wa-ef-mtbkr2022-1-3_Prelim Plans.pdf

PRELIMINARY - N

OT 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 1000

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

FP-14

6/2022

WFLHD DETAIL

:4

P

M

J u n e

D e t W

-1 c p w

-w o rk \d

\W

-1

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

23101 637587.943 1456173.622 876.919 48°44'43.210939"N 121°35'48.998611"W 817.1236 0.999963249 5/8" IR w/fhwa alum cap 1.

23102 637580.313 1456449.069 859.991 48°44'43.162606"N 121°35'44.888012"W 800.2058 0.999964054 5/8" IR w/fhwa alum cap

23103 637378.276 1456582.020 847.316 48°44'41.182159"N 121°35'42.874642"W 787.5298 0.999964554 5/8" IR w/fhwa alum cap

23104 637195.031 1456719.054 835.090 48°44'39.387520"N 121°35'40.803180"W 775.3034 0.999965043 5/8" IR w/fhwa alum cap

COORDINATE SYSTEM : Washington North SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : WA83/2011-NIF NSRS11(NAD83/2011) Washington, North Zone, International foot

PROJECT : Mt. Baker-Snoqualmie Erfo Repairs 2022-1(3) FR11-MP 23.9 DATE OF FIELD WORK : July, 2023 DATE OF FINAL ADJUSTMENT : August 2023

PROJECT UNITS : International foot

-F eb -2

:4

A M c:

\p w

-w or k\ d0 w a-ef -m tb kr

-1 -3

_c on tr ol

-s he et .x ls x]

S he et

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.1WA ERFO FS MTBKR605 2022-1(3)

SHEET

NUMBER

SURVEY CONTROLPRELIMINARY - N

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

uphill side of fiber roll trench material on

Place excavated See Note 5

Flow line the ends. See Note 6 to prevent flow around

Curve ends upstream

Gravel bag

Filter rock

Filter rock

Trench 2" min.

Trench 2" min.

Fiber roll 9" Ø min.

NO SCALE

NOTE:

conditions.

Adjust check dam spacing based on site-specific around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

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

Install check dams in ditches perpendicular to the flowline.

installation.

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

gravel bags as approved, to meet the functional

Construct check dams from fiber rolls, filter rock, or

7.

6.

5.

4.

3.

2.

1.

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

FILTER ROCK CHECK DAM

CROSS SECTION

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

STAKING DETAIL

FIBER ROLL

PLAN

CROSS SECTION

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

(See Note 7)

CHECK DAM SPACING**

GRAVEL BAG

than 6%.

dams on ditch grades steeper

** Do not use gravel bag check on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on

Flow

F lo w

Se e N ote m in m in m in .6 m in

-inch wood8

-inch x 18

Stake fiber rolls in place with 1

Expose stakes 2-inches minimum above top of fiber roll.

2-foot maximum spacing.

9" Ø minimum fiber roll.

GRADE

DITCH

SPACING (max.)

CHECK DAM

5%

4%

3%

2%

GRADE

DITCH

SPACING (max.)

CHECK DAM

6%

5%

4%

3%

2%

GRADE

DITCH

SPACING (max.)

CHECK DAM

6%

5%

4%

3%

2%

(FT)

(FT)

(FT)

MODERATE GRADES

CHECK DAM

157-15W

FP-24, FP-14

7/2016

WFL STANDARD

:5

A

M a r c h

S td W p w w o r k

\d

\W

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

movement of typical truck using exit

Construct radius to allow turning stabilization geotextile

Separation-

Filter rock

Existing paved roadway

NO SCALE

NOTE:

STABILIZED CONSTRUCTION EXIT

4.

3.

2.

1.

Adjust length to fit field conditions as approved.

built up sediment.

Minimize tracking onto paved roadway by removing crosses existing drainage ditches.

Provide temporary drainage culvert where entrance

Construct drainage ditches along entrance as directed.

Use this entrance for construction vehicles only.

/e gr es s ar ea w id th of in gr es s

Pr ov id e fu ll

6" min.

50'typical

't yp ica l

CONSTRUCTION EXIT

STABILIZED

157-19W

FP-24

7/2016

WFL STANDARD

:2

A

M M a r c h

S td W p w w o r k

\d

\W

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

membrane

Waterproof

Existing ground

(anchoring method to be approved)

Waterproof membrane

Existing ground

Portable water bladder streambed grade

Existing sandbags (as needed)

Hand-placed stream flow side of diversion berm.

Impervious sheeting. Place on Minimum berm top elevation manufacturer's recommendations.

handling bags. Fill and place per

Machine-placed large material placing temporary diversion berm.

to the extent practicable when of existing streambed material

Minimize leveling or trenching

Sandbag (typ.)

Minimum berm top elevation

Sandbag (typ.)

NO SCALE

NOTE:

directed.

Use as needed when constructing the isolation barrier as

Repair as needed after rainfall events or as directed.

Inspect and maintain the temporary diversion berm daily.

time.

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

bottom rows as there are vertical course. Overlap the upper

Place sandbags to form a pyramid by laying equal numbers of approval, including alternate methods, prior to installation.

guidance. Submit temporary stream diversion plans for freeboard. The examples shown are intended as representative

Provide a temporary diversion berm with a minimum height

5.

4.

3.

2.

1.

Limit of work zone

OPTION B

OPTION A

OPTION C

Diverted water level at time of construction

Diverted water level at time of construction

Existing abutment or pier

Water surface elevation

Water surface elevation

Water surface elevation equal to the water surface elevation with at least 12 inches m in m in

4'-6" min.

METHODS

TEMPORARY DIVERSION BERM

628-10W

FP-24

6/2025

WFL STANDARD

:3

P

J u n e

S td

W p w w o r k

\d

\W

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

I...

::J

"5i

QJ

6' - 12' See Note 4

.s E:

Lr)

.gi

LQ

Breakaway holes See post detail (typ.)

V • I ' :I

• l.t) ' ~ l.t) 0

<: .s ~ QJ 0 QJ E: <: CJ)

'<;I- QJ

QJ

CJ)

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

<l. Post

=o-

POST DETAIL

Bottom of sign panel

Field drill holes through post parallel to sign face.

See table for hole size

PROJECT

NOTE:

1. Attach sign panels with a minimum of two¼" diameter 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 ft may be used. In areas with curbs, a minimum lateral distance of 1 ft behind the face of the curb may be used.

SHEET

NUMBER

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

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

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

SIGN INSTALLATION ANGLE

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

635-14

SPECIFICATION

FP-24, FP-14

NO SCALE

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

WOOD POSTS

APPROVED FOR USE

2/2024 PRELIMINARY - N