Auke-Road_Plans100_.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical 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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

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 mile post main line

M.P.

M.L.

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, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle pavement point of tangent, pressure treated point of spiral to tangent point of spiral to curve 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

A

M o v e m b e r

U

S C c m y fi le s p w p r o d u c ti o n d a k fs tn f0 a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2FS TNF 2(1)AK

expansion joint excavation edge of water, each way edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east

AUKE BAY

VILLAGE

AUKE

ALASKA

ALASKA

M e n d e n h a ll P e n in s u la

1.0

SCALE IN MILES

0.50 1.5 2.0

Lake

Auke

Area

Recreation

Lena Cove

Tower

CommTower

Microwave

Tower

Radio

Point Lena

Point Louise

Cape

Auke

M E

N D

E N

H A L L

L

O O

P

A u k e C re e k

W a y d e lia h C re e k

L a k e C re e k

M o n ta n a

C r e e k

Tee Harbor

LEN

A C

O V E

F A V O

R

IT

E C

H A N

N E L

ISLAND

COGHLAN

ISLAND

INDIAN

Point

Indian

ISLAND

SUEDIA

ALASKA

END PROJECT

BEGIN PROJECT

N

ALASKA

10 m iles

To Juneau

E= 1,692,523.024

N= 21,229,091.618

E= 1,695,790.567

N= 21,229,621.870

VICINITY MAP

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D m y fi le s p w p r o d u c ti o n d a k fs tn f0 a c .d g n

AK FS TNF 2(1)

P

J a n u a r y

J o r g e n d o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

AUKE RECREATION ROAD

103+00

AUKE RECREATION ROAD

138+50

NATIONAL FOREST

TONGASS

Sheet and Description

Section C Section D Section E Section F Section G Section H

Typical Section Turnout Plan Erosion Control Roadside Development

Temporary Traffic Control

Permanent 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 15701-0000 SOIL EROSION CONTROL(FILTER

ROCK) LPSM ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 50 50 100

A0160 20301-2400 REMOVAL OF SIGN EACH 4 1 5

A0180 20302-0700 REMOVAL OF FENCE LNFT 479 25 504

A0200 20315-0000 SAWCUTTING PAVEMENT LNFT 3,594 56 3,650

A0220 25125-0000 BOULDER EACH 30 2 32

A0240 25126-0000 REMOVE AND RESET BOULDER EACH 3 3

A0260 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 111 9 120

A0280 30303-2000 AGGREGATE SURFACE

RECONDITIONING SQYD 4,836 464 5,300

A0300 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,217 69 1,286

A0320 41201-0000 TACK COAT (GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H) TON 6 1 7

A0340 60901-0000 CURB, CONCRETE LNFT 23 23

A0360 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 39 39

A0380 61901-0000 FENCE (2 STEEL PIPE RAIL) LNFT 1,083 17 1,100

A0400 62011-5000 STONE MASONRY PILLAR (48-INCH

TALL) EACH 14 14

A0420 62301-0000 GENERAL LABOR HOUR 120 120

A0440 62502-0000 TURF ESTABLISHMENT SQYD 92 8 100

A0460 63302-0000 SIGN SYSTEM SQFT 37 3 40

A0480 63312-0000 SPEED HUMP EACH 6 6

A0500 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 14,200 700 14,900

A0520 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW, CENTER, DOUBLE

LINE) LNFT 13,980 720 14,700

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE, CROSSWALK) LNFT 600 30 630

-M ar -2

6:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Au ke -R oa d_

Es tim at e.

xl sx

]S he et SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.1FS TNF 2(1)AK

SHEET

NUMBER

Sheet and Description

Section C Section D Section E Section F Section G Section H

Typical Section Turnout Plan Erosion Control Roadside Development

Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE, LOADING ZONE

AND ADA STALL STRIPING) LNFT 4,230 170 4,400

A0580 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 4 4

A0600 63405-0855 PAVEMENT MARKINGS, TYPE B,

SPEED HUMP MARKINGS EACH 6 6

A0620 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 2 8

A0640 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 84 1 85

A0660 63701-0000 FIELD OFFICE EACH 1 1

A0680 63704-0000 VEHICLE EACH 1 1

A0700 64603-2100 FIXTURE, STAIRWAY (WOOD) EACH 2 2

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-M ar -2

6:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Au ke -R oa d_

Es tim at e.

xl sx

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2FS TNF 2(1)AK

NUMBER

PAVEMENT QUANTITIES

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

Q

U A

N T

B m y fi le s p w p r o d u c ti o n d a k fs tn f0 c a .d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

Existing ground

ROADWAY RECONDITIONING (RIGHT TURNOUT)

Existing ground

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

AUKE ROAD (RIGHT TURNOUT)

Tack coat (Grade CSS-1, CSS-1h, SS-1, or SS-1h)

FOOTNOTE:

Top of subgrade for locations

See sheets D.2 - D.4

2% - 4%

2% - 4%

TYPICAL SECTIONS

LC

1:

AUKE ROAD

1:2

PAVEMENT CONNECTION DETAIL

138+35 to 138+50

103+00 to 103+15

NO SCALE

Mainline

Match exist

Varies

Match exist

Varies

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

118+43.43 to 119+47.73

NOTE:

AUKE ROAD (LEFT TURNOUT)

103+15 to 138+35

1.

2%

1:

11'

11'

Existing ground

Sawcut pavement

Existing ground

Existing

Tack coat (Grade CSS-1, CSS-1h, SS-1, or SS-1h)

CSS-1h, SS-1, or SS-1h)

Tack coat (Grade CSS-1, Sawcut

Edge of existing pavement for locations

D.2 - D.4

See sheets

Edge of existing pavement, sawcut [1]to establish design cross slope

Place excess material in embankment

Edge of existing pavement

4'-0" Max.

1'-0"

[1]

[2]

[3]

4'-0" Max.

Varies - See Sheets D.2-D.4

15' (Pavement transition)

Native backfill

Top of subgrade

C.2

STATE PROJECT

NUMBER

SHEET

ty p ic a l s e c ti m y fi le s p w p r o d u c ti o n d a k fs tn f0 c b .d g n

AK FS TNF 2(1)

F e b r u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

Tack coat (Grade CSS-1, CSS-1h, SS-1, or SS-1h) lifts, first lift 2-inch, second lift 1-inch

3-inch compacted depth, place in two

Asphalt concrete pavement, type 1, lifts, first lift 2-inch, second lift 1-inch

3-inch compacted depth, place in two

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

Asphalt concrete pavement, 4-inch min. compacted depth

Roadway aggregate, method 1, Asphalt concrete pavement, type 1, 1-inch compacted depth

(1 :1 m a x

:1 .5

(1 :1 m a x

:1 .5

[4][2][1]Aggregate surface reconditioning

[4][3][2][1]4-inch min. compacted depth

Roadway aggregate, method 1, Compact according to section 302.

if needed.

Supplement exsiting aggregate according to section 302

Scarify remaining aggregate to a depth of 4-inches.

existing pavement edge and to design grade.

Remove existing aggregate 2-inches below top of

[4] method 1.

Utilize existing aggregate before adding roadway aggregate, QUANTITIES

TABULATION OF PLAN

D.1

STATE PROJECT

NUMBER

SHEET

Q

U A

N T m y fi le s p w p r o d u c ti o n d a k fs tn f0 d a .d g n

AK FS TNF 2(1)

D e c e m b e r

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

NOTE:

1. See Sheet D.5 for connection to stairway details.

T

.3

P C

.1

N48°51'20.55"E

P T

.3

N

N

103+00 to 115+00

TURNOUT PLAN

SCALE IN FEET

20 0 20 40

BEGIN PROJECT

E= 1,692,523.024

N= 21,229,091.618

NOTE:

See note 1

3 4

11 12

22 23

28 29

Construction limits

Construction limits

See note 1

See note 1

Line for reference only

Line for reference only

CP

CP

E=1,692,530.106

N=21,229,097.743

D

R= 2,350.00'

T= 431.85'

L= 854.18'

D

R= 935.98'

T= 156.11'

L= 309.36'

1. See Sheet D.5 for connection to stairway details.

FOOTNOTE:

Adjust elevations to match existing stairwell.[1]

(by others) be removed

Stairway to

% 4

AUKE RECREATION ROAD

103+00

D.2

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 d b .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

Auke Recreation Road

T

.3

P C

.4

P T

.9

P C

.8

N

N

115+00 to 130+00

TURNOUT PLAN

41 48 49

65 66

SCALE IN FEET

20 0 20 40

NOTE:

Construction limits

Construction limits

See note 1

Protect existing waterline

Line for reference only

Line for reference only

D

R= 1,236.72'

T= 250.07'

L= 493.49'

Curve= C1004

D

R= 2,250.00'

T= 470.09'

L= 926.84'

See note 2

See note 2Grade break, typ.

FOOTNOTE:

2. See Sheet D.5 for connection to path details.

1. See Sheet D.5 for connection to stairway details.

Midpoint of arc.[2]

Adjust elevations to match existing stairwell.[1]

V a r

1135'R

Grade break, typ.

V a r

V a r

V a r

V a r

V a r

4%

V a r

Sl. Var.

60 62

D.3

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 d c .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

P T

.6

P T

.6

N

N

88 89

90 91

SCALE IN FEET

20 0 20 40

E= 1,692,790.567

N= 21,229,621.870

END PROJECT

130+00 to 138+50

TURNOUT PLAN

NOTE:

Construction limits

Construction limits

See note 1

Line for reference only

D

R= 2,250.00'

T= 470.09'

L= 926.84'

Line for reference only

FOOTNOTE:

1. See Sheet D.5 for connection to stairway details.

Adjust elevations to match existing stairwell.[1]

AUKE RECREATION ROAD

138+50

D.4

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 d d .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

TURNOUT DETAILS

124+09

115+29

TURNOUT TO PATH CONNECTION DETAIL

NO SCALE

Edge of pavement

A

A

Existing stairs

6"x4" Concrete curb

3" Min.

Varies

3" compacted depth

Hot asphalt concrete pavement, Existing steps turnout

Edge of

6"x4" Concrete curb

Existing ground

3" compacted depth

Hot asphalt concrete pavement, Existing paved walkway existing paved walkway

Warp pavement to match turnout

Edge of

TURNOUT TO STAIR CONNECTION DETAIL

SECTION A-A

D.5

STATE PROJECT

NUMBER

SHEET

D e s ig n c m y fi le s p w p r o d u c ti o n d a k fs tn f0 d e .d g n

AK FS TNF 2(1)

F e b r u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

NOTE:

TURNOUT TO STAIR CONNECTION DETAIL

PLAN

adding roadway aggregate, method 1.

Utilize available aggregate reconditioning material before 1.131+56

127+72

110+97

109+10

106+63

4" min. compacted depth

Roadway aggregate, method 1, 4" min. compacted depth

Roadway aggregate, method 1, Pavement to match curb

Converted to WFLHD Format May 2016

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

4 21229300.667 1692795.934 58.910 CP SPIKE

27 21229753.705 1693479.271 51.530 CP NAIL

PROJECT : Auke Recreational Roadway FIELD WORK : Done by DJ&A for USFS DATE OF FINAL DRAFTING : May 2016

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed EPOCH DATE : Unknown VERTICAL DATUM : Assumed

PROJECT COORDINATES

STATE PROJECT

FS TNF 2(1) D.6AK

c:

\m yf ile s\ pw _p ro du ct io n\ d0

A uk e C on tr ol

S he et .x ls x]

Sh ee t 9-

N ov

-2

:5

D J&

A

L.

G ob le 5/

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

CONTROL QUANTITIES

TABULATION OF EROSION

Location is approximate, field adjust as approved by the CO.[1]

FOOTNOTE:

E.1

STATE PROJECT

NUMBER

SHEET

Q

U A

N T m y fi le s p w p r o d u c ti o n d a k fs tn f0 e a .d g n

AK FS TNF 2(1)

o v e m b e r

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

N

N

Point Louisa

Rd

SCALE IN FEET

20 0 20 40

100+00 to 115+00

EROSION CONTROL PLAN

Edge of existing pavement

Surface flow directions

Fiber Roll

LEGEND:

50' Vegitative buffer

50' Vegitative buffer

Auke Recreation Road

Auke Recreation Road

E.2

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 e b .d g n

AK FS TNF 2(1)

M a r c h

B U

R K

E

C h e c k e d b y

D e s ig n e d b

45 4

N

N

Install fiber roll, typ.

SCALE IN FEET

20 0 20 40 115+00 to 130+00

EROSION CONTROL PLAN

Edge of existing pavement

Surface flow directions

Fiber Roll

LEGEND:

E.5 for details

See sheet

Filter rock

50' Vegitative buffer

Install fiber roll, typ.

50' Vegitative buffer

15'15'

Auke Recreation Rd

Auke Recreation Rd

E.3

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 e c .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

45 45

N

N

SCALE IN FEET

20 0 20 40 130+00 to 138+50

EROSION CONTROL PLAN

Edge of existing pavement

Surface flow directions

Fiber Roll

LEGEND:

D.5 for details

See sheet

Filter rock

50' Vegitative buffer

50' Vegitative buffer

Auke Recreation Rd

Auke Recreation Rd

E.4

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 e d .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

NO SCALE

Edge of pavement

Existing stairs

M a x

2' Min.

6"x4" Concrete curb

3" Min.6

E.5

STATE PROJECT

NUMBER

SHEET

D e s ig n c m y fi le s p w p r o d u c ti o n d a k fs tn f0 e e .d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

A

A

Varies

3" compacted depth

Hot asphalt concrete pavement, Existing ground

SECTION A-A

Filter rock, hand placed adding roadway aggregate, method 1.

1. Utilize available aggregate reconditioning material before

NOTE:

FILTER ROCK DETAIL

Filter rock, hand placed needed to stabilize

Entrench rocks as

(in background)

Existing steps

DETAILS

EROSION CONTROL

4" min. compacted depth

Roadway aggregate, method 1, DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

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

NO SCALE

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

D ire c tio n o f ru n o ff 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

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS TNF 2(1)AK

U S

C c m y fi le s p w p r o d u c ti o n d a k fs tn f0 e f.

d g n

J a n u a r y

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W629-1

6"

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

12" spacing

6" overlap

6" (m in.)

4" (min.)

' (m ax.) c-c

3'

12" (max.) c-c

12" (max.) c-c

12" (max.) c-c

NO SCALE

Erosion control blanket

Flow edge overlap see N ote 1

S tap le sp acin g

Staples @

Staples @

Se e

Not e

Pr ev ai lin g wi nd

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS TNF 2(1) AK

U S

C c m y fi le s p w p r o d u c ti o n d a k fs tn f0 e g .d g n

J a n u a r y

6 x 6" Trench

6 x 6" Trench

12" spacing

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

2.

1.

Staple (typ.)

Shingle splice, see Detail C of slope, see Detail A

Anchor trench at top

Staple

Staple

Compacted native soil control blanket

Erosion

Compacted native soil

Toe of slope

PERSPECTIVE VIEW

SHINGLE SPLICE

DETAIL C

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

Blanket edge

Blanket ends

Slope stake

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

NOTE:

of slope, see Detail B

Anchor trench at toe

Erosion control blanket

DEVELOPMENT QUANTITIES

TABULATION OF ROADSIDE

Location is approximate, field adjust as approved by the CO.[1]

FOOTNOTE:

F.1

STATE PROJECT

NUMBER

SHEET

Q

U A

N T m y fi le s p w p r o d u c ti o n d a k fs tn f0 fa .d g n

AK FS TNF 2(1)

J a n u a r y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b

W

W

W

N

N

NOTE:

SCALE IN FEET

20 0 20 40

1 2

Removal of fence (15 LNFT)

106+47 to 106+61

(13 LNFT)

Removal of fence

106+67 to 106+79

(181 LNFT)

Removal of fence

109+13 to 110+93

(110 LNFT)

Removal of fence

110+99 to 112+06

(88 LNFT)

Removal of fence

108+19 to 109+08

20 21

103+00 TO 115+00

ROADSIDE DEVELOPMENT PLAN

Protect existing waterline

1. See Sheet F.5 for fence and boulder details.

Line for reference only

Line for reference only trails as directed by CO.

Turf Establishment in informal

107+85 trails as directed by CO.

Turf Establishment in informal

110+10 directed by CO.

in informal trails as

Turf Establishment

112+00 directed by CO.

in informal trails as

Turf Establishment

112+70

F.2

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 fb .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

Auke Recreation Rd

W1

W

W

N

N

NOTE:

SCALE IN FEET

20 0 20 40 as directed by CO

Place boulders

121+75 to 122+70

(72 LNFT)

Removal of fence

121+93 to 122+66 as directed by CO

Place boulders

124+20 to 124+50

26 27 29

115+00 TO 130+00

ROADSIDE DEVELOPMENT PLAN

as directed by CO

Place boulders

123+00 to 123+10

See sheet F.6 for details

Slope repair

2. See Sheet F.6 for curb details.

1. See Sheet F.5 for fence and boulder details.

Curb, asphalt, 4-inch depth

127+79.12, 23.84' Rt.

Curb, asphalt, 4-inch depth

128+16.78, 30.95' Rt.

Curb, asphalt, 4-inch depth

127+90.37, 24.24' Rt.

Line for reference only

Line for reference only directed by CO

Place boulders as

115+40 to 115+65

See sheet F.6 for details

Fixture, stairway wood

129+80 - 130+00 directed by CO.

in informal trails as

Turf Establishment

126+00

F.3

STATE PROJECT

NUMBER

SHEET

D e s ig n c m y fi le s p w p r o d u c ti o n d a k fs tn f0 fc .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

Auke Recreation Rd

Auke Recreation Rd as directed by CO

Turf establisment

127+80 - 127+90

W

N

NOTE:

SCALE IN FEET

20 0 20 40

33 35

38 39

130+00 TO 137+00

ROADSIDE DEVELOPMENT PLAN

1. See Sheet F.5 for fence and boulder details.

water meter

Protect existing

Line for reference only as directed by CO.

Remove and reset boulders

130+00 - 130+20

See sheet F.5 for details

Install end rail

Auke Recreation Rd

F.4

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 fd .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

" 1

1'-8" ELEVATION

PLAN

RAIL CONNECTION DETAIL

PLAN

Wood post, typ.

LAYOUT PLAN

End post

Slope to match grade

Concrete

Concrete stairs

Existing drain to

Grade

2' to 3' m in

Varies

Varies

BOULDER DETAIL

pavement

Edge of

8"x 8" P.T. Wood post, typ.

8"x8" P.T. Wood post, typ.

NOTE:

1' Min.

3" OD Galv. pipe rail, typ.

Existing ground

SHEET 1 OF 3

ROADSIDE DETAILS

fabricating before

Verify angle

2"12"2"

2"24"2"

28"

16"

C lr

Clr.

2" capstone

Concrete capstone

Concrete

#4 Stirrup

#4 Hook, place to avoid openings

Stone masonry pillar

REINFORCEMENT

STONE MASONRY PILLAR

STONE MASONRY PILLAR

Concrete core

Concrete base veneer. See note 4

Stone masonry

28" eachway

3-#4 @ 12" o.c.

concrete core

Reinforeced

Native material

Stone masonry pillar, typ.

3" OD Galv. pipe rail

3" OD Galv. pipe rail

40 galv. steel pipe

" OD schedule2

6"

1"

1" Chamfer

8"x8" P.T. Wood post, typ.

3"

"4

40 galv. steel pipe

" OD schedule2

" dia. holes, typ.2 1in

"x 3" Galv. lag bolts8

Galv. plate

" 4 16"x 6"x

Proposed grade

1'-6" pillar

Stone masonry

R

"4

"4

10'-0" Max.

10'-0" (typ.)

end rail, Point No. 32 only

" OD Galv. pipe2 1Install 1

6"

1'-8"

Concrete core

#4 Stirrup, typ.

#4 Hook, typ.

galv. steel pipe

4" OD schedule 40 galv. steel pipe

4" OD schedule 40

F.5

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d a k fs tn f0 fe .d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y for details

See sheet H.7

Sign mount structure as approved by CO.

the existing stone masonry pattern at the beach shelter

3. Provide stones and construct stone masonry pattern to match unless otherwise noted.

2. All fasteners and hardware shall be hot-dipped galvanized,

1. Stone masonry pillar may be either precast or cast-in-place.

SECTION B-B

10'-0" Max.

Remove existing log

5'-6"

9'-0"

12'-0"

15'-0"

18'-0"

B

B

A

A typ.

1'-0" bar, typ.

Reinforcing

#5x24" ground

Existing

2%, typ.

ty p

2'-0", typ.

near 130+00

Existing stairs near 130+00

Existing stairs

1. Location of steps are approximate, field adjust as approved by CO.

of pavement

Proposed edge

SECTION A-A

Remove existing log

Existing ground 3" compacted depth

Asphalt concrete pavement, 1"

Asphalt curb

6"

R

Compacted native material

Compacted native material

See Sheet F.3 for locations

Curb, asphalt, 4-inch depth

See Sheet F.5 for details

Proposed fence See Sheet F.5 for details

Proposed fence timber steps, typ.

8-inch x 6-inch

Posts, wood, timber steps, typ.

8-inch x 6-inch

Posts, wood, #5x24" Reinforcing bar, typ.

PLAN - SLOPE REPAIR

SHEET 2 OF 3

ROADSIDE DETAILS

See Sheet F.3 for locations

Curb, asphalt, 4-inch depth

ASPHALT CURB DETAIL

PLAN - STAIRWAY

See Sheet F.5 for details

Proposed fence

Matting fastener

Crushed aggregate

Tack coat

F.6

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d a k fs tn f0 ff .d g n

AK FS TNF 2(1)

F e b r u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y slope hinge

Existing of graveledge

Proposed

Roadway aggregate, method 1

1'-0" establishment incedental to turf matting, type 3.A

Rolled erosion control

1. Location of steps are approximate, field adjust as approved by CO.

F.7

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d a k fs tn f0 fg .d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

SHEET 3 OF 3

ROADSIDE DETAILS

PLAN - STAIRWAY

SECTION A-A

Typ.

2'-0"

6"x6" P.T., Typ.

bolts with 2" washer, typ.

"x12" Galv. Lag8

6"

2'-3" post foundation, typ.

Trim to avoid

6"x6" P.T., Typ.

A A bolts with 2" washer, typ.

"x12" Galv. Lag8 ty p

2%

'-3

"1 '-7

Existing ground

Crushed aggregate typ.

2'-0" to be removed Existing stair

56 57

4'-4"

Fence point No. 3 point No. 4

Fence

7 5 flush with top of step, typ.

Place crushed aggregate

#5x24" reinforcing bar, typ.

TEMPORARY TRAFFIC CONTROL

TABULATION OF

G.1

STATE PROJECT

NUMBER

SHEET

Q

U A

N T m y fi le s p w p r o d u c ti o n d a k fs tn f0 g a .d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

ROAD

CLOSED

Glacier Hwy (SR7)

P o in t lo u is a R d

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

2 - Type III barricades

(Mounted on barricade)

30"x48"

R11-2

NO SCALE

Work zone

N

AUKE BAY

ROAD CLOSURE

TRAFFIC CONTROL

TEMPORARY

CLOSED

ROAD

1 MILE

36"x36"

W20-3

CLOSED

ROAD

1000 FT

36"x36"

W20-3

Loop Rd

Point Lena

Ju ne au To sign to remain

Village Campground"

Existing "Auke

CLOSED

ROAD

1000 FT

36"x36"

W20-3

CLOSED

ROAD

500 FT

36"x36"

W20-3

DETOUR

30"x60"

M4-10R

30"x60"

R11-4

See Detail A barricade

Type III

Glaci er Hwy (SR7)

DETAIL A

CLOSED

ROAD

500 FT

36"x36"

W20-3 barricades

2 - Type III

30"x48"

R11-2

C o v e

T o L e n a barricade)

(Mounted on barricade)

(Mounted on barricade)

(Mounted on

"Recreation Area" text.

Cover picnic symbol and

Auke Village sign to remain.

picnic symbol and "Recreation Area" text.

Auke Village sign to remain. Cover

Auke Recreation Road

G.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

M y F il e s p w p r o d u c ti o n d a k fs tn f0 g b .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

6" x 6" or larger.

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

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

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

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS TNF 2(1) AK

U S

C c m y fi le s p w p r o d u c ti o n d a k fs tn f0 g c .d g n o v e m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

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.

per post.

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

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

SHEET 1 OF 2

H.1

STATE PROJECT

NUMBER

SHEET

Q

U A

N T m y fi le s p w p r o d u c ti o n d a k fs tn f0 p a .d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF

PERMANENT TRAFFIC CONTROL

TABULATION OF

SHEET 2 OF 2

H.2

STATE PROJECT

NUMBER

SHEET

Q

U A

N T m y fi le s p w p r o d u c ti o n d a k fs tn f0 p b .d g n

AK FS TNF 2(1)

F e b r u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

N

N

Point Louisa

Rd

100+00 TO 115+00

CONTROL PLAN

PERMANENT TRAFFIC

Pavement markings, type B, solid yellow double centerline

Pavement markings, type B, solid yellow double centerline

Pavement markings, type B, solid white line

Pavement markings, type B, solid white line

Pavement markings, type B, solid white line

Pavement markings, type B, solid white line

106+38

Remove sign

R7-6

R7-6

R7-6

R7-6

NOTE:

W17-1

103+00

Install sign system

W13-1P

Match existing

103+00

NO

PARKING

LOADING

ZONE

NO

PARKING

LOADING

ZONE

NO

PARKING

LOADING

ZONE

NO

PARKING

LOADING

ZONE

MPH

SPEED

HUMP

104+50

Install speed hump

See Sheet H.6 for details

SCALE IN FEET

20 0 20 40

109+10

Install speed hump

See Sheet H.6 for details

10.5'

10.5'

10.5'

10.5'

10.5'

10.5'

Speed hump advanced warning markings

See sheet H.6 for details

Speed hump advanced warning markings

See sheet H.6 for details

1. See sheet H.6 for details.

106+12[1]

Install sign system

FOOTNOTE:

Mount to masonry pillar, See sheet H.7 for details.[1]

106+59[1]

Install sign system

109+05[1]

Install sign system

110+87[1]

Install sign system

See Note 1

Loading zone

106+53 - 106+73 See note 1

Loading zone

106+08 - 106+28

See Note 1

Loading zone

110+86 - 111+06

See Note 1

Loading zone

109+01 - 109+21

H.3

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 p c .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

O r W ith in ' o f P a v e n m e n t S ig n

N o P a rk in g O n P a v e m e n t

N

N

115+00 TO 130+00

CONTROL PLAN

PERMANENT TRAFFIC

Pavement markings, type B, solid white line

Pavement markings, type B, solid yellow double centerline

Pavement markings, type B, solid white line

NOTE:

R7-8

123+87 Install sign system

124+05 Install sign system

R7-6

124+31 Install sign system

R7-8

R7-6

129+94 Install sign system

R7-6

115+23 Install sign system

R7-6

115+61 Install sign system

R7-8

115+81 Install sign system

R7-8

Pavement markings, type B, solid yellow double centerline

Pavement markings, type B, solid white line

Pavement markings, type B, solid white line

122+46

Remove sign

116+86

Remove sign

119+67 Pavement markings, type B, solid white crosswalk.

See Sheet H.6 for details

NO

PARKING

LOADING

ZONE

RESERVED

PARKING

RESERVED

PARKING

NO

PARKING

LOADING

ZONE

NO

PARKING

LOADING

ZONE

RESERVED

PARKING

NO

PARKING

LOADING

ZONE

RESERVED

PARKING

117+50

Install speed hump.

See Sheet H.6 for details See Sheet H.6 for details

Install speed hump.

121+50

SCALE IN FEET

20 0 20 40

See Sheet H.6 for details

Install speed hump.

127+72

10.5'

10.5'

10.5'

10.5'

10.5'

10.5' 10.5'

10.5'

Speed hump advanced warning markings

See Sheet H.6 for details, typ.

Speed hump advanced warning markings

See Sheet H.6 for details

See Note 1

Accessible parking.

123+71 - 123+91

See Note 1

Accessible parking

124+20 - 124+40

Stairway to be removed

(by others)

1. See sheet H.6 for details.

127+69[1]

Install sign system

FOOTNOTE:

Mount to masonry pillar, See sheet H.7 for details.[1]

See Note 1

Accessible parking

115+51 - 115+71

See Note 1

Loading zone

115+19 - 115+39

See Note 1

Loading zone

129+85 - 130+05

See Note 1

Loading zone

127+62 - 127+82

See Note 1

Loading zone

124+00 - 124+20

H.4

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 p d .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y

N

N

130+00 TO 140+00

CONTROL PLAN

PERMANENT TRAFFIC

Pavement markings, type B, solid white line

Pavement markings, type B, solid white line

Pavement markings, type B, solid yellow double centerline

Pavement markings, type B, solid yellow double centerline

R7-6

NOTE:

type B, solid white line

Pavement markings, type B, solid white line

Pavement markings, 138+50 Match existing

Remove sign

130+36

NO

PARKING

LOADING

ZONE

W13-1P

W17-1

137+24

Install sign system

SPEED

HUMP

MPH

SCALE IN FEET

20 0 20 40

135+50

Install speed hump.

See Sheet H.6 for details

10.5'

10.5' 10.5'

10.5'

10.5'

10.5'

Speed hump advanced warning markings

See Sheet H.6 for details

1. See sheet H.6 for details.

131+53[1]

Install sign system

FOOTNOTE:

Mount to masonry pillar, See sheet H.7 for details.[1]

See Note 1

Loading zone

131+46 - 131+66

H.5

STATE PROJECT

NUMBER

SHEET

D e s ig n

C

M y F il e s p w p r o d u c ti o n d a k fs tn f0 p e .d g n

AK FS TNF 2(1)

M a r c h

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y type B, solid white

Pavement markings, Edge line

20'

Edge line

" (ty p

45°

CROSSWALK DETAIL

LOAD ZONE DETAIL

ACCESSIBLE PARKING DETAIL

45°

Edge of pavement

V a r ie s

20' or 24' o f tr a v e l la n e

C e n te r li n e c e n te r li n e

S tr e e t o f tr a v e l la n e

C e n te r li n e

Varies 2' p a v e m e n t

E d g e o f

1'1' 1' 1' 1' 1' 1'1'1'1'1'1'2'

6' 6'

14'

.0 (m in /4 (m a x

.9

.7

.3

.7

.9

.7

.3

.7

.0 " (m in .)/4

" (m a x

A

A p a v e m e n t

E d g e o f

2'

.9 (m in .)0

.9 "(m in

C e n te r in l a n e

12" Spacing

6'

HUMP LEGEND

TRIANGLE SPEED

SPEED HUMP DETAIL

12"

PLAN

NO SCALE

CL

CENTERLINE DETAIL

LC of travel lane

8'

7'

6'

5'

4'

3'

2'

1'

MARKINGS

ADVANCE WARNING

SPEED HUMP

DETAILS

TRAFFIC CONTROL

PERMANENT

Leading edge of speed hump type B, solid white (typ.)

Pavement markings, type B, solid white (typ.)

Pavement markings, type B, solid white (typ.)

Pavement markings, ty p

3'1.5'

Asphalt concrete pavement type B, solid white

Pavement markings, SECTION A-A

2' 3'

LC Roadway

1'

10.5'

H.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k fs tn f0 p f.

d g n

AK FS TNF 2(1)

J a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b

SIGN BRACING PLACEMENT

TUBE POST SIGN BRACING

DETAIL OF BRACE SLOT

< 30" No bracing required and use square tube predrilled mounting holes in panel

** Position of brace may be varied to match

Use three braces when H ≥ 48" Use two braces when 18"≤ H ≤ 48" *** Use one brace when H ≤ 18"

48"

42"

36"

30"

TWO POST

48"

42"

36"

36"

30"

24"

42"

36"

30"

24"

W

W

W

H

H

H

"2

2"

"4

EFFECTIVE BRACE LENGTH

WIDTH (W)

SIGN

WARNING OTHERYIELD

Brace slot

* 2"Ø wind washer

Nylon washer

Stainless steel washer

" Galvanized bolt2 1' x 38 hot dip galvanized brace

" Flat steel2 1" x 116

Nylon locking nut

Stainless steel flat washer

Nylon washer (typ.)

Stainless steel washer

' x 1" Galvanized bolt8

Nylon locking nut

Stainless steel flat washer

PLAN VIEW

Effective brace length and washers will miss the sign legend

* Adjust location of bracing so that bolts

ELEVATION VIEW

CONCRETE FOUNDATION

SLEEVE TYPE

SOIL EMBEDMENT

SLEEVE TYPE

and flat washer

"Ø Bolt, nut8 conform to slope

" Crown or2

E m b e d m e n t

P.S.T. Stub

Cover end to keep sleeve clear

12" m in

PERFORATED STEEL TUBES (P.S.T.) POSTS

PERFORATED STEEL TUBES (P.S.T.)

12 ga. - 0.105" Wall thickness

(Inch)

POST SIZE

DEPTH

EMBEDMENT

WITHIN 7 FT PATH

NO. of P.S.T.s PERMITTED

4'-6"

4'-0"

3'-6"

3-"0"

3'-0"

" PST applications.2 1" x 22

1" Stub for 216 3* Use 3"x 3"x

SIGN DETAILS

"2 1" x 22

"4 1' x 24

2" x 2"

"4 3" x 14

"2 1" x 12

1 1

PLAN VIEW

1"Ø wind washer

Nylon washer

Stainless steel washer

" Galvanized U-bolt2 1" x 34

SECTION VIEW

3" OD fence rail

Sign Sign

H.7

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d a k fs tn f0 p g .d g n

AK FS TNF 2(1)

a n u a r y

J o r g e n s

B u r k e

C h e c k e d b y

D e s ig n e d b y capstone

Concrete

See sheet F.5 for details

Stone masonry pillar

Sign

MASONRY PILLAR

SIGN MOUNTING TO

washer and 1"Ø wind washer with stainless steel washer, nylon

" x 1" Galvanized bolts4 1(2) nut and washer anchor bolt with galvanized

" x 1" Stainless steel4 1(2)

"x12"4 1L1"x1"x

FENCE RAIL

SIGN MOUNTING TO

W634-1

REVISED: 11/2006 10/2007

DETAIL APPROVED FOR USE 3/2003

WESTERN FEDERAL LANDS HIGHWAY DIVISION

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

.5

.5

14"12"14"

12"30"30"

33"

R

R

12"30"30"

.7

.7

33"

R

14"

6.75'

4" Typical

4" Minimum

T y p

4" Minimum

4" Typical

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

7'

9.75'8'

6'

R

T y p

SQFT

M in im u m

6" R

SYMBOLS AND WORDS

PAVEMENT MARKINGS

3" Minimum

9" R

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance

3.

2.

1.

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREASLANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

NO SCALE

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

8"

27"

27"

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS TNF 2(1)AK

U S

C c m y fi le s p w p r o d u c ti o n d a k fs tn f0 p h .d g n o v e m b e r

45"

3"R

3"R

3"R

24" Minimum