AK_FS_CNF_1015(1)_Plans_100_.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

AK FS CNF 1015(1)

CAMPGROUND ACCESS PHASE 1

RUSSIAN RIVER

SCALE IN MILES

0 2 4 62 1

CEAN

OCITCRA

i r e B n g ea S

PACIFIC OCEAN

Gulf of A la k a s

Dillingham

Bethel ANCHORAGE

Homer

King Salmon

Kodiak

Valdez

Tok YUKON

WHITEHORSE

JUNEAU

Unalaska

Kotzebue

Nome

FAIRBANKS

Barrow

S

IB

E R

IA

C A

N A

D A

U N I T

E D S

T A

T E S

BC

PARK

NATIONAL

DENALI

NAT'L PARK

ST. ELIAS

WRANGELL-

NAT'L PARK

LAKE CLARK

N.P.

FJORDS

KENAI

NAT'L PARK

THE ARCTIC

GATES OF

N.P.

VALLEY

KOBUK

PRESERVE

KATMAI N.P.

NAT'L PARK

GLACIER BAY

ALASKA KEY MAP

k u

Y o n

R

UNI

TE

D

STATE

S

RUSS

IA

N

LAKE

RUSSIAN

UPPER

LAKE

COOPER

KENAI LAKE

LAKE

GRANT

TRAIL LAKE

UPPER

K E

N A I N

A T

IO

N A

L

M O

O S

E

R

A N

G E

B

O U

N D

A R

Y

F O R E S T

N A T I O N A L

C H U G A C H

LAKE

TROUT

LAKE

JUNEAU

LAKE

CARTER

Scenic Byw ay

Highway

Sterling Hig hway

KENAI

RIVER

Island

Porcupine

Lakeview

Mountain

Sleeping Sister

Adair

Mount

Lake

Vogt

St er lin g

LAKE

KENAI

Mile 40 Pit

Mountain

Wrong

Rock Source

See Sheet A.4 for Vicinity Map

PROJECT LOCATION

Sew ard Highw ay

Airport

Quartz Creek

ALASKA

KENAI PENINSULA BOROUGH

CHUGACH NATIONAL FOREST

R. JOHNSON

e (max)

V

ADT (2035)

ADT (2015)

0.040

20 MPH

<400

<400

DATE

DATE

DATE

APPROVED:

See Sheet A.2 for Index to Sheets

LENGTH 0.49 MILES

Paving, grading, and entrance station

U.S. Forest Service

Regional Director of Recreation

U.S. Forest Service

Regional Director of Engineering

A.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a k f-c n r f1 a a .d g n

AK FS CNF 1015(1)

S e p te m b e r

K

H A

R R I S

N

B

S T

O K

E S

C h e c k e d b y

D e s ig n e d b y

Western Federal Lands Highway Division

Chief of Engineering, /s/ James King

/s/ Sam Carlson

11/21/16

11/21/16

/s/ Robert B. Lale III 9/07/16

INDEX TO SHEETS

INDEX TO SHEETS INDEX TO SHEETS

RESERVED

EROSION CONTROL STANDARD DETAILS

EROSION AND SEDIMENT CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

PARKING LOT LAYOUT INFORMATION

PLAN AND PROFILE

TABULATION OF PARKING AREA QUANTITIES

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL CROSS SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

PROJECT SITE PLAN

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

G. DRAINAGE

F. EROSION CONTROL

E. APPROACH ROADS AND PARKING AREAS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

G.1

F.3

F.2

F.1

E.3

E.2

E.1

D.5

D.2-4

D.1

C.2-4

C.1

B.1-3

A.5

A.4

A.3

A.2

A.1

J. ROADSIDE DEVELOPMENT

I. PERMANENT TRAFFIC CONTROL PLAN

H. TEMPORARY TRAFFIC CONTROL PLAN

CONCRETE WHEELSTOP DETAIL

ENTRANCE STATION DETAILS

ENTRANCE STATION LAYOUT

GENERAL NOTES

QUANTITIES

TABULATION OF ROADSIDE DEVELOPMENT

DRAWINGS

PERMANENT TRAFFIC CONTROL STANDARD

DETAILS

PERMANENT TRAFFIC CONTROL SPECIAL SIGN

SIGNING AND PAVEMENT MARKING PLAN

SIGN SYSTEMS

TABULATION OF PERMANENT TRAFFIC CONTROL

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

DRAWINGS

TEMPORARY TRAFFIC CONTROL STANDARD

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

J.15

J.4-14

J.3

J.2

J.1

I.8-9

I.6

I.3-5

I.2

I.1

H.2-4

H.1

A.2

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 f-c n r f1 a b .d g n

AK FS CNF 1015(1)

u g u s t

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

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

pavement point of tangent 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 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

O c to b e r

U

C m y fi le s p w p r o d u c ti o n d a k f-c n r f1 a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 FS CNF 1015(1) AK

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

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

Fiber Roll or Wattle

RESURREC

T I O

N

Quartz Creek

Landing Strip

16 Miles t o rock res ources

H a n n is fo rd D r.

d

R yrre b e n a

B

.t

C sll a F niwT yaW ta l ko

T

Upper Trails Ct.

VICINITY MAP

SCALE IN MILES

N

SCALE IN MILES

0 1 21

Cooper Landing

Moose Pass

Area

Wildlife Viewing

Guard Station Broadview

K

EN

AI

LA

K E

SCALE IN MILES

IANEK

REVI

R

Sterling Highway

Bend

Schooner ya wy

B ci ne cS

Distance from Project to Rock Source is approximately 16 miles.

1 4

Mountain

Right

Moose Pass

Mountain

Wrong

Trail

Carter Lake ya wh gi H dr a we S

Scenic Byway

Lake

Tern

Channel

Fish

Creek

Daves

Crescent Creek

Creek Trail

Crescent

STE

RLI

NG

H

IG

H W

A Y

Quartz Creek

HIGHWAY

STERLING

S S

A P Bean Creek

Creek Trail

Bean

KENAI RIVER

FS Weather Station

Creek

Quartz

To Sterling, AK

30 Miles

To Sew ard, AK

34 M iles

ROCK SOURCE

MP 35

I Line

L Line

O Line

PROJECT LOCATION

Project Site Plan

See Sheet A.5 for

A.4

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 f-c n r f1 a d .d g n

AK FS CNF 1015(1)

P

F e b r u a r y

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

ROCK SOURCE

MP 33

y a wh gi

H dr awe S

Crescent Lake

EL. 4400

Mountain

Cecil Rhode

UP

UPT

EM

N

15010050025

Scale in feet

75 50

STERLING HIGHWAY

e niL

O

3- 2.

D st e e h

S e e eniL I e ni L

L

2.

E t e e h S e e

S e ni

L O

3- 2.

D st e e h S e e

S

PHASE 1

RUSSIAN RIVER CAMPGROUND

AK FS CNF 1015(1)

BEGIN PROJECT

PHASE 1

RUSSIAN RIVER CAMPGROUND

AK FS CNF 1015(1)

END PROJECT

PROJECT SITE PLAN

See J Sheets

New entrance station overflow parking lot

Edge of existing

EXIT ENTRANCE

Existing entrance station

4.D teehS eeS parking lot

Edge of new overflow prior to construction

Utilities relocated by others prior to construction

Utilities relocated by others

A.5

STATE PROJECT

NUMBER

SHEET

u g u s t

P h a s e O p ti o n a c m y fi le s p w p r o d u c ti o n d a k f-c n r f1 a e .d g n

AK FS CNF 1015(1)

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J

Typical Section

Plan & Profile

Approach Roads & Parking Areas

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Roadside Development ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,110 150 2,260

A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 50 10 60

A0160 20101-0000 CLEARING AND GRUBBING ACRE 1.6 0.9 0.2 2.7

A0180 20301-1100 REMOVAL OF GATE EACH 2 2

A0200 20301-2400 REMOVAL OF SIGN EACH 16 16

A0220 20301-2800 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS EACH 1 1

A0240 20401-0000 ROADWAY EXCAVATION CUYD 2,987 818 195 4,000

A0260 20403-0000 UNCLASSIFIED BORROW CUYD 530 30 560

A0280 20411-0000 SELECT BORROW TON 9,070 430 9,500

A0300 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C SQYD 11,065 535 11,600

A0320 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 3,950 200 4,150

A0340 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,917 243 5,160

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,274 116 2,390

A0380 41201-0000 TACK COAT TON 5 1 6

A0400 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 62 3 65

A0420 60915-1000 WHEELSTOP, CONCRETE EACH 28 28

A0440 61501-0100 SIDEWALK, CONCRETE (4-INCH

DEPTH) SQYD 22 3 25

A0460 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A0480 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 40

4- Ja n-

:3

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

AK

F S C

N F

(1

Es tim at e-

_1

2-

-1 6.

xl sx

]S he et

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

STATE PROJECT

B.1FS CNF 1015(1)AK

NUMBER

Typical Section

Plan & Profile

Approach Roads & Parking Areas

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Roadside Development ALLOWANCE Bid

Schedule

A0500 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A0520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A0540 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40

A0560 62301-0000 GENERAL LABOR HOUR 40

A0580 62406-0100 PLACING CONSERVED TOPSOIL,

2-INCH DEPTH ACRE 1.6 0.5 0.2 2.3

A0600 62501-0000 TURF ESTABLISHMENT ACRE 2.1 0.2 2.3

A0620 63302-0000 SIGN SYSTEM SQFT 196 196

A0640 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0660 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (STOP BAR) LNFT 804 46 850

A0680 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (DOUBLE YELLOW) LNFT 5,412 148 5,560

A0700 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 13,825 225 14,050

A0720 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 520 100 620

A0740 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (WHITE) LNFT 1,742 158 1,900

A0760 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (WHITE) LNFT 576 44 620

A0780 63405-0500 PAVEMENT MARKINGS, TYPE B,

TURN ARROW EACH 5 5

A0800 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 2 2

A0820 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 1 1

A0840 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 50 50

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- Ja n-

:3

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

AK

F S C

N F

(1

Es tim at e-

_1

2-

-1 6.

xl sx

]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2FS CNF 1015(1)AK

Typical Section

Plan & Profile

Approach Roads & Parking Areas

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Roadside Development ALLOWANCE Bid

Schedule

A0860 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 176 24 200

A0880 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 600 100 700

A0900 63601-1000 SYSTEM INSTALLATION, TRAFFIC

SIGNAL LPSM ALL

A0920 63703-0000 RESIDENTIAL HOUSING EACH 1

A0940 63704-0000 VEHICLE EACH 1

A0960 64605-1000 FIXTURE, KIOSK (ENTRANCE

STATION) LPSM ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- Ja n-

:3

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

AK

F S C

N F

(1

Es tim at e-

_1

2-

-1 6.

xl sx

]S he et

3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3FS CNF 1015(1)AK

TYPICAL SECTION

TABULATION OF

S T

O K

H A

R R I S

C.1

STATE PROJECT

AK

FS CNF 1015(1)

J u ly

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 f-c n f1 c a .d g n

C h e c k e d b y

D e s ig n e d b

NO SCALE

Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'5'

0.25D

D

1:4

Va ria ble

Lane Lane Lane

0.5'

ShoulderShoulder

1:4 1:4 Va ria ble

C le a r in g l im it

5'

Min.

C le a r in g l im it

Va ria ble

5'

Min.

See Safety Edge Detail (typ.)

TYPICAL SECTION A

2% Crown

LC

Unclassified borrow

Lane Lane

0.5'

ShoulderShoulder

1:4 1:4

LC

2% 2%

C le a r in g l im it

Va ria ble

5'

Min.

Unclassified borrow

Va ria ble

C le a r in g l im it

5'

Min.

Varies 0'-10'

TYPICAL SECTION B

Varies 10'-16' Varies 10'-16'

Varies 0-10'Varies 5'-10'

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

5'10'

Slope stake

0.25D

D

See Safety Edge Detail (typ.)

FOOTNOTE:

Centerline is point of rotation for superelevation.

Staking Report Data Listing.

Construct slopes as shown on the cross sections and in the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

Existing ground

4'

O Line: 21+20.42 to 22+46.29

O Line: 10+00 to 20+97.42

0.5'

I Line: 30+00 to 38+48.55

S T

O K

H A

R R I S

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Roadway aggregate, method 2

Red top in survey notes Point available to cover safety edge Pull aggregate base

30°

Tack coat (between pavement lifts) tnemhsilbatse fruT tnemhsilbatse fruT tnemhsilbatse fruT tnemhsilbatse fruT

C.2

STATE PROJECT

u g u s t

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 f-c n f1 c b .d g n

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material excavated from the existing roadway may be used as

[2]

[1]

[2]

[2

[2]

[2]

[2

[2]

[1] [1]

[1]

Existing ground ground

Existing

Existing ground

Existing ground

1' beyond edge of pavement type C (woven) geotextile, class 1, Separation-stabilization

4" Asphalt concrete pavement, type 1, placed in two equal lifts

Tack coat (between lifts)

12" Select borrow

8" Roadway aggregate, method 2

1' beyond edge of pavement type C (woven) geotextile, class 1, Separation-stabilization

4" Asphalt concrete pavement, type 1, placed in two equal lifts

Tack coat (between lifts)

12" Select borrow

8" Roadway aggregate, method 2

Existing ground

[3]

[3]

Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'5'

0.25D

D

Va ria ble

TYPICAL SECTION D

Lane Lane

1:4 1:4

2% Crown

LC

10'Varies 4'-20'

Parking Area

10' Varies 0.5'-101'

Parking Area

C le a r in g l im it

Va ria ble

5'

Min.

Unclassified borrow

Va ria ble

C le a r in g l im it

5'

Min.

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

5'10'

Slope stake

0.25D

D

Lane Lane

0.5'

Shoulder

1:4 C le a r in g l im it

Va ria ble

5'

Min.

2% Crown

LC

Unclassified borrow

Median

10' 9'

Shoulder

1:4 Va ria ble

C le a r in g l im it

5'

Min.

See Sheet J.12 for details concrete, 12" depth.

Construct curb and gutter, See Sheet J.12 for details concrete, 12" depth.

Construct curb and gutter, TYPICAL SECTION C

O Line: 20+97.42 to 21+20.42

See Sheet C.2

See Safety Edge Detail (typ.)

L Line: 50+00 to 53+89.32

FOOTNOTE:

Centerline is point of rotation for superelevation.

Staking Report Data Listing.

Construct slopes as shown on the cross sections and in the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

Existing ground

Varies 10'-13.4' 4'

H A

R R I S

S T

O K

L Line: 54+40.61 to 55+00 tnemhsilbatse fruT tnemhsilbatse fruT tnemhsilbatse fruT

See J Sheets for details

Concrete, sidewalk 4" depth

NOTE:

1.

of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material excavated from the existing roadway may be used as

C.3

STATE PROJECT

e p te m b e r

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 f-c n f1 c c .d g n

C h e c k e d b y

D e s ig n e d b y

[2]

[2

[2]

[1] ground

Existing

Existing ground

[2]

[1] pivot point

Profile grade & [2

Existing ground

[2] type C (woven) geotextile, class 1, Separation-stabilization

4" Asphalt concrete pavement, type 1, placed in two equal lifts

Tack coat (between lifts)

12" Select borrow

8" Roadway aggregate, method 2

Existing ground

1' beyond edge of pavement type C (woven) geotextile, class 1, Separation-stabilization

4" Asphalt concrete pavement, type 1, placed in two equal lifts

Tack coat (between lifts)

12" Select borrow

8" Roadway aggregate, method 2

Existing ground

[1]

[2]

[3]

[3]

1' beyond edge of pavement

Va ria ble

S lo p e s ta k e

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'5'

0.25D

D

Va ria ble

ROUNDING DETAIL

CUT SLOPE

C le a r in g l im it

5'10'

Slope stake

0.25D

D

Existing ground

TYPICAL SECTION E

Lane Lane

1:4

1:4

LC

14' 10'

C le a r in g l im it

Va ria ble

5'

Min.

Unclassified borrow

2'

Shld.

Varies 0'-36'

Shld. Parking Area

51'

2% 2%

2'

2%

C le a r in g l im it

Variable

5'

Min.

Unclassified borrow

-10%

L Line: 53+89.32 to 54+40.61

10%

FOOTNOTE:

Staking Report Data Listing.

Construct slopes as shown on the cross sections and in the

H A

R R I S

S T

O K tn emh sil bat se fr uT

Turf establishment

C.4

STATE PROJECT

u g u s t

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 f-c n f1 c d .d g n

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material excavated from the existing roadway may be used as

[2] ground

Existing

[1]

Existing ground

[1]

[2]

[1] type C (woven) geotextile, class 1, Separation-stabilization

4" Asphalt concrete pavement, type 1, placed in two equal lifts

Tack coat (between lifts)

12" Select borrow

8" Roadway aggregate, method 2

4" Asphalt concrete pavement, type 1, placed in two equal lifts

Tack coat (between lifts)

12" Select borrow

8" Roadway aggregate, method 2

Select borrow

1' min.

FOOTNOTE:

NOTE:

PLAN QUANTITIES

1. See Sheet E.1 for parking lot quantities.

H A

R R I S

S T

O K of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material from Roadway Obliteration, Method 1 may be used as areas.

Based on conserved topsoil depth of 6 inches in excavation

Based on 75% of roadway excavation being suitable.

Includes conserved topsoil.

D.1

STATE PROJECT

u g u s t

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 f-c n f1 fa .d g n

C h e c k e d b y

D e s ig n e d b y

2.

of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material excavated from the existing roadway may be used as

[1]

[2]

[3]

[4]

BEGIN PROJECT

EL=398.61

E=1651708.44

N=2368397.88

D

R= 150.00'

T= 60.73'

L= 115.41'

Profile grade

Existing ground

CP

CP

CP

N

10+00.00

O LINE

AK FS CNF 1015(1)

D

R= 300.00'

T= 104.05'

L= 200.31' e= 3.0% e = 2.4%

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale)

Existing Roadway Saw cut pavement

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale) pavement structurefor

See sheets C.2 and C.3 e ni

L I

4.

D t e e h S e e

S

Line to be constructed

R = 30'

R = 50'

R = 50'

R = 50'

Remove gate

Slope stake limitsSlope stake limits

W=2' RT

Roadway obliteration, method 1 method 1

Roadway obliteration, method 1

Roadway obliteration, CUYD

EXC.

CUYD

EMB.

16+0014+0013+0011+0010+00

385 385

400 400

405 405

D.2

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 f-c n f1 fb .d g n

AK FS CNF 1015(1)

J u ly

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

12+00 15+00

P O T .0

P C .7

P T

.1

P C

.3

K = 21

20' VC

-0.4000%

50' VC

K = 45

.5

.2

-1.3494%

.6

.1

50' VC

K = 29

SSD = 655'

+0.7127%

EL=393.20

E=1650525.77

N=2367735.21

D

R= 180.00'

T= 91.36'

L= 169.08'

D

R= 200.00'

T= 63.01'

L= 122.09'

CP

CP

CP

CP

Line to be constructed

END PROJECT

Profile grade

Existing ground

N

22+46.29

O LINE

AK FS CNF 1015(1)

D

R= 300.00'

T= 104.05'

L= 200.31' e = 2.4% e= 2.8% e= 2.8%

R = 50'

R = 46' e ni

L L

2.

E t e e h S e e

S

Slope stake limitsSlope stake limits

Remove entrance station

See J Sheets

Construct entrance station prior to construction

Utilities relocated by others

CUYD

EXC.

CUYD

EMB.

25+0023+0022+0020+0019+0017+0016+00

385 385

405 405

D.3

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 f-c n f1 fc .d g n

AK FS CNF 1015(1)

u g u s t

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

18+00 21+00 24+00

UP

UPT

EM

395395

P T

.6

P C

.1

P T

.2

P C

.5

P T

.6

P O

T

.2

-1.2292%

40' VC

K = 20

-3.2577%

.4

SSD = 1115'

K = 20

20' VC

50' VC

K = 13

SSD = 308'

.5

-2.2814%+1.533 9%

.9

K = 20

50' VC

.4

-1.0000%

.1

EL=390.88

E=1650898.92

N=2368598.33

N

Line to be constructed

D

R= 100.00'

T= 96.18'

L= 153.19'

CP

CP

CP

30+00.00

I Line

AK FS CNF 1015(1)

R = 50'

BEGIN WORK

Existing ground

Profile grade

EL=398.90

E=1651444.02

N=2368133.50

END WORK

O LINE 13+92.29

38+48.55 =

I LINE

Slope stake limits

R = 50'

D

R= 100.00'

T= 38.29'

L= 73.13' e ni

L L

2.

E t e e h S e e

S e ni

L O

2.

D t e e h S e e

S e= 3.4%

W= 2' LT

e= 3.4%

W= 2' RT R = 30'

R = 50'

Remove gate

Remove gate method 1

Roadway obliteration, method 1

Roadway obliteration, method 1

Roadway obliteration, CUYD

EXC.

CUYD

EMB.

37+0036+0034+0033+0031+00

380 380

395 395

D.4

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 f-c n f1 fd .d g n

AK FS CNF 1015(1)

J u ly

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

32+00 35+00 38+00

30+00

POT 30+00.00

PC 31+20.69

P T

.8

P C

.0

P T

.1

P O T

.5

.8

.0

+0.4784% -3.0000%

30' VC

K = 9

SSD = 325'

.6

45' VC

K = 17

.4

-0.4000%

+3.0

60' VC

K = 18

.5

+0.5000%

30' VC

K = 12

SSD = 447' 3

.5

+2.00

00%40' VC

K = 27

.9

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1 2367983.895 1650672.459 390.259 60°28'54.369" N 149°56'35.321" W 425.1966 0.99987984 (SRD3135) 3-1/4" DIAM. USDA ALUM. CAP 1.

2 2367811.709 1650541.533 391.193 60°28'52.674" N 149°56'37.937" W 426.1306 0.99987979 (SRD3134) 3-1/4" DIAM. USDA ALUM. CAP

3 2367440.934 1650405.731 396.608 60°28'49.024" N 149°56'40.653" W 431.5587 0.99987953 1/2" X 2" MAGNAIL

4 2367266.214 1650130.471 388.120 60°28'47.305" N 149°56'46.149" W 423.0642 0.99987993 1/2" X 2" MAGNAIL

5 2367147.727 1649586.518 388.540 60°28'46.142" N 149°56'57.006" W 423.4579 0.9998799 1/2" X 2" MAGNAIL

6 2367335.926 1649247.849 394.919 60°28'47.999" N 149°57'03.762" W 429.8107 0.99987959 1/2" X 2" MAGNAIL

7 2367319.972 1648778.434 420.811 60°28'47.845" N 149°57'13.130" W 455.6764 0.99987834 1/2" X 2" MAGNAIL

8 2367232.031 1648175.988 443.425 60°28'46.983" N 149°57'25.154" W 478.2609 0.99987726 1/2" X 2" MAGNAIL

9 2367179.603 1647794.718 448.212 60°28'46.469" N 149°57'32.763" W 483.0282 0.99987702 1/2" X 2" MAGNAIL

10 2366880.587 1647414.477 456.899 60°28'43.526" N 149°57'40.355" W 491.7054 0.9998766 1/2" X 2" MAGNAIL

11 2366767.285 1647132.227 455.945 60°28'42.412" N 149°57'45.989" W 490.7415 0.99987664 1/2" X 2" MAGNAIL

12 2366711.288 1646619.838 420.355 60°28'41.863" N 149°57'56.214" W 455.122 0.99987833 1/2" X 2" MAGNAIL

13 2366745.320 1646475.915 418.366 60°28'42.199" N 149°57'59.086" W 453.1231 0.99987843 (SRD3133) 3-1/4" DIAM. USDA ALUM. CAP

14 2366813.810 1646170.210 418.561 60°28'42.875" N 149°58'05.185" W 453.2985 0.99987842 (SRD3132) 3-1/4" DIAM. USDA ALUM. CAP

15 2367173.494 1645904.804 426.565 60°28'46.419" N 149°58'10.478" W 461.2697 0.99987803 1/2" X 2-1/2" DURANAIL

16 2367665.316 1645819.535 421.750 60°28'51.263" N 149°58'12.176" W 456.4284 0.99987826 5/8" X 30" REBAR w/YELLOW FS CAP

17 2367852.596 1645605.981 415.655 60°28'53.108" N 149°58'16.436" W 450.3137 0.99987855 1/2" X 2-1/2" DURANAIL

18 2368027.716 1645495.672 413.311 60°28'54.834" N 149°58'18.636" W 447.9566 0.99987866 1/2" X 2-1/2" DURANAIL

19 2368331.536 1645487.834 412.091 60°28'57.826" N 149°58'18.790" W 446.7268 0.99987872 1/2" X 2-1/2" DURANAIL

20 2368582.755 1645424.530 412.671 60°29'00.301" N 149°58'20.051" W 447.2936 0.99987869 1/2" X 2-1/2" DURANAIL

21 2369144.197 1645040.394 414.770 60°29'05.832" N 149°58'27.713" W 449.3533 0.99987859 (SRD3177) 3-1/4" DIAM. USDA ALUM. CAP

22 2369184.028 1644806.950 414.696 60°29'06.225" N 149°58'32.372" W 449.2629 0.99987859 (SRD3178) 3-1/4" DIAM. USDA ALUM. CAP

23 2368894.252 1644587.578 413.342 60°29'03.372" N 149°58'36.753" W 447.9056 0.99987866 5/8" X 30" REBAR w/YELLOW FS CAP

24 2368966.726 1644259.157 409.949 60°29'04.087" N 149°58'43.308" W 444.4929 0.99987881 1/2" X 2-1/2" DURANAIL

25 2368940.953 1644006.493 406.239 60°29'03.834" N 149°58'48.351" W 440.7698 0.99987899 1/2" X 2-1/2" DURANAIL

26 2368986.099 1643774.768 402.501 60°29'04.279" N 149°58'52.975" W 437.0154 0.99987917 (SRD3176) 1/2" X 2-1/2" DURANAIL

31 2368336.656 1651429.000 396.349 60°28'57.837" N 149°56'20.216" W 431.3096 0.99987956 1/2" X 2" MAGNAIL

32 2368305.882 1651131.564 394.331 60°28'57.536" N 149°56'26.153" W 429.2784 0.99987965 (SRD3174) 1/2" X 2" MAGNAIL

33 2368337.351 1650838.273 392.008 60°28'57.849" N 149°56'32.006" W 426.939 0.99987976 (SRD3175) 1/2" X 2" MAGNAIL

34 2368578.560 1650867.142 389.797 60°29'00.224" N 149°56'31.425" W 424.7182 0.99987987 3/4" X 6-1/2" SPIKE

35 2368361.775 1651754.828 396.219 60°28'58.081" N 149°56'13.713" W 431.196 0.99987958 5/8" X 30" REBAR w/YELLOW FS CAP

36 2368085.997 1651381.940 398.428 60°28'55.369" N 149°56'21.160" W 433.3984 0.99987946 1/2" X 2" MAGNAIL

37 2368071.667 1651002.927 396.441 60°28'55.231" N 149°56'28.724" W 431.3917 0.99987955 1/2" X 2" MAGNAIL

38 2367907.476 1650795.453 396.788 60°28'53.615" N 149°56'32.868" W 431.7354 0.99987953 1/2" X 2" MAGNAIL

40 2367677.868 1650610.874 399.246 60°28'51.356" N 149°56'36.555" W 434.1934 0.99987941 5/8" X 36" REBAR w/YELLOW FS CAP

41 2367631.433 1650785.950 404.641 60°28'50.897" N 149°56'33.062" W 439.6016 0.99987915 3/4" X 6-1/2" SPIKE (STEEL)

42 2367510.238 1650712.401 411.609 60°28'49.704" N 149°56'34.532" W 446.5728 0.99987882 5/8" X 36" REBAR w/YELLOW FS CAP

43 2367528.841 1650620.605 413.002 60°28'49.888" N 149°56'36.364" W 447.9593 0.99987875 5/8" X 36" REBAR w/YELLOW FS CAP

45 2368027.861 1645312.728 411.448 60°28'54.836" N 149°58'22.287" W 446.0838 0.99987875 (SRD3094) 1/2" X 2" MAGNAIL

46 2367893.670 1645395.642 412.464 60°28'53.514" N 149°58'20.633" W 447.1096 0.9998787 (SRD3095) 1/2" X 2" MAGNAIL

PROJECT : Russian River Campground

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM :Alaska Zone 4 SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : NAVD88 based on Geoid 12A

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.

H

R us si an

R iv er C am pg ro un d\ Ph as e

1\ [R us si an R iv er _C

G _c on tr ol sh ee t.

xl sx

]S he et 4-

N ov

-2

3:

P

M A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.5

SHEET

NUMBER

FS CNF 1015(1)AK

SURVEY CONTROL

FOOTNOTE:

areas.

Based on conserved topsoil depth of 6 inches in excavation

CUYD of suitable excavation from O Line and I Line.

Based on 75% of roadway excavation being suitable, and 813

Includes conserved topsoil.

H A

R R I S

S T

O K

PARKING AREA QUANTITIES

E.1

STATE PROJECT

u g u s t

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 f-c n f1 g a .d g n

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

of Subsection 704.06 and 704.07 of the SCRs.

Unclassified Borrow or Select Borrow if it meets the requirements

Material excavated from the existing roadway may be used as

[1]

[2]

C P

C P

P O

T

.0

P C

.7

P T

.1

P O

T

.0

.7

.6

-1.9993%

-0.4000%

30' VC

K = 19

.8

EL=391.84

E=1650841.70

N=2368366.62

EL=394.72

E=1650717.85

N=2367904.50

D

R= 100.00' T= 35.58'

L= 68.36'

Line to be constructed

N

Profile grade

Existing ground

55+00.00

L LINE

AK FS CNF 1015(1)

R = 46'

R = 50'

R = 30'

R = 20'

R = 20'

R = 20'

R = 20'

R = 20' R = 130'

R = 20'

R = 20'

50+00.00 = O LINE 21+86.28

L LINE

AK FS CNF 1015(1)

e= -2.0% e ni

L O

3.

D t e e h S e e

S

Slope stake limits

Slope stake limits

BEGIN WORK

END WORKL1

L2

L3

L4

L5

L6

L7

L8

L9 L10

L11

L12

L13L14

L15

L16

L17

L18

L19

L20

L21

L22 L23

R = 3'

R = 8'

NOTE:

1. See Sheet E.3 for parking lot layout points.

for details

See Typical Section D method 1

Roadway obliteration, method 1

Roadway obliteration, CUYD

EXC.

CUYD

EMB.

55+0054+0052+0051+00

380 380

395 395

E.2

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 f-c n f1 g b .d g n

AK FS CNF 1015(1)

J u ly

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

50+00 53+00

LAYOUT INFORMATION

PARKING LOT

E.3

STATE PROJECT

e b r u a r y

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 f-c n f1 g c .d g n

C h e c k e d b y

D e s ig n e d b

H A

R R I S

S T

O K

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

AK FS CNF 1015(1)

u g u s t

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 f-c n f1 fa .d g n

K

H A

R R I S

O N

B

S T

O K

E S

C h e c k e d b y

D e s ig n e d b

395 40

N

STERLING HIGHWAY

LEGEND:

NOTE:

PLAN

SEDIMENT CONTROL

EROSION AND

Fiber Rolls

2. See Sheet F.3 for fiber rolls Detail.

field as approved by the CO.

1. Final location of erosion control devices to be determined in the

F.2

STATE PROJECT

NUMBER

SHEET

e b r u a r y

P h a s e O p ti o n a c m y fi le s p w p r o d u c ti o n d a k f-c n f1 fb .d g n

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

Clearing limits

Clearing limits

Clearing limits

Clearing limits

BEGIN PROJECT

END PROJECT

Install fiber rolls

Install fiber rolls

Install fiber rolls

Install fiber rolls

O LINE 10+00.00

O LINE 22+46.29

Clearing limitsClearing limits eniL I e niL

O e ni

L O e ni

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5" o v e m b e r

U m y fi le s p w p r o d u c ti o n d a k f-c n f1 fc .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.3 FS CNF 1015(1) AK

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

Spacing Slope

STAKES REQUIRED

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s

TEMPORARY TRAFFIC CONTROL

TABULATION OF

FOOTNOTE:

material sources on the Seward Highway.

Signs to be placed at the entrance of the MP 33 and MP 35

H.1

STATE PROJECT

NUMBER

SHEET

AK FS CNF 1015(1)

u g u s t

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 f-c n f1 n a .d g n

K

H A

R R I S

O N

B

S T

O K

E S

C h e c k e d b y

D e s ig n e d b y

[1]

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

STATE PROJECT

NUMBER

SHEET

H.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

J u ly

U m y fi le s p w p r o d u c ti o n d a k f-c n f1 n b .d g n

FS CNF 1015(1) AK

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

NO SCALE

the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

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

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

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

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

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

STATE PROJECT

NUMBER

SHEET

H.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

o v e m b e r

U m y fi le s p w p r o d u c ti o n d a k f-c n f1 n c .d g n

FS CNF 1015(1) AK

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NO SCALE

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

50' - 100' (optional)50' - 100'

See Note 6

10' min.

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

NOTE:

Channelizing devices

Flagger location

Flagger location

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

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)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

635-14

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

200' m in m in

6' - 12'

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

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

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, STATE PROJECT

NUMBER

SHEET

H.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

J u ly

U m y fi le s p w p r o d u c ti o n d a k f-c n f1 n d .d g n

FS CNF 1015(1) AK

NOTE:

NO SCALE

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

Post

See table for hole size parallel to sign face.

Field drill holes through 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

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

D

See post detail (typ.)

Break-away holes.

S e e N o te

S e e N o te

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

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

Long side of post

D

90°

93°

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.

PERMANENT TRAFFIC CONTROL

TABULATION OF

NOTE:

FOOTNOTE:

Stationing is approximate, field adjust with CO approval as needed.1.

then doubled for two coats.

Total reflects the length of a 4-inch wide line doubled for 8" wide line, then doubled for two coats.

Total reflects the length of a 4-inch wide line tripled for 12" wide line, Total reflects the length of a 4-inch wide line doubled for two coats.

for two coats.

Total reflects the length of two 4-inch wide lines that are doubled

I.1

STATE PROJECT

NUMBER

SHEET

AK FS CNF 1015(1)

J u ly

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 f-c n f1 p a .d g n

K

H A

R R I S

O N

B

S T

O K

E S

C h e c k e d b y

D e s ig n e d b y

[1]

[2]

NOTE:

Stationing is approximate, field adjust with CO approval as needed.1.

SIGN SYSTEMS

PERMANENT TRAFFIC CONTROL

TABULATION OF

FOOTNOTE:

of the SCRs for details.

Traffic Signal will be installed within sign Spec-3. See Section 636

I.2

STATE PROJECT

NUMBER

SHEET

AK FS CNF 1015(1)

M a r c h

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 f-c n f1 p b .d g n

K

H A

R R I S

O N

B

S T

O K

E S

C h e c k e d b y

D e s ig n e d b y

PLANS - O LINE

TRAFFIC CONTROL

PERMANENT

BEGIN PROJECT

END PROJECT

L L in e O Line 20+57

R1-1

STOP

WRONG

WAY

R5-1a

Install sign system

21+00 LT

R1-1STOP

O Line 21+07 for details

See Sheet I.8

12" Wide stop bar

Install sign system

12+70 RT, LT

Install sign system

12+70 RT, LT

Entrance)

(Dump Station & Campground

Remove sign

13+50 RT

DO NOT

ENTER

R5-1

Install sign system

13+40 LT, RT

Install sign system

13+40 LT, RT

(Stop)

Remove sign

21+40 RT

(Exit)

Remove sign

21+90 LT

O LINE 22+46.29

O LINE 10+00.00

Install sign system

13+40 RT

R1-1STOP

DO NOT

BLOCK

INTERSECTION

ONLY

Install sign system

10+90 RT

Install sign system

10+90 LT

R3-5L

R10-7 symbols (turn arrow)

Pavement markings, 14+40 LT

4" Solid white line4" Solid white line

4" Broken white line

4" Solid white line4" Solid white line

O Line 14+30 for details

See Sheet I.8

12" Wide stop bar at 24" spacing line hatching

4" Solid white

Install sign system

16+70 RT

(Reservations Left)

Remove sign

16+42 RT

4" Solid white line4" Solid white line yellow on centerline

4" Solid double for details

See Sheet I.8

12" Wide stop bar

4" Broken white line at 18" spacing line hatching

4" Solid yellow

O Line 13+40

Reset adjacent to existing location

Chugach National Forest Logo)

(Russian River Campground &

Remove and reset sign

10+30 RT

for details

See Sheet I.8

12" Wide stop bar

I L in e

S e e S h e e t I .4

S e e S h e e t I .5 white line

8" Solid

FOOTNOTE:

of the SCRs for details.

Traffic Signal will be installed within sign Spec-3. See Section 636

Spec-1

Spec-2

Spec-1

Spec-2

Spec-3

STOP

HERE ON

RED

R10-6

Install sign system

20+57 RT

Install sign system

21+06 CL

River Campground)

(Welcome to Russian

Remove sign

20+25 RT

4" Solid double yellow line centerline yellow on

4" Solid double white line

4" Broken

Spec-4 system

Install sign

15+50 LT

system

Install sign

12+00 LT,RT

system

Install sign

12+00 LT,RT

system

Install sign

14+25 LT

Spec-5

ALL WAY

ALL WAY R1-3P

R1-3P

I.3

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 f-c n f1 p c .d g n

AK FS CNF 1015(1)

J a n u a r y

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

10' 10'

N

(No campfires)

Remove sign

34+58 LT

(No campfires)

Remove sign

35+88 LT

(No parking)

Remove sign

33+07 RT

BEGIN WORK

END WORK

(Wrong way)

Remove sign

30+87 LT

(Do not enter)

Remove sign

30+34 RT

(Do not enter & Stop)

Remove sign

30+30 LT

(Overflow parking)

Remove sign

32+25 RT

I Line 30+00.00

38+48.55 = O LINE 13+92.29

I LINE

(No parking & Exit)

Remove sign

37+36 RT

WRONG

WAY

R5-1a

DO NOT

ENTER

R5-1

R1-1STOP

Install sign system

30+30 RT, LT

Install sign system

30+30 RT, LT

Install sign system

30+80 RT, LT

Install sign system

30+80 RT, LT

4" Solid white line4" Solid white line symbols (turn arrow)

Pavement markings, 31+65 LT, RT symbols (turn arrow)

Pavement markings, 31+65 LT, RT

I Line 30+25 for details

See Sheet I.7

12" Wide stop bar symbols (turn arrow)

Pavement markings, 30+30 LT, RT symbols (turn arrow)

Pavement markings, 30+30 LT, RT

8" Solid white line

Crosswalk

38+20

2'

1'

Lane Lane

Roadway

LC

Lane

Solid white, typ.

Edge of pavement

Edge of traveled way

Edge of pavement

Edge of traveled way

CROSSWALK LAYOUT DETAIL

3'3'

FOOTNOTE:

Inlay crosswalk at 125 mils.

(No parking)

Remove sign

37+23 LT

PLANS - I LINE

TRAFFIC CONTROL

PERMANENT

I.4

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 f-c n f1 p d .d g n

AK FS CNF 1015(1)

a n u a r y

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

ONE WAY

ONE WAY R6-1R

R6-1L

Install sign system

37+95 RT

Install sign system

37+95 LT

eniL O

10' 10'

(Messages)

Remove sign

50+65 LT

Install sign system

50+25 LT

R1-1 e ni

L O

Solid white

Parking space striping

Solid white

Parking space striping

Solid white

Parking space striping

R = 10'

R = 5'

10'

See Sheet J.9 for details

Wheelstop, concrete

RESERVED

PARKING

RESERVED

PARKING

Install sign system

51+28 LT

Install sign system

51+08 LT

type B, solid white

Pavement markings, 45° ty p ty p typ.

typ.

4"

10'

Disabled access

10'

PARKING DETAIL

ACCESSIBLE AISLE AND

BEGIN WORK

END WORK

.7

Symbol) symbols (accessibility

Pavement markings, 50+00.00 = O LINE 21+86.28

L LINE

L LINE 55+00.00

for details

See Sheet I.8

12" Wide stop bar

L Line 50+40

2'

1'

Lane Lane

Roadway

LC

Lane

Solid white, typ.

Edge of pavement

Edge of traveled way

Edge of pavement

Edge of traveled way

CROSSWALK LAYOUT DETAIL

3'3'

FOOTNOTE:

Inlay crosswalk at 125 mils.

4" Solid white line4" Solid white line

See sheet J.9 for details

Wheelstop, concrete yellow on centerline

4" Solid double

Crosswalk

50+30

4" Solid white line

R7-8

R7-8

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

Install sign system

54+70 RT

Install sign system

51+95 RT

Install sign system

53+50 LT

R7-1

R7-1

R7-1

STOP

PLANS - L LINE

TRAFFIC CONTROL

PERMANENT

I.5

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 f-c n f1 p e .d g n

AK FS CNF 1015(1)

M a r c h

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

273/4" 01/4" 20"

4'-0"

3"

4"B

4"

4"B

4"

5"

4"

5"

3"

3"

4"B

4"

4"B

4"

5"

4"

5"

3"

BORDER

R=23/4"

TH=01/2"

SPECIAL SIGN DETAILS

TRAFFIC CONTROL

PERMANENT

3'-0"

21/2" 4"C

4"

4"C

3"

4"C 21/2"

BORDER

R=13/4"

TH=01/2"

3'-0"

4"C

4"C

4"C

BORDER

R=13/4"

TH=01/2"

21/2"

21/2"

31/2"

31/2"

FOOTNOTE:

NOTE:

1. Signs will have white lettering on a brown background.

Spec-3

Spec-2Spec-1 behind sign

Traffic Signal mounted behind sign

Traffic Signal mounted

See Section 636 of the SCRs for details.

4'-0"

6"

6"C

6"

6"C

6"

BORDER

R=21/4"

TH=03/4"

4'-0"

6"

6"C

6"

6"C

6"

BORDER

R=21/4"

TH=03/4"

I.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 f-c n f1 p f.

d g n

AK FS CNF 1015(1)

M a r c h

H A

R R I S

S T

O K

C h e c k e d b y

D e s ig n e d b y

Spec-4 Spec-5

[1]

REVISED:

W633-7

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2009

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

WOOD POSTS

INSTALLATION

PERMANENT SIGN

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

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

7 ft

5 ft6 ft

2 ft

For all retroflectorized signs where W > 25' all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

22 ft (max.)

X=14 ft (min.) to

V may be reduced by 1 foot in rural districts for

" lock nut16

" oversized washer16

" bolt16

" bolt thru the post8

" outside dia.) 4 1(1 oversized washer

" nonmetallic16 e b r u a r y

U m y fi le s p w p r o d u c ti o n d a k f-c n f1 p h .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

I.7 FS CNF 1015(1) AK

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

NOTE:

NO SCALE

0.6X0.2X 0.2X

W

.5

Y

Z ty p

D

V Y

H

5.

4.

3.

2.

1. Traffic barrier protection is required for all posts larger than

H

TWO POST SIGNS

of traveled way

Elevation at edge 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 tr a v e le d w a y

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

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

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

(See Post Selection table)

Notch depth (where required)

W

0.15X0.35X0.35X0.15X

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

Same post size

V Y ty p

DBackfill material ty p

Z

.5

Y

.5

Y Z

V Y

H

H

H 1

H

H

H

H

Location

Rural Districts

Residence Districts

Business or

W

W

V Y

.5

Y

Z ty p

D

H

CL

Bottom of sign post

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

Field drill holes through

Finish ground line

Same post size

Backfill materialBackfill material

Same post size

Backfill material 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

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

E d g e o f s h o u ld e r rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

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.

indicate overall post length. Select post lengths 4 thru H1H clear zone.

post is vulnerable to being struck when placed outside the

4" solid double

4" solid white edge

Locate 12" wide stop line to

NOTE:

NO SCALE

L a n e

L a n e

LC

LC

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE DETAIL

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

Major approach road yellow centerline line when specified in plans

Edge of pavement markings when specified

Approach road pavement required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines

Edge line when specified in plans s L

L s

Transition

Curve widening

Transition

Des…