Dene_Tene_Plans.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

SPECIFICATION:

INDEX TO SHEETS

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

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

AK TTP CHIC 2013(1)

PALMER

WASILLA

CHICKALOON

SUTTON

ESKA

M A T A N

U S K

A V

A L L E Y

SWAN LAKE

JIM LAKE

N for Vicinity Map

See Sheet A.3

ESKA CREEK

M at an us ka

Ri ve r

PROJECT AREA

Grading, paving, drainage, and bridge

SCALE IN MILES

0 2 4 62 m il e s

A N

C H

O R

A G

E

ALASKA

MATANUSKA-SUSITNA BOROUGH

CHICKALOON VILLAGE TRADITIONAL COUNCIL

DENE' TENE' PEDESTRIAN PATH

J. BRIDGE PLANS

I. PERMANENT TRAFFIC CONTROL

H. TEMPORARY TRAFFIC CONTROL PLAN

G. DRAINAGE

F. EROSION CONTROL

E. APPROACH ROADS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

A1

A1

R. JOHNSON

J.17

J.13-16

J.12

J.11

J.1-10

I.4-5

I.2-3

I.1

H.2-5

H.1

G.2-5

G.1

F.3-4

F.2

F.1

E.1

D.5

D.4

D.2-3

D.1

C.2

C.1

B.1-4

A.3

A.2

A.1

RIPRAP LAYOUT

GRS-IBS DETAILS

GRS-IBS PLAN AND ELEVATION

TABULATION OF GRS-IBS QUANTITIES

BRIDGE SHEETS

DRAWINGS

PERMANENT TRAFFIC CONTROL STANDARD

SIGNING AND PAVEMENT MARKING PLAN

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

DRAWINGS

TEMPORARY TRAFFIC CONTROL STANDARD

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

CULVERT PIPE STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

EROSION CONTROL STANDARD DETAILS

AND PLAN

EROSION AND SEDIMENT CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

TYPICAL APPROACH DETAIL

GUARDRAIL STANDARD DETAILS

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL SECTION

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

A.1

STATE PROJECT

NUMBER

SHEET

AK

TTP CHIC 2013(1)

J u n e

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 t-c h ic a 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

09/07/16/s/ Robert B. Lale III

Western Federal Lands Highway Division

Chief of Engineering, SCHEDULE B LENGTH 0.207 MILES

SCHEDULE A LENGTH 0.092 MILES

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

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

AND ABBREVIATIONS

PLAN SYMBOLS

NUMBER

SHEET

STATE

A.2

PROJECT

F e b r u a r y

U

C m y fi le s p w p r o d u c ti o n d a k t-c h ic a b .d g n

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

1.

on the appropriate plan sheet.

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

PROPOSEDEXISTING

Trail

Lake, Pond or Reservoir; Marshland

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

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Spring or Seep

LC

Concrete Barrier

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, BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Box Culvert

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Right-of-Way Line with Monument

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement

36 31

6 1

Section Corner (Found, Projected)

36 31

6 1

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W

Silt Fence

DI

Wattle

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, θs Ø

∆c spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

approach ahead average daily traffic abutment bearing bridge balance point bench mark back 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

M.P.

M.L.

mile post main line

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Section Line4

Section Line16

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub

VICINITY MAP

GLENN

HIGHWAY

SUTTON

C r e e k

Es ka

N

Glennallen

123 miles

E s k a

Anchorage 57 miles

River

Matanuska

F r e it a g S t.

F r e it a g S t.

S ti c k m a n S t.

E s k a C r e e k S t.

E s k a C r e e k S t.

J o n e s v il le R d

K u o p p a la R d

E s k a S t.

E s k a S t.

G r a n it e S t.

G r a n it e S t.

P a r k S t.

U ta h S t.

U ta h S t.

E. Grand Ave.

Grand Ave.

K u o p p a la R d

McPherson Ave. McPherson Ave.

Health Dept.

Village

Chickaloon

Office

US Post

School

Elementary

Sutton

Myers St.

Shaginoff Ave.

E s k a C k

S t.

E

C r a ig M o u n ta in C ir

Transfer Site

Borough

Interstate A-1

BEGIN PROJECT

SCALE IN MILES

0 8 m ile s

River

Matanuska

Traditional Council

Chickaloon Village

Store

Sutton General

N

W r ig h t

W a y

N

W r ig h t

W a y

E. Grand Ave.

McPherson Ave.

E. Danielson Ave. E. Danielson Ave.

N

C h ic k a lo o n W a y

N

C a ll is o n S t.

Historical Park

END PROJECT

SCHEDULE A & B

PEDESTRIAN PATH

SEPARATED

20+00

SCHEDULE A

PEDESTRIAN PATH

SEPARATED

24+84

END PROJECT

SCHEDULE B

PEDESTRIAN PATH

SEPARATED

30+92

See Sheet I.3

Schedule A & B

Pathway buffer layout

A.3

STATE PROJECT

J u n e

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 t-c h ic a c .d g n

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

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

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Bridge 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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 367 23 390

A0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT

WATTLE (COMPOST SOCK) LNFT 405 25 430

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 50 5 55

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.4 0.1 0.5

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0220 20302-1200 REMOVAL OF GUARDRAIL LNFT 110 10 120

A0240 20401-0000 ROADWAY EXCAVATION CUYD 40 5 45

A0260 20411-0000 SELECT BORROW (GRS-IBS) TON 285 15 300

A0280 20411-0000 SELECT BORROW TON 395 1,130 35 1,560

A0300 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B SQYD 230 20 250

A0320 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 380 20 400

A0340 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 100 10 110

A0360 40401-0000 MINOR HOT ASPHALT CONCRETE TON 35 4 39

A0380 55401-1000 REINFORCING STEEL LB 2,650 2,650 Contract Quantity

A0400 55401-2000 REINFORCING STEEL, EPOXY COATED LB 5,960 5,960 Contract Quantity

A0420 55503-0000 BRIDGE EXPANSION JOINTS LNFT 35 35

A0440 55504-0000 PRE-FABRICATED STEEL BRIDGE

(ASSEMBLY & SETTING) LPSM ALL ALL

A0460 57401-0000 GRS-IBS, GEOSYNTHETIC

REINFORCEMENT SQYD 2,475 125 2,600

A0480 57402-0000 GRS-IBS, OPEN-GRADED BACKFILL TON 1,050 50 1,100

A0500 57403-0000 GRS-IBS, CONCRETE MASONRY UNIT SQYD 175 10 185

A0520 60101-0000 CONCRETE CUYD 67 67

A0540 60201-0800 24-INCH PIPE CULVERT LNFT 66 6 72

A0560 61509-0000 DETECTABLE WARNING PANELS (STEEL) SQYD 2 2

A0580 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 1 1

A0600 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM

CAPACITY HOUR 20

A0620 62201-0350 BACKHOE HOUR 20

A0640 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

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

-S ep -2

1:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D en e

Te ne

_E st im at e-

_S ch ed ul e A .x ls x]

Sh ee t

STATE PROJECT

B.1AK TTP CHIC 2013(1)AK

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Bridge ALLOWANCE Bid Schedule

A0660 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 20

A0680 62301-0000 GENERAL LABOR HOUR 40

A0700 62501-0000 TURF ESTABLISHMENT ACRE 0.3 0.1 0.4

A0720 63309-0000 DELINEATOR EACH 2 2

A0740 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0760 63401-0000 PAVEMENT MARKINGS (MMA SOLID

WHITE) LNFT 110 20 130

A0780 63401-0000 PAVEMENT MARKINGS (MMA STOP BAR) LNFT 18 2 20

A0800 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE,

TYPE 18-INCH EACH 50 50

A0820 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 122 8 130

A0840 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 100 20 120

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-S ep -2

1:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D en e

Te ne

_E st im at e-

_S ch ed ul e A .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2AK TTP CHIC 2013(1)AK

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Bridge ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 797 43 840

B0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT

WATTLE (COMPOST SOCK) LNFT 845 45 890

B0160 15801-0000 WATERING FOR DUST CONTROL MGAL 75 5 80

B0180 20101-0000 CLEARING AND GRUBBING ACRE 0.8 0.1 0.9

B0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

B0220 20302-1200 REMOVAL OF GUARDRAIL LNFT 110 10 120

B0240 20401-0000 ROADWAY EXCAVATION CUYD 345 30 375

B0260 20411-0000 SELECT BORROW (GRS-IBS) TON 285 15 300

B0280 20411-0000 SELECT BORROW TON 1,080 1,300 125 2,505

B0300 20426-1000 DITCH, EXCAVATION CUYD 10 10

B0320 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B SQYD 230 20 250

B0340 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 380 20 400

B0360 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 245 25 270

B0380 40401-0000 MINOR HOT ASPHALT CONCRETE TON 95 10 105

B0400 55401-1000 REINFORCING STEEL LB 2,650 2,650 Contract Quantity

B0420 55401-2000 REINFORCING STEEL, EPOXY COATED LB 5,960 5,960 Contract Quantity

B0440 55503-0000 BRIDGE EXPANSION JOINTS LNFT 35 35

B0460 55504-0000 PRE-FABRICATED STEEL BRIDGE

(ASSEMBLY & SETTING) LPSM ALL ALL

B0480 57401-0000 GRS-IBS, GEOSYNTHETIC

REINFORCEMENT SQYD 2,475 125 2,600

B0500 57402-0000 GRS-IBS, OPEN-GRADED BACKFILL TON 1,050 50 1,100

B0520 57403-0000 GRS-IBS, CONCRETE MASONRY UNIT SQYD 175 10 185

B0540 60101-0000 CONCRETE CUYD 67 67

B0560 60201-0600 18-INCH PIPE CULVERT LNFT 80 8 88

B0580 60201-0800 24-INCH PIPE CULVERT LNFT 66 6 72

B0600 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 1 1

B0620 60704-0000 CLEANING CULVERT IN PLACE EACH 4 4

B0640 61509-0000 DETECTABLE WARNING PANELS (STEEL) SQYD 6 6

B0660 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 1 1

B0680 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM

CAPACITY HOUR 20

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-S ep -2

1:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D en e

Te ne

_E st im at e-

_S ch ed ul e B .x ls x]

Sh ee t

STATE PROJECT

B.3AK TTP CHIC 2013(1)AK

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Bridge ALLOWANCE Bid Schedule

B0700 62201-0350 BACKHOE HOUR 20

B0720 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

B0740 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 20

B0760 62301-0000 GENERAL LABOR HOUR 40

B0780 62501-0000 TURF ESTABLISHMENT ACRE 0.5 0.1 0.6

B0800 63309-0000 DELINEATOR EACH 7 7

B0820 63316-1000 REMOVE AND RESET SIGN EACH 2 2

B0840 63401-0000 PAVEMENT MARKINGS (MMA SOLID

WHITE) LNFT 110 20 130

B0860 63401-0000 PAVEMENT MARKINGS (MMA STOP BAR) LNFT 40 10 50

B0880 63502-0800 TEMPORARY TRAFFIC CONTROL, CONE,

TYPE 18-INCH EACH 50 50

B0900 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 122 8 130

B0920 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 100 20 120

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-S ep -2

1:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D en e

Te ne

_E st im at e-

_S ch ed ul e B .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4AK TTP CHIC 2013(1)AK

TABULATION OF

C.1

STATE PROJECT

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 t-c h ic c a .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b

FOOTNOTE:

Existing roadway

PATHWAY SECTION A

LC

1V:4 H

1V:3H

Roadway Aggregate, Method 2

4" Compacted depth Select Borrow

24" Compacted depth

Turf Establishment

2 2 approaches.

Transition cross slope over 20 feet to ± 2% maximum at

Profile grade point

ROUNDING DETAIL

CUT SLOPE

D

Va ria ble

S lo p e s ta k e

D

ROUNDING DETAIL

FILL SLOPE

3 3

C le a r in g l im it

C le a r in g l im it

0.25 D

0.25 D

Existing ground

Slope stake

Existing ground

Select Borrow

1.5% 1.5%

Construct slopes as shown in the Staking Report.

li m it s

C le a r in

Va ria ble

5'5'

5'5'

Turf Establishment li m it s

C le a r in g existing right of way.

Slope rounding may be adjusted by the CO to catch within the

23+69 to 30+92

21+00 to 22+25

Minor Hot Asphalt Concrete

2" Compacted depth

R ig h t-o f-

W a y

1V:3 H

Varies

1V:3 H

1V:2H

Turf Establishment

5'

5' - 7'

Varies

5' - 7'

Varies

C le a r in g l im it s

Forced Ditch

21+15 to 22+13

V a r ie s

C.2

STATE PROJECT

P

J u n e

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 t-c h ic c b .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

5'

Existing roadway

1V:4 H

1V:4H

Varies Varies

Turf Establishment

21+27 to 22+13

Select Borrow

TABULATION OF PLAN

D.1

STATE PROJECT

J u n e

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 t-c h ic fa .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b

.9

.1

+1.489 8%

30' VC

K = 12

SSD = 448'

.2

-1.0000%

-2.9966%

25' VC

K = 13

SSD = 553'

.9

.3

-1.6703%

470470

CP

BM

CP

T

Profile grade

Existing ground Left forced ditch

Match existing

Match existing

Install prefabricated steel bridge

.8

.1

Match existing

See J Sheets for details

Profile grade

-0.50%

.7

.2

CUYD

EXC.

CUYD

EMB.

465 465

470 470

475 475

480 480

D.2

STATE PROJECT

J u n e

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 t-c h ic fb .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

R

T

.5 R

T

T

Terminal section type tangentT

E S

K A C

R E

E K S

T R

E E

T

P C

.9

P R

C

.6

P T

.8

P C

.6

P R

C

.4

P T

.2

P C

.4

P R

C

.5

P T

.5

N

D

R= 100.00'

T= 20.66'

L= 40.74'

D

R= 100.00'

T= 20.88'

L= 41.18'

D

R= 100.00'

T= 16.01'

L= 31.76'

D

R= 100.00' T= 16.01' L= 31.76'

GLENN HIGHWAY

approach detail

See Sheet E.1 for typical approach detail

See Sheet E.1 for typical

El=472.94

E=1831613.3718

N=2818767.4233

PEDESTRIAN PATH

END SEPARATED

PEDESTRIAN PATH

BEGIN SEPARATED

El=476.96

E=1831235.0164

N=2818811.3412

21+00

SCHEDULE A & B

AK TTP CHIC 2013(1)

24+84

SCHEDULE A

AK TTP CHIC 2013(1)

Slope stake limitsSlope stake limits

D

R= 100.00'

T= 10.05'

L= 20.03'

D

R= 100.00'

T= 10.05'

L= 20.03'

BEGIN WORK

20+00

Install 24" culvert

Forced ditch

See J Sheets for details

Install prefabricated steel bridge culvert

Remove Removal of guardrail existing utility box

Grade around

-1.6703%

.4

.1

-1.4049%

.6

.4

-2.8385%

.8

-1.5330%

.3

0 AC

Profile grade

Existing ground

S k e w a n g le

'0

I n s ta ll c u lv e r t

S k e w a n g le

'1

I n s ta ll c u lv e r t

Match existing

Match existing

Match existing

Profile grade

Profile grade

-1.2830%

CUYD

EXC.

CUYD

EMB.

455 455

460 460

465 465

470 470

475 475

D.3

STATE PROJECT

J u n e

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 t-c h ic fc .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

26+00 27+00 28+00 29+00 30+00 31+00 32+00

J O

N E S

V I L L E R

O A

D

P T

.5

P C

.2

P R

C

.5

P T

.2

P C

.6

P R

C

.2

P T

.2

N

D

R= 50.00'

T= 17.48'

L= 33.62'

D

R= 49.99'

T= 17.09'

L= 32.93'

El=463.30

E=1832207.9962

N=2818690.8722

GLENN HIGHWAY

PEDESTRIAN PATH

END SEPARATED

approach detail

See Sheet E.1 for typical approach detail

See Sheet E.1 for typical

30+92

SCHEDULE B

AK TTP CHIC 2013(1)

D

R= 100.00'

T= 23.78'

L= 46.70'

D

R= 100.00'

T= 23.55'

L= 46.26'

Clean culvert

Clean culvert

Clean culvert

E

C R

A I G

U N

T A I N C I R

Line to be constructed

Slope stake limits

Slope stake limits

Install 18" culvert

Install 18" culvert

24" culvert outlet

Grade around existing

Clean culvert

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

10 2818964.421 1829735.048 502.433 61°42'40.127016" N 148°54'32.054374" W 543.4336 0.99991486 5/8"x30" Iron Rod w/2' Alum Cap

20 2818708.483 1831560.681 473.378 61°42'37.304284" N 148°53'54.274591" W 514.5623 0.99991703 5/8"x30" Iron Rod w/2' Alum Cap

30 2818407.756 1833945.692 458.368 61°42'33.943422" N 148°53'04.909977" W 499.7984 0.99991878 5/8"x30" Iron Rod w/2' Alum Cap

40 2818517.411 1835989.425 479.788 61°42'34.676261" N 148°52'22.479505" W 521.4546 0.99991865 5/8"x30" Iron Rod w/2' Alum Cap

Note:

PROJECT :Dene' Tene' Pedestrian Bridge DATE OF FIELD WORK : October 2012 DATE OF FINAL ADJUSTMENT :November 2012

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : SPCS NAD83;Alaska SPCS zone 4

VERTICAL DATUM :NAVD88 Determined through differential leveling holding elevation at CP 20

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.

STATE PROJECT

TTP_CHIC_2013(1) D.4AK

C

M yF ile s\

Pr oj ec ts

\A la sk a\

D en e Te ne \G

PS

D en e' Te ne co nt ro ls he et

.x ls x] S he et

-N ov

-2

9:

H

L

H

D L

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

3.

2.

1.

ELEVATION

PLAN

TEST LEVEL

L

(min.)

Taper Length

L post section

Standard

Pay limits terminal section type tangent

Guardrail system G4

Pay limits

Length of Need according to manufacturer's recommendations

Install a reflectorized object marker the standard post section.

face of the last two post blocks in

Tangent line projected from the embankment

Edge of widened fl a tt e r o r

See manufacturer's drawings for other details.

taper per manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a

Install terminal at a 1:25 taper or flatter, to position the meets appropriate test level for the project.

manufacturer's recommendations. Ensure that terminal terminal that meets NCHRP-350 or MASH requirements per details may vary. Install a tangent G4 W-beam guardrail

Use details shown as a general guide since manufacturer's

617-20

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2016

REVISED:

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

(ft)

3 (> 45 mph)

2 (≤ 45 mph)

37.5 or 50

STATE PROJECT

NUMBER

SHEET

D.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TTP CHIC 2013(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 t-c h ic fd .d g n

J u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

10' m in m in

PLAN VIEW

of highwayLC

SECTION A-A

p a th

S h a r e d

GLENN HIGHWAY

V a r ie s p a th

S h a r e d

Existing paved approach

DETAIL

TYPICAL APPROACH

Edge of pavement

Varies or driveway

Existing approach road

4" Compacted depth

Roadway Aggregate, Method 2

24" Compacted depth

Select Borrow on cut edge.

approach, place tack coat

Sawcut edge of existing on cut edge.

approach, place tack coat

Sawcut edge of existing

FOOTNOTE:

1 Tack coat is incidental to the pavement.

2" Compacted depth

Minor Hot Asphalt Concrete on cut edge.

Place tack coat

E.1

STATE PROJECT

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 t-c h ic g b .d g n

C h e c k e d b y

D e s ig n e d b

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

u n e

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 t-c h ic d a .d

S L

A N I

S T

O K

E S

C h e c k e d b y

D e s ig n e d b

F.2 u n e

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 t-c h ic d b .d g n

D

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

20+00 TO 30+92

CONTROL PLAN AND PLAN

EROSION AND SEDIMENT

470470

J O

N E S

V I L L E R

O A

D

E S

K A C

R E

E K S

T R

E E

T

El=463.30

E=1832207.9962

N=2818690.8722

EROSION CONTROL LEGEND

PEDESTRIAN PATH

END SEPARATED

PEDESTRIAN PATH

BEGIN SEPARATED

El=476.96

E=1831235.0164

N=2818811.3412

21+00

SCHEDULE A & B

AK TTP CHIC 2013(1)

El=472.94

E=1831613.3718

N=2818767.4233

PEDESTRIAN PATH

END SEPARATED

24+84

SCHEDULE A

AK TTP CHIC 2013(1)

30+92

SCHEDULE B

AK TTP CHIC 2013(1)

Flow arrow

Clearing limit

Silt fence

Tree line

Compost sock

BEGIN WORK

20+00

Install compost sockInstall compost sock Install compost sockInstall compost sock

N

Install silt fence

Install 24" culvert

Clearing limitClearing limit

Install silt fence

Clearing limit

Clearing limit

Clearing limit

Clearing limit

Install silt fence

Clearing limitClearing limit

Clearing limit

Clearing limit

Install 18" culvert

Install 18" culvert

Install silt fence

Install silt fenceInstall silt fence

Install silt fence

N

Clearing limit

Clearing limit

Remove culvert

Install compost sock

Install compost sock

Install compost sock

Install compost sockInstall compost sock

Install compost sock

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION

STATE

F.3

PROJECT

P

A T

H

D

A T

E

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

m in m in m in

6" min. trench

4" min.

SILT FENCE

157-1

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

(undisturbed)

Existing ground

Varies

Varies Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

See Note 4 for spacing

Backfilled and compacted soil around the end of the silt fence prevent water from flowing

Provide sufficient length to fo r s p a c in g

S e e n o te

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer's type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, only when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions

4.

3.

2.

1.

F.4

NUMBER

AK TTP CHIC 2013(1)

K

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

COMPOST SOCK

NOTE:

1.

2.

3.

4.

5.

4H : 1V

3H : 1V

2H : 1V

1H : 1V 10' - 0"

20' - 0"

30' - 0"

40' - 0"

MAXIMUM SPACINGSLOPE

PLAN VIEW

COMPOST SOCK DETAIL

control product, see note 3

Biodegradable rolled erosion

See detail

Compost sock (typ.)

Protected area

Disturbed area

(typ.)

Spacing varies table sock spacing

See compost

See note 3

Rolled erosion control product

2" x 2" x 24" untreated wooden

Compost sock

8"

M in im u m

M in

M a x wooden stake (typ.)

2" x 2" x 24" untreated

SECTION A

A

A

Le ng th v ar ie s off securely (typ.)

Excess sock material drawn in and tied

(typ.)

Stagger overlaps m ax

O .C

S pa ci n g around sock (typ.)

24" to 48" to prevent flow

Angle terminal end uphill o ve rl ap ty p.

2" m in

NO SCALE

Flow

Flow COMPOST SOCK SPACING TABLE

8" DIAMETER

Place on 1-2% slope towards slope drain

Contour line

Lap in direction of flow manufacturer's recommendation tie-down method per

Allowable alternative

Diameter Minimum

D e fa u lt m y fi le s p w p r o d u c ti o n d a k t-c h ic d d .d of the Compost Sock.

of the effective height 2 1when accumulation has reached

Remove sediment from the up slope side of the Compost Sock

Install Compost Sock perpendicular to flow along contours.

Sock on top of blanket.

If Rolled Erosion Control Product is specified, place Compost when vegetation covers the surface.

Compost to be dispersed on site as determined by the CO, tie together.

Compost Sock ends 12" behind one another and securley

Securely knot each end of Compost Sock. Overlap adjacent u n e

10.4 x 16 20301 -1900

20426 -1000

60201 -0600

60201 -0800

60210 -0800

60704 -0000

63309 -0000

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

D

IT

C H

EX

C A V A

TI

O N

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

4-

IN

PI

PE

C

U

LV

ER

T

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

D

EL

IN

EA

TO

R

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT EACH EACH EACH Lt Rt

20+80 LT 1 20 66 2 GS 1, 2, 3, 6, 8

20+80 LT 1 3, 6

27+75 RT 1 3, 7

28+97 1 15 10 50 2 61°12'06" GS 1, 2, 4, 7, 8

29+54 1 1 1 2, 5, 7

29+95 LT 1 3, 7

30+70 1 5 30 2 38°29'14" GS 1, 2, 4, 7, 8

31+00 RT 1 3, 7

PROJECT TOTAL 40 1 10 80 66 1 4 7

Allowable Pipe Material

NOTE: A Aluminum

1. See Std. 602-1 for steel pipe culvert minimum wall thickness. 5. Highway cross culvert. AS Aluminized steel

2. Install flexible delineator post at each at culvert inlet and outlet. See SCR Section 602 for requirements. 6. Schedule A & B. C Concrete

3. Approach cross culvert. 7. Schedule B. GS Galvanized steel

4. Pathway cross culvert. 8. Metal end section is incidental to culvert pay item. P Plastic

(blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D ra in ag e.

xl sx

]S he et

-J un

-2

8:

A

M B

S

TO

K

ES

D es ig ne d by

C he ck ed b y:

NUMBER

TTP CHIC 2013(1)AK

METAL PIPE CULVERT

602-1

3" x 1" CORRUGATIONS

INCHES INCHES

INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

3" x 1" CORRUGATIONS 3" x 1" CORRUGATIONS5" x 1" CORRUGATIONS

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

METAL THICKNESS (INCH/GAGE)

METAL THICKNESS (INCH/GAGE)METAL THICKNESS (INCH/GAGE)

INCHES INCHES INCHES INCHES INCHES INCHESINCHES

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5 analysis by the CO.

Fill heights exceeding 100 feet require special

INCHES

" CORRUGATIONS2

1" x 3

22" CORRUGATIONS2

1" x 3

" CORRUGATIONS2

1" x 3

22 " CORRUGATIONS2

1" x 3

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

G.2

PROJECT

P

A T

H

D

A T

E

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

NOTE:

METAL ROUND PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

DIAMETER

SIZE

PIPE

COVER

MINIMUM

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

pavement.

the pavement for both flexible and rigid height from the top of the pipe to the top of for rigid pavements. Measure maximum fill pavements, and to the top of the pavement pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular helical lockseam and welded seam pipe.

corrugations are more restrictive than those of heights for culvert pipe with annular lockseam and welded seam pipe only. Fill

The fill heights in the table are for helical

4.

3.

2.

1.

gradient.

amount of camber or increase the pipe culvert elevation of the inlet invert, reduce the parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward

SPAN x RISE

SIZE

PIPE ARCH

SPAN x RISE

SIZE

PIPE ARCH

COUPLING BAND

METAL PIPE CULVERT

602-2

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

INCHES INCHES INCHES

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

10.5

10.5

10.5

10.5

10.5

10.5

10.5

" for 21" round culvert (24" x 18" pipe arch) or more2

" for 18" round culvert (21" x 15" pipe arch) or less8 diameter of bolt:

0.052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following thicknesses thinner than the thickness of the pipe to be connected, and no thinner than as the connecting pipe. Provide coupling bands not more than 3 nominal sheet

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal rerolled with 3" x 1" pipe corrugations.

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" x 3

2ends rerolled with 2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe

Use annular corrugated bands with pipes having annular corrugations or with helical pipe steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

" corrugations on rerolled pipe ends.2 1" x 3

2sizes apply to 2

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated

42" diameter to 42" diameter, required above

Second angle connection optional

42" diameter to 42" diameter, required above

Second angle connection optional

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

G.3

PROJECT

P

A T

H

D

A T

E

COUPLING BANDS FOR METAL PIPE CULVERT

Band Band

SLEEVE JOINT

Stab type joint

Smoother sleeve with center stop.

SMOOTH SLEEVE BAND FLAT BAND

W

SIDE VIEW

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W W

SIDE VIEW SIDE VIEW

Band Angle

Oval Lug

Bar & Strap

Wedge and Strap

Wedge

Integral Flange

STANDARD BAND CONNECTIONS

Bolts

Angle

END VIEW

ANNULAR BAND

Bolts

Angle

END VIEW

HELICAL BAND

strap connector

Bolt, bar and

Pipe

Band

END VIEW

SEMI-CORRUGATED BAND

NOTE:

Band Bolts Band Bolts

W

4 5 underdrain 6 2.

1.

Section 26 may be used.

specifications for Highway Bridges, Division II performance criteria of AASHTO Standard devices that comply with the joint

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless the dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to

Use helical corrugated bands with pipes having helically corrugated ends.

PipePipe

BandBand heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

DIAMETER

ROUND PIPE

18" ±

18"± 18" ± not exceeding 6" compacted depth.

Embankment material placed in layers

2'-0" ±

1'-0" ±

PIPE CULVERT BEDDING

METAL AND PLASTIC

602-3 minimum

1'-0"

(min.)

6"

(min.)

6" trench excavations

Reduce to 18" for *

24"

36" whichever is less

OR

Half diameter or span

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48"

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.)

2H or 12' (max.)1 or 36" (max.) for embankment installations excavation in trench

18" (min.)

12" (min.), 24" (max.)

"/foot of cover,2

6" in uncompacted depth.

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material

Or lean concrete backfill in accordance with Section 614.

Soil classification: A-1, A-2-4, A-2-5, or A-3

"2 1 Plastic Pipe: Maximum particle size: 1

Soil classification: A-1, A-2, or A-3

Metal Pipe: Maximum particle size = 3" exceeding 6" compacted depth meeting the following:

Compacted backfill material placed in layers not

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

G.4

PROJECT

P

A T

H

D

A T

E

Roadway embankment

Roadway embankment

ABOVE NATURAL GROUND

Roadway embankment

Natural ground

ON NATURAL GROUND

Roadway embankment

Natural ground

NATURAL GROUND

ABOVE AND BELOW

Bedding material (uncompacted)

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

Roadway excavation

ON UNSTABLE MATERIAL

Natural ground

Roadway embankment

ON UNYIELDING MATERIAL

Roadway embankment

Natural ground

H * H *

PIPE BEDDING

BEDDING DEPTH

PIPE SIZE (H) DEPTH

NOTE:

MULTIPLE PIPE INSTALLATION

MINIMUM SPACING

SPACING

or Span

Diameter

Toe plate

ELEVATION

or Span

Diameter

Toe plate

SECTION A-A

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

PIPING PLUG

H

A

A Width

(see table)

Minimum spacing dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

2.

1.

H H

Piping plug

H H

H H

Finished subgrade

Bedding

Finished subgrade

Bedding

Finished subgrade

Bedding treatment

Culvert end Bedding before trench excavation embankment height

Finished subgrade or

Original natural ground surface fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Finished subgrade depth table

See bedding section Metal end

Pipe culvert

Embankment slope

High water elevation

H H

H

H

H H

H

H H or SPAN

DIAMETER

Metal end section

Finished subgrade

Natural ground

TRAFFIC CONTROL

TABULATION OF TEMPORARY

H.1

STATE PROJECT

J u n e

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 t-c h ic n a .d

C h e c k e d b y

D e s ig n e d b

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 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

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TTP CHIC 2013(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 t-c h ic n b .d g n u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

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

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

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

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

See Note 6

10' min.

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TTP CHIC 2013(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 t-c h ic n c .d g n u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

limit or 85 percentile speed prior

Traffic flow

Traffic flow

Shoulder taper formula:

Where:

L =

L =

Minimum length of taper

Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.**

Approach speed based on the regulatory posted speed, not the advisory speed.*

S =

W =

L =

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

WS

WS²

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

MINIMUM TAPER LENGTH**

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

SHOULDER

WORK

xx

MPH

635-10

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

for S ≤ 40 MPH for S ≥ 45 MPH

Width of offset in feet

Numerical value of posted speed to work in miles per hour

FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

SHOULDER CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

See Note 2

10' min.

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TTP CHIC 2013(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 t-c h ic n d .d g n u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

W21-5

See Note 3

W20-1

See Note 3

G20-2

See Note 3

W20-1

See Note 3

G20-2

Spacing Table)

(See Length and

(optional) TERMINATION AREA

(optional)

W13-1P

4.

3.

2.

1.

parked or stored in the buffer space.

Do not allow equipment, materials, or vehicles to be

ROAD WORK" (G20-2) signs.

eliminate the "ROAD WORK AHEAD" (W20-1) and "END

If shoulder closure is completely within the project limits, Contract Requirements, Section 156.

For project specific minimum width, refer to Special changed to fit field conditions as approved by the CO.

Final location and spacing of signs and devices may be

Channelizing devices

W

A Device spacing

AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB

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

"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°

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 -

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TTP CHIC 2012(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 t-c h ic n e .d g n u n e

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

PERMANENT TRAFFIC CONTROL

TABULATION OF

NOTE:

needed.

Stationing is approximate, field adjust with CO approval as1.

FOOTNOTE:

(MMA) pavement markings.

See Special Contract Requirements for inlaid Methyl Methacrylate

I.1

STATE PROJECT

J u n e

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 t-c h ic p a .d g n

D

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

GLENN HWY

GLENN HWY

Pathway

Pathway

El=463.30

E=1832207.9962

N=2818690.8722

PEDESTRIAN PATH

END SEPARATED

PEDESTRIAN PATH

BEGIN SEPARATED

El=476.96

E=1831235.0164

N=2818811.3412

21+00

SCHEDULE A & B

AK TTP CHIC 2013(1)

El=472.94

E=1831613.3718

N=2818767.4233

PEDESTRIAN PATH

END SEPARATED

24+84

SCHEDULE A

AK TTP CHIC 2013(1)

30+92

SCHEDULE B

AK TTP CHIC 2013(1)

placement details

See Sheet I.5 for

Stop bar placement details

See Sheet I.5 for

Stop bar placement details

See Sheet I.5 for

Detectable warning panels placement details

See Sheet I.5 for

Detectable warning panels placement details

See Sheet I.5 for

Detectable warning panels

R e m o v e a n d r e s e t

S to p S ig n

S e e S h e e t I .5 f o p la c e m e n t d e ta il s

R e m o v e a n d r e s e t

S to p S ig n

S e e S h e e t I .5 f o la c e m e n t d e ta il s

FOOTNOTE:

(MMA) pavement markings.

See Special Contract Requirements for inlaid Methyl Methacrylate

I.2

STATE PROJECT

u n e

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 t-c h ic p b .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

20+00 TO 31+00

MARKING PLAN

SIGNING AND PAVEMENT

J O

N E S

V I L L E R

O A

D

E S

K A C

R E

E K S

T R

E E

T

GLENN HWY

Pathway

60+00 TO 67+00

MARKING PLAN

SIGNING AND PAVEMENT

C H I C

K A

L O

O N W

A Y

Pat hway

Alpine Historical Park

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

30' 30'

D R I V

E W

A Y

CONTINUOUS GAP IN BUFFER

45°

PathwayPathway

Existing 4" White line

B e g in b u ff e r

E n d b u ff e r

20'

Paved buffer 4' (typ.)

NOTE:

1.

(MMA) pavement markings.

See Special Contract Requirements for Methyl Methacrylate

PATHWAY BUFFER LAYOUT AT DRIVEWAYS

I.3

STATE PROJECT

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 t-c h ic p c .d

S L

A N I

S T

O K

C h e c k e d b y

D e s ig n e d b y

16" White line

DETAIL APPROVED FOR USE --/----

DRAFT: 10/2009

REVISED: 2/1998

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"

Product of X-Y-Z in CUFT

For all retroflectorized signs where W > 25'

(inch)

V may be reduced by 1 foot in rural districts for

6 ft

2 ft

5 ft

7 ft than 6" x 8" when located within the clear zone

" lock nut16

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16

" bolt16

" bolt thru the post8

22 ft (max.)

X=14 ft (min.) to

18 ft (max.)

X=10 ft (min.) to to 12 ft (max.)

X=4 ft (min.)

maximum

X=5 ft all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

"4

"4

"2

WOOD POSTS

INSTALLATION

PERMANENT SIGN

W633-7

NUMBER

SHEET

STATE

I.4 e p te m b e r

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

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

NO SCALE

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

Elevation at edgeLC

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

Rural Districts

Location

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 of traveled way

Elevation at edge

E d g e o f s h o u ld e r of traveled way

Elevation at edge

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 of traveled way

Elevation at edge

E d g e o f tr a v e le d w a y exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

5.

4.

3.

2.

1.

a secondary sign mounted below another sign.

Residence Districts

Business or

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

Field drill holes through

SINGLE POST SIGNS TWO 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

Backfill material

Backfill material

Same post size

Long side of post

Bottom of sign

(See Post Selection table)

Notch depth (where required) post

Finish ground line single post installations of post. Omit notch for

Saw cut notch full width

W

V Y

.5

Y

Z ty p

D

H

W

.5

Y

Z ty p

D

V Y

H 2

H

0.2X 0.