idr-srao-tcrown1_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2025.02.10 12:08:53 -08'00'

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A

M

J a n u a r y

S h e e t

I n d e x c p w w o r k \d

\i d r s r a o tc r o w n p ln g e n s h e e t in d e x .d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

A.2

ID BOR SRAO TCROWN(1)

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.

NO SCALE

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

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

SRE

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 special rock embankment 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 Reservior; 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 -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

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A p ri l

D e t W

-1 p w

-w o rk \d

\i d r-s ra o -t c ro w n p ln s y m

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

A.3

N

Scale In feet

1000 0 1000 2000 3000

END PRO.JECT

MP2.70

Slope Stabilization Repair Special Rock Embankment Site MP 2.40

"MAIN02 " 200+00 to 200+80

Turnout Site MP 2.10

Vault Toilet Site MP 1.25

Drainage issue with ditch re-establishment

Site MP 0.95

"MAIN0l" 100+00 to 104+80

Shore Drive staging area

Beach Access Trail

Site MP0.35

"BAT" 1000+15 to 1004+16 "BAT2" 1100+03 to 1100+56 Staging access road

Trai/head and Parking Area SiteMP0.00

PROJECT

ID BOR SRAO TCROWN(l)

VICINITY MAP

SHEET

A.4

Shore Drive staging area

N= 1043422.4628

E= 2542735.1648

26,685 SQFT

South Turnout staging area

N= 1050528.4484

E= 2543220.7400

2,294 SQFT

North Turnout staging area

N= 1053410.1904

E= 2543085.6915

1,411 SQFT

Scale in feet

0 200

PROJECT

ID BOR SRAO TCROWN(l)

N

400 600

STAGING AREAS

SHEET

A.5

Sheet and Description

Section D Section E Section F Section G Section H

Plan - Profile Turnouts and Parking Lot

Soil Erosion and

Sediment Control

Vault Toilet Temporary

Traffic 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 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,829 171 3,000

A0140 15705-0400 SOIL EROSION CONTROL, EARTH BERMS LNFT 20 20

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 45 5 50

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 6 1 7

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 0.5 0.2 0.1 0.1 0.9

A0240 20301-0080 REMOVAL OF BENCH EACH 2 2

A0260 20301-1100 REMOVAL OF GATE EACH 2 2

A0280 20301-2400 REMOVAL OF SIGN EACH 1 1

A0300 20401-0000 ROADWAY EXCAVATION CUYD 739 315 96 1,150

A0320 20421-0000 ROCK EXCAVATION CUYD 278 22 300

A0340 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 401 49 450

A0360 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 28 134 18 180

A0380 30301-6000 ROADWAY RECONDITIONING MILE 2.59 0.21 2.80

A0400 31103-1000 STABILIZED AGGREGATE SURFACE COURSE, IMPORTED AGGREGATE TON 1,111 34 85 1,230 1.97 TON/CUYD

A0420 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 71 4 75 145.2 LB/CUFT

A0440 60810-0000 DRAINAGE CHUTES LNFT 15 15

A0460 60915-1000 WHEELSTOP, CONCRETE EACH 7 7

A0480 61902-0900 GATE, METAL EACH 2 2

A0500 61921-1000 REMOVE AND RESET FENCE LNFT 49 6 55

A0520 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 20 20

A0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20 20

A0580 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

A0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0620 62201-3600 MANLIFT HOUR 20 20

A0640 62301-0000 GENERAL LABOR HOUR 20 20

A0660 62407-0000 PLACING CONSERVED TOPSOIL CUYD 65 23 7 95

A0680 62502-0000 TURF ESTABLISHMENT SQYD 553 315 42 910

A0700 63301-0000 SIGN SYSTEM EACH 2 2

A0720 63316-1000 REMOVE AND RESET SIGN EACH 1 1 2

MileStone: 100% Date Completed: 01/29/25 Report Date: 01/29/25

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-J an

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2:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

M yF ile s\

Pr oj ec ts \I

D \I

D B

O R S

R

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T C R O

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PROJECT

B.1ID BOR SRAO TCROWN(1)

Sheet and Description

Section D Section E Section F Section G Section H

Plan - Profile Turnouts and Parking Lot

Soil Erosion and

Sediment Control

Vault Toilet Temporary

Traffic Control

Allowance Bid Schedule

A0740 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 385 15 400

A0760 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 1 1

A0780 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0800 64603-0300 FIXTURE, BENCH EACH 2 2

A0820 64603-0800 FIXTURE, KIOSK EACH 1 1

A0840 64603-1000 FIXTURE, VAULT TOILET EACH 1 1

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2:

P M

MileStone: 100% Date Completed: 01/29/25 Report Date: 01/29/25

C

M yF ile s\

Pr oj ec ts \I

D \I

D B

O R S

R

AO

T C R O

W N

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]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.2ID BOR SRAO TCROWN(1)

For the Site MP 0.00, see Section E.3.

For the Site MP 2.40 location, see Special Rock Embankment Typical Section, this section.2.

cross slope as up to maximum slope shown, using a crowned section or sloping to one side, to allow drainage and avoid pooling in the pathway.

For non-modeled typical section, construct a firm, stable, and free-draining surface according to Chapter 10 of Architectural Barriers Act (ABA) Accessibility Standards. Vary 1.

Slope stake limit

Existing ground

LC

2-inch compacted depth course, imported aggregate, Stabilized aggregate surface

Roadway reconditioning

Slope stake limit

LC

2-inch compacted depth course, imported aggregate, Stabilized aggregate surface

Roadway reconditioning

Slope stake limit

Slope stake limit

Existing ground

LC

Profile grade

2-inch compacted depth course, imported aggregate, Stabilized aggregate surface

Slope stake limit

Existing ground

Slope stake limit

Unclassified borrow

Construction limit

Construction limit

Construction limit

Construction limit

Construction limit Construction limit

FOOTNOTES:

For locations where end condition slope varies from displayed ratio, see MAIN01 End Condition Override Table, this sheet[3]

See MAIN01 Cross Slope Table, this sheet[2]

See LT Ditch Depth Table, this sheet[1]

1:

2% max.

Travel way

1:2

1:

1:

2% max.

Travel way

2% max. 1:2

1:

NON-MODELED SECTION

CROWN POINT TRAIL

Site MP 2.40 (MAIN02 200+00 to 200+80)

Excludes Site MP 0.00, Site MP 0.95 (MAIN01 100+00 to 104+80) and

MP 0.00 to 2.70

Varies

Travel way

1:2 1:

"MAIN01" 100+00 to 104+80

Site MP 0.95

MODELED SECTION

CROWN POINT TRAIL

Turf establishment Placing conserved topsoil, 6-inch depth Varies

Turf establishment Placing conserved topsoil, 6-inch depth Varies

Turf establishment Placing conserved topsoil, 6-inch depth Varies

Turf establishment Placing conserved topsoil, 6-inch depth Varies

NOTES:

6'

6'

1:2

6' Turf establishment Placing conserved topsoil, 6-inch depth Varies

Turf establishment Placing conserved topsoil, 6-inch depth Varies

[1]

Crown Point Trail Modeled Section

V a r ie s

2' 2'2' 2'

2' 2'

[2]

[3]

[3]

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J a n u a r y

T y p ic a l

S e c ti o n s p w w o r k \d

\i d r s r a o tc r o w n p ln ty p .d g n

TYPICAL SECTIONS

PROJECT

C.1

Existing ground

LC

Profile grade

Slope stake limit

2-inch compacted depth course, imported aggregate, Stabilized aggregate surface Slope stake limit

6-inch compacted depth

Roadway aggregate, method 2, See BAT Width Diagram for an example of the landing layouts, this sheet.1.

Slope stake limit

Slope stake limit

Slope stake limit

Existing ground

Existing ground

Existing ground

Existing ground

LC

Profile grade

Slope stake limit

2-inch compacted depth course, imported aggregate, Stabilized aggregate surface

Slope stake limit

6-inch compacted depth

Roadway aggregate, method 2, pavement section, this sheet

See Beach Access Trail pavement section, this sheet

See Beach Access Trail pavement section, this sheet

See Beach Access Trail

Construction limit

Construction limit

Construction limit

Construction limit

Construction limit

Construction limit Construction limit

BAT WIDTH DIAGRAM

Plan view be constructed

"BAT" Line to

BEACH ACCESS TRAIL ("BAT")

"BAT" 1000+15 to 1004+16

Site MP 0.35 m ax .1:

Varies m ax .1:

Varies Turf establishment Placing conserved topsoil, 2-inch depth Varies

Turf establishment Placing conserved topsoil, 2-inch depth Varies

[1]

[2]

FOOTNOTES:

See BAT Ditch Depth Table, this sheet[5]

See BAT2 Ditch Depth Table, this sheet[4]

See BAT2 Width Table, this sheet[3]

See BAT Cross Slope Table, this sheet[2]

See BAT Width Table, this sheet[1]

NOTES:

1:

:2

1003+80

1003+34.50 to

1'

1:4 1 :2

1004+10

1003+85 to

V a r ie s

1003+80

1003+30 to

1:

:2

V a r ie s

BEACH ACCESS TRAIL 2 ("BAT2")

"BAT2" 1100+03 to 1100+56

Site MP 0.35

1:

1.5%

:2

Varies [3]

1:4

:2

Varies

Varies [4][4]

Varies

[5]

[5]

Turf establishment Placing conserved topsoil, 2-inch depth

Turf establishment Placing conserved topsoil, 2-inch depth

2'

2'

2'

2' 2'

2'2'

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P

D e c e m b e r

T y p ic a l

S e c ti o n s

B e a c h

A c c e s s T r a il p w w o r k \d

\i d r s r a o tc r o w n p ln ty p .d g n

BEACH ACCESS TRAIL

TYPICAL SECTION -

PROJECT

C.2

1.0' compacted depth with 6-inch minus unclassified borrow, Level rock embankment

Special rock embankment, mechanically-placed grade

Finished

Existing ground

(non-woven) typ.

geotextile, class 1, type A

Separation-stabilization

(1 :1

S R E F ce

Existing ground

2-inch compacted depth course, imported aggregate, Stabilized aggregate surface

1:

4 1:50

LC

Slope stake limit

1:6

OHWM (El= 4828')

OHWM (El= 4828')

Slope stake limit

Profile grade

Drainage chute

Soil erosion control, earth berms

See Drainage Chute sheet, this Section

Tapered inlet rock embankment, mechanically-placed vertical spacing (typ.), incidental to special

Welded wire reinforcement at 3-foot

Turf establishment

Placing conserved topsoil (6-inch depth)

:1 .2

:1 .2

Construction limit

Construction limit

W9.0 x W9.0 wire on 6" c-c

1:4

2'

Backfill with unclassified borrow m a x

6' min.

m in

SPECIAL ROCK EMBANKMENT (SRE) TYPICAL SECTION

"MAIN 02" 200+00 to 200+80

Site MP 2.40

2%

FOOTNOTES:

See Section D for pavement width.[4]

See Welded Wire Reinforcement detail, this sheet.[3]

See SRE Depth table, this sheet.[2] by the CO, see Drainage Chute detail, this Section.

Install Drainage Chute on top of the SRE as directed [1]

6' - 10'

Travel way

4' Turf establishment Placing conserved topsoil (6-inch depth) Varies

WELDED WIRE REINFORCEMENT

Plan View

NOT TO SCALE

F a c e o f s lo p e

[1]

[3]

[2]

2' min.

m a x

[4]

2'

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J a n u a r y

S

R E

T Y p w w o r k \d

\i d r s r a o tc r o w n p ln ty p S

R E

.d g n

TYPICAL SECTION - MP 2.40

PROJECT

NUMBER

C.3

Weld " thick galv. bulkhead8

" thick galv. taper8

" flange16

" x 1" slotted holes8

" bolt in 4

" x 16 section

Flume downdrain

Bury inlet apron Flume

Collar of Schedule 80 pipe

Weld minimum embedment depth

6' long Schedule 80 pipe with 5'

Flatten or point

" steel cable4

Wire rope clip (typ.)

Washer and double nut, cut bolt flush to nut after installation

Washer and double nut x 5" eye bolt with 1" inner diameter (typ.)"8

Drill for eye bolt eye bolt

Drill for shoulder

Edge of

10' flume section

Anchor (typ.)

Tapered inlet

Hinge point earth berms, see Note 2

Soil erosion control, Soil erosion control, earth berms

Tapered inlet

Downdrain flume-corrugated metal, 10' section

1:1, match SRE fill slope

Tapered inlet

" thick galv. bulkhead8

" flange16

Pipe stakes

Anchor assembly (typ.)

"2

4"

12"

4'

18"

"8

TAPERED INLET PIPE STAKE ANCHOR DETAIL

PLAN SECTION B-B

SECTION A-A PAY QUANTITY

Not to scale

NOTES:

Install pipe stakes between 1 and 5 feet from the flume.4.

stakes during construction of the SRE.

Coordinate with CO to install metal pipe sleeves to accept the pipe 3.

of the chute inlet. See Berm Detail, this Section.

Construct 10-foot long soil erosion control, earth berms on either side 2.

Adjust dimensions to fit field conditions, as approved by the CO.1.

1'

10' m a x

Flow

Flow

TAPERED INLET AND FLUME DOWNDRAIN

AA

B B

1:4

4'

18"

10"

(plan view), lnft Pay length

:3

J a n u a r y

D r a in a g e C h u te p w w o r k

\d

\i d r s r a o tc r o w n p ln c h u te

.d g n .d g n

DRAINAGE CHUTE

PROJECT

C.4

Construct soil erosion control, earth berms from backfill material see Typical Section - MP 2.40 and Drainage Chute sheets, this Section

Drainage chute and special rock embankment, 8"

TYPICAL BERM SECTION

200+39 to 200+49

200+25 to 200+35

Crown Point Trail

:5

D e c e m b e r

B

E R

M D

E T

IL

p w w o r k \d

\i d r s r a o tc r o w n p ln d e ta il .d g n

BERM DETAIL

PROJECT

C.5

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

23101 1042096.904 2545282.090 4835.134 44°31'32.022062"N 116°03'15.833646"W 4785.3911 0.999711897 5/8"ir w/fhwa alum cap 1.

23102 1042250.822 2545217.859 4848.248 44°31'33.539642"N 116°03'16.728206"W 4798.5061 0.999711282 5/8"ir w/fhwa alum cap

23201 1043028.937 2542654.476 4853.063 44°31'41.127651"N 116°03'52.154503"W 4803.3221 0.999711524 5/8"ir w/fhwa alum cap

23202 1043098.859 2542418.068 4852.571 44°31'41.809139"N 116°03'55.421728"W 4802.831 0.999711592 5/8"ir w/fhwa alum cap

23301 1044617.166 2542347.155 4853.874 44°31'56.799751"N 116°03'56.481629"W 4804.1327 0.999711543 5/8"ir w/fhwa alum cap 2.

23302 1044787.653 2542334.490 4853.955 44°31'58.482831"N 116°03'56.665579"W 4804.2136 0.999711542 5/8"ir w/fhwa alum cap

23401 1051150.214 2543223.293 4853.681 44°33'01.346923"N 116°03'44.731046"W 4803.9431 0.999711389 5/8"ir w/fhwa alum cap

23402 1051108.916 2543133.360 4838.579 44°33'00.935716"N 116°03'45.970817"W 4788.8403 0.999712127 5/8"ir w/fhwa alum cap

23501 1052368.096 2543190.298 4853.780 44°33'13.372254"N 116°03'45.251069"W 4804.0433 0.999711391 5/8"ir w/fhwa alum cap

23502 1052485.805 2543182.842 4865.178 44°33'14.534348"N 116°03'45.360265"W 4815.4415 0.999710847 5/8"ir w/fhwa alum cap

23601 1053310.353 2543127.528 4865.957 44°33'22.674662"N 116°03'46.167816"W 4816.2206 0.999710821 5/8"ir w/fhwa alum cap

23602 1053375.145 2543065.312 4861.157 44°33'23.312123"N 116°03'47.030514"W 4811.4209 0.999711061 5/8"ir w/fhwa alum cap

PIER1 1041805.151 2546552.289 4845.609 44°31'29.187344"N 116°02'58.285146"W 4795.8581 0.999711168 Concrete Pier

COORDINATE SYSTEM : Idaho West SPCS NAD83 2011 VERTICAL DATUM : Based on Safety of Dams Monitoring publishe elevation of 4845.609' for Pier1

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM :ID83/2011-WF NSRS11(NAD83/2011) Idaho, West Zone, US Foot

PROJECT :Crown Point Trail and Parking Area DATE OF FIELD WORK :August 2023 DATE OF FINAL ADJUSTMENT : August 29, 2023

PROJECT UNITS : US SURVEY FOOT

-J an -2

7:

A M

C

M yF ile s\

Pr oj ec ts \I

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D B

O R S

R

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T C R O

W N

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[I D

_B O

R _S

R

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_T C R O

W N

(1 si te s1 -6

_c on tr ol

-s he et .x ls x]

Sh ee t

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.

The published “Pier 1” elevation is 2.908 feet lower than an OPUS derived NAVD88 elevation of 4848.517.

PROJECT

D.1ID BOR SRAO TCROWN(1)

SHEET

SURVEY CONTROL

:1

J a n u a r y

P la n a n d P r o f il e T a b u la ti o n o f Q u a n ti ti p w w o r k

\d

\i d r s r a o tc r o w n p ln q ta b d

.d g n

OF QUANTITIES

PLAN AND PROFILE TABULATION

PROJECT

D.2

No Scale

D

C O

N S

T R

U C

T

IO

N

B E

G I N

P R

O J E

C T

.0

D f o r p la n a n d p r o f il e

S e e S e c ti o n C f o r t y p ic a l s e c ti o n s a n d S e c ti o

A I N t o

D r a in a g e i s s u e w it h d it c h r e e s ta b li s h m e n t

S it e M

P

.9

S e c ti o n f o r p la n a n d p r o f il e

S e e S e c ti o n C f o r t y p ic a l s e c ti o n s a n d t h is

B

A T t o

B

A T t o

B e a c h A c c e s s T r a il

S it e M

P

.3

.5 f o r p la n a n d p r o f il e a n d a d d it io n a l d e ta il s

S e e S e c ti o n

C f o r t y p ic a l s e c ti o n s a n d

S e c ti o

D

E m b a n k m e n t S

R E

S lo p e s ta b li z a ti o n r e p a ir w it h S p e c ia l R o k

A I N t o

S it e M

P

.4

S e e S e c ti o n

E f o r d e ta il s

T u r n o u t

S it e M

P

.1

D

C O

N S

T R

U C

T

IO

N

E N

D P

R O

J E

C T

M P

.7

M P

.0

M P

.0

M P

.5

M P

.5

S e e S e c ti o n E f o r d e ta il s

T u r n o u t

S it e M

P

.7 p e r m a n e n t tr a f f ic c o n tr o l p la n a n d p r o f il e a n d g r a d in g a d e S e c ti o n

E f o r t y p ic a l s e c ti o n p la r a il h e a d a n d p a r k in g a r e a

S it e M

P

.0 e S e c ti o n

G f o r d e ta il s

V a u lt t o il e t

S it e M

P

.2

:5

S e p te m b e r

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LINE GRAPH

PROJECT

NUMBER

D.3

:4

D e c e m b e r

T u r n o u ts a n d

P a r k in g

L o t Q u a n ti ty

T a b u la ti o p w w o r k

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QUANTITY TABULATIONS

TURNOUTS AND PARKING LOT

PROJECT

E.1

Edge of trail

Edge of turnout

Crown Point Trail

Existing ground

Existing ground

See C Sheets

Crown Point Trail typical section, Roadway aggregate, method 2, 6-inch compacted depth aggregate, 2-inch compacted depth

Stabilized aggregate surface course, imported depth, placed in one lift

Asphalt concrete pavement, type 1, 3-inch compacted 6-inch compacted depth

Roadway aggregate, method 2, Roadway reconditioning

LC

Profile grade limit stake

Slope stake limit

Slope

Existing ground

Edge of trail

Construction limit

Construction limit

No Scale

W

PLAN VIEW

TURNOUT TYPICAL SECTION

SECTION A-A

2%

W

A

A

L

1:

m ax

1:

m in.

Turf establishment Placing conserved topsoil (6-inch depth) Varies

S lo p e s ta k e l im it

:1

1:2 m ax.

1:20 m in.

1:

m ax

1:

m in

.0 m in

PARKING LOT TYPICAL SECTION

0+10.00 to 1+57.12

MP 0.00

Varies

Varies

1:

Turf establishment Placing conserved topsoil (2-inch depth) Varies

1:2

Turf establishment Placing conserved topsoil (2-inch depth) Varies and walkway to trail) Varies (parking stalls

(traveled way) Varies

(parking stalls) Varies

10' 10'

1:

2'

2'

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

FOOTNOTES:

See Parking Lot Cross Slope table, this sheet.[3]

See Plan and Profile sheet for width callouts, this section.[2]

See Turnouts table, this sheet.[1]

[1]

[1]

[1]

[2] [2] [2]

[3]

[3]

:1

D e c e m b e r

T u rn o u t

D e ta il a n d P a rk in g L o t

T y p ic a l

S e c ti p w w o r k

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LOT TYPICAL SECTION

TURNOUT DETAILS AND PARKING

PROJECT

E.2

"R2

" R8

PLAN VIEW

SECTION B-B SECTION A-A

1" R

"4 surface

Pavement "

See Note 4

#4 reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

1' 1'-6"1'1'-6"

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

1" R

1 surface

Pavement

"R2

2" "8

"4

"4

2"

"8

4"

"8

6' - 7'

' - 7

Wheelstop

W h e e lsto p

Varies obstructions as directed.

* Increase distance for wall or other

"2

HEAD-ON PARKING

ANGULAR PARKING

Edge of pavement

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

Stall lines

6" min.*

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

Edge of pavement

NOTES:

5.

4.

3.

2.

1.

725.13(a)(2) as shown.

Place grout conforming to Subsection

1 inch of ends of wheelstop.

Extend the reinforcing steel to within to Subsection 609.08.

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'

6' - 7'

"4

" elastomeric joint sealant2

See Note 5

1" grout

See Note 3

" elastomeric joint sealant2

See Note 5

1" grout

" R8

See Note 3

See Note 4

#4 reinforcing steel (typ.)

NO SCALE

APPROVED FOR USE

FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

CONCRETE WHEELSTOP

E609-03

05/2024

PROJECT

E.6

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

RESERVED

PARKING

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

RESERVED

RESERVED

PARKING

45 60 75 90 o o o o

25' 22' 20' 18.5'

9.3' 9.0'

CHART B

A A

SINGLE PARKING SPACE

HEAD-ON PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACE

ANGULAR PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACESINGLE PARKING SPACE

See Note 3

Install perpendicular curb ramp

" (typ

" (typ

(t yp

(t yp

See Note 3

Install perpendicular curb ramp

See Note 3

Install perpendicular curb ramp

Van accessible aisle

HEAD-ON PARKING

5' min.

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop

S e e N o te

W h e e lsto p

' m in

B

5' min.

11' min. 9' min.

2' (typ.)

6'' min.

See Note 2

Wheelstop

(See Note 6) space symbol (typ.)

Accessibility parking

.5

NOTES:

Top of existing ground striping (typ.)

4" solid white

4" solid white striping (typ.)

striping (typ.)

4" solid white

Sign post (typ.)

SIGN MOUNTING

H e ig h t*

* See Notes 4 and 5

6.

5.

4.

3.

2.

1.

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

CHART A

Spaces

Van-Accessible

Minimum Number of

1 to 25

26 to 50

51 to 75

76 to 100

101 to 150

151 to 200

201 to 300

301 to 400

401 to 500

501 to 1,000 Spaces

2% of Total Parking

Over 1,000 100 over 1,000

20 Plus 1 for each

Accessible Spaces

One out of every 6

Accessible Spaces

One out of every 6 of Accessible Spaces

Minimum Number

Angle (A)

Minimum Length of Stall (B)

Stall Width (C), Parallel to Aisle 12.7' 10.4'

11' min.

in Parking Facility

Total Parking Spaces

MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES*

Special Report 125 (Figure 6.2)".

* Chart B based on dimensions recommended in "Parking Principles, and "2015 ABA Standards (Table F208.2)".

Accessible Design Standard (Table 208.02)"

* Chart A based on "2010 ADA Standards for

5' min. walkway5' min. walkway

PARKING LAYOUT DIMENSIONS FOR 9-FOOT STALLS*

S e e N o te s p a c e s y m b o l

A c c e s s ib il it y p a r k in g

(See Note 6) space symbol

Accessibility parking

' m in

Van accessible aisle

See Note 3

Install perpendicular curb ramp

4" solid white striping (typ.)

See Note 6 space symbol (typ.)

Accessibility parking parking space symbol details.

Refer to Detail E634-01 for accessibility information.

latest edition, for additional sign mounting

Refer to Section 2A.15 of the MUTCD, height of 7 feet.

residential areas, provide a minimum sings installed in business, commercial, or provide a minimum height of 5 feet. For details. For signs installed in rural areas, Refer to Detail E633-01 for sign mounting for curb ramps details.

and the walkway. Refer to Standard 615-1 is located between the van accessible aisle

Install perpendicular curb ramp when curb recommendations.

according to the manufacturer's plastic and other types of wheelstops

Section 609 and Detail E609-03. Install

Install concrete wheelstops according to

(MUTCD), latest edition.

on Uniform Traffic Control Devices" markings in accordance with the "Manual

Install pavement striping and symbol

Van accessible aisle

Van accessible aisle

B '-7

'-7

6'-7' 6'-7' 6'-7'

6'-7'

9'

.5

'-7

.5

See Chart B See Chart B See Chart B m in w a lk w a y

5' min. walkway

B

(typ.)

6" min.

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

A

90 90

'-7

S e e N o te

W h e e lsto p striping (typ.)

4" solid white

B

A

C

ANGULAR PARKING

R7-8

R7-8

R7-8aP

R7-8

R7-8aP

R7-8

R7-8

R7-8aP

R7-8

R7-8aP

R7-8

R7-8aP

R7-8

NO SCALE

APPROVED FOR USE

FP-14

EFLHD DETAIL

:3

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

E634-05

06/2024

SIGNING IN PARKING AREAS

PAVEMENT MARKINGS AND

PROJECT

E.7

Type 2 OM

Type 3 OM

Type 3 OM

Type 2 OM

Protect in place

Existing fence

Protect in place

Existing fence

(protect in place)

Tie into existing fence existing slope (typ.)

Embed timber 2' min. into

Center swing gate

Center swing gate

Outer gate

Outer gate

Metal post

Metal post

Metal post

Metal post

Gate arm

Gate arm

NOTE:

5. Embed posts a minimum of 44 inches into the ground surface.

4. Gate posts consist of 6 inch x 6 inch Rectangular Hollow Section steel (RHS).

3. Gate frame consists of 4 inch x 2 inch Rectangular Hollow Section steel (RHS).

2. Steel members conform to AASHTO M 270, Grade 36 or higher.

1. Inside dimensions are minimum clear distances required to meet accessibility standards.

NO SCALE

Site MP 2.70

Site MP 0.00

Pay limits

7. Furnish object markers (OM) in accordance with the MUTCD.

dimensions of the proposed gate, including welds, prior to fabricating the gate.

6. Gate drawings are for information only, submit shop drawings showing all

Metal frame gate Timber kissing gate

Metal frame gate Timber kissing gate

Pay limits

:5 a n u a r y

G

A T

E D

E T

H E

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SHEET 1 OF 2

GATE DETAIL

PROJECT

E.8

32" Min.

60" diameter

Center swing gate turning space

Accessible

Outer gate

Outer gate

Center swing gate

Metal post

Metal post

Gate arm

Gate arm

48"

"2

48"

NO SCALE

the proposed gate, including welds, prior to fabricating the gate.

2. Gate drawings are for information only, submit shop drawings showing all dimensions of

1. Inside dimensions are minimum clear distances required to meet accessibility standards.

NOTE:

PLAN VIEW

ELEVATION VIEW

Varies12' Max.

M a x

M a x

PLAN VIEW

ELEVATION VIEW

M a x

36"

92"

72"36"

144" Varies

ELEVATION VIEW

ELEVATION VIEW

168" [1]

FOOTNOTE:

coordination with the CO.

Verify on-site conditions to determine dimension in existing slope. Coordinate with CO for on-site conditions.

Dimension is estimated. Embed timber 2' min. into

[2]

[1]

:5 a n u a r y

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A T

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H E

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SHEET 2 OF 2

GATE DETAIL

PROJECT

E.9

Bottom of sign single post installations of post. Omit notch for

Saw cut notch full width post�

See table for hole size post, parallel to sign face.

Field drill holes through

Backfill material

Same post size

Same post size

Same post size

Backfill material

Backfill material

Backfill material

" lock nut16

" oversized washer16

" outside dia.)4 1(1 " bolt16

" bolt thru the post8

NO SCALE

NOTE:

multiple sign installations.

- Dimensions of a rectangle enclosing all the signs for to back signs

- Overall dimensions of the sign for a single sign, or back For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil to fit field conditions.

clear zone.

post is vulnerable to being struck when placed outside the

Provide traffic barrier protection for all posts larger than

5.

4.

3.

2.

1.

oversized washer

POST DETAIL

SINGLE POST SIGNS TWO POST SIGNS

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

FOUR POST SIGNSTHREE POST SIGNS

SIGN INSTALLATION ANGLE

Direction of traffic flow

Long side of post

(See Post Selection table)

Notch depth (where required)

Finish ground line

W

V

.5

Y

Z ty p

D

H

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y of traveled way

Elevation at edge

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

W of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f s h o u ld e r

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

E d g e o f tr a v e le d w a y

Y V

0.6X0.2X 0.2X

H 2

H

.5

Y

Z ty p

D

V

0.15X0.35X0.35X0.15X

.5

Y

Z ty p

D

H ty p

D

H

W

W

V Y

H

H

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H2

H

H

MINIMUM DISTANCE TO SIGN

Location

WOOD POST SELECTION TABLE

SIZE

POST

a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ indicate overall post length. Select post lengths4 thru H1

H

6 x 8 inches when located within the clear zone or if the

" nonmetalic 16

For all retroflectorized signs where W > 25' to 12' max

X = 4' min

V may be reduced by 1 foot in rural districts for all around (typ)

3" minimum all around (typ)

3" minimum all around (typ)

3" minimum all around (typ)

3" minimum to 22' max

X = 14' min to 18' max

X = 10' min max

X = 5'

Offset (W) Lateral

Height (V) Mounting

Rural Districts

Residence Districts Business or from curb

NUMBER OF POSTS

1 2 3 4 D diameter and hole

Notch depth

2 ft

6 ft

7 ft

5 ft

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT(inch)

"4

"4

"2

WOOD POSTS

INSTALLATION

PERMANENT SIGN

633-7W

FP-24, FP-14

9/2024

WFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

E.10

:5 o v e m b e r

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

S o il E r o s io n a n d

S e d im e n t C o n tr l p w w o r k

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CONTROL

SOIL EROSION AND SEDIMENT

TABULATION OF QUANTITIES -

PROJECT

F.1

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Geotextile

Steel or wood post

Backfilled and compacted soil f o r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

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

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

4" min.

6" min. trench

DETAIL APPROVED FOR USE 10/2016

REVISED:

157-1W

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SILT FENCE

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.6

Se e N ote

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

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 functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

MODERATE GRADES

CHECK DAM

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

DETAIL APPROVED FOR USE 7/2016

REVISED:

157-15W

WFLHD DETAIL

:0 o v e m b e r

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.7

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

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

FIBER ROLL

(FT)

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

WFLHD DETAIL

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

157-21W

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.8

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S e p te m b e r

V a u lt

T o il b u la ti o n o f Q u a n ti ti p w w o r k

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TABULATION OF QUANTITIES

VAULT TOILET

PROJECT

G.1

C ro a:

Parking Lot

\_ End Road Work

Crown Point Trail/ Lake Way Intersection

N

- Road Worl< Ahead

Type III Barricade

� End Road Work _f

End Road Work

� '-- Road Work Ahead

I

PROJECT

ID BOR SRAO TCROWN(l)

Sign A

TYPE III BARRICADE

2'

/4 �

TRAIL

CLOSED

ROAD

WORK

AHEAD

SIGN A

END

ROAD WORK

ROAD WORK AHEAD

W20-1

END ROAD WORK

G20-2

36" X 36" 36" X 18"

SHEET

NUMBER

H.1

�r-----------------------------.-------------_J

NOTE:

1. All signs are required to meet MUTCD standards.

TEMPORARY TRAFFIC CONTROL

SIGNING PLAN

See post detail (typ.)

Breakaway holes

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" diameter4 1Attach sign panels with a minimum of two a minimum lateral distance of 1 ft behind the face of lateral offset of 2 ft may be used. In areas with curbs, 6" x 6" or larger.

Use 7 ft minimum spacing between posts for sign posts and 6 ft minimum mounting height for secondary sign.

use 7 ft minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

bolts per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

State standards may be used as an alternative if approved.

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

FP-24, FP-14

2/2024

FLH STANDARD

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J a n u a ry

S td

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-w o rk

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

H.2

idr-srao-tcrown1_gen-Vicinity Map.pdf