

4° draft shown (typ.)

B2 Bars as

Type II rail

Type I and

ASCE 40 rail

Hand tighten first nut.

Galvanize all parts.

w/washer & 2-hex nuts.

Lock with second nut bond pad to conc. (typ.)

elastomeric bearing

4 per unit (typ.)

6 - B4 Bars at

3 - B3 at

SECTION C-C

GUARD ANGLE DETAIL

SECTION E-E

ELEVATION

KEY DETAIL

"2

"2

"2

5"

5"

5"

14"

7"

12"14" m in

12" for

" for2 pad under W 8 x 18 ty p

"8

3"

14"

3"

MARK

BAR

BARS

No. of

UNIT LENGTH

MASS CONCRETE

B5

B6

B4

B1

B2

B3

B5

B6

B4

B2

B3

B5

B6

B4

B2

B3

B5

B6

B4

B1

B2

B3

END

INTERIOR

INTERIOR

END

CUYDLB

12.0

77.9

8.7

7.6

54.6

33.1

16.0

77.9

17.4

51.2

37.9

16.0

70.1

17.4

37.9

37.9

12.0

70.1

8.7

7.6

41.2

33.1

36"

70"

26"

17"

98"

85"

36"

70"

26"

92"

85"

36"

70"

26"

68"

85"

36"

70"

26"

17"

74"

85"

2.32

2.34

1.90

1.89 6'-0"

6'-0"

8'-0"

8'-0"

PRECAST FOUNDATION

CATTLE GUARD

619-3

:0

F e b r u a r y

S td p w w o r k w f l\ d

\S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

D.32

N

'1

W

S '0

E 20

S '3

W

S '0

E 40

9BEGIN CONSTRUCTION

"MAIN 01"

Edge of pavement Edge of pavement

Edge of pavement

END CONSTRUCTION

El. 2878.84 (Match existing)

9.67' RT

"APPR 01" 10+15.00

El. 2880.68

23.55' RT

"APPR 01" 10+01.60

El. 2878.84 (Match existing)

9.24' LT

"APPR 01" 10+15.00

El. 2880.76

23.23' LT

"APPR 01" 09+98.43

limit

Construction

Slope stake limit

BEGIN CONSTRUCTION

END CONSTRUCTION

El. 2879.36 (Match existing)

40.24' LT

"APPR 02" 20+15.00

(Match existing)

El. 2881.97

42.61' RT

"APPR 02" 20+15.00

El. 2881.43

65.70' RT

"APPR 02" 20+00.32

El. 2880.43

63.28' LT

"APPR 02" 19+99.69

Construction limit

Slope stake limit

BEGIN CONSTRUCTION

END CONSTRUCTION

El. 2875.99

16.28' LT

"APPR 03" 30+06.31

El. 2876.29

17.89' RT

"APPR 03" 29+93.07

El. 2874.65 (Match existing)

9.11' LT

"APPR 03" 30+15.00

El. 2874.83 (Match existing)

7.96' RT

"APPR 03" 30+15.00

Construction limit

Slope stake limit pavement

Edge of

"MAIN 01"

BEGIN CONSTRUCTION END CONSTRUCTION

limit

Construction

El. 2876.12

61.30' RT

"APPR 04" 39+99.78

El. 2877.17

48.04' LT

"APPR 04" 40+00.00

El. 2874.96 (Match existing)

34.55' RT

"APPR 04" 40+15.00

El. 2875.81 (Match existing)

28.58' LT

"APPR 04" 40+15.00

limit

Slope stake shoulder

Edge of gravel shoulder

Edge of gravel shoulder

Edge of gravel shoulder

Edge of gravel

N

"APPR 01 & 02"

"MAIN 01" 397+08.83

"APPR 01" 09+83.96

"APPR 01" 10+00.00

El. 2880.76

E= 2448010.7106

N= 607409.4208

"APPR 01" 10+15.00

El. 2878.84 (Match existing)

E= 2448010.7106

N= 607409.4208

R

R

"APPR 02" 20+00.00

El. 2880.87

E= 2448042.7721

N= 607419.2338 "APPR 02" 20+15.00

El. 2880.24 (Match existing)

E= 2448057.7712

N= 607419.0680

"APPR 03 & 04"

"MAIN 01" 397+20.00

"APPR 02" 19+84.00

R

R

SOUTH SWAN FALLS RD

"APPR 03" 30+00.00

El. 2876.12

E= 2448035.5281

N= 610555.0591

"APPR 03" 30+15.00

El. 2874.84 (Match existing)

E= 2448021.4650

N= 610549.8409

"MAIN 01" 428+61.73

"APPR 03" 29+82.84

R

R

R

R

SOUTH SWAN FALLS RD

"APPR 04" 40+00.00

El. 2876.64

E= 2448067.7513

N= 610570.1423

"MAIN 01" 428+71.02

"APPR 04" 39+84.00

El. 2875.46 (Match existing)

E= 2448082.7504

N= 610569.9766

"APPR 04" 40+15.00

Approaches 1 and 2 not included in Schedule A.

1. See Sheet E.3 for approach pavement sections.8 :2

A p r il

M a in

P la n

S h e t] p w w o r k w f l\ d

\i d a a d a a p p r c h p la n

.d g n

(SCHEDULE A, B, C, & D)

APPROACH PLAN

PROJECT

NUMBER

E.1

S

'5

W

S '5

E

BEGIN CONSTRUCTION

END CONSTRUCTION

"MAIN 01" "MAIN 01"

El. 2987.65

27.18' RT

"APPR 05" 50+06.21

El. 2989.24

33.46' LT

"APPR 05" 49+92.36

El. 2987.01 (Match existing)

13.18' RT

"APPR 05" 50+15.00

El. 2987.20 (Match existing)

10.81' LT

"APPR 05" 50+15.00

Construction limit limit

Slope stake

Slope stake limit

Construction limit

Edge of pavement pavement

Edge of

BEGIN CONSTRUCTION

END CONSTRUCTION

El. 2992.55

25.26' LT

"APPR 06" 60+01.25

El. 2990.47 (Match existing)

14.57' LT

"APPR 06" 60+15.00

El. 2991.26 (Match existing)

13.66' RT

"APPR 06" 60+15.00

El. 2993.37

28.38' RT

"APPR 06" 59+98.59

Edge of pavement

Edge of pavement

Slope stake limit

Slope stake limit

Construction limit shoulder

Edge of gravel shoulder

Edge of gravel shoulder

Edge of gravel shoulder

Edge of gravel

N

Construction limit

"APPR 05" "APPR 06"

"APPR 05" 50+00.00

El. 2988.34

E= 2448120.2413

N= 616899.9901

"APPR 05" 50+15.00

El. 2987.08 (Match existing)

E= 2448134.8398

N= 616896.5429

"MAIN 01" 492+04.73

"APPR 05" 49+83.59

SOUTH SWAN FALLS RD SOUTH SWAN FALLS RD

"APPR 06" 60+15.00

El. 2991.15 (Match existing)

E= 2448085.6971

N= 618550.2103

"APPR 06" 60+00.00

El. 2992.89

E= 2448100.6865

N= 618550.7737

"MAIN 01" 508+52.40

"APPR 06" 59+83.98

R

R

R

10' R

NOTE:

1. See Sheet E.3 for approach pavement sections.8 :2

A p r il

M a in

P la n

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

\i d a a d a a p p r c h p la n

.d g n

(SCHEDULE A, B, C, & D)

APPROACH PLAN

PROJECT

E.2

S '1

W

S '1

E

BEGIN CONSTRUCTION

BEGIN CONSTRUCTION

END CONSTRUCTION

END CONSTRUCTION

El. 3033.25

21.41' LT

"APPR 07" 70+01.62

El. 3031.60 (Match existing)

5.17' LT

"APPR 07" 70+20.00

El. 3031.51 (Match existing)

5.09' RT

"APPR 07" 70+20.00

3032.99

17.45' RT

"APPR 07" 69+98.68

"MAIN 01"

Slope stake limit limit

Construction

Edge of pavement

El. 3033.33

23.73' RT

"APPR 08" 80+02.90

El. 3033.35

39.27' LT

"APPR 08" 79+95.20

(Match existing)

3033.15

14.47' RT

"APPR 08" 80+15.00

(Match existing)

El. 3033.25

12.45' LT

"APPR 08" 80+15.00

Construction limit

Slope stake limit

Edge of pavement shoulder

Edge of gravel shoulder

Edge of gravel

N

LC

Existing ground

APPROACH SECTION

Edge of pavement method 2

Roadway aggregate, Scenario 1 - Approach tie-in elevation below proposed shoulder

"Main 01"

6% Max 6 m in

See C-sheets

5' shoulder widening

Shoulder

Varies

LC

Existing ground

APPROACH SECTION

Edge of pavement method 2

Roadway aggregate, Scenario 2 - Approach tie-in elevation above proposed shoulder

"Main 01"

4% Max m in

See C-sheets

5' shoulder widening

Varies

Shoulder

"APPR 07 & 08"

"APPR 07" 70+00.00

El. 3033.16

E= 2448128.4995

N= 622176.7649

"APPR 07" 70+20.00

El. 3031.56 (Match existing)

E= 2448108.5477

N= 622175.3772

"APPR 08" 80+15.00

El. 3033.26 (Match existing)

E= 2448175.3724

N= 622173.9174

"APPR 08" 80+00.00

El. 3033.29

E= 2448160.4944

N= 622175.8266

"MAIN 01" 544+79.02

"APPR 07" 69+83.95

"MAIN 01" 544+79.02

"APPR 08" 79+83.88

SOUTH SWAN FALLS RD

R

R

R

R

:2

A p r il

M a in

P la n

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

\i d a a d a a p p r c h p la n

.d g n

(SCHEDULE A, B, C, & D)

APPROACH PLAN

PROJECT

E.3

Removal of gate boulder

Remove and reset

(concrete tanks)

Removal of vault facility

Removal of restroom

Construction limit protect in place, typ.

Existing pilaster

Removal of fence

Slope stake limit

Slope stake limit

Construction limit boulder

Remove and reset boulder

Remove and reset boulder

Remove and reset boulder

Remove and reset protect in place

Existing fence boulder

Remove and reset reset fence

Remove and protect in place

Existing fence

7 1

SOUTH SWAN FALLS ROAD

boulder

Remove and reset

NOTE:

1. All other boulders to remain, protect in place.

Relocate existing boulders as directed by the CO.

:3

A p r il

D e d ic a ti o n

P o in t

M a in

D e d ic a ti o n

P o in t

S h e p w w o r k w f l\ d \i d a a d a r e m o v a l-p a r k in g .d g n

(SCHEDULE A, B, C, & D)

REMOVAL PLAN

DEDICATION POINT

PROJECT

NUMBER

F.2

Edge of gravel

"MAIN 01"

Existing trail

Construction limit

Fixture, picnic tableFixture, vault toilet

Fixture, shelter (shade structure)

Slope stake limit

Slope stake limit

Construction limit

7 1

LEGEND:

SOUTH SWAN FALLS ROAD

Sidewalk, concrete (6-inch depth) course, 6-inch depth

Roadway Aggregate, method 2, surface

6-inch depth

Minor concrete pavement, plain, A

AB

B

C

C

:2

A p r il

D e d ic a ti o n

P o in t

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

\i d a a d a p la n

.d g n

(SCHEDULE A, B, C, & D)

SITE PLAN

DEDICATION POINT

PROJECT

F.3 course, 6-inch depth

Roadway Aggregate, method 2, surface

Sidewalk, concrete (6-inch depth)

Existing ground

Existing ground course, 6-inch depth

Roadway Aggregate, method 2, surface

Sidewalk, concrete (6-inch depth)

Existing ground

Existing ground course, 6-inch depth

Roadway Aggregate, method 2, surface

Sidewalk, concrete (6-inch depth)

6-inch depth

Minor concrete pavement, plain, 10'Varies8'6'

Traveled LaneSidewalk

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

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

10'

10'Varies8'Varies

Traveled LaneSidewalk

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

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

10'

Traveled LaneSidewalk

Varies20'6'10'

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

Accessible Parking

SECTION B-B

Varies1.5%

SECTION A-A

1.5% Varies1.5%

SECTION C-C

1.5% Varies1.5%

:3

A p r il

T y p ic a l

S e c ti o p w w o r k w f l\ d

\i d a a d a ty p ic a l-s e c ti o n

.d g n

SECTIONS

DEDICATION POINT

PROJECT

F.4

1:3 1:3

1:3 1:3

1:3

Existing trail

Construction limit

Slope stake limit

Slope stake limit

DP01

DP02

DP03

DP04

DP05

DP06

DP07

DP08

DP09

DP10

DP11

DP12

DP13

DP14

DP15

DP16

DP17

DP18

DP19

DP20

DP21

DP22

DP23

DP24

DP25

DP26

DP27

DP28

DP29

DP30

DP31

DP32

DP33

DP34

DP35

DP36

DP37

DP38

DP39

DP40

DP41

DP42

DP43

DP44

SW01

SW02

SW03

SW04

SW05

SW06

SW07

SW08

SW09

SW10

SW11

SW12

SW13

SW14

SW15

SW16

SW17

SW18

SW19

SW20

SW21

SW26

SW27

SW28

SW22

SW23

SW25

SW24

SW29

SW30

7 1

SOUTH SWAN FALLS ROAD

105'R

R

R

R

R

R

R

R

R

R

R

75'R

R

R

R

R

R

R

R

32'

:3

A p r il

D e d ic a ti o n

P o in t

M a in

D e d ic a ti o n

P o in t

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

\i d a a d a

L a y o u t-p la n

.d g n

(SCHEDULE A, B, C, & D)

LAYOUT PLAN

DEDICATION POINT

PROJECT

NUMBER

F.5

LEGEND:

EOC = Edge of Concrete

EOG = Edge of Gravel C.C = Center of Curve

:3

M a r c h

P

O

IN

T S

T A

B L

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

\i d a a d a

L a y o u t-p o in ts ta b le

.d g n

SHEET 1 of 2

(SCHEDULE A, B, C, & D)

LAYOUT POINT TABLES

DEDICATION POINT

PROJECT

F.6

LEGEND:

BOS = Back of Sidewalk

EOC = Edge of Concrete

EOG = Edge of Gravel

:3

M a r c h

P

O

IN

T S

T A

B L

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

\i d a a d a

L a y o u t-p o in ts ta b le

.d g n

SHEET 2 of 2

(SCHEDULE A, B, C, & D)

LAYOUT POINT TABLES

DEDICATION POINT

PROJECT

F.7

Construction limit

"MAIN 01"

barricade type 3

Temporary traffic control, Work area barricade type 1

Temporary traffic control, ROAD

CLOSED

R11-2

7 1

DO NOT

ENTER

SOUTH SWAN FALLS ROAD

R5-1

W6-3

FOOTNOTE:

See Sheet I.5 for temporary post details.

[1]

:3

A p r il

T

T C

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

\i d a a d a tt c .d g n

(SCHEDULE A, B, C, & D)

TRAFFIC CONTROL PHASE 1

DEDICATION POINT TEMPORARY

PROJECT

F.8

Construction limit

"MAIN 01"

barricade type 3

Temporary traffic control, Work area barricade type 1

Temporary traffic control, ROAD

CLOSED

R11-2

7 1

DO NOT

ENTER

SOUTH SWAN FALLS ROAD

R5-1

W6-3

FOOTNOTE:

See Sheet I.5 for temporary post details.

[1]

:5

A p r il

T

T C

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

\i d a a d a tt c .d g n

(SCHEDULE A, B, C, & D)

TRAFFIC CONTROL PHASE 2

DEDICATION POINT TEMPORARY

PROJECT

F.9

Construction limit solid white, 4" width

Pavement markings, type B, accessibility symbol

Pavement markings, type B, R7-8, R7-8P

Install sign systems

R7-8

Install sign system

Interpretive Trail Overlook)

(Dedication Point

Protect sign in place

See Sheet F.16 concrete (typ.), Install Wheelstop, proposed signs

See J-Sheets for

7 1

VAN

ACCESSIBLE

RESERVED

PARKING

RESERVED

PARKING

SOUTH SWAN FALLS ROAD

9'

9'

8'

FOOTNOTE:

See Sheet J.47 for sign post details.

[1]

:0

A p r il

D e d ic a ti o n

P o in t

M a in

D e d ic a ti o n

P o in t

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

\i d a a d a p tc .d g n

(SCHEDULE A, B, C, & D)

PERMANENT TRAFFIC CONTROL

DEDICATION POINT

PROJECT

NUMBER

F.10

H.15

FRONT ELEVATION RIGHT SIDE ELEVATION

REAR ELEVATION LEFT SIDE ELEVATION

NOT TO SCALE

Restroom sign, typ.

Door, typ.

Door

Vent pipe, typ.

texture Horizontal lap

Finished grade

Vent

Vault, typ.

Vault, typ.

11'-11"

13'-8"

14'-4" 11'-11"

Cedar shake texture siding Board and bat

Vent, typ.

texture Horizontal lap

(1/4 x 3/4), typ.

Anchor nail

(4.5 x 4.5), typ.

Spring hinge

DOUBLE VAULT DETAIL

Backfill

Aggregate course

Leveling course

Native soil

Vent pipe, typ.

14'-4"

16'-11"

/4

/4

VAULT VAULT

16'-11"

6'-6" 6'-6" 8" materials, and colors.

See SCR Sections 646 and 725 for exterior finishes,1.

NOTES:

:3

M a r c h

U n ti tl e d

S h e p w w o r k w f l\ d \i d a a d a v a u lt to il e t-d e ta il s .d g n

RESTROOM BUILDING DETAILS

PREFABRICATED VAULT TOILET

PROJECT

NUMBER

F.11

NOT TO SCALE

63"

5.25"

" 3

.5

96"

.3

TOP VIEW

FRONT VIEW END VIEW

0'-0"

Grade

Finished

:3

M a r c h

U n ti tl e d

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

\i d a a d a p ic n ic ta b le d e ta il s .d g n

PICNIC TABLE DETAIL

PROJECT

F.12 requirements based on engineering mounting varies

Finish grade

24'-0"

"1

C L

E A

R

PLAN VIEW

ELEVATION VIEW SIDE VIEW

:3

M a r c h

S h a d e S tr u c tu r e D e ta p w w o r k w f l\ d

\i d a a d a

S h a d e S tr u c tu r e D e ta il s .d g n

SHEET 1 OF 3

SHADE STRUCTURE DETAIL

PROJECT

F.13 requirements based on engineering mounting varies

Finish grade

SIDE VIEWELEVATION VIEW

PLAN VIEW

:3

M a r c h

S h a d e S tr u c tu r e D e ta p w w o r k w f l\ d

\i d a a d a

S h a d e S tr u c tu r e D e ta il s .d g n

SHEET 2 OF 3

SHADE STRUCTURE DETAIL

PROJECT

F.14

20'-0"

23'-4"

COLUMN LAYOUT

:3

M a r c h

S h a d e S tr u c tu r e D e ta p w w o r k w f l\ d

\i d a a d a

S h a d e S tr u c tu r e D e ta il s .d g n

SHEET 3 OF 3

SHADE STRUCTURE DETAIL

PROJECT

F.15

PLAN VIEW

A

SECTION A-A

Formed hole for pin (typ.)

1" R

1 surface

Pavement

"R2

2" "8

"4

4"

CONCRETE WHEELSTOP

NOTES:

4.

3.

2.

1.

701.04(a)(2) as shown.

Place grout conforming to Subsection

1 inch of ends of wheelstop.

Extend the reinforcing steel to within to Subsection 609.09.

Pin the wheelstops in place according approved.

to meet manufacturer's standards as

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

6' - 7'

"4

" elastomeric joint sealant2

See Note 5

1" grout

" R8

See Note 3

See Note 4

#4 reinforcing steel (typ.)

Wheelstop (typ.)

ACCESSIBILITY PARKING SPACE LAYOUT

centered in stall (typ.)

Mount behind sidewalk, Parking signage. See Sheet F.10.

S id e w a lk solid white, 4 inch width

Pavement marking type B, 6' - 7'

Wheelstop2

HEAD-ON PARKING

WHEELSTOP LAYOUT

Stall lines

Edge of pavement ty p

9'9' 8'

Blue background

White border

PARKING SPACE MARKING

ACCESSIBILITY

45°

45"

24" minimum

3"R

3"R m in im u m

6" R

9" R

1/

3"

3"R

:0

A p r il

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

\i d a a d a s ig n in g s tr ip in g d e ta il s .d g n

DETAILS

SIGNING AND STRIPING

PROJECT

NUMBER

SHEET

ID FLAP ADA 2019(1) F.16

See Note 2See Note 2

Transverse contraction joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

3.

2.

1.

Lap longitudinal and transverse reinforcement not joints in reinforced pavement.

for joints in plain minor concrete pavement as shown for

Provide the same type of dowel assemblies and tie bars

(typ.)

2'-0" ty p

(typ.)

2" clear ty p c le a r ty p c le a r

(typ.)

2" clear welded wire reinforcement or No. 4 bars

Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars

W6 x W6 welded wire

Slab reinforcement 4" x 4" -less than 15 inches.

See Standard 501-2 for joint and joint sealing details.

THICKNESS

PAVEMENT

JOINT SPACING

TRANSVERSE

(in) (ft)

6 ≤ T <12

T < 6

MINOR CONCRETE PAVEMENT

501-1

:5

A p ri l

S td p w w o rk w fl \d

\i d a -a d a

-1

S td

-1

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

F.17

T/3 T/3 T/3

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNDOWELED - TRANSVERSE and

UNTIED - LONGITUDINAL

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINTUNDOWELED - LONGITUDINAL

ISOLATION JOINT

T/2

T/2 T/2

T/2T/2

BAR SIZES

PAVEMENT

THICKNESS (T) TIE BAR

DOWEL BAR

DIAMETER

Fixture or structure

T

T

T

TT

T

T

T

T joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

T/2

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT

T/2 piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

T

Dowel cap

10 < T ≤ 12

8 < T ≤ 10

T ≤ 8 1

9"9" 9"9"

18"18" 18"18"

9"9" 18"18"

Tie bar @ 30" c-c Tie bar @ 30" c-c

#6

#5

#5

(in) (in)

" keyway2 1T/3 x 1

18"18" Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

" (typ.)8 1" (typ.)8

1" (typ.)2

Do not place tie bars within 15 inches of transverse joints.

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

1.

2.

3.

4.

5.

6.

7.

8.

Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement.

Deformed reinforcing bars or hook bolts may be used for tie bars.

Install isolation joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations for approval.

For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin.

Maintain joint sealant shape factor of 1:1; except when silicone sealant is used maintain the width to depth shape factor of 2:1 or as recommended by sealant manufacturer.

NO SCALE

See Standards 501-1 or 502-1 for reinforcement details.

501-2

FP-14; FP-24

PAVEMENT JOINTS

MINOR CONCRETE

:5

A p ri l

S td

-2 p w w o rk w fl \d

\i d a -a d a

-1

S td

-2

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

F.18

3'-6"

2" C

2"

2" C

3"

" B2

"2

4" C

3"

14" specific project information background. Adjust text to match

Black border and text on white

Refer to Subsection 107.01A

SWPPP Sign

"8

Outside margin =

"8

Border radius = 1

"8

Border thickness =

:1

F e b r u a r y

S

W P

P P

S ig p w w o r k w f l\ d \i d a a d a s to r m w a te r s ig n .d g n

SWPPP SIGN

PROJECT

G.2 larger than fiber roll

Existing ground (typ.)

ground

Existing soil to match ground level

Backfilled and compacted

Fiber roll

Flow direction

Fiber roll

Slope

Stagger joints (typ.)

along contours

Install fiber rolls on uphill side of fiber roll

Place excavated material wood stakes. See Note 2.

Fiber roll

Slope

1" x 1" wood stake

NO SCALE

NOTE:

2.

1.

fiber roll while staking.

used for permanent installations. Do not crush fiber roll is secure to slope. Live stakes may be from distur bed area s

Direction of runof f

INSTALLATION BEYOND TOE OF SLOPE

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL STAKING DETAIL

FIBER ROLL LAPPING DETAIL

INSTALLATION ALONG SLOPES

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

PLAN

FIBER ROLL SPACING STAKES REQUIRED

and install fiber rolls

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

ELEVATION

Fi ll slo pe

Direction of runoff

T o e o f fi ll s lo p e disturbed areas

Runoff from

D ire c tio n o f ru n o ff

Fl ow

Pay lim its

Pay lim its sp ac in g ch ar t

S ee F ib er R ol l

Flow fiber roll and space stakes at 4-foot maximum.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

Drive stakes at each end and at 4-foot spacing until ove rlap

12" m in.

1" x 1" or 1" Ø m in m in t o as shown in plans

3' minimum or

3' minimum

Excavate trench 2" 2" minimum

Slope Spacing Fiber roll length for each roll

Stakes required

1:1

1:2

1:3

1:4 or flatter

(FT) (FT)

FIBER ROLL

157-21W

7/2016

WFL STANDARD

:5

O c to b e r

S td

W p w w o r k

\d

\i d a a d a

W

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.26 or Span

Dia.

or Span

Dia.

D

/2

/2or Span

Dia.

or Span

Dia.

Original ground Original ground ground

Original ground

Original ground

Original

GeotextileGeotextile

Geotextile Geotextile Geotextile

Flowline

(INCHES) (FEET) (INCHES) (CUYD) (SQYD)

(INCHES) (FEET) (INCHES) (CUYD) (SQYD)

NO SCALE

NOTE:

3.

2.

1.

for payment.

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

L

A A

END SECTION

CULVERT WITH STANDARD

PLAN VIEW PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

L

B

C D

B

C D

SECTION A-A SECTION B-B

SECTION C-C SECTION D-D SECTION E-E

PLAN VIEW

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

m in

H m in

H

Variable slope Variable slope

L L

/2

/2

D it c h

D

D it c h

D

E

EE

E b o tt o m w id th b o tt o m w id th

4D

H m in

D /2 m in

D /2 ditch slope

Match existing ditch slope

Match existing m in

H m in

D /2 m in

H

2' min.

2' min.

or flatter

Sloped 1V:2H

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

L

LENGTH

APRON

H

DEPTH

APRON

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

L

LENGTH

APRON

H

DEPTH

APRON

14.5

12.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

44.4

34.0

15.6

10.8

3.9

2.2

1.0

14.5

12.5

38.5

29.8

15.1

10.7

4.4

2.7

1.3

35.6

27.2

13.3

9.3

3.6

2.0

0.9

CULVERT OUTLETS

PLACED RIPRAP AT

251-1W

8/2016

WFL STANDARD

:0

A p r il

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

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

H.2

Slope

Toe plateToe plate

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A (min) B (max) H (min) W (max)

SLOPE

Approx.

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL…